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BILL OF QUANTITY (CONTACT CHANGE ORDER) INSTANSI PEKERJAAN LOKASI T.A
NO
MACAM PEKERJAAN
A
PEKERJAAN STRUKTUR
I
LANTAI BASEMENT PEKERJAAN PERSIAPAN 1 2 3 4 5
Papan nama kegiatan Pembersihan lokasi Pengukuran dan bowplank Pagar pengaman proyek ( Rangka Baja ringan penutup Galvalume tggi Anti rayap di bawah lantai Basement Anti rayap di dinding retaining wall 6 Brak Kerja ( sewa ) 7 Kantor direksi di lapangan ( Sewa ) 8 Listrik dan air kerja 9 Biaya Menejemen K3 [ jaring pengaman, alat pengaman diri (APD) , d 10 Biaya sewa Tower crane kap. 2,5 T a biaya pondasi + angkur b biaya sewa tower crane c biaya erection dan dismantling d biaya mobilisasi dan demobilisasi e biaya listrik kerja f biaya operator g biaya asuransi alat h biaya perijinan disnaker 11 Sewa Mobil Crane 12 Biaya All Risk ( asuransi ) II
1.00 2,634.77 252.00 1.00 978.13 120.00 90.00 1.00 1.00 5.00
unit m2 m' ls m2 m2 m2 m2 ls ls bl
2.00 bl 1.00 ls
KONTRAK HARGA SATUAN (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
454,752.00 13,659.00 64,697.00 5,500,000.00 17,500.00 17,500.00 305,000.00 305,000.00 4,250,000.00 53,927,500.00 105,000,000.00
454,752.00 35,988,323.43 16,303,644.00 5,500,000.00 17,117,275.00 36,600,000.00 27,450,000.00 4,250,000.00 53,927,500.00 525,000,000.00
35,000,000.00 47,194,963.24
70,000,000.00 47,194,963.24 839,786,457.67
2,845.74 40.71 323.30 -
VOLUME
38,869,979 2,633,582 5,657,750 -
978.13 -
VOLUME
17,117,275.00 -
1.00 5,480.51 292.71 1.00 323.30 120.00 90.00 1.00 1.00 5.00
unit m2 m' ls m2 m2 m2 m2 ls ls bl
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
JUMLAH HARGA (Rp)
454,752.00 74,858,302.89 18,937,225.96 5,500,000.00 5,657,750.00 36,600,000.00 27,450,000.00 4,250,000.00 53,927,500.00 525,000,000.00
35,000,000.00 47,194,963.24
70,000,000.00 47,194,963.24 869,830,494.09
m3
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00 22,835.00 40,831.00
119,917,541.06 36,356,384.72 13,613,726.82 30,490,325.26 24,014,290.74 10,548,929.10 146,740,613.07 381,681,810.77
30.25 m3 104.28 m3 385.31 m'
758,267.00 758,267.00 1,677,056.00
17,117,275.00
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
454,752.00 13,659.00 64,697.00 5,500,000.00 17,500.00 17,500.00 305,000.00 305,000.00 4,250,000.00 53,927,500.00 105,000,000.00
2.00 bl 1.00 ls 47,161,311.42
CCO HARGA SATUAN (Rp)
358.88 314.70 -
VOLUME
VOLUME
CCO II JUMLAH HARGA (Rp)
cek timpang
6,280,313 5,507,250 -
-
-
1.00 5,480.51 292.71 1.00 358.88 638.00 120.00 90.00 1.00 1.00 5.00
454,752.00 74,858,302.89 18,937,225.96 5,500,000.00 6,280,312.50 11,165,000.00 36,600,000.00 27,450,000.00 4,250,000.00 53,927,500.00 525,000,000.00
11,787,562.50
-
-
2.00 1.00
70,000,000.00 47,194,963.24 881,618,056.59
451.52 -
10,310,450 10,310,450.35
587.08 451.52
13,406,063.14 18,435,997.30 31,842,060.44
3,468.73 1,051.64 68.41 153.22 464.56 913.48 3,142.33
119,917,541.06 36,356,384.72 13,613,726.82 30,490,325.26 10,608,227.60 20,859,379.45 128,304,615.77 360,150,200.68
22,935,301.95 79,072,279.91 646,186,447.36
17.64 2.97 -
13,375,829.88 2,252,288.05 -
11.03
18,497,927.68
47.89 107.25 374.28
36,311,131.83 81,324,567.96 627,688,519.68
11.03
12,535,915
-
-
58.07
65,998,239.03
-
-
-
-
2.00
31,685,800.00
-
-
-
-
-
-
PEKERJAAN TANAH DAN PASIR 1 Galian tanah basement dan ramp dengan alat mekanis 2 Galian tanah pondasi footplate 3 Urug pasir bawah pondasi, tebal 10 cm 4 Urug pasir bawah lantai basement dan ramp, tebal 10 cm di padatkan 5 Urug tanah kembali bekas galian pondasi di padatkan Urug tanah kembali bekas galian ke peil basement 6 Pembuangan tanah galian keluar lokasi proyek sejauh kurang lebih 1 k
III
VOLUME
5,845.38 644.84 16.89 165.91 119.74 6,370.48
m3 m3 m3 m3 m3
202,080,692.48 22,292,777.47 3,360,148.77 33,016,680.52 2,734,230.93
m3
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00 22,835.00 40,831.00
10.20 m3 116.14 m3 216.00 m'
758,267.00 758,267.00 1,677,056.00
7,732,503.56 88,063,544.60 362,244,096.00
36.00 m'
1,136,529.00
40,915,044.00
2.00 ttk
15,842,900.00
31,685,800.00
939,746.00 15,555.00 122,776.00
48,716,432.64 159,980,917.98 17,679,744.00
406.80 51.53 931.91 461.96
14,063,607 10,253,578 21,280,060 10,548,929 56,146,174.22
2,376.65 12.70 -
82,163,151.42 2,526,355.27 -
2,776.63
113,372,600.76 198,062,107.45
20.05 169.31
15,202,798.39 283,942,351.36
11.86 -
8,991,264.69 -
11.04
12,547,280
-
-
47.04 m'
1,136,529.00
53,462,324.16
-
51.84 10,284.85 144.00
48,716,432.64 159,980,917.98 17,679,744.00
2.00 ttk
15,842,900.00
31,685,800.00
260,113,213.83 523,597,744.00
3,468.73 1,051.64 68.41 153.22 1,051.64 461.96 3,593.85
m3 m3 m3 m3 m3
PEKERJAAN BETON 1 Lantai kerja beton mutu K100 bawah footplate, tebal 7 cm 2 Lantai kerja beton mutu K100 bawah lantai basement dan ramp, tebal 3 Beton pondasi bored piled dia. 80 cm a Pengeboran tanah diameter 80 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 19 mm e Beton mutu K 300 Slum + 16 4 Beton pondasi bored piled dia. 60 cm a Pengeboran tanah diameter 60 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 16mm e Beton mutu K 300 Slum + 16 5 Tes PDA 6 Beton pondasi footplate / pilecape P1 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
51.84 m3 10,284.85 kg 144.00 m2
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
-
Beton pondasi footplate / pilecape P1' (4000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
51.20 6,233.64 52.48
48,114,995 96,964,218 6,443,284
-
-
51.20 m3 6,233.64 kg 52.48 m2
939,746.00 15,555.00 122,776.00
48,114,995.20 96,964,217.78 6,443,284.48
145.09 -
2,256,930 -
-
-
51.20 6,378.73 52.48
48,114,995.20 99,221,147.89 6,443,284.48
Beton pondasi footplate / pilecape P1A (6000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
153.60 19,314.95 130.56
144,344,986 300,443,976 16,029,635
-
-
153.60 m3 19,314.95 kg 130.56 m2
939,746.00 15,555.00 122,776.00
144,344,985.60 300,443,976.36 16,029,634.56
710.92 -
11,058,299 -
-
-
153.60 20,025.86 130.56
144,344,985.60 311,502,275.36 16,029,634.56
Beton pondasi footplate / pilecape P1B (8000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
130.56 14,053.99 78.08
122,693,238 218,609,828 9,586,350
-
-
130.56 m3 14,053.99 kg 78.08 m2
939,746.00 15,555.00 122,776.00
122,693,237.76 218,609,828.05 9,586,350.08
159.67 -
2,483,741 -
28.16 -
26,463,247.36 -
102.40 14,213.67 78.08
96,229,990.40 221,093,569.07 9,586,350.08
5.18 m3 1,371.31 kg 19.20 m2
939,746.00 15,555.00 122,776.00
-
683.49 7.04
10,631,624.10 864,343.04
5.18 m3 687.83 kg 12.16 m2
939,746.00 15,555.00 122,776.00
4,871,643.26 10,699,164.96 1,492,956.16
174.31 -
2,711,322 -
-
-
5.18 862.13 12.16
4,871,643.26 13,410,486.82 1,492,956.16
-
m3 kg m2
939,746.00 15,555.00 122,776.00
2,537,314 6,545,609 942,920
-
-
2.70 m3 420.80 kg 7.68 m2
939,746.00 15,555.00 122,776.00
2,537,314.20 6,545,609.01 942,919.68
144.61 -
2,249,457 -
-
-
2.70 565.42 7.68
2,537,314.20 8,795,066.12 942,919.68
86.40 m3 11,236.71 kg 108.00 m2
939,746.00 15,555.00 122,776.00
-
86.40 11,236.71 108.00
81,194,054.40 174,786,987.27 13,259,808.00
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
-
-
243,582,163 369,174,832
-
-
259.20 m3 23,733.52 kg
939,746.00 15,555.00
19,036,656
-
-
7 Beton pondasi footplate / pilecape P2 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco Beton pondasi footplate / pilecape P3' (1500x1500x600) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco 8 Beton pondasi footplate / pilecape P4 (2000x2000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco Beton pondasi footplate / pilecape P4' (6000x4000x1200) Beton mutu K300 slum + 12 Besi beton
-
m3 kg
939,746.00 15,555.00
4,871,643.26 21,330,789.06 2,357,299.20
-
81,194,054.40 174,786,987.27 13,259,808.00
-
-
2.70 420.80 7.68
-
259.20 23,733.52
Page 1
-
243,582,163.20 369,174,832.18
-
1,223.83
-
259.20 24,957.34
-
243,582,163.20 388,211,488.26
m2
KONTRAK HARGA SATUAN (Rp) 122,776.00
12.80 m3 1,989.49 kg 16.00 m2
939,746.00 15,555.00 122,776.00
12,028,748.80 30,946,535.04 1,964,416.00
-
-
495.76 2.88 -
7,711,522.34 353,594.88
12.80 m3 1,493.73 kg 13.12 m2
939,746.00 15,555.00 122,776.00
12,028,748.80 23,235,012.70 1,610,821.12
0.48 m3 130.93 kg 8.80 m2
939,746.00 15,555.00 122,776.00
451,078.08 2,036,567.32 1,080,428.80
-
-
-
-
0.48 m3 130.93 kg 8.80 m2
939,746.00 15,555.00 122,776.00
451,078.08 2,036,567.32 1,080,428.80
11 Beton sloof S1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
95.72 m3 15,797.25 kg 638.16 m2
939,746.00 15,555.00 122,776.00
89,956,246.10 245,726,248.87 78,350,732.16
8,201.78
127,578,699 -
15.05 38.85
14,141,297.81 4,769,847.60
80.68 m3 23,999.03 kg 599.31 m2
939,746.00 15,555.00 122,776.00
75,814,948.30 373,304,948.24 73,580,884.56
12 Beton sloof S2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
3.60 m3 806.19 kg 28.80 m2
939,746.00 15,555.00 122,776.00
3,383,085.60 12,540,253.43 3,535,948.80
14.83 725.83 14.93
13,937,608 11,290,287 1,833,046
-
-
18.43 m3 1,532.02 kg 43.73 m2
939,746.00 15,555.00 122,776.00
13 Beton sloof S3 (150x200) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
3.95 m3 611.83 kg 52.70 m2
939,746.00 15,555.00 122,776.00
3,714,317.87 9,516,944.71 6,470,246.09
8.38 -
7,875,100 -
141.15 40.21
2,195,626.20 4,936,466.91
12.33 m3 470.67 kg 12.49 m2
939,746.00 15,555.00 122,776.00
NO
MACAM PEKERJAAN Bekesting pas bataco 9 Beton pondasi footplate / pilecape P5 (4000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
10 Beton pondasi footplate tangga (1000x1200x200) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
VOLUME -
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 220.32 27,050,008
VOLUME -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
14 Beton kolom K1 (650x650)
Page 2
220.32 m2
CCO HARGA SATUAN (Rp) 122,776.00
JUMLAH HARGA (Rp) 27,050,008.32
VOLUME
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
100.95 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 220.32 27,050,008.32
VOLUME
1,570,274 -
-
-
12.80 1,594.68 13.12
12,028,748.80 24,805,286.97 1,610,821.12
-
-
-
0.48 130.93 8.80
451,078.08 2,036,567.32 1,080,428.80
26.29 951.03 2.85
24,709,211 14,793,196 350,372
-
-
106.97 24,950.06 602.16
100,524,159.75 388,098,144.38 73,931,256.57
17,320,693.46 23,830,539.99 5,368,994.48
905.66 27.21
14,087,524 3,340,121
6.75 -
6,339,761.45 -
11.69 2,437.68 70.94
10,980,932.01 37,918,064.15 8,709,115.56
11,589,417.55 7,321,318.52 1,533,779.18
131.12 -
2,039,608 -
9.44 2.84
8,868,148.07 348,683.84
2.90 601.80 9.65
2,721,269.48 9,360,926.72 1,185,095.34
-
NO
MACAM PEKERJAAN Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm
15 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm 16 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom Hbeam 400 Plat Plandes tebal 12 mm Angkur Baut 22 mm
m3 kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
0.94 219.03 13.16 13.16 0.94
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
883,361.24 3,406,958.41 2,335,294.64 77,222.88 87,707.64
22.00 2,740.99 88.00 88.00 22.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
20,674,412.00 42,636,061.08 15,615,952.00 516,384.00 2,052,732.00
kg kg bh
30,638.00 28,740.00 58,500.00
VOLUME 53.87 10,675.03 331.50 331.50 53.87 -
2.86 662.80 23.10 23.10 2.86 -
-
JUMLAH HARGA (Rp) 50,622,942.34 166,050,142.80 58,826,001.00 1,945,242.00 5,026,277.59
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
1,846.65
818.40 98.96 90.00
2,687,673.56 10,309,800.71 4,099,187.40 135,550.80 266,855.16
148.53
242.22 19.73 28.00
86.10 1.38 1.38
-
871.20 110.58 80.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) 7.82 7,347,568.56 29.28 5,195,853.12 29.28 171,815.04 7.82 729,529.29
VOLUME
28,724,605 25,074,139 2,844,217 5,265,000
-
-
2,310,403 -
0.69 3.30 3.30 0.69
648,174.77 586,024.09 19,378.48 64,356.32
7,421,136 566,963 1,638,000
-
-
1,339,265 245,170 8,107 -
0.06 0.06 4.48 518.54 15.12 15.12 4.48
60,143.74 5,971.58 4,210,062.08 8,065,828.93 2,682,536.63 88,705.38 418,010.88
26,691,826 3,178,001 4,680,000
-
-
Beton Kolom Lift KL (500x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton kolom praktis KP (110x110)
55.60
Besi beton
-
30,638.00 28,740.00 58,500.00
25,074,139.20 2,844,217.18 5,265,000.00
1,442.10 274.75 -
44,183,060 7,896,329 -
-
-
2,260.50 373.71 90.00
69,257,199.00 10,740,546.34 5,265,000.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
2,039,498.79 12,620,203.31 3,513,163.31 116,172.32 202,498.84
75.42 0.04
1,173,159 3,707
0.39 0.59 0.59 -
368,913.74 104,271.97 3,448.04 -
1.78 886.75 19.21 19.21 2.21
1,670,585.05 13,793,362.29 3,408,891.34 112,724.28 206,206.26
242.22 kg 19.73 kg 28.00 bh
30,638.00 28,740.00 58,500.00
7,421,136.36 566,962.96 1,638,000.00
378.18 113.22 -
11,586,679 3,253,914 -
-
-
620.40 132.95 28.00
19,007,815.20 3,820,876.79 1,638,000.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
823,217.50 4,746,223.73 2,580,465.09 85,330.11 81,736.06
23.49 -
365,354 -
0.03 0.43 0.43 0.03
24,433.40 76,589.15 2,532.63 2,425.96
0.85 328.61 14.11 14.11 0.85
798,784.10 5,111,577.60 2,503,875.94 82,797.48 79,310.10
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
16,464,349.92 34,570,232.15 12,933,415.37 427,678.62 1,634,721.12
-
1.52 22.41 2.16 2.16 0.52
1,430,664.14 348,579.75 383,868.49 12,693.66 48,519.12
16.00 2,200.04 70.72 70.72 17.00
15,033,685.78 34,221,652.40 12,549,546.88 414,984.96 1,586,202.00
871.20 kg 110.58 kg 80.00 bh
30,638.00 28,740.00 58,500.00
26,691,825.60 3,178,001.34 4,680,000.00
1,399.20 474.72 -
42,868,690 13,643,367 -
-
-
2,270.40 585.29 80.00
69,560,515.20 16,821,367.95 4,680,000.00
-
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
3.94 640.13 87.36 87.36 3.94
3,700,250 9,957,151 15,502,381 512,628 367,392
-
-
3.94 640.13 87.36 87.36 3.94
3,700,249.88 9,957,150.97 15,502,381.44 512,628.48 367,392.38
46.50
13,311,229.50
2.17 811.33 19.80 19.80 2.17
0.88 305.13 14.54 14.54 0.88 17.52 2,222.45 72.88 72.88 17.52
m3 kg m2 m2 m3
84,195.00
4,714,920.00
939,746.00
78,825,894.48
15,555.00
257,900,668.99
51,685,795
-
-
181,167.00
126,635,733.00
-
96.12
17,413,772.04
602.88 m2
3,322.78
-
818.40 kg 98.96 kg 90.00 bh
46.05 12,521.68 302.22 302.22 46.05
83.88 m3 16,579.92 kg
4,681,242
JUMLAH HARGA (Rp) 43,275,373.78 194,774,747.96 53,630,147.88 1,773,426.96 4,296,748.30
56.00 m'
19 Beton balok B1 (300x600) Beton mutu K300 slum + 12
m3 kg m2 m2 m3
CCO HARGA SATUAN (Rp) 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
VOLUME
-
-
-
-
3.17
2,977,115.33
111.60 m' 80.71 m3 19,902.70 kg
-
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 2,469.87 38,418,820 -
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) 1.78 1,673,769.85 8.97 1,591,762.38 8.97 52,635.96 1.16 108,183.64
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 44.27 41,601,603.93 14,991.55 233,193,568.34 293.25 52,038,385.50 293.25 1,720,791.00 44.89 4,188,564.66
VOLUME
84,195.00
9,396,162.00
3,915,068
-
-
158.10
939,746.00
75,848,779.15
-
-
4.75
4,460,090.90
75.97
71,388,688.25
15,555.00
309,586,464.28
-
-
2,008.35
31,239,877.47
17,894.35
278,346,586.81
181,167.00
109,221,960.96
-
-
67.59
12,245,849.30
535.29
96,976,111.66
Bekesting
699.00 m2
Bongkar begesting
699.00 m2
5,868.00
4,101,732.00
-
96.12
564,032.16
602.88 m2
5,868.00
3,537,699.84
-
-
67.59
396,643.12
535.29
3,141,056.72
83.88 m3
188,262.00
15,791,416.56
-
3.17
596,414.02
80.71 m3
188,262.00
15,195,002.54
-
-
4.75
893,502.75
75.97
14,301,499.80
-
-
11.52 m3
939,746.00
Stutwerk 20 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton
11.52 m3 1,808.65 kg
Bekesting
70.40 m2
Bongkar begesting
70.40 m2
Stutwerk
11.52 m3
939,746.00
10,825,873.92
10,825,873.92
0.22
202,985
-
-
11.74
11,028,859.06
15,555.00
28,133,473.35
29,842,013
-
-
15,555.00
57,975,486.00
-
-
792.65
12,329,662.40
2,934.48
45,645,823.60
181,167.00
12,754,156.80
-
-
3.84
695,681.28
66.56 m2
181,167.00
12,058,475.52
-
-
2.66
482,628.89
63.90
11,575,846.63
5,868.00
413,107.20
-
3.84
22,533.12
66.56 m2
5,868.00
390,574.08
-
-
2.66
15,632.35
63.90
374,941.73
188,262.00
2,168,778.24
-
-
-
11.52 m3
188,262.00
2,168,778.24
0.22
40,665
-
-
11.74
2,209,442.83
-
-
35.59 m3
939,746.00
1,918.48
21 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton
48.80 m3
45,859,604.80
-
13.21
12,415,924.15
-
4,462.25
69,410,333.13
92,829,970.80
-
242.95
44,014,160.32
269.45 m2
512.40 m2
5,868.00
3,006,763.20
-
242.95
1,425,618.86
48.80 m3
188,262.00
9,187,185.60
-
13.21
2,487,317.54
798,814
-
-
-
2,380.80
72,942,950.40
22 Balok IWF HONEYCOMB 1050X300
5,920.00 kg
30,638.00
181,376,960.00
23 Balok IWF HONEYCOMB 525X175
2,380.80 kg
30,638.00
72,942,950.40
Balok IWF 400X200 Balok IWF 300X150 25 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250
2,569.00 kg 8,385.72 kg
30,638.00 30,638.00
6,132.40 78,709,022.00
30,638.00 30,638.00
26.07
4,456.18 256,921,689.36 5,091.75
187,884,357
-
-
-
2,569.00
78,709,022.00
136,528,299
-
-
-
8,385.72
256,921,689.36
-
30,638.00
156,001,161
-
-
26 Plat Plandes tebal 12 mm
350.00 kg
28,740.00
10,059,000.00
-
350.00
10,059,000.00
27 Angkur Baut 22 mm
250.00 bh
58,500.00
14,625,000.00
-
-
28 Baut HTB dia. 19 mm lengkap dengan ring dan mur
300.00 bh
18,500.00
5,550,000.00
-
-
-
-
-
29 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton
3,727.13 kg
169,990,102.01
Bongkar begesting
24 Balok IWF HONEYCOMB 450X150
-
15,555.00
512.40 m2
Stutwerk
-
181,167.00
10,928.33 kg
Bekesting
939,746.00
-
1.23 m3
13.00
12,212,187
-
-
48.58
45,655,867.87
100,579,768.87
5,506.87
85,659,388
-
-
11,972.94
186,239,157.30
48,815,810.48
124.07
22,477,738
-
-
393.52
71,293,548.01
269.45 m2
5,868.00
1,581,144.34
124.07
728,054
-
-
393.52
35.59 m3
188,262.00
6,699,868.06
13.00
2,446,502
-
-
48.58
9,146,370.40
30,638.00
182,175,773.51
1,709.11
52,363,597
-
-
7,655.18
234,539,370.23
-
-
-
27,150,115
-
-
-
-
-
4,159,418
-
-
-
-
-
5,946.07 kg -
kg
6,132.40 -
30,638.00 kg
4,456.18 -
30,638.00 30,638.00
kg
5,091.75
30,638.00 30,638.00
187,884,356.73 136,528,299.18 156,001,160.75
886.16 135.76 -
-
140,687,717.57 -
-
-
5,452.42
167,051,209.00
-
-
1,613.75
46,379,262.66
146.00
8,541,000
-
-
396.00
23,166,000.00
-
134.00
2,479,000.00
166.00
3,071,000.00
-
-
0.05
45,601.17
1.18
1,112,541.80
58,500.00
14,625,000.00
300.00 bh
18,500.00
5,550,000.00
-
1.23 m3
939,746.00
1,158,142.97
15,555.00
6,057,339.75
-
-
-
15,555.00
6,057,339.75
-
-
4.03
62,722.68
385.38
5,994,617.07
13.97 m2
181,167.00
2,530,395.72
-
-
-
13.97 m2
181,167.00
2,530,395.72
-
-
1.94
351,826.31
12.03
2,178,569.41
Bongkar begesting
13.97 m2
5,868.00
81,959.53
-
-
-
13.97 m2
5,868.00
81,959.53
-
-
1.94
11,395.66
12.03
70,563.87
1.23 m3
188,262.00
232,014.09
-
-
-
1.23 m3
188,262.00
232,014.09
-
-
0.05
9,135.41
1.18
222,878.68
-
-
0.75 m3
844,970.00
634,407.70
30 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton
0.75 m3 214.25 kg
844,970.00
634,407.70
-
-
-
15,555.00
3,332,631.07
-
-
-
181,167.00
1,236,555.36
-
-
-
6.83 m2
40,052.03
-
-
-
6.83 m2
-
-
-
Bekesting
6.83 m2
Bongkar begesting
6.83 m2
5,868.00
Stutwerk
Besi beton
0.71 m3 125.69 kg
Bekesting
9.52 m2
Bongkar begesting
9.52 m2
Stutwerk
0.71 m3
31 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12
214.25 kg
-
31 Beton balok lift 150x400 Beton mutu K300 slum + 12
389.41 kg
4,591.94
215,034,471.76
46,379,263
250.00 bh
-
-
11,050,048
-
-
7,018.55
360.66
-
-
-
1,613.75
28,740.00
1,158,142.97
-
-
kg
939,746.00
-
30,638.00
2,309,198.36
Bekesting Stutwerk
389.41 kg
33,443,680.65
15,555.00 181,167.00
6,466.07 kg
0.46 m3
-
0.00
511.21
0.75
633,896.49
15,555.00
3,332,631.07
14.81
230,350
-
-
229.06
3,562,980.83
181,167.00
1,236,555.36
6.81
1,234,563
-
-
13.64
2,471,117.88
5,868.00
40,052.03
6.81
39,987
-
-
13.64
80,039.52
0.75
141,234
-
-
0.75
141,234.15
-
-
m3
188,262.00
0.71 m3
939,746.00
670,978.64
-
-
-
-
0.71
670,978.64
15,555.00
1,955,091.59
-
-
-
-
125.69
1,955,091.59
181,167.00
1,724,709.84
-
-
-
-
9.52
1,724,709.84
939,746.00
670,978.64
-
-
-
15,555.00
1,955,091.59
-
-
-
181,167.00
1,724,709.84
-
-
-
9.52 m2
5,868.00
55,863.36
-
-
-
9.52 m2
5,868.00
55,863.36
-
-
-
-
9.52
55,863.36
188,262.00
134,419.07
-
-
-
0.71 m3
188,262.00
134,419.07
-
-
-
-
0.71
134,419.07
433,316.88
-
-
-
0.46 m3
939,746.00
433,316.88
0.07
68,226
-
-
0.53
501,542.44
939,746.00
Page 3
125.69 kg
NO
MACAM PEKERJAAN Besi beton Bekesting Bongkar begesting Stutwerk
32 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
72.77 3.07 3.07 0.46
kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 15,555.00 177,454.00 5,868.00 177,759.00
1.03 162.48 6.86 6.86 1.03
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
0.88 m3
939,746.00
823,161.11
15,555.00
2,150,170.58
167,989.00
VOLUME
JUMLAH HARGA (Rp) 1,131,862.52 545,493.60 18,038.23 81,964.67 967,562.48 2,527,359.90 1,153,076.50 40,277.95 96,067.86
Besi beton
138.23 kg
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
-
72.77 3.07 3.07 0.46
kg m2 m2 m3
CCO HARGA SATUAN (Rp) 15,555.00 177,454.00 5,868.00 177,759.00
1.03 162.48 6.86 6.86 1.03
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
0.88 m3
939,746.00
823,161.11
15,555.00
2,150,170.58
336.96
167,989.00
980,988.56
9.39
1,576,684 55,075 -
VOLUME -
VOLUME
-
-
-
-
-
-
-
-
-
-
-
-
980,988.56
-
-
-
5.84 m2
33 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
138.23 kg
JUMLAH HARGA (Rp) 1,131,862.52 545,493.60 18,038.23 81,964.67 967,562.48 2,527,359.90 1,153,076.50 40,277.95 96,067.86
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 18.40 286,208 1.28 227,496 1.28 7,523 0.07 12,905
VOLUME
1.81 63.85 1.81 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 91.16 1,418,070.05 4.36 772,989.62 4.36 25,561.01 0.53 94,869.98
1,696,617 993,168 168,455
2.53 2.53 -
424,844.18 14,840.17 -
2.84 226.33 4.34 4.34 2.84
2,664,179.91 3,520,528.15 728,232.32 25,437.78 264,522.51
-
0.19
179,811.00
0.68
643,350.11
5,241,417
-
-
475.19
7,391,587.87
-
-
15.23
2,557,672.84
-
-
15.23
89,341.71
0.19
34,012.41
0.68
121,693.81 29,372,761.12
Bekesting
5.84 m2
Bongkar begesting
5.84 m2
5,868.00
34,266.77
-
-
-
5.84 m2
5,868.00
34,266.77
9.39
0.88 m3
177,759.00
155,706.22
-
-
-
0.88 m3
177,759.00
155,706.22
-
26.62 m3
939,746.00
25,020,568.10
-
-
-
26.62 m3
939,746.00
25,020,568.10
4.63
4,352,193
-
-
31.26
15,555.00
48,591,796.23
-
-
-
15,555.00
48,591,796.23
-
-
191.22
2,974,381.98
2,932.65
45,617,414.25
-
-
939,746.00
208,851,152.70
-
-
24.85
23,351,212.70
197.39
185,499,940.00
15,555.00
405,604,405.75
16,506,870
-
-
27,136.69
422,111,275.59
Stutwerk 34 Beton lantai jalan ramp, tebal 15 cm Beton mutu K300 slum + 12 Besi beton
3,123.87 kg
35 Beton lantai basement, tebal 15 cm Beton mutu K300 slum + 12 Besi beton
222.24 m3 26,075.50 kg
939,746.00
208,851,152.70
-
-
-
15,555.00
405,604,405.75
-
-
-
-
-
-
36 Beton lantai lapis wiremesh M8, tebal 10 cm
3,123.87 kg 222.24 m3 26,075.50 kg
1,061.19
Beton plat lantai, tebal 12 cm pengganti Beton lantai lapis wiremesh M8 Beton mutu K300 slum + 12 Wiremesh M8
88.04 m3 9,916.95 kg
939,746.00
82,739,175.38
-
-
-
15,168.10
150,421,313.31
-
-
-
-
-
-
37 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex
109.47 m3 16,054.33 912.21 912.21 109.47
kg m2 m2 m3
939,746.00
102,869,472.56
-
-
-
15,555.00 177,454.00 5,868.00 177,759.00
249,725,167.60 161,875,295.59 5,352,847.69 19,458,422.35
-
-
-
Page 4
88.04 m3 9,916.95 kg 109.47 m3 16,054.33 912.21 912.21 109.47
kg m2 m2 m3
939,746.00
82,739,175.38
-
-
88.04
82,739,175.38
-
15,168.10
150,421,313.31
-
-
9,916.95
150,421,313.31
-
-
939,746.00
102,869,472.56
178.30
167,556,685
-
-
287.77
270,426,158.05
15,555.00 177,454.00 5,868.00 177,759.00
249,725,167.60 161,875,295.59 5,352,847.69 19,458,422.35
36,334.40 1,872.85 1,872.85 178.30
565,181,594 332,344,694 10,989,883 31,694,425
-
-
52,388.73 2,785.06 2,785.06 287.77
814,906,761.84 494,219,989.67 16,342,730.51 51,152,847.08
-
NO
MACAM PEKERJAAN
Beton mutu K300 slum + 12 Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 39 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 40 Beton plat dinding basement, tebal 20 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 41 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 42 Waterstop lebar 200 mm
B. I
m3 kg m2 m3
6.54 1,023.02 52.34 52.34 6.54
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
6,148,288.21 15,913,082.67 9,129,613.86 307,131.12 610,454.51
160.77 25,852.64 1,286.18 1,286.18 160.77
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
151,085,708.48 402,137,774.11 224,347,677.30 7,547,323.96 15,001,078.07
0.43 m3 48.66 kg
939,746.00 15,555.00
405,970.27 756,887.36
-
-
4.32 m2 4.32 m2
177,454.00 5,868.00
766,601.28 25,349.76
-
-
0.43 m3 161.49 m'
93,306.00 215,456.00
40,308.19 34,793,838.62 6,045,472,236.55 7,408,856,438.22
2,764,679,039.02 2,867,986,524.65
-
1,151,163,054.46 1,366,342,436.92
322.19 336.70 49.46 225.68 283.90
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00
11,138,369.65 11,639,938.16 9,842,240.92 44,911,384.29 6,482,952.86 84,014,885.87
456,461,102.08 -
31.85 36.29 7,199.40 100.80
120,287,488 227,937,368 20,037,043
JUMLAH HARGA (Rp) 63,150,931.20 72,285,097.36 109,480,000.00 11,945,404.80
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
67.20 4,765.60 560.00 67.20
m3 kg m2 m3
CCO HARGA SATUAN (Rp) 939,746.00 15,168.10 195,500.00 177,759.00
6.54 1,023.02 52.34 52.34 6.54
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
6,148,288.21 15,913,082.67 9,129,613.86 307,131.12 610,454.51
3.92 132.60 21.92 21.92 3.92
3,679,106 2,062,567 3,823,484 128,627 365,293
-
-
10.46 1,155.62 74.26 74.26 10.46
9,827,393.80 17,975,649.40 12,953,097.54 435,757.68 975,747.50
160.77 25,852.64 1,286.18 1,286.18 160.77
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
151,085,708.48 402,137,774.11 224,347,677.30 7,547,323.96 15,001,078.07
78.06 78.06
73,354,205 7,283,231
11,873.24 77.15 77.15 -
184,688,201.93 13,457,434.57 452,724.18 -
238.83 13,979.40 1,209.03 1,209.03 238.83
224,439,913.08 217,449,572.19 210,890,242.73 7,094,599.78 22,284,309.30
-
0.43 m3 48.66 kg
939,746.00 15,555.00
405,970.27 756,887.36
-
-
-
-
0.43 48.66
405,970.27 756,887.36
-
4.32 m2 4.32 m2
177,454.00 5,868.00
766,601.28 25,349.76
-
-
-
-
4.32 4.32
766,601.28 25,349.76
0.43 m3 161.49 m'
93,306.00 215,456.00
40,308.19 34,793,838.62 7,658,988,221.11 8,910,500,525.96
-
1,830,912,418.27 1,853,010,431.12
-
607,313,432.67 639,155,493.11
0.43 161.49
40,308.19 34,793,838.62 8,882,587,206.71 10,124,355,463.98
36,198,448.65 34,101,502.85 111,986,642.58 12,375,820.80
322.19 336.70 49.46 225.68 283.90
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00
-
-
-
-
-
-
-
322.19 336.70 49.46 225.68 283.90 11.10 220.15
11,138,369.65 11,639,938.16 9,842,240.92 44,911,384.29 6,482,952.86 84,014,885.87 8,420,403.38 250,206,859.35
-
-
-
-
308.18
516,835,118.08
-
-
-
-
-
-
128.00 14,653.64 163.20
3,506,248 -
32.00
3,928,832.00
-
7.78 2,799.36 34.56
7,307,464.90 43,544,044.80 4,243,138.56
-
-
-
69,165,305.60 191,512,171.95 12,179,379.20
-
3,296,708.45 -
-
-
73.60 12,523.88 99.20
69,165,305.60 194,808,880.40 12,179,379.20
-
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
JUMLAH HARGA (Rp) 63,150,931.20 72,285,097.36 109,480,000.00 11,945,404.80
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 13.38 12,569,629.01 122.17 1,853,085.80 13.38 2,377,626.17
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 53.82 50,581,302.19 4,643.43 70,432,011.56 560.00 109,480,000.00 53.82 9,567,778.63
VOLUME
LANTAI 1 PEKERJAAN TANAH DAN PASIR 1 Galian tanah pondasi stall 2 Galian tanah pondasi footplate 3 Urug pasir bawah pondasi, tebal 10 cm di padatkan 4 Urug pasir bawah lantai, tebal 10 cm 5 Urug tanah kembali bekas galian pondasi di padatkan
II
67.20 4,765.60 560.00 67.20
KONTRAK HARGA SATUAN (Rp) 939,746.00 15,168.10 195,500.00 177,759.00
VOLUME
m3 m3 m3 m3 m3
-
PEKERJAAN BETON 1 Lantai kerja beton mutu K100 bawah footplate, tebal 7 cm 2 Beton pondasi bored piled dia. 60 cm a Pengeboran tanah diameter 60 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 16 mm e Beton mutu K 300 Slum + 16
11.10 m3 252.00 m'
758,267.00 1,136,529.00
8,420,403.38 286,405,308.00
36.00 m'
1,677,056.00
60,374,016.00
36.29 m3 7,199.40 kg 100.80 m2
939,746.00 15,555.00 122,776.00
34,101,502.85 111,986,642.58 12,375,820.80
-
939,746.00 15,555.00 122,776.00
7.78 m3 2,799.36 kg 34.56 m2
939,746.00 15,555.00 122,776.00
-
m3 kg m2
939,746.00 15,555.00 122,776.00
5 Beton pondasi footplate / pilecape P3 (1500x1500x600) Beton mutu K300 slum + 12 Besi beton Bekesting
37.80 m3 8,839.08 kg 168.00 m2
35,522,398.80 137,491,896.02 20,626,368.00
6 Beton pondasi footplate / pilecape P6 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
939,746.00 15,555.00 122,776.00 -
15.55 m3 3,085.46 kg 43.20 m2
939,746.00 15,555.00 122,776.00
14,614,929.79 47,994,275.39 5,303,923.20
1.92 m3 523.71 kg 35.20 m2
939,746.00 15,555.00 122,776.00 -
1,804,312.32 8,146,269.28 4,321,715.20
8 Beton sloof S1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
42.82 m3 7,066.88 kg 285.48 m2
939,746.00 15,555.00 122,776.00
40,241,803.21 109,925,300.12 35,050,092.48
9 Beton sloof S2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
10.22 m3 2,288.68 kg 81.76 m2
939,746.00 15,555.00 122,776.00
9,604,204.12 35,600,386.12 10,038,165.76
13.09 m3 4,058.07 kg 130.86 m2
939,746.00 15,555.00 122,776.00
12,297,967.23 63,123,354.21 16,067,056.68
2 Beton pondasi bored piled dia. 80 cm a Pengeboran tanah diameter 80 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 19 mm e Beton mutu K 300 Slum + 16 3 Beton pondasi footplate / pilecape P1 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco Beton pondasi footplate / pilecape P1C (4000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco 4 Beton pondasi footplate / pilecape P2 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco Beton pondasi footplate / pilecape P2' (7500x6000x5500) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
7 Beton pondasi footplate tangga (1000x1200x200) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
10 Beton sloof S4 (200x300) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco 11 Beton kolom K1 (650x650)
272.18
128.00 14,653.64 163.20
7,307,464.90 43,544,044.80 4,243,138.56
73.60 12,311.94 99.20
-
11.10 220.15 308.18 -
-
m3 m3 m3 m3 m3
m3 m'
758,267.00 1,136,529.00
11,138,369.65 11,639,938.16 9,842,240.92 44,911,384.29 6,482,952.86 84,014,885.87 8,420,403.38 250,206,859.35
m'
1,677,056.00
516,835,118.08
m3 kg m2
939,746.00 15,555.00 122,776.00
939,746.00 15,555.00 122,776.00
-
120,287,488.00 227,937,368.21 20,037,043.20
225.41 -
128.00 14,879.05 131.20
120,287,488.00 231,443,616.53 16,108,211.20
-
73.60 m3 12,311.94 kg 99.20 m2
939,746.00 15,555.00 122,776.00
69,165,305.60 191,512,171.95 12,179,379.20
2.70 3,368.63 68.16
2,537,314.20 52,398,978.94 8,368,412.16
35.10 m3 5,470.45 kg 99.84 m2
939,746.00 15,555.00 122,776.00
32,985,084.60 85,092,917.08 12,257,955.84
-
-
114.59 -
1,782,380.80 -
35.10 5,355.87 99.84
32,985,084.60 83,310,536.28 12,257,955.84
-
-
-
15.55 3,085.46 43.20 1.92 523.71 35.20
m3 kg m2
939,746.00 15,555.00 122,776.00
14,614,929.79 47,994,275.39 5,303,923.20
-
-
192.25 2.16
2,990,452.33 265,196.16
15.55 2,893.21 41.04
14,614,929.79 45,003,823.06 5,038,727.04
m3 kg m2
939,746.00 15,555.00 122,776.00
1,804,312.32 8,146,269.28 4,321,715.20
-
-
-
-
1.92 523.71 35.20
1,804,312.32 8,146,269.28 4,321,715.20
-
42.82 7,066.88 285.48 10.22 2,288.68 81.76 -
40,241,803.21 109,925,300.12 35,050,092.48 9,604,204.12 35,600,386.12 10,038,165.76 -
13.09 4,058.07 130.86
m3 kg m2
939,746.00 15,555.00 122,776.00
-
-
-
-
-
-
-
m3 kg m2
939,746.00 15,555.00 122,776.00
-
-
-
-
-
-
-
m3 kg m2
939,746.00 15,555.00 122,776.00
17,936,049 37,107,376 7,171,517
-
-
211.94 -
19.09 2,385.56 58.41
-
-
939,746.00 15,555.00 122,776.00
12,297,967.23 63,123,354.21 16,067,056.68
-
-
m3 kg m2
Page 5
-
-
32.17 6,443.63 189.28
-
30,234,015.77 100,230,729.93 23,238,573.75
NO
MACAM PEKERJAAN Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm
12 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton kolom K2' (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm
m3 kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
kg kg bh
30,638.00 28,740.00 58,500.00
VOLUME 91.85 18,201.98 565.24 565.24 91.85 -
25.90 6,001.32 209.16 209.16 25.90
JUMLAH HARGA (Rp) 86,317,079.72 283,131,772.90 100,304,098.96 3,316,828.32 8,570,296.06
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
3,425.00 98.96 90.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) 39.04 36,686,744.09 6,020.02 93,641,369.54 220.24 39,082,468.96 220.24 1,292,368.32 39.04 3,642,572.93
VOLUME
m3 kg m2 m2 m3
CCO HARGA SATUAN (Rp) 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
JUMLAH HARGA (Rp) 49,630,335.63 189,490,403.36 61,221,630.00 2,024,460.00 4,927,723.13
3,425.00 kg 98.96 kg 90.00 bh
30,638.00 28,740.00 58,500.00
104,935,150.00 2,844,217.18 5,265,000.00
VOLUME 52.81 12,181.96 345.00 345.00 52.81
104,935,150 2,844,217 5,265,000
-
-
-
7.70 322.03 50.96 50.96 7.70
7,232,285.22 5,009,136.01 9,043,055.84 299,033.28 718,082.98
18.20 5,679.29 158.20 158.20 18.20
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
17,103,377.20 88,341,423.15 28,073,222.80 928,317.60 1,698,169.20
2.60 811.33 22.60 22.60 2.60
2,443,340 12,620,203 4,010,460 132,617 242,596
-
-
2.60 811.33 22.60 22.60 2.60
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
2,443,339.60 12,620,203.31 4,010,460.40 132,616.80 242,595.60
367.00 19.73 28.00
11,244,146 566,963 1,638,000
-
-
367.00 kg 19.73 kg 28.00 bh
30,638.00 28,740.00 58,500.00
11,244,146.00 566,962.96 1,638,000.00
24,335,662.42 93,350,559.16 37,116,278.64 1,227,350.88 2,416,252.18
Page 6
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 41.96 39,432,283 7,397.85 115,073,620 280.14 49,711,964 280.14 1,643,862 41.96 3,915,173
VOLUME
186.05 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 94.77 89,062,618.14 19,579.82 304,564,023.02 625.14 110,933,593.56 625.14 3,668,321.52 94.77 8,842,896.54
VOLUME -
5,347,128 -
-
-
3,425.00 285.02 90.00
104,935,150.00 8,191,345.47 5,265,000.00
-
-
6.29 2,023.78 45.20 45.20 6.29
5,911,537.06 31,479,960.00 8,020,920.80 265,233.60 586,947.83
11.91 3,655.51 113.00 113.00 11.91
11,191,840.14 56,861,463.15 20,052,302.00 663,084.00 1,111,221.37
-
-
-
-
2.60 811.33 22.60 22.60 2.60
2,443,339.60 12,620,203.31 4,010,460.40 132,616.80 242,595.60
17,555,574 1,065,890 -
-
-
940.00 56.81 28.00
28,799,720.00 1,632,853.33 1,638,000.00
573.00 37.09 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME
VOLUME
Beton kolom K2 Canopy (550x550) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk 13 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
-
17.36 4,045.00 243.04 243.04 17.36
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
16,313,990.56 62,919,997.83 43,128,420.16 1,426,158.72 1,619,792.16
4.36 78.37 27.24 27.24 4.36
4,097,292.56 1,219,089.34 4,833,846.96 159,844.32 406,814.16
Beton kolom K3A (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 14 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom Hbeam 400 Plat Plandes tebal 12 mm Angkur Baut 22 mm
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00
79.84 3.20 3.20 79.84
75,029,321 567,853 18,778 7,449,551
269.36 -
4,189,823.38 -
3,440.00 110.58 80.00
105,394,720 3,178,001 4,680,000
-
-
Beton Kolom Lift KL (500x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk 15 Beton kolom praktis KP (110x110) 16 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Balok IWF HONEYCOMB 1050X300 20 Balok IWF HONEYCOMB 525X175 Balok IWF 400X200 21 Balok IWF HONEYCOMB 450X150 Balok IWF 300X150 22 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250 23 Plat Plandes tebal 12 mm 24 Angkur Baut 22 mm 25 Baut HTB dia. 19 mm lengkap dengan ring dan mur 26 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 27 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton Bekesting Bongkar begesting 28 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 29 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 30 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 31 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 32 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 33 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
93,824,240.64 34,570,232.15 14,764,172.80 488,217.60 9,315,671.04
3,440.00 kg 110.58 kg 80.00 bh
30,638.00 28,740.00 58,500.00
105,394,720.00 3,178,001.34 4,680,000.00
13.00 3,966.63 215.80 215.80 13.00
99.84 2,222.45 83.20 83.20 99.84
425.00 m'
84,195.00
35,782,875.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00 18,705,712.32
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
107.72 24,122.42 1,131.04 1,131.04 107.72 5,920.00 2,380.80 4,374.64
m3 kg m2 m2 m3 kg kg
101,227,258.91 375,224,168.26 204,906,333.79 6,636,917.14 20,279,145.87 181,376,960.00 72,942,950.40
350.00 kg 250.00 bh 300.00 bh
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 58,500.00 18,500.00
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
3.88 1,108.56 35.32 35.32
m3 kg m2 m2
844,970.00 15,555.00 181,167.00 5,868.00
3,282,551.20 17,243,693.78 6,398,182.54 207,237.16
0.71 125.69 13.33 13.33 0.71
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 2,415,560.00 78,240.00 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
0.99 240.45 14.80 14.80 0.99
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
927,115.81 3,740,255.59 2,680,981.73 86,837.01 185,731.76
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 m3
939,746.00
8,297,017.43
kg
7,665.47 kg
134,030,220.32 234,854,669.86 10,059,000.00 14,625,000.00 5,550,000.00
26.07 5,043.61 2,611.88 1,955.49
798,814 154,526,217 80,022,907 59,912,276 -
2,380.80 4,374.64 7,665.47 -
72,942,950.40 134,030,220.32 234,854,669.86 Page 7
m3 kg m2 m2 m3
425.00 m'
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
99.36 19,639.73 828.00 828.00 99.36
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
JUMLAH HARGA (Rp)
m3 kg m2 m2 m3
-
20.00 2,491.81 80.00 80.00 20.00
CCO HARGA SATUAN (Rp)
-
12,216,698.00 61,700,908.50 38,294,573.20 1,266,314.40 1,212,978.00
-
-
VOLUME
VOLUME
CCO II JUMLAH HARGA (Rp)
cek timpang
12.98 3,277.32 101.24 101.24 12.98
12,195,319 50,978,691 17,966,153 594,100 1,210,855
-
-
12.98 3,277.32 101.24 101.24 12.98
12,195,318.78 50,978,690.84 17,966,152.78 594,099.79 1,210,855.29
1.00 1,123.20 16.60 16.60 1.00
939,746 17,471,359 2,945,736 97,409 93,306
-
-
14.00 5,089.83 232.40 232.40 14.00
13,156,444.00 79,172,267.63 41,240,309.60 1,363,723.20 1,306,284.00
3.00 1,090.68 49.80 49.80 3.00
2,819,238 16,965,486 8,837,209 292,226 279,918
-
-
3.00 1,090.68 49.80 49.80 3.00
2,819,238.00 16,965,485.92 8,837,209.20 292,226.40 279,918.00
-
80.22 190.73 79.84
75,389,675.64 2,966,755.89 7,449,551.04
19.62 2,031.72 83.20 83.20 20.00
18,434,565.00 31,603,476.26 14,764,172.80 488,217.60 1,866,120.00
207.89 -
5,974,643 -
-
-
3,440.00 318.46 80.00
105,394,720.00 9,152,643.86 4,680,000.00
3.94 640.13 87.36 87.36 3.94
3,700,250 9,957,151 15,502,381 512,628 367,392
-
-
3.94 640.13 87.36 87.36 3.94
3,700,249.88 9,957,150.97 15,502,381.44 512,628.48 367,392.38
-
84,195.00
35,782,875.00
53.50
4,504,433
-
-
478.50
40,287,307.50
99.36 19,639.73 828.00 828.00 99.36
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00 18,705,712.32
983.94 -
15,305,193 -
9.09 192.59 192.59 9.09
8,543,136.91 34,890,992.39 1,130,119.41 1,711,471.02
90.27 20,623.68 635.41 635.41 90.27
84,830,025.65 320,801,264.71 115,115,283.61 3,728,584.59 16,994,241.30
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
5.98 2,030.16 28.70 28.70 5.98
5,615,922 31,579,087 5,198,768 168,388 1,125,054
-
-
11.74 2,934.48 63.90 63.90 11.74
11,028,859.06 45,645,823.60 11,575,846.63 374,941.73 2,209,442.83
107.72 24,122.42 1,131.04 1,131.04 107.72 5,946.07 5,043.61 2,611.88 1,955.49 350.00 250.00 300.00
m3 kg m2 m2 m3 kg kg
kg bh bh
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 58,500.00 18,500.00
101,227,258.91 375,224,168.26 204,906,333.79 6,636,917.14 20,279,145.87 182,175,773.51 154,526,216.80 80,022,907.10 59,912,276.32 10,059,000.00 14,625,000.00 5,550,000.00
56.82 56.82 369.65 2,493.49 1,384.69 5,789.98 152.19 -
53,396,409 10,697,055 11,325,378 76,395,576 42,424,109 177,393,509 4,374,015 -
1,864.92 344.32 344.32 -
29,008,843.55 62,379,004.57 2,020,456.26 -
164.54 22,257.49 786.72 786.72 164.54 6,315.72 7,537.10 3,996.57 7,745.47 502.19 250.00 300.00
154,623,668.28 346,215,324.70 142,527,329.22 4,616,460.88 30,976,201.06 193,501,151.91 230,921,792.35 122,447,015.83 237,305,785.23 14,433,015.32 14,625,000.00 5,550,000.00
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
-
-
-
-
2.82 891.06 31.96 31.96 2.82
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
3.88 1,108.56 35.32 35.32
m3 kg m2 m2
844,970.00 15,555.00 181,167.00 5,868.00
3,282,551.20 17,243,693.78 6,398,182.54 207,237.16
-
-
-
-
3.88 1,108.56 35.32 35.32
3,282,551.20 17,243,693.78 6,398,182.54 207,237.16
0.71 125.69 13.33 13.33 0.71
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 2,415,560.00 78,240.00 134,419.07
-
-
-
-
0.71 125.69 13.33 13.33 0.71
670,978.64 1,955,091.59 2,415,560.00 78,240.00 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
-
-
10.80 1,640.35 81.00 81.00 10.80
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
0.99 240.45 14.80 14.80 0.99
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
927,115.81 3,740,255.59 2,680,981.73 86,837.01 185,731.76
-
-
-
-
0.99 240.45 14.80 14.80 0.99
927,115.81 3,740,255.59 2,680,981.73 86,837.01 185,731.76
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
-
-
-
-
5.35 844.23 35.67 35.67 5.35
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
-
-
-
-
7.28 1,148.34 48.51 48.51 7.28
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 m3
939,746.00
8,297,017.43
-
-
-
-
8.83
8,297,017.43
kg kg
-
-
NO
MACAM PEKERJAAN
Besi beton Bekesting Bongkar begesting Stutwerk 34 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 35 Beton plat lantai, tebal 12 cm memakai floordex Beton mutu K300 slum + 12 Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 36 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 37 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 38 Beton plat meja ganti popok di ruang laktasi, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 39 Beton jalan ramp depan pintu masuk, tebal 10 cm Beton mutu K300 slum + 12 Besi beton 40 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting 41 Beton plat penutup saluran air hujan keliling, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting III
1,393.29 58.86 58.86 8.83
kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 15,555.00 167,989.00 5,868.00 177,759.00
229.45 33,651.97 1,912.11 1,912.11 229.45
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
215,627,760.72 523,456,350.48 339,311,621.18 11,220,263.24 40,787,377.78
57.22 4,057.57 476.80 57.22
m3 kg m2 m3
939,746.00 15,168.10 195,500.00 177,759.00
53,768,507.14 61,545,597.18 93,214,400.00 10,170,658.94
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
0.89 100.22 8.90 8.90 0.89
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
836,185.99 1,558,977.72 1,578,985.69 52,213.46 83,023.68
0.29 33.07 2.94 2.94 0.29
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
8.32 m3 937.13 kg
VOLUME
939,746.00 15,555.00
7,818,686.72 14,577,089.90
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
139,082.41 129,652.00 262,631.92 8,684.64
10.08 1,135.37 100.80 100.80
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
9,472,639.68 17,660,705.08 17,887,363.20 591,494.40 5,715,380,400.01
85.65 m3 101.04 m3 162.10 m3
700,280.00 700,280.00 700,280.00
59,981,727.10 70,755,372.99 113,514,827.78 244,251,927.87 6,043,647,213.75
PEKERJAAN PONDASI BATU KALI 1 Pasangan batu kali pondasi stall dinding 1pc : 5ps 2 Pasangan batu kali pondasi stall pada ramp lantai 1pc : 5ps 3 Pasangan batu kali pondasi stall pada trap lantai 1pc : 5ps
JUMLAH HARGA (Rp) 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
1,735,100,987.23
-
1,206,903,388.72
-
-
1,206,903,388.72
1,735,100,987.23
1,393.29 58.86 58.86 8.83
kg m2 m2 m3
CCO HARGA SATUAN (Rp) 15,555.00 167,989.00 5,868.00 177,759.00
229.45 33,651.97 1,912.11 1,912.11 229.45
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
215,627,760.72 523,456,350.48 339,311,621.18 11,220,263.24 40,787,377.78
1,072.46 -
16,682,177 -
14.89 276.44 276.44 35.24
13,990,220.48 49,055,366.01 1,622,149.33 6,264,773.95
214.57 34,724.43 1,635.67 1,635.67 194.21
201,637,540.24 540,138,527.32 290,256,255.16 9,598,113.91 34,522,603.83
57.22 4,057.57 476.80 57.22
m3 kg m2 m3
939,746.00 15,168.10 195,500.00 177,759.00
53,768,507.14 61,545,597.18 93,214,400.00 10,170,658.94
400.09 -
6,068,646 -
6.01 86.32 6.01
5,647,723.10 16,875,110.35 1,068,303.15
51.21 4,457.66 390.48 51.21
48,120,784.04 67,614,243.45 76,339,289.65 9,102,355.80
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
-
-
1.70 998.77 22.96 22.96 1.70
1,592,869.47 15,535,820.03 4,004,889.84 134,729.28 158,153.67
11.20 1,017.56 80.20 80.20 11.20
10,525,155.20 15,828,215.28 13,989,205.80 470,613.60 1,045,027.20
0.89 100.22 8.90 8.90 0.89
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
836,185.99 1,558,977.72 1,578,985.69 52,213.46 83,023.68
-
-
-
-
0.89 100.22 8.90 8.90 0.89
836,185.99 1,558,977.72 1,578,985.69 52,213.46 83,023.68
0.29 33.07 2.94 2.94 0.29
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
-
-
-
-
0.29 33.07 2.94 2.94 0.29
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
8.32 m3 937.13 kg
8.32 937.13 0.15 8.34 1.48 1.48
7,818,686.72 14,577,089.90
VOLUME
Page 8
JUMLAH HARGA (Rp) 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1,393.29 21,672,553.02 58.86 9,887,832.54 58.86 345,390.48 8.83 1,569,434.21
VOLUME -
939,746.00 15,555.00
7,818,686.72 14,577,089.90
-
-
-
-
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
139,082.41 129,652.00 262,631.92 8,684.64
-
-
-
-
10.08 1,135.37 100.80 100.80 197,391.50
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
9,472,639.68 17,660,705.08 17,887,363.20 591,494.40 6,243,577,998.52
-
934,718,307.87
-
448,193,287.28
10.08 1,135.37 100.80 100.80
9,472,639.68 17,660,705.08 17,887,363.20 591,494.40 6,730,103,019.10
85.65 m3 101.04 m3 162.10 m3 348.79
700,280.00 700,280.00 700,280.00
59,981,727.10 70,755,372.99 113,514,827.78 244,251,927.87 6,571,844,812.26
-
-
-
448,193,287.28
85.65 101.04 162.10 348.79
59,981,727.10 70,755,372.99 113,514,827.78 244,251,927.87 7,058,369,832.84
934,718,307.87
139,082.41 129,652.00 262,631.92 8,684.64
NO C. I
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
LANTAI 2 PEKERJAAN BETON 1 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm 2 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton kolom K2' (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm 3 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
82.39 16,326.52 507.00 507.00 82.39
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME
-
29.58 4,144.56 162.00 162.00 29.58
27,792,987.95 64,468,638.57 28,747,548.00 950,616.00 2,759,524.95
37,991,120 2,844,217 5,265,000
-
-
3,618,083 -
2.60 14.60 14.60 2.60
2,443,339.60 2,590,828.40 85,672.80 242,595.60
10.40 3,245.31 90.40 90.40 10.40
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
2.60 811.33 22.60 22.60 2.60
2,443,340 12,620,203 4,010,460 132,617 242,596
-
-
2.60 811.33 22.60 22.60 2.60
-
kg kg bh
30,638.00 28,740.00 58,500.00
940.00 19.73 28.00
28,799,720 566,963 1,638,000
-
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
1,009.66 36.40 36.40 -
15,705,198 6,459,326 213,595 -
-
-
-
13.00 3,012.71 105.00 105.00 13.00
14.00 3,262.10 196.00 196.00 14.00
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08
VOLUME
1,240.00 98.96 90.00
12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00
232.60
52.81 12,181.96 345.00 345.00 52.81
CCO HARGA SATUAN (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME
VOLUME
CCO II JUMLAH HARGA (Rp)
cek timpang
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
49,630,335.63 189,490,403.36 61,221,630.00 2,024,460.00 4,927,723.13
29.17 18,725.06 193.20 193.20 29.58
27,408,632 291,268,297 34,284,113 1,133,698 2,759,525
-
-
81.98 30,907.02 538.20 538.20 82.39
77,038,967.46 480,758,700.25 95,505,742.80 3,158,157.60 7,687,248.08
1,240.00 kg 98.96 kg 90.00 bh
30,638.00 28,740.00 58,500.00
37,991,120.00 2,844,217.18 5,265,000.00
2,185.00 186.05 -
66,944,030 5,347,128 -
-
-
3,425.00 285.02 90.00
104,935,150.00 8,191,345.47 5,265,000.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
9,773,358.40 50,480,813.23 16,041,841.60 530,467.20 970,382.40
683.35 -
10,629,568 -
0.12 -
110,814.85 -
10.28 3,928.66 90.40 90.40 10.40
9,662,543.55 61,110,381.24 16,041,841.60 530,467.20 970,382.40
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
2,443,339.60 12,620,203.31 4,010,460.40 132,616.80 242,595.60
170.84 -
2,657,392 -
0.12 0.12
110,814.85 11,002.64
2.48 982.17 22.60 22.60 2.48
2,332,524.75 15,277,595.31 4,010,460.40 132,616.80 231,592.96
940.00 kg 19.73 kg 28.00 bh
30,638.00 28,740.00 58,500.00
28,799,720.00 566,962.96 1,638,000.00
37.94 -
1,090,261 -
-
-
940.00 57.66 28.00
28,799,720.00 1,657,224.27 1,638,000.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
13,156,444.00 66,447,132.23 41,240,309.60 1,363,723.20 1,306,284.00
818.07 -
12,725,135 -
-
-
14.00 5,089.83 232.40 232.40 14.00
13,156,444.00 79,172,267.63 41,240,309.60 1,363,723.20 1,306,284.00
14.00 4,271.75 232.40 232.40 14.00
Beton kolom K3' (200x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
1.00 376.07 16.60 16.60 1.00
939,746 5,849,707 2,945,736 97,409 93,306
-
-
1.00 376.07 16.60 16.60 1.00
939,746.00 5,849,706.84 2,945,736.40 97,408.80 93,306.00
Beton kolom K3A (200x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
3.00 630.82 49.80 49.80 3.00
2,819,238 9,812,414 8,837,209 292,226 279,918
-
-
3.00 630.82 49.80 49.80 3.00
2,819,238.00 9,812,414.12 8,837,209.20 292,226.40 279,918.00 -
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
18,794,920.00 34,570,232.15 14,764,172.80 488,217.60 1,866,120.00
477.15 -
7,422,027 -
0.38 -
360,355.00 -
19.62 2,699.60 83.20 83.20 20.00
18,434,565.00 41,992,259.47 14,764,172.80 488,217.60 1,866,120.00
1,320.00 kg 110.58 kg 80.00 bh
30,638.00 28,740.00 58,500.00
40,442,160.00 3,178,001.34 4,680,000.00
2,120.00 207.89 -
64,952,560 5,974,643 -
-
-
3,440.00 318.46 80.00
105,394,720.00 9,152,643.86 4,680,000.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
8,591,258
-
-
4 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K4 (Hbeam 400) Plat Plandes tebal 12 mm Angkur Baut 22 mm
20.00 2,491.81 80.00 80.00 20.00 -
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
30,638.00 28,740.00 58,500.00
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00
3.20 3.20
1,320.00 110.58 80.00
567,853 18,778 -
269.36 -
4,189,823.38 -
40,442,160 3,178,001 4,680,000
-
-
20.00 2,222.45 83.20 83.20 20.00
Beton Kolom Lift KL (500x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk 5 Beton kolom praktis KP (110x110) 6 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
425.00 m' 99.36 19,639.73 828.00 828.00 99.36
m3 kg m2 m2 m3
84,195.00
35,782,875.00
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00 18,705,712.32
-
-
-
84,195.00
35,782,875.00
102.04
527.04
44,374,132.80
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00 18,705,712.32
758.07 -
11,791,787 -
14.40 233.28 233.28 14.40
13,532,342.40 42,262,637.76 1,368,887.04 2,710,972.80
84.96 20,397.81 594.72 594.72 84.96
79,840,820.16 317,287,857.98 107,743,638.24 3,489,816.96 15,994,739.52
425.00 m' 99.36 19,639.73 828.00 828.00 99.36
-
-
Beton balok B1A (300x600) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
-
6.91 866.37 60.48 60.48 6.91
6,495,524 13,476,364 10,956,980 354,897 1,301,267
-
-
6.91 866.37 60.48 60.48 6.91
6,495,524.35 13,476,364.20 10,956,980.16 354,896.64 1,301,266.94
Beton balok B1C (300x600) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
-
5.76 37.06 40.32 40.32 5.76
5,412,937 576,446 7,304,653 236,598 1,084,389
-
-
5.76 37.06 40.32 40.32 5.76
5,412,936.96 576,445.90 7,304,653.44 236,597.76 1,084,389.12
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
5.76 1,150.90 27.52 27.52 5.76
5,412,937 17,902,213 4,985,716 161,487 1,084,389
-
-
11.52 2,055.22 62.72 62.72 11.52
10,825,873.92 31,968,949.21 11,362,794.24 368,040.96 2,168,778.24
99.32 m3
939,746.00
93,333,392.51
-
20.72
19,469,356.91
78.60
73,864,035.60
7 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok B2 (250x400) Beton mutu K300 slum + 12
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
99.32 m3
939,746.00
93,333,392.51
-
-
Page 9
5.76 904.32 35.20 35.20 5.76
-
NO
MACAM PEKERJAAN Besi beton Bekesting Bongkar begesting Stutwerk
VOLUME 22,241.31 1,042.84 1,042.84 99.32
kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 15,555.00 181,167.00 5,868.00 188,262.00
JUMLAH HARGA (Rp) 345,963,576.93 188,927,404.39 6,119,359.54 18,697,745.07
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
kg m2 m2 m3
CCO HARGA SATUAN (Rp) 15,555.00 181,167.00 5,868.00 188,262.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
350.00 5,920.00 1,587.20 3,853.50 8,392.42 250.00 300.00
kg kg kg kg kg kg kg kg bh bh
28,740.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 58,500.00 18,500.00
10,059,000.00 181,376,960.00 48,628,633.60 118,063,533.00 257,126,963.96 14,625,000.00 5,550,000.00
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
4.15 1,183.98 37.72 37.72
m3 kg m2 m2
844,970.00 15,555.00 181,167.00 5,868.00
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
10.80 1,640.35 81.00 81.00 10.80
VOLUME -
22,241.31 1,042.84 1,042.84 99.32
Beton balok B2A (300x600) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk 8 Plat Plandes tebal 12 mm 9 Balok IWF HONEYCOMB 1050X300 10 Balok IWF HONEYCOMB 525X175 Balok IWF 400X200 11 Balok IWF HONEYCOMB 450X150 Balok IWF 300X150 12 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250 13 Angkur Baut 22 mm 14 Baut HTB dia. 19 mm lengkap dengan ring dan mur 15 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 16 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton Bekesting Bongkar begesting 17 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 20 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 21 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 22 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 23 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 24 Beton plat lantai, tebal 12 cm memakai floordex Beton mutu K300 slum + 12
350.00 kg 5,920.00 kg 1,587.20 kg
28,740.00 30,638.00 30,638.00
10,059,000.00 181,376,960.00 48,628,633.60
-
-
-
3,853.50 kg
30,638.00
118,063,533.00
-
-
-
8,392.42 kg
30,638.00
257,126,963.96
-
-
-
250.00 bh 300.00 bh
58,500.00 18,500.00
14,625,000.00 5,550,000.00
-
-
-
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
4.15 1,183.98 37.72 37.72
m3 kg m2 m2
844,970.00 15,555.00 181,167.00 5,868.00
3,505,856.58 18,416,747.70 6,833,438.07 221,335.09
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
196.75 28,855.56 1,639.58 1,639.58 196.75
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
184,894,378.95 448,848,221.17 290,949,603.43 9,621,041.36 34,973,960.95
67.20 m3
939,746.00
63,150,931.20
Page 10
JUMLAH HARGA (Rp) 345,963,576.93 188,927,404.39 6,119,359.54 18,697,745.07
-
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 632.23 9,834,373 -
VOLUME
26.95 2,989.55 270.13 270.13 26.95 152.19 25.72 7,537.10 3,996.57 7,745.47 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) 406.18 73,585,622.17 406.18 2,383,438.66 20.72 3,900,351.87
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 22,873.54 355,797,949.68 636.66 115,341,782.22 636.66 3,735,920.88 78.60 14,797,393.20
VOLUME
25,330,665 46,502,433 48,939,330 1,585,145 5,074,565 4,374,015 788,132 230,921,792 122,447,016 237,305,785 -
1,587.20 3,853.50 8,392.42 -
48,628,633.60 118,063,533.00 257,126,963.96 -
26.95 2,989.55 270.13 270.13 26.95
25,330,665.48 46,502,432.94 48,939,330.14 1,585,145.14 5,074,564.56
502.19 5,945.72 7,537.10 3,996.57 7,745.47 250.00 300.00
14,433,015.32 182,165,091.91 230,921,792.35 122,447,015.83 237,305,785.23 14,625,000.00 5,550,000.00
-
-
-
-
2.82 891.06 31.96 31.96 2.82
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
3,505,856.58 18,416,747.70 6,833,438.07 221,335.09
-
-
-
-
4.15 1,183.98 37.72 37.72
3,505,856.58 18,416,747.70 6,833,438.07 221,335.09
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
-
-
-
-
0.71 125.69 9.52 9.52 0.71
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
-
-
10.80 1,640.35 81.00 81.00 10.80
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
-
-
-
-
1.58 383.90 23.63 23.63 1.58
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
-
-
-
-
5.35 844.23 35.67 35.67 5.35
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
-
-
-
-
7.28 1,148.34 48.51 48.51 7.28
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
-
-
-
-
8.83 1,393.29 58.86 58.86 8.83
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
196.75 28,855.56 1,639.58 1,639.58 196.75
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
184,894,378.95 448,848,221.17 290,949,603.43 9,621,041.36 34,973,960.95
12,928,321 -
3.50 214.44 214.44 3.50
3,287,727.69 38,054,049.92 1,258,360.84 621,894.84
193.25 29,686.70 1,425.13 1,425.13 193.25
181,606,651.26 461,776,542.18 252,895,553.51 8,362,680.51 34,352,066.11
67.20 m3
939,746.00
63,150,931.20
-
2.54
2,386,473.69
64.66
60,764,457.51
831.14 -
-
-
NO
MACAM PEKERJAAN
Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 25 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 26 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting 27 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 28 Beton plat meja ganti popok di ruang laktasi, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
D. I
VOLUME 4,765.60 kg 560.00 m2 67.20 m3
KONTRAK HARGA SATUAN (Rp) 15,168.10 195,500.00 177,759.00
JUMLAH HARGA (Rp) 72,285,097.36 109,480,000.00 11,945,404.80
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm 2 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
VOLUME
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
139,082.41 129,652.00 262,631.92 8,684.64
0.58 65.22 5.79 5.79 0.58
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
544,112.93 1,014,439.31 1,027,458.66 33,975.72 54,024.17
0.29 33.07 2.94 2.94 0.29
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
-
4,126,084,611.99
171,437,229.60
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08
-
-
-
115,699,440 2,844,217 5,265,000
-
-
-
-
-
LANTAI 3 PEKERJAAN BETON 1 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
82.39 16,326.52 507.00 507.00 82.39 -
13.00 3,012.71 105.00 105.00 13.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
93,306.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
1,240.00 98.96 90.00
12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00
-
4,765.60 kg 560.00 m2 67.20 m3
3 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
-
93,306.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
940.00 -
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 5,559.21 84,322,628.13 528.98 103,416,039.65 64.66 11,493,987.95
VOLUME
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
-
-
1.70 998.77 22.96 22.96 1.70
1,592,869.47 15,535,820.03 4,004,889.84 134,729.28 158,153.67
11.20 1,017.56 80.20 80.20 11.20
10,525,155.20 15,828,215.28 13,989,205.80 470,613.60 1,045,027.20
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
139,082.41 129,652.00 262,631.92 8,684.64
-
-
-
-
0.15 8.34 1.48 1.48
139,082.41 129,652.00 262,631.92 8,684.64
0.58 65.22 5.79 5.79 0.58
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
544,112.93 1,014,439.31 1,027,458.66 33,975.72 54,024.17
-
-
-
-
0.58 65.22 5.79 5.79 0.58
544,112.93 1,014,439.31 1,027,458.66 33,975.72 54,024.17
0.29 33.07 2.94 2.94 0.29
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
-
-
-
-
0.29 33.07 2.94 2.94 0.29
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
4,163,250,266.34
82.39 16,326.52 507.00 507.00 82.39 -
13.00 3,012.71 105.00 105.00 13.00
-
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08
kg kg bh
93,306.00 28,740.00 58,500.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
kg kg bh
93,306.00 28,740.00 58,500.00
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00
4,876,315,344.79
20.44 20.44 -
3,626,450 119,918 -
2.06 378.56 1.65
1,932,822.59 5,888,514.79 153,744.96
80.33 15,947.96 527.44 527.44 80.74
75,490,500.99 248,070,527.13 93,595,627.94 3,094,994.45 7,533,503.11
3,356.50 285.02 90.00
313,181,589 8,191,345 5,265,000
-
-
3,356.50 285.02 90.00
313,181,589.00 8,191,345.47 5,265,000.00
-
2.81 278.54 16.41 16.41 2.81
2,638,806.77 4,332,631.95 2,911,665.23 96,282.14 262,003.25
10.19 2,734.18 88.59 88.59 10.19
9,577,891.23 42,530,098.55 15,721,004.77 519,857.86 950,974.75
2.43 683.54 22.15 22.15 2.55 921.20 56.81 28.00
2,285,759 10,632,525 3,930,251 129,964 237,744 85,953,487 1,632,853 1,638,000
-
-
2.43 683.54 22.15 22.15 2.55
2,285,759.23 10,632,524.64 3,930,251.19 129,964.46 237,743.69
921.20 56.81 28.00
85,953,487.20 1,632,853.33 1,638,000.00
6,998,446 5,634,519 186,321 920,951 4,221,675 2,886,822 95,461 91,440
0.28 0.28 -
263,128.88 26,125.68 -
13.72 3,712.01 227.75 227.75 13.72
12,893,315.12 57,740,379.84 40,415,503.41 1,336,448.74 1,280,158.32
0.98 271.40 16.27 16.27 0.98
920,951.08 4,221,675.34 2,886,821.67 95,460.62 91,439.88
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
Beton kolom K3A (200x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
3.00 630.82 49.80 49.80 3.00
2,819,238 9,812,414 8,837,209 292,226 279,918
-
-
3.00 630.82 49.80 49.80 3.00
2,819,238.00 9,812,414.12 8,837,209.20 292,226.40 279,918.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
1.54 1.54 -
272,569 9,013 -
0.78 639.78 0.40
736,253.40 9,951,741.32 37,322.40
19.22 1,852.03 81.54 81.54 19.60
18,058,666.60 28,808,314.21 14,468,889.34 478,453.25 1,828,797.60
-
kg kg bh
93,306.00 28,740.00 58,500.00
-
3,371.20 318.46 80.00
314,553,187 9,152,644 4,680,000
-
-
3,371.20 318.46 80.00
314,553,187.20 9,152,643.86 4,680,000.00
-
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
-
-
-
Kolom K4 (Hbeam 400) Plat Plandes tebal 12 mm Angkur Baut 22 mm
-
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
kg kg bh
93,306.00 28,740.00 58,500.00
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00 1,320.00 110.58 -
-
-
-
123,163,920 3,178,001 -
-
-
Beton Kolom Lift KL (500x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk Page 11
20.00 2,491.81 80.00 80.00 20.00
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00
708,697,785.34
-
m3 kg m2 m2 m3
14.00 3,262.10 196.00 196.00 14.00
m3 kg m2 m2 m3
1,421,762,863.79
Beton kolom K3' (200x500) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk
20.00 2,491.81 80.00 80.00 20.00
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) 31.02 6,063,960.35 2.54 451,416.85
VOLUME
m3 kg m2 m2 m3
134,271,575.25
87,707,640 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 793.61 12,037,531 -
VOLUME
449.92 31.75 31.75 0.98 271.40 16.27 16.27 0.98
4 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
14.00 3,262.10 196.00 196.00 14.00
kg kg bh
JUMLAH HARGA (Rp) 72,285,097.36 109,480,000.00 11,945,404.80
12.90 2,016.33 103.16 103.16 12.90
Beton kolom K2' (400x650) a Beton mutu K300 slum + 12 b Besi beton c Bekesting d Bongkar begesting e Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm
CCO HARGA SATUAN (Rp) 15,168.10 195,500.00 177,759.00
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00
-
-
NO
MACAM PEKERJAAN 5 Beton kolom praktis KP (110x110) 6 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 7 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
VOLUME 425.00 m'
KONTRAK HARGA SATUAN (Rp) 84,195.00
JUMLAH HARGA (Rp) 35,782,875.00
123.16 24,343.31 1,026.30 1,026.30 123.16
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
115,735,358.38 378,660,166.79 185,931,692.10 6,022,328.40 23,185,594.87
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
123.06 27,558.68 1,292.15 1,292.15 123.06
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
115,647,210.20 428,675,326.45 234,095,500.67 7,582,354.39 23,167,935.90
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
425.00 m'
CCO HARGA SATUAN (Rp) 84,195.00
JUMLAH HARGA (Rp) 35,782,875.00
123.16 24,343.31 1,026.30 1,026.30 123.16
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
115,735,358.38 378,660,166.79 185,931,692.10 6,022,328.40 23,185,594.87
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
123.06 27,558.68 1,292.15 1,292.15 123.06
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
115,647,210.20 428,675,326.45 234,095,500.67 7,582,354.39 23,167,935.90
Beton balok B2A (300x600) a Beton mutu K300 slum + 12 b Besi beton c Bekesting Bongkar begesting Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
-
Beton balok B3 (350x800) a Beton mutu K300 slum + 12 b Besi beton c Bekesting Bongkar begesting Stutwerk
-
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
-
350.00 kg 5,920.00 kg 1,929.60 kg kg 1,701.00 kg kg 9,410.15 kg kg 250.00 bh 300.00 bh
28,740.00 30,638.00 30,638.00
9 Plat Plandes tebal 12 mm 10 Balok IWF HONEYCOMB 1050X300 11 Balok IWF HONEYCOMB 525X175 Balok IWF 400X200 12 Balok IWF HONEYCOMB 450X150 Balok IWF 300X150 13 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250 13 Angkur Baut 22 mm 14 Baut HTB dia. 19 mm lengkap dengan ring dan mur 15 Beton balok BK (300x700) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 16 Beton balok Lisplank (150x450) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton balok BL (110x110) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting 19 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 20 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 21 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 22 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12
350.00 kg 5,920.00 kg 1,929.60 kg
28,740.00 30,638.00 30,638.00
10,059,000.00 181,376,960.00 59,119,084.80
-
-
-
1,701.00 kg 9,410.15 kg
30,638.00
52,115,238.00
-
-
-
30,638.00
288,308,175.70
-
-
-
250.00 bh 300.00 bh
58,500.00 18,500.00
14,625,000.00 5,550,000.00
-
-
-
36.21 7,930.47 293.14 293.14 36.21
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
34,029,273.97 123,358,463.09 53,106,895.81 1,720,132.61 6,817,181.64
15.58 4,627.21 242.29 242.29 15.58
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
14,637,454.80 71,976,191.49 43,895,469.66 1,421,774.47 2,932,363.12
2.78 879.22 31.54 31.54 2.78
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
2,614,843.25 13,676,199.16 5,713,101.35 185,047.38 523,839.02
4.15 1,232.58 64.54 64.54
m3 kg m2 m2
939,746.00 15,555.00 181,167.00 5,868.00
3,899,090.73 19,172,848.35 11,692,771.81 378,728.94
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 m3
939,746.00
6,838,343.69
Page 12
10,059,000.00 181,376,960.00 59,119,084.80
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) 102.04 8,591,258
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 527.04 44,374,132.80
VOLUME
-
55.19 9,637.05 470.14 470.14 55.19
51,862,702.25 149,904,357.10 85,173,128.71 2,758,758.05 10,389,803.26
67.97 14,706.26 556.16 556.16 67.97
63,872,656.13 228,755,809.69 100,758,563.39 3,263,570.35 12,795,791.62
5.76 1,115.91 27.52 27.52 5.76
5,412,937 17,357,959 4,985,716 161,487 1,084,389
-
-
11.52 2,020.23 62.72 62.72 11.52
10,825,873.92 31,424,695.38 11,362,794.24 368,040.96 2,168,778.24
7,444.52 8.18 1,383.24 135.07 135.07 8.18
115,799,455 7,682,424 21,516,258 24,469,665 792,573 1,539,042
13.37 403.63 403.63 13.37 -
12,562,712.48 73,124,744.19 2,368,510.82 2,516,724.07 -
109.69 35,003.20 888.52 888.52 109.69
103,084,497.72 544,474,781.82 160,970,756.47 5,213,843.58 20,651,211.83
8.18 1,383.24 135.07 135.07 8.18
7,682,423.55 21,516,258.13 24,469,665.07 792,572.57 1,539,041.85
Err:509 Err:509 Err:509 Err:509 Err:509
81.53 395.72 7,537.10 3,996.57 8,208.23 -
Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509
Err:509 Err:509 Err:509 Err:509 Err:509
2,343,103 12,124,192 -
1,929.60 1,701.00 9,410.15 -
59,119,084.80 52,115,238.00 288,308,175.70 -
431.53 6,315.72 7,537.10 3,996.57 8,208.23 250.00 300.00
12,402,103.22 193,501,151.91 -
30,638.00
52,115,238.00
30,638.00
288,308,175.70
-
58,500.00 18,500.00
14,625,000.00 5,550,000.00
-
-
10.80 1,640.35 81.00 81.00 10.80 -
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80 -
36.21 7,930.47 293.14 293.14 36.21 15.58 4,627.21 242.29 242.29 15.58 2.78 879.22 31.54 31.54 2.78 4.15 1,232.58 64.54 64.54 0.71 125.69 9.52 9.52 0.71 1.58 383.90 23.63 23.63 1.58
34,029,273.97 123,358,463.09 53,106,895.81 1,720,132.61 6,817,181.64 14,637,454.80 71,976,191.49 43,895,469.66 1,421,774.47 2,932,363.12 2,614,843.25 13,676,199.16 5,713,101.35 185,047.38 523,839.02 3,899,090.73 19,172,848.35 11,692,771.81 378,728.94 670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07 1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
14,625,000.00 5,550,000.00
36.21 7,930.47 293.14 293.14 36.21 15.58 4,627.21 242.29 242.29 15.58 2.78 879.22 31.54 31.54 2.78 4.15 1,232.58 64.54 64.54 0.71 125.69 9.52 9.52 0.71 10.80 1,640.35 81.00 81.00 10.80 1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
m3 kg m2 m2
939,746.00 15,555.00 181,167.00 5,868.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
34,029,273.97 123,358,463.09 53,106,895.81 1,720,132.61 6,817,181.64 14,637,454.80 71,976,191.49 43,895,469.66 1,421,774.47 2,932,363.12 2,614,843.25 13,676,199.16 5,713,101.35 185,047.38 523,839.02 3,899,090.73 19,172,848.35 11,692,771.81 378,728.94 670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07 10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80 1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
-
-
-
-
5.35 844.23 35.67 35.67 5.35
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 m3
939,746.00
6,838,343.69
-
-
-
-
7.28
6,838,343.69
NO
MACAM PEKERJAAN
Besi beton Bekesting Bongkar begesting Stutwerk 23 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 24 Beton plat lantai + plat talang tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton integral 25 Beton plat lantai, tebal 12 cm memakai floordex Besi beton Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 26 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 27 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting 28 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
E. I
1,148.34 48.51 48.51 7.28
kg m2 m2 m3
KONTRAK HARGA SATUAN (Rp) 15,555.00 167,989.00 5,868.00 93,306.00
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
277.75 40,735.85 2,314.62 2,314.62 277.75 277.75
m3 kg m2 m2 m3 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 78,548.00
261,018,304.46 633,646,097.36 410,738,133.85 13,582,175.49 49,373,291.06 21,817,029.05
82.10 5,822.20 684.16 82.10
m3 kg m2 m3
939,746.00 15,168.10 195,500.00 177,759.00
77,152,394.80 88,311,736.09 133,753,280.00 14,593,871.69
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
139,082.41 129,652.00 262,631.92 8,684.64
0.76 85.32 7.58 7.58 0.76
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
711,880.15 1,327,223.01 1,344,256.64 44,451.51 70,681.53 5,232,091,232.27 5,232,091,232.27
VOLUME
JUMLAH HARGA (Rp) 17,862,366.50 8,149,482.37 284,668.42 678,969.10
LANTAI 4 PEKERJAAN BETON
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
337,858,218.52 337,858,218.52
-
-
-
kg m2 m2 m3
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
277.75 40,735.85 2,314.62 2,314.62 277.75 277.75
m3 kg m2 m2 m3 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 78,548.00
261,018,304.46 633,646,097.36 410,738,133.85 13,582,175.49 49,373,291.06 21,817,029.05
82.10 5,822.20 684.16 82.10
m3 kg m2 m3
939,746.00 15,168.10 195,500.00 177,759.00
77,152,394.80 88,311,736.09 133,753,280.00 14,593,871.69
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
0.15 8.34 1.48 1.48
m3 kg m2 m2
939,746.00 15,555.00 177,454.00 5,868.00
0.76 85.32 7.58 7.58 0.76
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
-
20.28 3,425.08 124.80 124.80 20.28
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
19,058,048.88 53,277,167.03 22,146,259.20 732,326.40 1,892,245.68
2.08 482.03 16.80 16.80 2.08
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
1,954,671.68 7,498,036.88 2,981,227.20 98,582.40 194,076.48
16.00 1,696.57 64.00 64.00 16.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
15,035,936.00 26,390,130.47 11,357,056.00 375,552.00 1,492,896.00
1.08 251.65 15.12 15.12 1.08 292.00
m3 kg m2 m2 m3 m'
1,014,925.68 3,914,377.75 2,683,104.48 88,724.16 100,770.48 24,584,940.00
8.64 1,312.28 64.80 64.80 8.64
m3 kg m2 m2 m3
2.09 508.21 31.28 31.28 2.09
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 84,195.00 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
20.16 4,456.41 168.00 168.00 20.16
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
18,945,279.36 69,319,504.17 30,436,056.00 985,824.00 3,795,361.92
3.62 810.67 38.01 38.01
m3 kg m2 m2
939,746.00 15,555.00 181,167.00 5,868.00
3,401,880.52 12,609,921.50 6,886,157.67 223,042.68
8,119,405.44 20,412,534.21 11,499,019.20 380,246.40 806,163.84 1,959,520.77 7,905,278.29 5,666,432.73 183,535.78 392,556.39
JUMLAH HARGA (Rp) 17,862,366.50 8,149,482.37 284,668.42 678,969.10
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
-
CCO II cek JUMLAH HARGA timpang (Rp) 1,148.34 17,862,366.50 48.51 8,149,482.37 48.51 284,668.42 7.28 678,969.10
VOLUME -
VOLUME
-
-
-
8.83 1,393.29 58.86 58.86 8.83
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
6,074.27 -
94,485,307 -
3.54 89.38 89.38 3.54 3.54
3,325,178.45 15,860,394.89 524,467.17 628,978.89 277,932.67
274.22 46,810.12 2,225.24 2,225.24 274.22 274.22
257,693,126.01 728,131,404.10 394,877,738.96 13,057,708.32 48,744,312.17 21,539,096.37
1,006.73 -
15,270,107 -
11.88 144.47 11.88
11,163,054.78 28,243,298.50 2,111,563.61
70.22 6,828.93 539.69 70.22
65,989,340.02 103,581,842.61 105,509,981.50 12,482,308.08
-
-
2.93 1,012.47 32.86 32.86 2.93
2,755,805.15 15,749,000.27 5,731,736.94 192,822.48 273,619.85
9.96 1,003.86 70.30 70.30 9.96
9,362,219.53 15,615,035.04 12,262,358.70 412,520.40 929,561.03
139,082.41 129,652.00 262,631.92 8,684.64
-
-
-
-
0.15 8.34 1.48 1.48
139,082.41 129,652.00 262,631.92 8,684.64
711,880.15 1,327,223.01 1,344,256.64 44,451.51 70,681.53 5,232,091,232.27 5,232,091,232.27
-
-
-
-
0.76 85.32 7.58 7.58 0.76
711,880.15 1,327,223.01 1,344,256.64 44,451.51 70,681.53 Err:509 Err:509
-
-
-
-
-
Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 1 Beton kolom K1a (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 2 Beton kolom K2 (400x650) Beton kolom K2' (400x650) pengganti Beton kolom K2 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 3 Beton kolom K4a (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 4 Beton kolom K5 (150X300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 5 Beton kolom praktis KP (110x110) 6 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 7 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok ring RB1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 9 Beton balok ring RB2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting
1,148.34 48.51 48.51 7.28
CCO HARGA SATUAN (Rp) 15,555.00 167,989.00 5,868.00 93,306.00
VOLUME
-
-
-
-
-
-
20.28 3,425.08 124.80 124.80 20.28
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
19,058,048.88 53,277,167.03 22,146,259.20 732,326.40 1,892,245.68
6.76 4,320.45 51.84 51.84 6.76
6,352,683 67,204,639 9,199,215 304,197 630,749
-
-
27.04 7,745.54 176.64 176.64 27.04
25,410,731.84 120,481,806.18 31,345,474.56 1,036,523.52 2,522,994.24
-
-
-
2.08 482.03 16.80 16.80 2.08
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
1,954,671.68 7,498,036.88 2,981,227.20 98,582.40 194,076.48
1.40 732.74 14.84 14.84 1.56
1,313,163 11,397,792 2,633,417 87,081 145,557
-
-
3.48 1,214.78 31.64 31.64 3.64
3,267,835.15 18,895,829.14 5,614,644.56 185,663.52 339,633.84
16.00 1,696.57 64.00 64.00 16.00
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
15,035,936.00 26,390,130.47 11,357,056.00 375,552.00 1,492,896.00
-
16.00 1,696.57 64.00 64.00 16.00
15,035,936.00 26,390,130.47 11,357,056.00 375,552.00 1,492,896.00
1.08 251.65 15.12 15.12 1.08 292.00
m3 kg m2 m2 m3 m'
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 84,195.00
1,014,925.68 3,914,377.75 2,683,104.48 88,724.16 100,770.48 24,584,940.00
879,602 8,577,643 87,334 21,021,808
-
-
8.64 1,312.28 64.80 64.80 8.64
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
8,119,405.44 20,412,534.21 11,499,019.20 380,246.40 806,163.84
-
-
8.64 1,312.28 64.80 64.80 8.64
8,119,405.44 20,412,534.21 11,499,019.20 380,246.40 806,163.84
2.09 508.21 31.28 31.28 2.09
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,959,520.77 7,905,278.29 5,666,432.73 183,535.78 392,556.39
-
-
-
-
2.09 508.21 31.28 31.28 2.09
1,959,520.77 7,905,278.29 5,666,432.73 183,535.78 392,556.39
20.16 4,456.41 168.00 168.00 20.16
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
18,945,279.36 69,319,504.17 30,436,056.00 985,824.00 3,795,361.92
5,818,907 40,886,242 9,348,217 302,789 1,165,718
-
-
26.35 7,084.91 219.60 219.60 26.35
24,764,186.59 110,205,745.98 39,784,273.20 1,288,612.80 4,961,080.22
3.62 810.67 38.01 38.01
m3 kg m2 m2
939,746.00 15,555.00 181,167.00 5,868.00
3,401,880.52 12,609,921.50 6,886,157.67 223,042.68
-
3.62 810.67 38.01 38.01
3,401,880.52 12,609,921.50 6,886,157.67 223,042.68
Page 13
0.94 551.44 0.94 249.68
6.19 2,628.50 51.60 51.60 6.19 -
2.02 803.09 15.12 15.12 2.02 541.68 -
-
1,894,527.94 12,492,021.06 2,683,104.48 88,724.16 188,104.90 45,606,747.60 -
-
NO
MACAM PEKERJAAN
m3
KONTRAK HARGA SATUAN (Rp) 188,262.00
JUMLAH HARGA (Rp) 681,508.44
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
6,315,093.12 33,671,645.12 9,638,084.40 312,177.60 1,265,120.64
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
7,599,256.03 24,863,063.42 12,208,391.21 395,429.85 1,522,380.66
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,061,912.98 3,936,246.21 2,149,546.46 69,623.82 212,736.06
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
4,210,062.08 19,447,984.27 5,652,410.40 183,081.60 843,413.76
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
17,192,653.07 44,498,257.15 25,529,428.44 858,840.48 1,707,033.27
VOLUME
Stutwerk 3.62 10 Beton balok ring RB3 (300x800) Beton balok ring RB3 (300x700) pengganti Beton balok ring RB3 (300x800) Beton mutu K300 slum + 12 6.72 Besi beton 2,164.68 Bekesting 53.20 Bongkar begesting 53.20 Stutwerk 6.72 11 Beton balok B1 (300X600) Beton mutu K300 slum + 12 8.09 Besi beton 1,598.40 Bekesting 67.39 Bongkar begesting 67.39 Stutwerk 8.09 12 Beton balok B2 (250X400) Beton mutu K300 slum + 12 1.13 Besi beton 253.05 Bekesting 11.87 Bongkar begesting 11.87 Stutwerk 1.13 13 Beton balok B3 (350X800) Beton mutu K300 slum + 12 4.48 Besi beton 1,250.27 Bekesting 31.20 Bongkar begesting 31.20 Stutwerk 4.48 14 Beton balok lift 150x400 Beton mutu K300 slum + 12 0.71 Besi beton 125.69 Bekesting 9.52 Bongkar begesting 9.52 Stutwerk 0.71 15 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 18.30 Besi beton 2,860.70 Bekesting 146.36 Bongkar begesting 146.36 Stutwerk 18.30
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
Page 14
VOLUME 3.62 m3
CCO HARGA SATUAN (Rp) 188,262.00
JUMLAH HARGA (Rp) 681,508.44
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 3.62 681,508.44
VOLUME
VOLUME
CCO II JUMLAH HARGA (Rp) -
6.72 2,164.68 53.20 53.20 6.72
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
6,315,093.12 33,671,645.12 9,638,084.40 312,177.60 1,265,120.64
-
-
6.72 2,164.68 53.20 53.20 6.72
6,315,093.12 33,671,645.12 9,638,084.40 312,177.60 1,265,120.64
-
-
8.09 1,598.40 67.39 67.39 8.09
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
7,599,256.03 24,863,063.42 12,208,391.21 395,429.85 1,522,380.66
-
-
8.09 1,598.40 67.39 67.39 8.09
7,599,256.03 24,863,063.42 12,208,391.21 395,429.85 1,522,380.66
-
-
1.13 253.05 11.87 11.87 1.13
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
1,061,912.98 3,936,246.21 2,149,546.46 69,623.82 212,736.06
-
-
-
-
1.13 253.05 11.87 11.87 1.13
1,061,912.98 3,936,246.21 2,149,546.46 69,623.82 212,736.06
4.48 1,250.27 31.20 31.20 4.48
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
4,210,062.08 19,447,984.27 5,652,410.40 183,081.60 843,413.76
-
-
-
-
4.48 1,250.27 31.20 31.20 4.48
4,210,062.08 19,447,984.27 5,652,410.40 183,081.60 843,413.76
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
-
-
-
-
0.71 125.69 9.52 9.52 0.71
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
18.30 2,860.70 146.36 146.36 18.30
m3 kg m2 m2 m3
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
17,192,653.07 44,498,257.15 25,529,428.44 858,840.48 1,707,033.27
-
-
9.57 1,843.14 85.96 85.96 9.57
8,993,369.22 28,670,041.87 14,993,916.84 504,413.28 892,938.42
8.73 1,017.56 60.40 60.40 8.73
8,199,283.85 15,828,215.28 10,535,511.60 354,427.20 814,094.85
cek timpang
NO
MACAM PEKERJAAN
16 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton plat atap tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Waterstop lebar 200 mm 19 Floor hardener 19 Lisplang GRC Pracetak lebar 45 cm, tebal 3 cm lengkap dengan pengg II
1.02 114.89 10.20 10.20 1.02 41.30 6,057.13 344.17 344.17 41.30 142.60 1,951.58 165.00
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
958,540.92 1,787,095.16 1,810,030.80 59,853.60 95,172.12
m3 kg m2 m2 m3 m' m2 m1
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 215,456.00 57,394.00 455,000.00
38,811,581.22 94,218,706.32 61,073,864.05 2,019,573.72 7,341,460.21 30,724,025.60 112,008,896.43 75,075,000.00 1,057,349,018.91
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
III
18,749.59 1,526.72 8,364.26 1,171.37 1,309.44 2,249.95 1,450.00 650.00 165.00 265.00 447.23 986.75 291.35 1,597.32
kg kg kg kg kg kg kg kg bh bh kg kg kg m2
30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 28,740.00 30,638.00 42,500.00 14,550.00 15,555.50 15,555.50 15,555.50 168,625.00
-
152.00 m1
67,909.00
-
574,449,926.16 46,775,647.36 256,264,080.23 35,888,519.85 40,118,622.72 64,663,584.61 41,673,000.00 19,914,700.00 7,012,500.00 3,855,750.00 6,956,908.91 15,349,370.46 4,532,113.28 269,348,085.00 10,322,168.00 1,397,124,976.59
-
PEKERJAAN FINISHING ATAP 1 Atap genteng keramik Glazure 2 Bubungan genteng keramik Glazure + cat genteng 3 Galvalum flet tebal 0.3 mm 4 Peredam Panas Thermal Insulation tebal 8 mm bawah atap 5 Badongan hiasan pada atap
B
PEKERJAAN ARSITEKTUR
A. I
LANTAI BASEMENT PEKERJAAN PASANGAN DAN PLESTERAN 1 2 3 4 5 6 7
II
Pasangan dinding bata ringan Plesteran dinding bata ringan dgn menggunakan mortar instan Acian semen instan dinding bata ringan Acian beton semen instan Sponengan 1pc : 2ps Tali air dinding Lapis waterproffing pada plat dan dinding beton Coating
1,597.32 86.64 1,597.32 1,597.32 7.00
554.05 1,108.11 953.24 5,999.96 155.84 166.91 2,057.63
m2 m' m2 m2 unit
m2 m2 m2 m2 m' m' m2
122,652.00 109,416.00 55,967.00 98,180.00 425,000.00
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
73,812,602.82 62,213,503.26 32,887,836.74 283,798,175.17 7,952,359.36 8,517,097.30 96,490,580.94 565,672,155.59
PEKERJAAN LANTAI, DINDING KERAMIK DAN RAILLING BESI
1 2 3 4 5 6 7 8 9 10 11
Urug pasir bawah lantai keramik, tebal 10 cm Lantai floor hardener pada ruang parkir dan ramp Lantai ruangan granit tile (600x600) polished Lantai km/wc granit tile (600x600) unpolished Lantai trap dan bordes tangga granit tile (200x600) Alas granit pada meja beton wastafel Dinding lapis Granitile 600 x 600 depan pintu lift Dinding km/wc + wastafel granit tile Cutting (300x600), tinggi 3 m Stepnozing tangga 'Plint dinding granit (100x600) Cutting Hand Railling tangga " stainless steel " sesuai gambar
168.26 1,478.03 131.09 53.12 9.18 4.00 29.15 154.86 24.34 115.71 13.88
m3 m2 m2 m2 m2 m2 m2 m2 m' m' m'
199,002.00 57,394.00 257,408.00 279,408.00 366,180.00 341,285.00 297,285.00 327,884.00 69,660.00 65,090.00 227,750.00
-
195,914,492.64 9,479,802.24 89,397,208.44 156,824,877.60 2,975,000.00 454,591,380.92 2,909,065,376.42
33,483,945.18 84,830,139.91 33,743,820.65 14,840,979.45 3,362,447.85 1,365,140.00 8,665,857.75 50,777,099.89 1,695,524.40 7,531,628.99 3,160,031.25 243,456,615.31
PEKERJAAN KUSEN 1 Kusen dan daun pintu besi steel door pabrikasi(P.2A) lengkap pengg Uk.clear opening : lebar : 900+500 mm, Tinggi :2150 Consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handel LHTR AMK stainless steel SUS 304 1set : door closer 1 set : flush bolt 1LBR : kaca view UK.150mmx600 mm
3.00 unit
17,445,037.00
52,335,111.00
2 Kusen dan daun pintu (P.3) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
2.00 unit
2,894,463.00
5,788,926.00
3 Kusen dan daun pintu (P.4) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 130 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
2.00 unit
4,072,386.00
8,144,772.00
-
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) 4.14 3,889,635.03 3,889,635.03 1,309.44 40,118,622.72 40,118,622.72 798.66 78,412,438.80 78,412,438.80 122,420,696.55
VOLUME -
PEKERJAAN RANGKA ATAP
1 Rangka atap Kuda-kuda Baja IWF 300x150x6,5x9 2 Kolom Baja IWF 300x150x6,5x9 3 Gording baja C 150x50x20x2,3 4 Nok dan jurei baja 2xC 150x50x20x2,3 5 Baja IWF C 150x50x20x2,3 penggantung plafon 5 Plat Plendes 6 Plat simpul 7 Penahan gording L. 60.60.6 8 Angkur dia. 19 mm 9 Mur baut HTB dia. 16 mm lengkap dengan Ring 10 Treakcstang besi dia 12 mm 11 Sagrood besi dia 12 mm 12 Besi diameter 10 penggantung plafond 13 Usuk baja ringan profil ( 75x35, tebal 0.75mm jarak 100 ) dan reng baja ringan profil ( 30x45x40x15 mm, tebal 0.6 mm ) 14 Lisplank GRC 2x20/200
III
VOLUME
-
77.92 83.45 1,875.63
-
-
-
-
3,976,179.68 4,258,548.65 87,955,872.94 96,190,601.27 Page 15
VOLUME 1.02 114.89 10.20 10.20 1.02
CCO HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME
VOLUME
CCO II JUMLAH HARGA (Rp)
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
958,540.92 1,787,095.16 1,810,030.80 59,853.60 95,172.12
-
-
-
-
1.02 114.89 10.20 10.20 1.02
958,540.92 1,787,095.16 1,810,030.80 59,853.60 95,172.12
m3 kg m2 m2 m3 m' m2 m1
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 215,456.00 57,394.00 455,000.00
34,921,946.19 94,218,706.32 61,073,864.05 2,019,573.72 7,341,460.21 30,724,025.60 112,008,896.43 75,075,000.00 1,053,459,383.89
-
-
-
-
37.16 6,057.13 344.17 344.17 41.30 142.60 1,951.58 165.00
34,921,946.19 94,218,706.32 61,073,864.05 2,019,573.72 7,341,460.21 30,724,025.60 112,008,896.43 75,075,000.00 969,299,367.49
kg kg kg kg kg kg kg kg bh bh kg kg kg m2
30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 28,740.00 30,638.00 42,500.00 14,550.00 15,555.50 15,555.50 15,555.50 168,625.00
574,449,926.16 46,775,647.36 256,264,080.23 35,888,519.85 64,663,584.61 41,673,000.00 19,914,700.00 7,012,500.00 3,855,750.00 6,956,908.91 15,349,370.46 4,532,113.28 269,348,085.00
201,585,049 30,808,960 28,724,291 19,133,250 -
1,749.98 1,285.14 376.66 -
53,615,962.61 36,934,864.74 10,825,318.40 -
25,329.17 2,532.30 6,614.27 2,108.91 964.81 1,073.34 650.00 165.00 1,580.00 447.23 986.75 291.35 1,597.32
776,034,975.65 77,584,607.40 202,648,117.62 64,612,811.15 27,728,719.87 30,847,681.60 19,914,700.00 7,012,500.00 22,989,000.00 6,956,908.91 15,349,370.46 4,532,113.28 269,348,085.00
152.00 m1
67,909.00
10,322,168.00 1,357,006,353.87
-
-
-
-
152.00
10,322,168.00 1,535,881,758.95
122,652.00 109,416.00 55,967.00 98,180.00 425,000.00
195,914,492.64 9,479,802.24 89,397,208.44 78,412,438.80 2,975,000.00 376,178,942.12 2,786,644,679.88 27,664,331,516.70
-
-
-
-
1,597.32 86.64 1,597.32 798.66 7.00
195,914,492.64 9,479,802.24 89,397,208.44 78,412,438.80 2,975,000.00 376,178,942.12 2,881,360,068.56 Err:509
73,812,602.82 62,213,503.26 32,887,836.74 283,798,175.17 3,976,179.68 4,258,548.65 8,534,708.00 469,481,554.32 33,483,945.18 84,830,139.91 33,743,820.65 14,840,979.45 3,362,447.85 1,365,140.00 8,665,857.75 50,777,099.89 1,695,524.40 7,531,628.99 3,160,031.25 243,456,615.31 52,335,111.00 5,788,926.00 8,144,772.00 -
37.16 6,057.13 344.17 344.17 41.30 142.60 1,951.58 165.00
18,749.59 1,526.72 8,364.26 1,171.37 2,249.95 1,450.00 650.00 165.00 265.00 447.23 986.75 291.35 1,597.32
1,597.32 86.64 1,597.32 798.66 7.00
554.05 1,108.11 953.24 5,999.96 77.92 83.45 182.00 168.26 1,478.03 131.09 53.12 9.18 4.00 29.15 154.86 24.34 115.71 13.88 2,181.62 3.00 2.00 2.00 -
m2 m' m2 m2 unit
m2 m2 m2 m2 m' m' m2
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
m3 m2 m2 m2 m2 m2 m2 m2 m' m' m'
199,002.00 57,394.00 257,408.00 279,408.00 366,180.00 341,285.00 297,285.00 327,884.00 69,660.00 65,090.00 227,750.00
unit
17,445,037.00
unit
2,894,463.00
unit
4,072,386.00
73,812,602.82 62,213,503.26 32,887,836.74 283,798,175.17 3,976,179.68 4,258,548.65 8,534,708.00 469,481,554.32 33,483,945.18 84,830,139.91 33,743,820.65 14,840,979.45 3,362,447.85 1,365,140.00 8,665,857.75 50,777,099.89 1,695,524.40 7,531,628.99 3,160,031.25 243,456,615.31 52,335,111.00 5,788,926.00 8,144,772.00 -
6,579.58 1,005.58 937.54 1,315.00 -
Err:509
-
-
-
-
554.05 1,108.11 953.24 5,999.96 77.92 83.45 182.00
-
-
-
-
168.26 1,478.03 131.09 53.12 9.18 4.00 29.15 154.86 24.34 115.71 13.88 2,181.62 3.00 2.00 2.00 -
-
cek timpang
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
3 Kusen dan daun pintu (P.8) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 65 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
2,634,406.00
10,537,624.00
4 Kusen dan daun pintu (P.SH) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 65 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
1,818,384.40
7,273,537.60
5 Kusen dan daun jendela (J17) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun jendela kaca bening 5 mm ram alumunium Casment Rambuncis
1.00 unit
4,064,488.00
4,064,488.00
6 Kusen dan daun jendela (J18) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun jendela kaca bening 5 mm ram alumunium Kaca bening 5 mm Casment Rambuncis
1.00 unit
3,008,127.00
3,008,127.00
7 Kusen dan daun jendela (J19) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun jendela kaca bening 5 mm ram alumunium Casment Rambuncis
1.00 unit
2,237,205.00
2,237,205.00
8 Cubicle pabrikasi panel phenolic lengkap dengan assesories (1 unit 2 cu Shower stand Joint connector wall Joint connector T Joint cross Joint cross T Joint cross W Shower cross bar Engsel cubical Shower handel Shower lock Shower strike box Panel phenolic 12 mm (700x1800mm) 2 lbr swing Panel phenolic 12 mm (200x1800mm) 1 lbr Panel phenolic 12 mm (350x1800mm) 1 lbr Panel phenolic 12 mm (100x1800mm) 1 lbr Panel phenolic 12 mm (1725x1800mm) 1 lbr Biaya pemasangan, akomodasi,pengiriman
4.00 unit
9,163,990.00
36,655,960.00
130,045,750.60 IV
PEKERJAAN PLAFOND 1 2 3 4 5
V
Cat dinding dan beton kolom " wheater shield " Cat plafond Cat plafond expose beton temasuk compon Cat beton balok dan plat " wheater shield "
m2 m2 m2 m1 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
4,344,622.82 2,317,723.25 1,697,530.08 937,500.00 817,235.00 10,114,611.16
1,833.43 62.59 1,409.62 1,127.86
m2 m2 m2 m2
31,542.00 15,729.00 36,717.00 31,542.00
57,829,985.98 984,407.33 51,757,179.09 35,575,067.99 146,146,640.39
4,436,909.00 5,464,471.00 2,047,728.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 4,786,853.00 384,120.00 631,438.00
17,747,636.00 21,857,884.00 8,190,912.00 1,540,000.00 2,758,800.00 750,200.00 982,072.00 992,032.00 660,000.00 2,600,000.00 1,030,320.00 3,998,340.00 5,847,360.00 9,573,706.00 58,106,600.64 11,365,884.00 148,001,746.64 1,243,437,519.70
PEKERJAAN SANITASI
1 Kloset duduk monoblock lengkap 2 Kloset duduk jongkok 3 Wastafel lengkap 4 Kran air wastafel 5 Jet Washer 6 Tempat tisu gulung 7 Kran air dia. 1/2 8 Floor drain Stainles steel 9 Clean out 10 Cermin pada wastafel 11 Instalasi air bersih PVC dia. 1" 12 Instalasi air kotor PVC dia. 3" 13 Instalasi tinja PVC dia. 4" 14 Bak Sumpit Beton Bertulang Uk. 80 x 80 x 80 15 Gutter keliling lebar 15 cm tebal 3 cm 16 Grill gutter besi cor tebal 4 cm lebar 40 cm
B.
62.59 21.48 41.11 25.00 36.50
PEKERJAAN CAT-CATAN 1 2 3 4
VI
Rangka plafon besi hollow dan penggantung Plafond PVC pada km/wc Plafond gypsum 9 mm List plafon PVC 3 x 3 cm List plafond gypsum C7
4.00 4.00 4.00 4.00 8.00 4.00 4.00 4.00 4.00 4.00 30.00 30.00 30.00 2.00 151.27 18.00
unit unit unit unit unit unit unit unit unit unit m' m' m' unit m' m'
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
30.00 30.00 30.00 2.00 75.64 -
VOLUME
1,030,320.00 3,998,340.00 5,847,360.00 9,573,706.00 29,053,300.32 49,503,026.32 145,693,627.59
4.00 4.00 1.00 1.00 1.00 4.00 -
CCO HARGA SATUAN (Rp)
unit
2,634,406.00
unit
1,818,384.40
unit
4,064,488.00
unit
3,008,127.00
unit
2,237,205.00
unit
9,163,990.00
62.59 21.48 41.11 25.00 36.50
m2 m2 m2 m1 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
1,833.43 62.59 1,409.62 1,127.86
m2 m2 m2 m2
31,542.00 15,729.00 36,717.00 31,542.00
4.00 4.00 4.00 4.00 8.00 4.00 4.00 4.00 4.00 4.00 75.64 18.00
unit unit unit unit unit unit unit unit unit unit m' m' m' unit m' m'
4,436,909.00 5,464,471.00 2,047,728.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 4,786,853.00 384,120.00 631,438.00
JUMLAH HARGA (Rp) 10,537,624.00 7,273,537.60 4,064,488.00 3,008,127.00 2,237,205.00 36,655,960.00 130,045,750.60 4,344,622.82 2,317,723.25 1,697,530.08 937,500.00 817,235.00 10,114,611.16 57,829,985.98 984,407.33 51,757,179.09 35,575,067.99 146,146,640.39 17,747,636.00 21,857,884.00 8,190,912.00 1,540,000.00 2,758,800.00 750,200.00 982,072.00 992,032.00 660,000.00 2,600,000.00 29,053,300.32 11,365,884.00 98,498,720.32 1,097,743,892.11
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
Page 16
-
-
-
-
-
-
-
-
-
-
-
LANTAI 1
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
0
-
CCO II cek JUMLAH HARGA timpang (Rp) 4.00 10,537,624.00 4.00 7,273,537.60 1.00 4,064,488.00 1.00 3,008,127.00 1.00 2,237,205.00 4.00 36,655,960.00 130,045,750.60 62.59 4,344,622.82 21.48 2,317,723.25 41.11 1,697,530.08 25.00 937,500.00 36.50 817,235.00 10,114,611.16 1,833.43 57,829,985.98 62.59 984,407.33 1,409.62 51,757,179.09 1,127.86 35,575,067.99 146,146,640.39 4.00 17,747,636.00 4.00 21,857,884.00 4.00 8,190,912.00 4.00 1,540,000.00 8.00 2,758,800.00 4.00 750,200.00 4.00 982,072.00 4.00 992,032.00 4.00 660,000.00 4.00 2,600,000.00 75.64 29,053,300.32 18.00 11,365,884.00 98,498,720.32 1,097,743,892.11 -
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN PASANGAN DAN PLESTERAN
I 1 2 3 4 5 6 7 8 II
1,867.89 3,735.78 44.80 3,370.66 1,325.94 758.94 530.31 388.41
m2 m2 m' m2 m2 m' m' m2
133,223.00 56,144.00 31,978.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
248,846,054.42 209,741,754.49 1,432,614.40 116,291,112.23 62,716,725.50 38,728,153.38 27,061,163.48 18,214,286.12 723,031,864.00
PEKERJAAN LANTAI, DINDING KERAMIK DAN RAILLING BESI
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 III
Pasangan dinding bata ringan Plesteran dinding bata ringan dgn menggunakan mortar instan Pasangan rollag batu bata 1pc : 3ps Acian semen instan dinding bata ringan Acian beton semen instan Sponengan 1pc : 2ps Tali air dinding Lapis waterproffing pada plat kanopy dan lantai km/wc " coating "
Lantai ramp granit tile (600x600) unpolished Lantai ruangan granit tile (600x600) polished Lapis bak tempat wudhlu granit tile (300x300) Lantai km/wc dan tempat wudhlu granit tile (600x600) unpolished Lantai trap dan bordes tangga granit tile Cutting (200x600) Lantai keramik alur pada ram (300x300) Alas granit pada meja beton wastafel Alas meja beton ganti popok granit tile (300x300) Dinding lapis Granitile 600 x 600 depan pintu lift Dinding km/wc dan meja beton wastafel granit tile Cutting (300x600), t Dinding meja beton wastafel pada ruang laktasi granit tile Cutting (300 Dinding meja beton pada tempat wudhu granit tile(300x600) Stepnozing tangga 'Plint dinding granit (100x600) Border dinding meja wastafel keramik pada ruang laktasi (70x300) Border dinding tempat wudhu (70x300) Hand Railling tangga " stainless steel " sesuai gambar Rangkaian railing tangga kombinasi kaca tempered dan pipa stainless Hand Raill ramp " stainless steel " sesuai gambar Hand Raill trap lantai samping " stainless steel " sesuai gambar Hand Railling km/wc difable " stainless steel " sesuai gambar
83.20 2,091.68 16.18 76.91 229.41 67.62 4.20 2.61 35.75 318.92 7.80 38.40 475.20 378.64 6.50 12.80 13.88 38.81 104.00 60.00 12.40
m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m' m' m' m' m' m2 m' m' m'
279,408.00 257,408.00 290,582.00 279,408.00 366,180.00 123,017.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 327,884.00 69,660.00 65,090.00 95,620.00 95,620.00 227,750.00 1,325,485.00 227,750.00 227,750.00 227,750.00
23,246,745.60 538,414,341.73 4,701,616.76 21,490,386.91 84,004,987.62 8,318,188.11 1,433,397.00 758,419.02 10,627,938.75 104,569,748.93 2,557,495.20 12,590,745.60 33,102,432.00 24,645,905.42 621,530.00 1,223,936.00 3,160,031.25 51,439,421.88 23,686,000.00 13,665,000.00 2,824,100.00 967,082,367.78
PEKERJAAN KUSEN DAN LAPIS DINDING 1 Pintu fremless (P.1) lengkap penggantung&pengunci dan penutup rell de a Sistem automatic sliding door single Double leaf, max. 1x150Kg Uk.opening lebar : 915 mm, Tinggi :2300mm Consist of : Motor : 1 Pc iIdle pulley :1 Pc Motion sensor : 2 Pc Floor guide : 2Pc Hanger : 4 Pc Glass clamp : 4 Pc Belt bracket R : 1 set Stopper +supporter :3 set Terminal switch : 1 Pc Belt : 1Pc Safety beam sensor : 1 set Remote for door setting : 1 set Controller : 1 Pc Guide railer +cover Glass lock b Sistem automatic sliding door doubel Double leaf, max. 1x150Kg Uk.opening lebar : 915 mm, Tinggi :2300mm Consist of : Motor : 1 Pc iIdle pulley :1 Pc Motion sensor : 2 Pc Floor guide : 2Pc Hanger : 4 Pc Glass clamp : 4 Pc Belt bracket R : 1 set Stopper +supporter :3 set Terminal switch : 1 Pc Belt : 1Pc Safety beam sensor : 1 set Remote for door setting : 1 set Controller : 1 Pc Guide railer +cover Glass lock c Kaca tempered 12 mm clear 1 daun d Kaca tempered 12 mm clear 2 daun e Jendela kaca tempered 12 mm f Lapis sunblasting pada kaca
4.00 unit
71,346,955.00
285,387,820.00
2 Kusen dan daun pintu (P.3) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
10.00 unit
2,894,463.00
28,944,630.00
3 Kusen dan daun pintu (P.4) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 130 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
1.00 unit
4,072,386.00
4,072,386.00
4 Kusen dan daun pintu (P.5) lengkap penggantung&pengunci Kusen UPVC Daun pintu UPVC Engsel pintu Handel Lockcase pintu
2.00 unit
5,041,165.00
10,082,330.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 379.47 19,364,076.69 265.15 13,530,581.74 98.88 4,637,097.56 37,531,755.98 212.62 69,713,165.95 69,713,165.95 -
VOLUME
Page 17
VOLUME 1,867.89 3,735.78 44.80 3,370.66 1,325.94 379.47 265.15 289.53 83.20 2,091.68 16.18 76.91 229.41 67.62 4.20 2.61 35.75 106.31 7.80 38.40 475.20 378.64 6.50 12.80 13.88 38.81 104.00 60.00 12.40 4.00 10.00 1.00 2.00 -
m2 m2 m' m2 m2 m' m' m2
m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m' m' m' m' m' m2 m' m' m'
CCO HARGA SATUAN (Rp)
133,223.00 56,144.00 31,978.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
279,408.00 257,408.00 290,582.00 279,408.00 366,180.00 123,017.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 327,884.00 69,660.00 65,090.00 95,620.00 95,620.00 227,750.00 1,325,485.00 227,750.00 227,750.00 227,750.00
unit
71,346,955.00
unit
2,894,463.00
unit
4,072,386.00
unit
5,041,165.00
JUMLAH HARGA (Rp) 248,846,054.42 209,741,754.49 1,432,614.40 116,291,112.23 62,716,725.50 19,364,076.69 13,530,581.74 13,577,188.56 685,500,108.02 23,246,745.60 538,414,341.73 4,701,616.76 21,490,386.91 84,004,987.62 8,318,188.11 1,433,397.00 758,419.02 10,627,938.75 34,856,582.98 2,557,495.20 12,590,745.60 33,102,432.00 24,645,905.42 621,530.00 1,223,936.00 3,160,031.25 51,439,421.88 23,686,000.00 13,665,000.00 2,824,100.00 897,369,201.83 285,387,820.00 28,944,630.00 4,072,386.00 10,082,330.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 1,867.89 248,846,054.42 3,735.78 209,741,754.49 44.80 1,432,614.40 3,370.66 116,291,112.23 1,325.94 62,716,725.50 379.47 19,364,076.69 265.15 13,530,581.74 289.53 13,577,188.56 685,500,108.02 83.20 23,246,745.60 2,091.68 538,414,341.73 16.18 4,701,616.76 76.91 21,490,386.91 229.41 84,004,987.62 67.62 8,318,188.11 4.20 1,433,397.00 2.61 758,419.02 35.75 10,627,938.75 106.31 34,856,582.98 7.80 2,557,495.20 38.40 12,590,745.60 475.20 33,102,432.00 378.64 24,645,905.42 6.50 621,530.00 12.80 1,223,936.00 13.88 3,160,031.25 38.81 51,439,421.88 104.00 23,686,000.00 60.00 13,665,000.00 12.40 2,824,100.00 897,369,201.83 4.00 285,387,820.00 10.00 28,944,630.00 1.00 4,072,386.00 2.00 10,082,330.00 -
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
5 Kusen dan daun pintu besi steel door pabrikasi (P.5A) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handelstainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
6 Kusen dan daun pintu besi steel door pabrikasi (P.5B) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handel stainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
5 Kusen dan daun pintu (P.8) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 65 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
11.00 unit
2,634,406.00
28,978,466.00
6 Kusen dan daun pintu (P.10) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 75 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
2,807,777.00
11,231,108.00
7 Kusen dan daun pintu (P.SH) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu dobel panel GRC ram alumunium Lapis HPL pada pintu Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
1,818,384.40
7,273,537.60
8 Kusen dan daun jendela (J1) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
44,944,723.00
179,778,892.00
9 Kusen dan daun jendela (J3) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
28,979,383.00
115,917,532.00
10 Kusen dan daun jendela (J4) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,466,961.00
21,867,844.00
11 Kusen dan daun jendela (J5) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,741,356.00
22,965,424.00
12 Kusen dan daun jendela (J6) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
8,026,472.00
32,105,888.00
13 Kusen dan daun jendela (J7) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,043,023.00
16,172,092.00
14 Kusen dan daun jendela (J8) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,170,523.00
16,682,092.00
15 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT1) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
4.00 unit
15,460,892.00
61,843,568.00
16 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT2) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
8.00 unit
3,876,243.00
31,009,944.00
17 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT3) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
4,093,404.00
4,093,404.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 18
4.00 4.00 11.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 8.00 1.00 -
CCO HARGA SATUAN (Rp)
unit
11,301,881.00
unit
11,301,881.00
unit
2,634,406.00
unit
2,807,777.00
unit
1,818,384.40
unit
44,944,723.00
unit
28,979,383.00
unit
5,466,961.00
unit
5,741,356.00
unit
8,026,472.00
unit
4,043,023.00
unit
4,170,523.00
unit
15,460,892.00
unit
3,876,243.00
unit
4,093,404.00
JUMLAH HARGA (Rp) 45,207,524.00 45,207,524.00 28,978,466.00 11,231,108.00 7,273,537.60 179,778,892.00 115,917,532.00 21,867,844.00 22,965,424.00 32,105,888.00 16,172,092.00 16,682,092.00 61,843,568.00 31,009,944.00 4,093,404.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 4.00 45,207,524.00 4.00 45,207,524.00 11.00 28,978,466.00 4.00 11,231,108.00 4.00 7,273,537.60 4.00 179,778,892.00 4.00 115,917,532.00 4.00 21,867,844.00 4.00 22,965,424.00 4.00 32,105,888.00 4.00 16,172,092.00 4.00 16,682,092.00 4.00 61,843,568.00 8.00 31,009,944.00 1.00 4,093,404.00 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
18 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT4) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
1,123,261.00
1,123,261.00
19 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT5) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
5,382,729.00
5,382,729.00
20 Ornamen GRC bermotif 9 mm" Batik Kawung "+ rangka besi siku 50x5 a rangka besi siku 50x50x5 finish cat b ornamen GRC motif 9 mm 21 Ornamen GRC bermotif 9 mm" Batik Kawung "+ rangka besi siku 50x5 a rangka besi siku 50x50x5 finish cat b ornamen GRC motif 9 mm 21 Pelapis dinding batu sintetis 22 Cubicle pabrikasi panel phenolic lengkap dengan assesories (1 unit 3 cu Shower stand Joint connector wall Joint connector T Joint cross 1,010.44 Joint cross T Joint cross W Shower cross bar Engsel cubical Shower handel Shower lock Shower strike box Panel phenolic 12 mm (700x1800mm) 2 lbr swing Panel phenolic 12 mm (200x1800mm) 1 lbr Panel phenolic 12 mm (350x1800mm) 1 lbr Panel phenolic 12 mm (356x1800mm) 1 lbr Panel phenolic 12 mm (144x1800mm) 1 lbr Panel phenolic 12 mm (1725x1800mm) 1 lbr Biaya pemasangan, akomodasi,pengiriman 23 Pembungkus kolom GRC 6 mm rangka hollow dia. 140 cm 25 Pembungkus kolom GRC Pracetak Bulat Canopy dia. 77 cm 26 Ornamen Bawah plafon Canopy GRC Pracetak
8.00 unit
2,882,011.00
23,056,088.00
4.00 unit
9,407,825.00
37,631,300.00
323.72 m2 4.00 unit
367,884.00 15,643,540.00
119,089,753.00 62,574,160.00
234.35 m2 16.00 m2 6.00 Unit
585,000.00 585,000.00 1,425,000.00
137,093,580.00 9,360,000.00 8,550,000.00 1,372,682,876.60
IV
PEKERJAAN PLAFOND 1 2 3 4 5
V
Rangka plafon besi hollow dan penggantung Plafond PVC pada km/wc + tempat wudhu Plafond gypsum 9 mm List plafon PVC 3 x 3 cm List plafond gypsum C7
1,976.63 68.74 1,907.89 110.97 400.04
m2 m2 m2 m1 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
137,215,511.36 7,417,802.14 78,786,218.44 4,161,225.00 8,956,973.97 236,537,730.91
PEKERJAAN CAT-CATAN 1 2 3 4
VI
Cat dinding dan beton kolom luar " wheater shield " Cat dinding dan beton kolom dalam Cat beton balok dan plat " wheater shield " Cat plafond
813.22 3,348.77 433.81 1,907.89
m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00
25,650,648.32 74,131,658.98 13,683,077.31 30,009,164.06 143,474,548.67
PEKERJAAN SANITASI
1 Kloset duduk monoblock lengkap 2 Kloset jongkok 3 Wastafel lengkap 4 Bak cuci tangan "stainless steel" di ruang laktasi 5 Kran air zink stainles steell 6 Kran air wastafel 7 Jet Washer 8 Tempat tisu gulung 9 Kran air dia. 1/2 10 Floor drain Stainles steel 11 Clean out 12 Cermin pada wastafel 13 Instalasi air bersih PVC dia. 1" 14 Instalasi air kotor PVC dia. 3" 15 Instalasi tinja PVC dia. 4" 16 Talang torong PVC dia. 4" 17 Saluran air hujan keliling bangunan buis beton U dia. 25 cm dan pas.
C. I
10.00 4.00 8.00 2.00 2.00 8.00 14.00 10.00 18.00 18.00 2.00 4.00 35.00 35.00 35.00 140.00 252.00
unit unit unit unit unit unit unit unit unit unit unit unit m' m' m' m' m'
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00 162,205.00
44,369,090.00 21,857,884.00 16,381,824.00 2,110,650.00 510,000.00 3,080,000.00 4,827,900.00 1,875,500.00 4,419,324.00 4,464,144.00 330,000.00 2,600,000.00 1,202,040.00 4,664,730.00 6,821,920.00 27,287,680.00 40,875,660.00 187,678,346.00 3,630,487,733.97
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
35.00 35.00 35.00 140.00 126.00
VOLUME
1,202,040.00 4,664,730.00 6,821,920.00 27,287,680.00 20,437,830.00 60,414,200.00 167,659,121.94
1.00 1.00 8.00 4.00 323.72 4.00 234.35 16.00 6.00 1,976.63 68.74 1,907.89 110.97 400.04 813.22 3,348.77 433.81 1,907.89 10.00 4.00 8.00 2.00 2.00 8.00 14.00 10.00 18.00 18.00 2.00 4.00 126.00
CCO HARGA SATUAN (Rp)
unit
1,123,261.00
unit
5,382,729.00
unit
2,882,011.00
unit
9,407,825.00
m2 unit
367,884.00 15,643,540.00
m2 m2 Unit
585,000.00 585,000.00 1,425,000.00
m2 m2 m2 m1 m'
m2 m2 m2 m2
unit unit unit unit unit unit unit unit unit unit unit unit m' m' m' m' m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
31,542.00 22,137.00 31,542.00 15,729.00
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00 162,205.00
JUMLAH HARGA (Rp) 1,123,261.00 5,382,729.00 23,056,088.00 37,631,300.00 119,089,753.00 62,574,160.00 137,093,580.00 9,360,000.00 8,550,000.00 1,372,682,876.60 137,215,511.36 7,417,802.14 78,786,218.44 4,161,225.00 8,956,973.97 236,537,730.91 25,650,648.32 74,131,658.98 13,683,077.31 30,009,164.06 143,474,548.67 44,369,090.00 21,857,884.00 16,381,824.00 2,110,650.00 510,000.00 3,080,000.00 4,827,900.00 1,875,500.00 4,419,324.00 4,464,144.00 330,000.00 2,600,000.00 20,437,830.00 127,264,146.00 3,462,828,612.03
LANTAI 2 PEKERJAAN PASANGAN DAN PLESTERAN 1 2 3 4 5 6 7
II 1 2 3 4 5 6 7 8 9 10 11
Pasangan dinding bata ringan Plesteran dinding bata ringan dgn menggunakan mortar instan Acian semen instan dinding bata ringan Acian beton semen instan Sponengan 1pc : 2ps Tali air dinding Lapis waterproffing pada plat dan lantai km/wc " coating "
1,997.74 3,995.47 3,625.36 126.00 627.08 508.88 79.67
m2 m2 m2 m2 m' m' m2
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
266,144,316.52 224,321,723.82 125,078,407.36 5,959,800.00 31,999,469.44 25,967,550.77 3,735,810.51 683,207,078.41
PEKERJAAN LANTAI, DINDING KERAMIK DAN RAILLING BESI Urug pasir bawah lantai, tebal 10 cm Lantai ruangan granit tile (600x600) polished Lapis bak tempat wudhlu granit tile (300x300) Lantai km/wc dan tempat wudhlu keramik (300x300) unpolished Lantai trap dan bordes tangga granit tile Cutting (300x600) Alas granit pada meja beton wastafel Alas meja beton pada ruang laktasi granit tile (300x300) Dinding lapis Granitile 60 x 60 cm depan pintu lift Dinding km/wc dan wastafel keramik Cutting (300x600), tinggi 3 m Dinding meja beton ruang laktasi dan pantry keramik Cutting (300x600) Dinding meja beton ,tempat wudhu keramik (300x600)
202.78 1,948.12 16.18 79.67 94.77 4.20 5.17 35.73 318.94 12.78 38.40
m3 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2
199,002.00 257,408.00 290,582.00 279,408.00 366,180.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 327,884.00
40,353,305.17 501,461,389.81 4,701,616.76 22,259,038.32 34,702,512.42 1,433,397.00 1,501,582.49 10,620,506.63 104,573,683.54 4,190,357.52 12,590,745.60
-
-
313.54 254.44 -
-
212.62 -
-
15,999,734.72 12,983,775.39 28,983,510.10 69,715,789.03 Page 19
1,997.74 3,995.47 3,625.36 126.00 313.54 254.44 79.67 202.78 1,948.12 16.18 79.67 94.77 4.20 5.17 35.73 106.31 12.78 38.40
m2 m2 m2 m2 m' m' m2
m3 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
199,002.00 257,408.00 290,582.00 279,408.00 366,180.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 327,884.00
266,144,316.52 224,321,723.82 125,078,407.36 5,959,800.00 15,999,734.72 12,983,775.39 3,735,810.51 654,223,568.31 40,353,305.17 501,461,389.81 4,701,616.76 22,259,038.32 34,702,512.42 1,433,397.00 1,501,582.49 10,620,506.63 34,857,894.51 4,190,357.52 12,590,745.60
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 1,123,261.00 1.00 5,382,729.00 8.00 23,056,088.00 4.00 37,631,300.00 323.72 119,089,753.00 4.00 62,574,160.00 234.35 137,093,580.00 16.00 9,360,000.00 6.00 8,550,000.00 1,372,682,876.60 1,976.63 137,215,511.36 68.74 7,417,802.14 1,907.89 78,786,218.44 110.97 4,161,225.00 400.04 8,956,973.97 236,537,730.91 813.22 25,650,648.32 3,348.77 74,131,658.98 433.81 13,683,077.31 1,907.89 30,009,164.06 143,474,548.67 10.00 44,369,090.00 4.00 21,857,884.00 8.00 16,381,824.00 2.00 2,110,650.00 2.00 510,000.00 8.00 3,080,000.00 14.00 4,827,900.00 10.00 1,875,500.00 18.00 4,419,324.00 18.00 4,464,144.00 2.00 330,000.00 4.00 2,600,000.00 126.00 20,437,830.00 127,264,146.00 3,462,828,612.03 1,997.74 266,144,316.52 3,995.47 224,321,723.82 3,625.36 125,078,407.36 126.00 5,959,800.00 313.54 15,999,734.72 254.44 12,983,775.39 79.67 3,735,810.51 654,223,568.31 202.78 40,353,305.17 1,948.12 501,461,389.81 16.18 4,701,616.76 79.67 22,259,038.32 94.77 34,702,512.42 4.20 1,433,397.00 5.17 1,501,582.49 35.73 10,620,506.63 106.31 34,857,894.51 12.78 4,190,357.52 38.40 12,590,745.60
VOLUME
-
-
-
-
-
NO
MACAM PEKERJAAN
12 Stepnozing tangga 13 'Plint dinding granit (100x600) 14 Border dinding meja wastafel ruang laktasi dan pantry keramik (70x300 15 Border dinding tempat wudhu keramik (70x300) 16 Hand Railling tangga " stainless steel " sesuai gambar 17 Rangkaian railing tangga kombinasi kaca tempered dan pipa stainless 18 Rangkaian railing void ruangan kombinasi kaca tempered dan pipa stai 19 Railling km/wc difable " stainless steel " 20 Tulisan stainless steell "MAL PELAYANAN PUBLIK SLEMAN" III
VOLUME 169.20 487.48 10.65 12.80 13.88 38.81 24.36 12.40 2.00
m' m' m' m' m' m2 m2 m' unit
KONTRAK HARGA SATUAN (Rp) 69,660.00 65,090.00 95,620.00 95,620.00 227,750.00 1,325,485.00 1,325,485.00 227,750.00 24,360,000.00
JUMLAH HARGA (Rp) 11,786,472.00 31,729,962.55 1,018,353.00 1,223,936.00 3,160,031.25 51,439,421.88 32,292,791.06 2,824,100.00 48,720,000.00 922,583,202.98
PEKERJAAN KUSEN DAN LAPIS DINDING 1 Kusen dan daun pintu(P.2) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
2.00 unit
4,527,949.00
9,055,898.00
2 Kusen dan daun pintu (P.3) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu
13.00 unit
2,894,463.00
37,628,019.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 69,715,789.03 -
VOLUME
Page 20
VOLUME 169.20 487.48 10.65 12.80 13.88 38.81 24.36 12.40 2.00
m' m' m' m' m' m2 m2 m' unit
2.00 unit 13.00 unit -
CCO HARGA SATUAN (Rp) 69,660.00 65,090.00 95,620.00 95,620.00 227,750.00 1,325,485.00 1,325,485.00 227,750.00 24,360,000.00
4,527,949.00
2,894,463.00
JUMLAH HARGA (Rp) 11,786,472.00 31,729,962.55 1,018,353.00 1,223,936.00 3,160,031.25 51,439,421.88 32,292,791.06 2,824,100.00 48,720,000.00 852,867,413.95 9,055,898.00 37,628,019.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
CCO II cek JUMLAH HARGA timpang (Rp) 169.20 11,786,472.00 487.48 31,729,962.55 10.65 1,018,353.00 12.80 1,223,936.00 13.88 3,160,031.25 38.81 51,439,421.88 24.36 32,292,791.06 12.40 2,824,100.00 2.00 48,720,000.00 852,867,413.95 2.00 9,055,898.00 13.00 37,628,019.00 -
VOLUME
-
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Double cylinder pintu 3 Kusen dan daun pintu (P.4) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 130 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
1.00 unit
4,072,386.00
4,072,386.00
4 Kusen dan daun pintu (P.5) lengkap penggantung&pengunci Kusen UPVC Daun pintu UPVC Engsel pintu Handel Lockcase pintu
2.00 unit
5,041,165.00
10,082,330.00
5 Kusen dan daun pintu besi steel door pabrikasi (P.5A) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handelstainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
6 Kusen dan daun pintu besi steel door pabrikasi (P.5B) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handel stainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
7 Kusen dan daun pintu (P.8) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 65 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
10.00 unit
2,634,406.00
26,344,060.00
8 Kusen dan daun pintu (P.10) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 75 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
2,807,777.00
11,231,108.00
9 Kusen dan daun pintu (P.SH) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu dobel panel GRC ram alumunium Lapis HPL pada pintu Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
1,818,384.40
7,273,537.60
10 Kusen dan daun jendela (J1A) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
3.00 unit
44,944,723.00
134,834,169.00
11 Kusen dan daun jendela (J1C) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
22,848,157.00
91,392,628.00
12 Kusen dan daun jendela (J2) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
29,505,958.00
118,023,832.00
13 Kusen dan daun jendela (J3) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
28,979,383.00
115,917,532.00
14 Kusen dan daun jendela (J4) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,466,961.00
21,867,844.00
15 Kusen dan daun jendela (J5) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,741,356.00
22,965,424.00
16 Kusen dan daun jendela (J6) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
8,026,472.00
32,105,888.00
17 Kusen dan daun jendela (J7) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,043,023.00
16,172,092.00
18 Kusen dan daun jendela (J8) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,170,523.00
16,682,092.00
19 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT1) Rangka metalstud Doubel GRC 8 mm Cat partisi
3.00 unit
15,460,892.00
46,382,676.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME Page 21
1.00 2.00 4.00 4.00 10.00 4.00 4.00 3.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 3.00 -
CCO HARGA SATUAN (Rp)
unit
4,072,386.00
unit
5,041,165.00
unit
11,301,881.00
unit
11,301,881.00
unit
2,634,406.00
unit
2,807,777.00
unit
1,818,384.40
unit
44,944,723.00
unit
22,848,157.00
unit
29,505,958.00
unit
28,979,383.00
unit
5,466,961.00
unit
5,741,356.00
unit
8,026,472.00
unit
4,043,023.00
unit
4,170,523.00
unit
15,460,892.00
JUMLAH HARGA (Rp) 4,072,386.00 10,082,330.00 45,207,524.00 45,207,524.00 26,344,060.00 11,231,108.00 7,273,537.60 134,834,169.00 91,392,628.00 118,023,832.00 115,917,532.00 21,867,844.00 22,965,424.00 32,105,888.00 16,172,092.00 16,682,092.00 46,382,676.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 4,072,386.00 2.00 10,082,330.00 4.00 45,207,524.00 4.00 45,207,524.00 10.00 26,344,060.00 4.00 11,231,108.00 4.00 7,273,537.60 3.00 134,834,169.00 4.00 91,392,628.00 4.00 118,023,832.00 4.00 115,917,532.00 4.00 21,867,844.00 4.00 22,965,424.00 4.00 32,105,888.00 4.00 16,172,092.00 4.00 16,682,092.00 3.00 46,382,676.00 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Plind 10 cm GRC profil di cat 20 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT2) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
8.00 unit
3,876,243.00
31,009,944.00
21 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT6) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
3,142,509.00
3,142,509.00
22 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT7) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC tebal 9 mm di cat
1.00 unit
10,377,787.00
10,377,787.00
23 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT8) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
8,537,336.00
8,537,336.00
24 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT9) Rangka metalstud Doubel GRC 8 mm
1.00 unit
8,296,471.00
8,296,471.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 22
8.00 1.00 1.00 1.00 1.00 -
CCO HARGA SATUAN (Rp)
unit
3,876,243.00
unit
3,142,509.00
unit
10,377,787.00
unit
8,537,336.00
unit
8,296,471.00
JUMLAH HARGA (Rp) 31,009,944.00 3,142,509.00 10,377,787.00 8,537,336.00 8,296,471.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 8.00 31,009,944.00 1.00 3,142,509.00 1.00 10,377,787.00 1.00 8,537,336.00 1.00 8,296,471.00 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Cat partisi Plind 10 cm GRC profil di cat 25 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT10) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
7,738,417.00
7,738,417.00
26 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT11) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
2.00 unit
7,611,542.00
15,223,084.00
27 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT12) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
6,818,569.00
6,818,569.00
28 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT13) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
8,677,098.00
8,677,098.00
29 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT14) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
8,536,354.00
8,536,354.00
30 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT15) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
2.00 unit
5,947,809.00
11,895,618.00
31 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT16) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
4,921,426.00
4,921,426.00
32 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT17) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
7,040,601.00
7,040,601.00
33 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT18) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
5,442,590.00
5,442,590.00
34 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT19) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
7,558,389.00
7,558,389.00
35 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT20) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
1,212,639.00
1,212,639.00
36 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT21) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
2.00 unit
4,511,452.00
9,022,904.00
37 Ornamen GRC bermotif 9 mm " Batik Kawung "+ rangka besi siku 50x5 a rangka besi siku 50x50x5 finish cat b ornamen GRC motif 9 mm + Cat Tembok 38 Ornamen GRC bermotif 9 mm " Batik Kawung "+ rangka besi siku 50x5 a rangka besi siku 50x50x5 finish cat b ornamen GRC motif 9 mm + Cat Tembok 39 Ornamen ACP cutting motif " Parijotho " rangka besi hollow 40mm x a rangka besi hollow finish cat b ornamen ACP motif 40 Pelapis dinding batu sintetis 41 Cubicle pabrikasi panel phenolic lengkap dengan assesories (1 unit 3 cu Shower stand Joint connector wall Joint connector T Joint cross Joint cross T Joint cross W Shower cross bar Engsel cubical Shower handel Shower lock Shower strike box Panel phenolic 12 mm (700x1800mm) 2 lbr swing Panel phenolic 12 mm (200x1800mm) 1 lbr Panel phenolic 12 mm (350x1800mm) 1 lbr Panel phenolic 12 mm (356x1800mm) 1 lbr Panel phenolic 12 mm (144x1800mm) 1 lbr Panel phenolic 12 mm (1725x1800mm) 1 lbr Biaya pemasangan, akomodasi,pengiriman 42 Pembungkus kolom GRC 6 mm rangka hollow dia. 140 cm
16.00 unit
2,882,011.00
46,112,176.00
4.00 unit
9,407,825.00
37,631,300.00
210.50 m2
627,221.00
132,027,511.62
306.24 m2 4.00 unit
367,884.00 15,643,540.00
112,660,796.16 62,574,160.00
117.17 m2
585,000.00
68,546,790.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME Page 23
1.00 2.00 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 16.00 4.00 210.50 306.24 4.00 117.17
CCO HARGA SATUAN (Rp)
unit
7,738,417.00
unit
7,611,542.00
unit
6,818,569.00
unit
8,677,098.00
unit
8,536,354.00
unit
5,947,809.00
unit
4,921,426.00
unit
7,040,601.00
unit
5,442,590.00
unit
7,558,389.00
unit
1,212,639.00
unit
4,511,452.00
unit
2,882,011.00
unit
9,407,825.00
m2
627,221.00
m2 unit
367,884.00 15,643,540.00
m2
585,000.00
JUMLAH HARGA (Rp) 7,738,417.00 15,223,084.00 6,818,569.00 8,677,098.00 8,536,354.00 11,895,618.00 4,921,426.00 7,040,601.00 5,442,590.00 7,558,389.00 1,212,639.00 9,022,904.00 46,112,176.00 37,631,300.00 132,027,511.62 112,660,796.16 62,574,160.00 68,546,790.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 7,738,417.00 2.00 15,223,084.00 1.00 6,818,569.00 1.00 8,677,098.00 1.00 8,536,354.00 2.00 11,895,618.00 1.00 4,921,426.00 1.00 7,040,601.00 1.00 5,442,590.00 1.00 7,558,389.00 1.00 1,212,639.00 2.00 9,022,904.00 16.00 46,112,176.00 4.00 37,631,300.00 210.50 132,027,511.62 306.24 112,660,796.16 4.00 62,574,160.00 117.17 68,546,790.00
VOLUME -
NO
MACAM PEKERJAAN
IV
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp) 1,427,451,033.38
PEKERJAAN PLAFOND 1 2 3 4 5
V
Rangka plafon besi hollow dan penggantung Plafond PVC pada km/wc + tempat wudhu Plafond gypsum 9 mm List plafon PVC 3 x 3 cm List plafond gypsum C7
2,096.49 68.74 2,027.75 55.00 508.88
m2 m2 m2 m2 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
145,535,940.81 7,417,802.14 83,735,758.68 2,062,500.00 11,393,785.14 250,145,786.77
PEKERJAAN CAT-CATAN 1 2 3 4
VI
VOLUME
Cat dinding dan beton kolom luar " wheater shield " Cat dinding dan beton kolom dalam Cat beton balok dan plat " wheater shield " Cat plafond
941.41 3,433.28 115.21 2,027.75
m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00
29,693,828.05 76,002,519.36 3,633,796.11 31,894,412.12 141,224,555.64
PEKERJAAN SANITASI 1 Kloset duduk monoblock lengkap 2 Kloset jongkok 3 Wastafel lengkap 4 Bak cuci tangan "stainless steel" di ruang laktasi 5 Zink stainles steell meja pantry 6 Kran air zink stainles steel dan bak cuci tangan 7 Kran air wastafel 7 Jet Washer 8 Tempat tisu gulung 9 Kran air dia. 1/2
10.00 4.00 8.00 2.00 1.00 3.00 8.00 14.00 10.00 18.00
unit unit unit unit unit unit unit unit unit unit
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00
44,369,090.00 21,857,884.00 16,381,824.00 2,110,650.00 1,055,325.00 765,000.00 3,080,000.00 4,827,900.00 1,875,500.00 4,419,324.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
VOLUME -
Page 24
2,096.49 68.74 2,027.75 55.00 508.88 941.41 3,433.28 115.21 2,027.75 10.00 4.00 8.00 2.00 1.00 3.00 8.00 14.00 10.00 18.00
m2 m2 m2 m2 m'
m2 m2 m2 m2
unit unit unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp)
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
31,542.00 22,137.00 31,542.00 15,729.00
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00
JUMLAH HARGA (Rp) 1,427,451,033.38 145,535,940.81 7,417,802.14 83,735,758.68 2,062,500.00 11,393,785.14 250,145,786.77 29,693,828.05 76,002,519.36 3,633,796.11 31,894,412.12 141,224,555.64 44,369,090.00 21,857,884.00 16,381,824.00 2,110,650.00 1,055,325.00 765,000.00 3,080,000.00 4,827,900.00 1,875,500.00 4,419,324.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME -
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 1,427,451,033.38 2,096.49 145,535,940.81 68.74 7,417,802.14 2,027.75 83,735,758.68 55.00 2,062,500.00 508.88 11,393,785.14 250,145,786.77 941.41 29,693,828.05 3,433.28 76,002,519.36 115.21 3,633,796.11 2,027.75 31,894,412.12 141,224,555.64 10.00 44,369,090.00 4.00 21,857,884.00 8.00 16,381,824.00 2.00 2,110,650.00 1.00 1,055,325.00 3.00 765,000.00 8.00 3,080,000.00 14.00 4,827,900.00 10.00 1,875,500.00 18.00 4,419,324.00
VOLUME -
NO
MACAM PEKERJAAN
10 Floor drain Stainles steel 11 Clean out 11 Cermin pada wastafel 12 Instalasi air bersih PVC dia. 1" 13 Instalasi air kotor PVC dia. 3" 14 Instalasi tinja PVC dia. 4" 15 Talang torong PVC dia. 4"
D. I
18.00 unit 4.00 unit 4.00 unit 40.00 m' 40.00 m' 45.00 m' 140.00 m'
KONTRAK HARGA SATUAN (Rp) 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00
JUMLAH HARGA (Rp) 4,464,144.00 660,000.00 2,600,000.00 1,373,760.00 5,331,120.00 8,771,040.00 27,287,680.00 151,230,241.00 3,575,841,898.17
LANTAI 3 PEKERJAAN PASANGAN DAN PLESTERAN 1 2 3 4 5 6 7
II
Pasangan dinding bata ringan Plesteran dinding bata ringan dgn menggunakan mortar instan Acian semen instan dinding bata ringan Acian beton semen instan Sponengan 1pc : 2ps Tali air dinding Lapis waterproffing pada plat dan lantai km/wc " coating "
2,149.70 4,299.40 4,645.65 864.26 765.26 623.48 79.67
m2 m2 m2 m2 m' m' m2
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
286,389,749.55 241,385,738.18 160,279,639.65 40,879,498.00 39,050,656.66 31,815,331.29 3,735,810.51 803,536,423.83
PEKERJAAN LANTAI, DINDING KERAMIK DAN RAILLING BESI
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 III
VOLUME
Urug pasir bawah lantai, tebal 10 cm Lantai ruangan granit tile (600x600) polished Lapis bak tempat wudhlu granit tile (300x300) Lantai km/wc dan tempat wudhlu granit tile (600x600) unpolished Lantai trap dan bordes tangga granit tile Cutting (200x600) Alas granit pada meja beton wastafel Alas meja beton r pantrygranit tile (300x300) Dinding lapis Granitile 60 x 60 cm depan pintu lift Dinding km/wc dan tempat wudhlu keramik Cutting (300x600), tinggi 3 Dinding meja beton granit tile Cutting meja pantry, tempat wudhu (300 Stepnozing tangga 'Plint dinding granit cutting (100x600) Border dinding meja pantry, meja laktasi +tempat wudhukeramik (70x3 Hand Railling tangga " stainless steel " sesuai gambar Rangkaian railing tangga kombinasi kaca tempered dan pipa stainless Rangkaian railing void ruangan kombinasi kaca tempered dan pipa stai Railling km/wc difable " stainless steel "
209.06 2,004.29 16.18 86.27 94.77 4.20 5.16 35.73 360.41 29.02 169.20 482.03 24.18 13.88 38.81 24.36 12.40
m3 m2 m2 m2 m2 m2 m2 m2 m2 m2 m' m' m' m' m2 m2 m'
199,002.00 257,408.00 290,582.00 279,408.00 366,180.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 69,660.00 65,090.00 95,620.00 227,750.00 1,325,485.00 1,325,485.00 227,750.00
41,602,466.59 515,920,331.80 4,701,616.76 24,103,131.12 34,702,512.42 1,433,397.00 1,499,403.12 10,620,506.63 118,172,672.44 9,513,882.14 11,786,472.00 31,375,039.80 2,312,091.60 3,160,031.25 51,439,421.88 32,292,791.06 2,824,100.00 897,459,867.60
1 Kusen dan daun pintu (P.2) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
4,527,949.00
18,111,796.00
2 Kusen dan daun pintu (P.3) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
16.00 unit
2,894,463.00
46,311,408.00
3 Kusen dan daun pintu (P.4) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 130 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
2.00 unit
4,072,386.00
8,144,772.00
4 Kusen dan daun pintu (P.5) lengkap penggantung&pengunci Kusen UPVC Daun pintu UPVC Engsel pintu Handel Lockcase pintu
2.00 unit
5,041,165.00
10,082,330.00
5 Kusen dan daun pintu besi steel door pabrikasi (P.5A) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handelstainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
6 Kusen dan daun pintu besi steel door pabrikasi (P.5B) lengkap pengg Uk. Clear opening : lebar :900mm, tinggi 2150 mm consist of : Kusen : steel plate 1,2 mm fin.cat duco Pintu : steel plate 0.8 mm fin.duco Bagian dalam : Honey comb 1 Set : lockase+cylinder stainless steel 1 set : lever handel stainless steel 1set : door closer
4.00 unit
11,301,881.00
45,207,524.00
7 Kusen dan daun pintu (P.6) lengkap penggantung&pengunci Kusen UPVC Daun pintu UPVC Engsel pintu Handel Lockcase pintu Double cylinder pintu
1.00 unit
4,998,913.00
4,998,913.00
PEKERJAAN KUSEN DAN LAPIS DINDING
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
98,699,299.13
-
382.63 311.74 -
-
240.27 -
-
-
-
VOLUME
19,525,328.33 15,907,665.64 35,432,993.97 78,781,781.63 78,781,781.63 Page 25
18.00 unit 4.00 unit 4.00 unit 40.00 m' 40.00 m' 45.00 m' 140.00 m'
2,149.70 4,299.40 4,645.65 864.26 382.63 311.74 79.67 209.06 2,004.29 16.18 86.27 94.77 4.20 5.16 35.73 120.14 29.02 169.20 482.03 24.18 13.88 38.81 24.36 12.40 4.00 16.00 2.00 2.00 4.00 4.00 1.00 -
m2 m2 m2 m2 m' m' m2
CCO HARGA SATUAN (Rp) 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00 46,894.00
m3 m2 m2 m2 m2 m2 m2 m2 m2 m2 m' m' m' m' m2 m2 m'
199,002.00 257,408.00 290,582.00 279,408.00 366,180.00 341,285.00 290,582.00 297,285.00 327,884.00 327,884.00 69,660.00 65,090.00 95,620.00 227,750.00 1,325,485.00 1,325,485.00 227,750.00
unit
4,527,949.00
unit
2,894,463.00
unit
4,072,386.00
unit
5,041,165.00
unit
11,301,881.00
unit
11,301,881.00
unit
4,998,913.00
JUMLAH HARGA (Rp) 4,464,144.00 660,000.00 2,600,000.00 1,373,760.00 5,331,120.00 8,771,040.00 27,287,680.00 151,230,241.00 3,477,142,599.04
286,389,749.55 241,385,738.18 160,279,639.65 40,879,498.00 19,525,328.33 15,907,665.64 3,735,810.51 768,103,429.86 41,602,466.59 515,920,331.80 4,701,616.76 24,103,131.12 34,702,512.42 1,433,397.00 1,499,403.12 10,620,506.63 39,390,890.81 9,513,882.14 11,786,472.00 31,375,039.80 2,312,091.60 3,160,031.25 51,439,421.88 32,292,791.06 2,824,100.00 818,678,085.97 18,111,796.00 46,311,408.00 8,144,772.00 10,082,330.00 45,207,524.00 45,207,524.00 4,998,913.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
0
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 18.00 4,464,144.00 4.00 660,000.00 4.00 2,600,000.00 40.00 1,373,760.00 40.00 5,331,120.00 45.00 8,771,040.00 140.00 27,287,680.00 151,230,241.00 3,477,142,599.04 2,149.70 286,389,749.55 4,299.40 241,385,738.18 4,645.65 160,279,639.65 864.26 40,879,498.00 382.63 19,525,328.33 311.74 15,907,665.64 79.67 3,735,810.51 768,103,429.86 209.06 41,602,466.59 2,004.29 515,920,331.80 16.18 4,701,616.76 86.27 24,103,131.12 94.77 34,702,512.42 4.20 1,433,397.00 5.16 1,499,403.12 35.73 10,620,506.63 120.14 39,390,890.81 29.02 9,513,882.14 169.20 11,786,472.00 482.03 31,375,039.80 24.18 2,312,091.60 13.88 3,160,031.25 38.81 51,439,421.88 24.36 32,292,791.06 12.40 2,824,100.00 818,678,085.97 4.00 18,111,796.00 16.00 46,311,408.00 2.00 8,144,772.00 2.00 10,082,330.00 4.00 45,207,524.00 4.00 45,207,524.00 1.00 4,998,913.00 -
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
8 Kusen dan daun pintu (P.8) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 65 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
2,634,406.00
10,537,624.00
9 Kusen dan daun pintu (P.10) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 75 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
4.00 unit
2,807,777.00
11,231,108.00
10 Kusen dan daun pintu (P.12) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door Engsel pintu
4.00 unit
1,538,904.00
6,155,616.00
11 Kusen dan daun pintu (P.SH) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu dobel panel GRC ram alumunium Lapis HPL pada pintu Engsel pintu
4.00 unit
1,818,384.40
7,273,537.60
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 26
4.00 4.00 4.00 4.00 -
CCO HARGA SATUAN (Rp)
unit
2,634,406.00
unit
2,807,777.00
unit
1,538,904.00
unit
1,818,384.40
JUMLAH HARGA (Rp) 10,537,624.00 11,231,108.00 6,155,616.00 7,273,537.60 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 4.00 10,537,624.00 4.00 11,231,108.00 4.00 6,155,616.00 4.00 7,273,537.60 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Handel Lockcase pintu Double cylinder pintu 12 Pintu fremless (P.13) lengkap penggantung&pengunci dan penutup Daun pintu kaca tempered freameless 12 mm Sunblasting Patch fitting set Pull handle stainles steell
1.00 unit
9,648,270.00
9,648,270.00
13 Kusen dan daun jendela (J1B) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
3.00 unit
33,386,927.00
100,160,781.00
14 Kusen dan daun jendela (J2) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
29,505,958.00
118,023,832.00
15 Kusen dan daun jendela (J3) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
28,979,383.00
115,917,532.00
16 Kusen dan daun jendela (J4) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,466,961.00
21,867,844.00
17 Kusen dan daun jendela (J5) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,741,356.00
22,965,424.00
18 Kusen dan daun jendela (J6) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
8,026,472.00
32,105,888.00
19 Kusen dan daun jendela (J7) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,043,023.00
16,172,092.00
20 Kusen dan daun jendela (J8) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
4,170,523.00
16,682,092.00
21 Kusen dan daun jendela (J12) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
3,692,538.00
14,770,152.00
22 Kusen dan daun jendela (J13) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
3,877,990.00
15,511,960.00
23 Kusen dan daun jendela (J14) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
5,421,815.00
21,687,260.00
24 Kusen dan daun jendela (J15) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
2,773,832.00
11,095,328.00
25 Kusen dan daun jendela (J16) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
4.00 unit
2,773,832.00
11,095,328.00
26 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT12) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
6,818,569.00
6,818,569.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 27
1.00 3.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 1.00 -
CCO HARGA SATUAN (Rp)
unit
9,648,270.00
unit
33,386,927.00
unit
29,505,958.00
unit
28,979,383.00
unit
5,466,961.00
unit
5,741,356.00
unit
8,026,472.00
unit
4,043,023.00
unit
4,170,523.00
unit
3,692,538.00
unit
3,877,990.00
unit
5,421,815.00
unit
2,773,832.00
unit
2,773,832.00
unit
6,818,569.00
JUMLAH HARGA (Rp) 9,648,270.00 100,160,781.00 118,023,832.00 115,917,532.00 21,867,844.00 22,965,424.00 32,105,888.00 16,172,092.00 16,682,092.00 14,770,152.00 15,511,960.00 21,687,260.00 11,095,328.00 11,095,328.00 6,818,569.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 9,648,270.00 3.00 100,160,781.00 4.00 118,023,832.00 4.00 115,917,532.00 4.00 21,867,844.00 4.00 22,965,424.00 4.00 32,105,888.00 4.00 16,172,092.00 4.00 16,682,092.00 4.00 14,770,152.00 4.00 15,511,960.00 4.00 21,687,260.00 4.00 11,095,328.00 4.00 11,095,328.00 1.00 6,818,569.00 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
27 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT22) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca tempered Sunblasting Besi L 50x50
1.00 unit
12,113,244.00
12,113,244.00
28 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT23) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca tempered Sunblasting Besi L 50x50
1.00 unit
43,677,387.00
43,677,387.00
29 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT24) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
2.00 unit
6,944,980.00
13,889,960.00
30 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT25) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
4,456,544.00
4,456,544.00
31 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT26) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
8,335,724.00
8,335,724.00
32 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT27) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
2.00 unit
8,895,246.00
17,790,492.00
33 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT28) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca tempered Sunblasting Besi L 50x50
1.00 unit
26,650,280.00
26,650,280.00
34 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT29) Rangka metalstud Doubel GRC 8 mm Cat partisi Plind 10 cm GRC profil di cat
1.00 unit
7,767,882.00
7,767,882.00
35 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT30) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
2.00 unit
8,339,704.00
16,679,408.00
36 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT31) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
4.00 unit
3,928,277.00
15,713,108.00
37 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT32) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
2.00 unit
3,794,069.00
7,588,138.00
38 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT33) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
2.00 unit
2,215,649.00
4,431,298.00
39 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT34) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
2,948,177.00
2,948,177.00
40 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT35) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
2,279,619.00
2,279,619.00
41 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT36) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
3,012,622.00
3,012,622.00
42 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT37)
1.00 unit
10,327,969.00
10,327,969.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME Page 28
1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 4.00 2.00 2.00 1.00 1.00 1.00 1.00
CCO HARGA SATUAN (Rp)
unit
12,113,244.00
unit
43,677,387.00
unit
6,944,980.00
unit
4,456,544.00
unit
8,335,724.00
unit
8,895,246.00
unit
26,650,280.00
unit
7,767,882.00
unit
8,339,704.00
unit
3,928,277.00
unit
3,794,069.00
unit
2,215,649.00
unit
2,948,177.00
unit
2,279,619.00
unit
3,012,622.00
unit
10,327,969.00
JUMLAH HARGA (Rp) 12,113,244.00 43,677,387.00 13,889,960.00 4,456,544.00 8,335,724.00 17,790,492.00 26,650,280.00 7,767,882.00 16,679,408.00 15,713,108.00 7,588,138.00 4,431,298.00 2,948,177.00 2,279,619.00 3,012,622.00 10,327,969.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 12,113,244.00 1.00 43,677,387.00 2.00 13,889,960.00 1.00 4,456,544.00 1.00 8,335,724.00 2.00 17,790,492.00 1.00 26,650,280.00 1.00 7,767,882.00 2.00 16,679,408.00 4.00 15,713,108.00 2.00 7,588,138.00 2.00 4,431,298.00 1.00 2,948,177.00 1.00 2,279,619.00 1.00 3,012,622.00 1.00 10,327,969.00
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat 43 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT38) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
10,221,637.00
10,221,637.00
44 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT39) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
8,445,787.00
8,445,787.00
45 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT40) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
8,410,338.00
8,410,338.00
46 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT41) Rangka metalstud
1.00 unit
8,041,102.00
8,041,102.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 29
1.00 1.00 1.00 1.00 -
CCO HARGA SATUAN (Rp)
unit
10,221,637.00
unit
8,445,787.00
unit
8,410,338.00
unit
8,041,102.00
JUMLAH HARGA (Rp) 10,221,637.00 8,445,787.00 8,410,338.00 8,041,102.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 10,221,637.00 1.00 8,445,787.00 1.00 8,410,338.00 1.00 8,041,102.00 -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat 47 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT42) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
6,230,634.00
6,230,634.00
48 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT43) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
6,375,695.00
6,375,695.00
49 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT44) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
2.00 unit
11,159,437.00
22,318,874.00
50 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT45) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
10,143,242.00
10,143,242.00
unit unit m2 m2 unit
2,882,011.00 9,407,825.00 627,221.00 367,884.00 15,643,540.00
46,112,176.00 37,631,300.00 132,027,511.62 139,972,504.32 62,574,160.00
117.17 m2
585,000.00
68,546,790.00 1,512,498,107.54
21 Ornamen GRC 9 mm + Cat bermotif " Batik Kawung "+ rangka besi si 22 Ornamen GRC 9 mm + Cat bermotif " Batik Kawung "+ rangka besi sik 23 Ornamen ACP cutting motif " Parijotho " rangka besi hollow 40mm x 24 Pelapis dinding batu sintetis 25 Cubicle pabrikasi panel phenolic lengkap dengan assesories (1 unit 3 cu Shower stand Joint connector wall Joint connector T Joint cross Joint cross T Joint cross W Shower cross bar Engsel cubical Shower handel Shower lock Shower strike box Panel phenolic 12 mm (700x1800mm) 2 lbr swing Panel phenolic 12 mm (200x1800mm) 1 lbr Panel phenolic 12 mm (350x1800mm) 1 lbr Panel phenolic 12 mm (356x1800mm) 1 lbr Panel phenolic 12 mm (144x1800mm) 1 lbr Panel phenolic 12 mm (1725x1800mm) 1 lbr Biaya pemasangan, akomodasi,pengiriman 26 Pembungkus kolom GRC 6 mm rangka hollow dia. 140 cm IV
16.00 4.00 210.50 380.48 4.00
PEKERJAAN PLAFOND 1 2 3 4 5
V
Rangka plafon besi hollow dan penggantung Plafond GRC 6 mm pada km/wc Plafond gypsum 9 mm List plafon PVC 3 x 3 cm List plafond gypsum C7
2,096.49 68.74 2,027.75 25.00 503.43
m2 m2 m2 m1 m'
69,419.00 43,497.00 41,295.00 37,500.00 22,390.00
145,535,940.81 2,989,983.78 83,735,758.68 937,500.00 11,271,696.95 244,470,880.21
941.41 3,704.25 114.93 2,027.75
m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00
29,693,828.05 82,000,893.70 3,625,122.06 31,894,412.12 147,214,255.93
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00
48,805,999.00 21,857,884.00 18,429,552.00 2,110,650.00 2,110,650.00 1,020,000.00 3,465,000.00 5,172,750.00 2,063,050.00 4,664,842.00 4,712,152.00 660,000.00 2,600,000.00 1,373,760.00 5,331,120.00 8,771,040.00 27,287,680.00 160,436,129.00 3,765,615,664.11
PEKERJAAN CAT-CATAN 1 2 3 4
VI
Cat dinding dan beton kolom luar " wheater shield " Cat dinding dan beton kolom dalam Cat beton balok dan plat " wheater shield " Cat plafond PEKERJAAN SANITASI
1 Kloset duduk monoblock lengkap 2 Kloset jongkok 3 Wastafel lengkap 4 Bak cuci tangan "stainless steel" di ruang laktasi 5 Zink stainles steel dapur 6 Kran air Zink stainles steel 7 Kran air wastafel 8 Jet Washer 9 Tempat tisu gulung 10 Kran air dia. 1/2 11 Floor drain Stainles steel 12 Clean out 13 Cermin pada wastafel 14 Instalasi air bersih PVC dia. 1" 15 Instalasi air kotor PVC dia. 3" 16 Instalasi tinja PVC dia. 4" 17 Talang torong PVC dia. 4"
11.00 4.00 9.00 2.00 2.00 4.00 9.00 15.00 11.00 19.00 19.00 4.00 4.00 40.00 40.00 45.00 140.00
unit unit unit unit unit unit unit unit unit unit unit unit unit m' m' m' m'
Pasangan dinding bata ringan Plesteran dinding bata ringan dgn menggunakan mortar instan Acian semen instan dinding bata ringan Acian beton semen instan Sponengan 1pc : 2ps Tali air dinding
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
40.00 40.00 45.00 70.00
VOLUME
1,373,760.00 5,331,120.00 8,771,040.00 13,643,840.00 29,119,760.00 143,334,535.60
1.00 1.00 2.00 1.00 16.00 4.00 210.50 380.48 4.00 117.17
CCO HARGA SATUAN (Rp)
unit
6,230,634.00
unit
6,375,695.00
unit
11,159,437.00
unit
10,143,242.00
unit unit m2 m2 unit
2,882,011.00 9,407,825.00 627,221.00 367,884.00 15,643,540.00
m2
585,000.00
2,096.49 68.74 2,027.75 25.00 503.43
m2 m2 m2 m1 m'
69,419.00 43,497.00 41,295.00 37,500.00 22,390.00
941.41 3,704.25 114.93 2,027.75
m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00
11.00 4.00 9.00 2.00 2.00 4.00 9.00 15.00 11.00 19.00 19.00 4.00 4.00 70.00
unit unit unit unit unit unit unit unit unit unit unit unit unit m' m' m' m'
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00 194,912.00
JUMLAH HARGA (Rp) 6,230,634.00 6,375,695.00 22,318,874.00 10,143,242.00 46,112,176.00 37,631,300.00 132,027,511.62 139,972,504.32 62,574,160.00 68,546,790.00 1,512,498,107.54 145,535,940.81 2,989,983.78 83,735,758.68 937,500.00 11,271,696.95 244,470,880.21 29,693,828.05 82,000,893.70 3,625,122.06 31,894,412.12 147,214,255.93 48,805,999.00 21,857,884.00 18,429,552.00 2,110,650.00 2,110,650.00 1,020,000.00 3,465,000.00 5,172,750.00 2,063,050.00 4,664,842.00 4,712,152.00 660,000.00 2,600,000.00 13,643,840.00 131,316,369.00 3,622,281,128.51
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
1,506.76 3,013.52 2,677.17 673.35 172.00 382.50
m2 m2 m2 m2 m' m'
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00
200,735,087.48 169,191,066.88 92,365,111.17 31,849,327.29 8,776,988.00 19,518,357.77
-
-
86.00 191.25
4,388,494.00 9,759,178.88 Page 30
1,506.76 3,013.52 2,677.17 673.35 86.00 191.25
m2 m2 m2 m2 m' m'
133,223.00 56,144.00 34,501.00 47,300.00 51,029.00 51,029.00
200,735,087.48 169,191,066.88 92,365,111.17 31,849,327.29 4,388,494.00 9,759,178.88
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
E. LANTAI 4 PEKERJAAN PASANGAN DAN PLESTERAN I 1 2 3 4 5 6
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
0 0
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 6,230,634.00 1.00 6,375,695.00 2.00 22,318,874.00 1.00 10,143,242.00 16.00 46,112,176.00 4.00 37,631,300.00 210.50 132,027,511.62 380.48 139,972,504.32 4.00 62,574,160.00 117.17 68,546,790.00 1,512,498,107.54 2,096.49 145,535,940.81 68.74 2,989,983.78 2,027.75 83,735,758.68 25.00 937,500.00 503.43 11,271,696.95 244,470,880.21 941.41 29,693,828.05 3,704.25 82,000,893.70 114.93 3,625,122.06 2,027.75 31,894,412.12 147,214,255.93 11.00 48,805,999.00 4.00 21,857,884.00 9.00 18,429,552.00 2.00 2,110,650.00 2.00 2,110,650.00 4.00 1,020,000.00 9.00 3,465,000.00 15.00 5,172,750.00 11.00 2,063,050.00 19.00 4,664,842.00 19.00 4,712,152.00 4.00 660,000.00 4.00 2,600,000.00 70.00 13,643,840.00 131,316,369.00 3,622,281,128.51 1,506.76 200,735,087.48 3,013.52 169,191,066.88 2,677.17 92,365,111.17 673.35 31,849,327.29 86.00 4,388,494.00 191.25 9,759,178.88
VOLUME -
NO
MACAM PEKERJAAN 7 Lapis waterproffing pada plat Atap "cristaline"
II
386.17 m2
KONTRAK HARGA SATUAN (Rp) 46,894.00
JUMLAH HARGA (Rp) 18,108,929.37 540,544,867.95
PEKERJAAN LANTAI, DINDING KERAMIK DAN RAILLING BESI 1 2 3 4 5 6 7 8
III
VOLUME
Urug pasir bawah lantai, tebal 10 cm Lantai ruangan granit tile (600x600) polished Lantai km/wc granit tile (600x600) unpolished Alas granit Tile Cutting 300 x 600 pada meja beton wastafel+ meja pan Dinding lapis Granitile 600 x 600 depan pintu lift Dinding km/wc+wastafel + meja pantrygranit tile Cutting (300x600), tin 'Plint dinding granit Cutting (100x600) Railling km/wc difable " stainless steel "
124.31 1,163.24 79.86 10.12 28.58 336.35 272.08 6.20
m3 m2 m2 m2 m2 m2 m' m'
199,002.00 257,408.00 279,408.00 290,582.00 297,285.00 327,884.00 65,090.00 227,750.00
24,737,918.72 299,428,260.07 22,312,181.72 2,940,399.26 8,496,405.30 110,283,127.63 17,709,648.15 1,412,050.00 487,319,990.85
1 Kusen dan daun pintu (P.3) lengkap penggantung&pengunci Kusen alumunium 4" warna Daun pintu engineering door 80 cm Kaca intip kaca bening 5 mm Engsel pintu Handel Lockcase pintu Double cylinder pintu
8.00 unit
2,894,463.00
23,155,704.00
2 Kusen dan daun pintu (P.6) lengkap penggantung&pengunci Kusen UPVC Daun pintu UPVC Engsel pintu
8.00 unit
4,998,913.00
39,991,304.00
PEKERJAAN KUSEN, TULISAN DAN LAPIS DINDING
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 14,147,672.88 224.23 73,522,085.09 73,522,085.09 -
VOLUME
Page 31
VOLUME 386.17 m2 124.31 1,163.24 79.86 10.12 28.58 112.12 272.08 6.20
m3 m2 m2 m2 m2 m2 m' m'
8.00 unit 8.00 unit -
CCO HARGA SATUAN (Rp) 46,894.00
199,002.00 257,408.00 279,408.00 290,582.00 297,285.00 327,884.00 65,090.00 227,750.00
2,894,463.00
4,998,913.00
JUMLAH HARGA (Rp) 18,108,929.37 526,397,195.07 24,737,918.72 299,428,260.07 22,312,181.72 2,940,399.26 8,496,405.30 36,761,042.54 17,709,648.15 1,412,050.00 413,797,905.76 23,155,704.00 39,991,304.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 386.17 18,108,929.37 526,397,195.07 124.31 24,737,918.72 1,163.24 299,428,260.07 79.86 22,312,181.72 10.12 2,940,399.26 28.58 8,496,405.30 112.12 36,761,042.54 272.08 17,709,648.15 6.20 1,412,050.00 413,797,905.76 8.00 23,155,704.00 8.00 39,991,304.00 -
VOLUME
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
Handel Lockcase pintu Double cylinder pintu 3 Pintu fremless (P.9) lengkap penggantung&pengunci Daun pintu kaca tempered freameless 12 mm Sunblasting Patch fitting set Pull handle stainles steell
4.00 unit
12,394,597.00
49,578,388.00
4 Pintu fremless (P.11) lengkap penggantung&pengunci Daun pintu kaca tempered freameless 12 mm Sunblasting kaca tempered 12 mm Patch fitting set Pull handle stainles steell
2.00 unit
44,246,827.00
88,493,654.00
5 Kusen dan daun jendela (J20) Kusen alumunium 4" warna Daun jendela kaca bening 8 mm ram alumunium Kaca bening 8 mm Lapis sunblasting pada kaca motif parijoto Casment Rambuncis
20.00 unit
4,057,050.00
81,141,000.00
6 Kusen dan daun jendela (J21) Kusen alumunium 4" warna Daun jendela kaca bening 8 mm ram alumunium Kaca bening 8 mm Casment Rambuncis
1.00 unit
3,099,217.00
3,099,217.00
7 Kusen dan daun jendela (J22) Rangka alumunium U + sealant Daun jendela kaca tempered 12 mm mati
1.00 unit
7,218,604.00
7,218,604.00
8 Kusen dan daun boven (BV) Kusen alumunium 4" warna Daun jendela kaca bening 5 mm ram alumunium Casment Rambuncis
3.00 unit
3,543,382.00
10,630,146.00
9 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT46) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
6,248,898.00
6,248,898.00
10 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT47) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
7,921,162.00
7,921,162.00
11 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT48) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
5,592,228.00
5,592,228.00
12 Partisi doubel GRC 8 mm rangka metal stud+finishing cat+plind (PT49) Rangka metalstud Doubel GRC 8 mm Cat partisi Kaca bening 5 mm Plind 10 cm GRC profil di cat
1.00 unit
5,633,528.00
5,633,528.00
328,703,833.00 IV
PEKERJAAN PLAFOND 1 2 3 4 5
V
1,311.78 148.93 1,162.85 125.00 285.78
m2 m2 m2 m1 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
91,062,323.92 16,071,465.80 48,019,704.92 4,687,500.00 6,398,600.77 166,239,595.41
988.25 2,435.45 344.17 148.93 199.68 1,830.72
m2 m2 m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00 46,865.00 31,804.00
31,171,381.50 53,913,541.15 10,855,724.98 2,342,560.87 9,358,003.20 58,224,191.81 165,865,403.50
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00
35,495,272.00 10,928,942.00 16,381,824.00 1,055,325.00 255,000.00 3,080,000.00 3,448,500.00 1,500,400.00 2,455,180.00 3,968,128.00 330,000.00 3,250,000.00 1,545,480.00 5,997,510.00 8,771,040.00
PEKERJAAN CAT-CATAN 1 2 3 4 5 6
VI
Rangka plafon besi hollow dan penggantung Plafond PVC pada tritisan atap Plafond gypsum 9 mm List plafon PVC 3 x 3 cm List plafond gypsum C7
Cat dinding dan beton kolom luar " wheater shield " Cat dinding dan beton kolom dalam Cat beton balok dan plat " wheater shield " Cat plafond Cat kayu lisplank Cat zinkromate baja PEKERJAAN SANITASI
1 Kloset duduk monoblock lengkap 2 Kloset jongkok 3 Wastafel lengkap 4 Bak cuci piring "stainless steel" 5 Kran air zink stainles steell 6 Kran air zink wastafel 7 Jet Washer 8 Tempat tisu gulung 9 Kran air dia. 1/2 10 Floor drain Stainles steel 11 Clean out 12 Cermin pada wastafel 13 Instalasi air bersih PVC dia. 1" 14 Instalasi air kotor PVC dia. 3" 15 Instalasi tinja PVC dia. 4"
8.00 2.00 8.00 1.00 1.00 8.00 10.00 8.00 10.00 16.00 2.00 5.00 45.00 45.00 45.00
unit unit unit unit unit unit unit unit unit unit unit unit m' m' m'
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
1.00 45.00 45.00 45.00
VOLUME
165,000.00 1,545,480.00 5,997,510.00 8,771,040.00 Page 32
4.00 2.00 20.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 51.00 1,311.78 148.93 1,162.85 125.00 285.78 988.25 2,435.45 344.17 148.93 199.68 1,830.72
8.00 2.00 8.00 1.00 1.00 8.00 10.00 8.00 10.00 16.00 1.00 5.00 -
CCO HARGA SATUAN (Rp)
unit
12,394,597.00
unit
44,246,827.00
unit
4,057,050.00
unit
3,099,217.00
unit
7,218,604.00
unit
3,543,382.00
unit
6,248,898.00
unit
7,921,162.00
unit
5,592,228.00
unit
5,633,528.00
m2 m2 m2 m1 m'
69,419.00 107,911.00 41,295.00 37,500.00 22,390.00
m2 m2 m2 m2 m2 m2
31,542.00 22,137.00 31,542.00 15,729.00 46,865.00 31,804.00
unit unit unit unit unit unit unit unit unit unit unit unit m' m' m'
4,436,909.00 5,464,471.00 2,047,728.00 1,055,325.00 255,000.00 385,000.00 344,850.00 187,550.00 245,518.00 248,008.00 165,000.00 650,000.00 34,344.00 133,278.00 194,912.00
JUMLAH HARGA (Rp) 49,578,388.00 88,493,654.00 81,141,000.00 3,099,217.00 7,218,604.00 10,630,146.00 6,248,898.00 7,921,162.00 5,592,228.00 5,633,528.00 328,703,833.00 91,062,323.92 16,071,465.80 48,019,704.92 4,687,500.00 6,398,600.77 166,239,595.41 31,171,381.50 53,913,541.15 10,855,724.98 2,342,560.87 9,358,003.20 58,224,191.81 165,865,403.50 35,495,272.00 10,928,942.00 16,381,824.00 1,055,325.00 255,000.00 3,080,000.00 3,448,500.00 1,500,400.00 2,455,180.00 3,968,128.00 165,000.00 3,250,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
CCO II cek JUMLAH HARGA timpang (Rp) 4.00 49,578,388.00 2.00 88,493,654.00 20.00 81,141,000.00 1.00 3,099,217.00 1.00 7,218,604.00 3.00 10,630,146.00 1.00 6,248,898.00 1.00 7,921,162.00 1.00 5,592,228.00 1.00 5,633,528.00 51.00 328,703,833.00 1,311.78 91,062,323.92 148.93 16,071,465.80 1,162.85 48,019,704.92 125.00 4,687,500.00 285.78 6,398,600.77 166,239,595.41 988.25 31,171,381.50 2,435.45 53,913,541.15 344.17 10,855,724.98 148.93 2,342,560.87 199.68 9,358,003.20 1,830.72 58,224,191.81 165,865,403.50 8.00 35,495,272.00 2.00 10,928,942.00 8.00 16,381,824.00 1.00 1,055,325.00 1.00 255,000.00 8.00 3,080,000.00 10.00 3,448,500.00 8.00 1,500,400.00 10.00 2,455,180.00 16.00 3,968,128.00 1.00 165,000.00 5.00 3,250,000.00 -
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
16 Talang torong PVC dia. 4" 17 Roof drain besi dia. 4"
126.00 m' 28.00 unit
KONTRAK HARGA SATUAN (Rp) 194,912.00 185,000.00
C
PEKERJAAN MEKANIKAL, ELEKTRIKAL DAN PLAMBING ( MEP )
I
PEKERJAAN INSTALASI TEGANGAN MENENGAH DAN PENYAMBUNGAN DAYA LISTRIK
1 2 3 4 5 6
7
A. PEKERJAAN INSTALASI TEGANGAN MENENGAH 20 KV Kabel power NA2XSY 3x1x70 dari Kubikel PLN ke Kubikel Pelanggan Kabel Netral NYY 1c x 70 mm2 dari Kubikel PLN ke Kubikel Pelanggan Kabel power NA2XSY 3x1x70 dari Kubikel Pelanggan ke Transformator Kabel Netral NYY 1c x 70 mm2 dari Kubikel Pelanggan ke Transformator Terminating sealing type indoor Cubicle TM 24KV, 14,5 KA, 630A : Incoming cubicle TM / SM6-IM lengkap dengan end plate Outgoing cubicle type SM6-QM + Fuse lengkap dengan end Transformator Transformator kapasitas 630 KVA - Phasa / Freq : 3 Phasa / 50 Hz - Primer : 20 KV - Secunder : 380 / 400 V - Pendingin : YNYN-0/indoor type/AL-AL/DGPT - Transportasi, akomodasi, pemasangan
17.00 20.00 12.00 15.00 3.00
JUMLAH HARGA (Rp) 24,558,912.00 5,180,000.00 128,201,513.00 1,816,875,203.72
1
m' m' m' m' set
500,700.00 133,900.00 500,700.00 133,900.00 4,000,000.00
8,511,900.00 2,678,000.00 6,008,400.00 2,008,500.00 12,000,000.00
1.00 unit 1.00 unit 1.00 unit
68,000,000.00 95,000,000.00 130,000,000.00
68,000,000.00 95,000,000.00 130,000,000.00
PEKERJAAN PENYAMBUNGAN DAYA LISTRIK
Bea penyambungan PLN (BP)
555,000.00 VA
631.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) 63.00 12,279,456.00 28,758,486.00 116,428,243.97
VOLUME
VOLUME 63.00 28.00
m' unit
CCO HARGA SATUAN (Rp) 194,912.00 185,000.00
JUMLAH HARGA (Rp) 12,279,456.00 5,180,000.00 99,443,027.00 1,700,446,959.75
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
324,206,800.00 B.
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
350,205,000.00
-
-
-
-
17.00 20.00 12.00 15.00 3.00 1.00 1.00 1.00 70.00 555,000.00
Page 33
m' m' m' m' set
500,700.00 133,900.00 500,700.00 133,900.00 4,000,000.00
unit unit unit
68,000,000.00 95,000,000.00 130,000,000.00
VA
631.00
8,511,900.00 2,678,000.00 6,008,400.00 2,008,500.00 12,000,000.00 68,000,000.00 95,000,000.00 130,000,000.00 324,206,800.00 350,205,000.00
-
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 63.00 12,279,456.00 28.00 5,180,000.00 99,443,027.00 1,700,446,959.75
-
-
-
17.00 20.00 12.00 15.00 3.00 1.00 1.00 1.00 70.00 555,000.00
-
VOLUME
-
8,511,900.00 2,678,000.00 6,008,400.00 2,008,500.00 12,000,000.00 68,000,000.00 95,000,000.00 130,000,000.00 324,206,800.00 350,205,000.00
NO 2 3 4 5
II 1 2 3 4
MACAM PEKERJAAN Uang jaminan langganan PLN (UJL) Keur gambar Sertifikat laik operasi (SLO) TR dan TM Administrasi dan pengursan perijinan
VOLUME 555,000.00 VA 555,000.00 VA 555,000.00 VA 1.00 ls
KONTRAK HARGA SATUAN (Rp) 221.00 85.00 65.00 5,000,000.00
JUMLAH HARGA (Rp) 122,655,000.00 47,175,000.00 36,075,000.00 5,000,000.00 561,110,000.00 885,316,800.00
PEKERJAAN PENGADAAN GENSET Pengadaan Generator Set Kapasitas Prime 500KVA / 3PH / 400V/230V / Instalasi gas buang + silenter Exhasut Chamber dengan Ducting seng BJLS 0,6 mm Testing dan commissioning + training operator (include solar untuk test
1.00 1.00 1.00 1.00
unit ls ls ls
838,400,000.00 5,000,000.00 5,000,000.00 10,000,000.00
838,400,000.00 5,000,000.00 5,000,000.00 10,000,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
858,400,000.00 III
PEKERJAAN DISTRIBUSI PANEL
1
R. POWER HOUSE A. PANEL LV - MDP & ATS Incoming feeder 1 ACB 4P 50KA 1250A 1.00 2 Motor Mechanism 220V 1.00 3 UVT 220V AC 1.00 4 Closing Released 220V AC 1.00 5 Automatic Close Transisition Switch (ACTS) 4P 1200A 1.00 6 MCB 1P 6KA 6A 10.00 7 Power Meter 2.00 CT 1250/5A 8 6.00 9 MCCB 4P 18KA 40A 1.00 10 Surge Arrester 3P+N 20kA 1.00 11 Illuminated Push Button On-Off 4.00 12 Pilot Lamp 220V AC 6.00 13 Fuse 2A 6.00 Coupler 14 MCCB 4P 50kA (500-1250)A c/w Motorised 1.00 15 UVT 220V AC 1.00 16 Aux Contact for MCCB 1.00 17 MCB 1P 6KA 6A 2.00 18 Timer +Socket 1.00 19 Illuminated Push Button On-Off 2.00 20 Pilot Lamp 220V AC 1.00 AMF Facility 21 AMF MODUL 1.00 22 Batteray charger 24Vdc 5A 1.00 23 Voltmeter (0-30)V DC CR-45 1.00 24 Amperemeter (0-15)A CR-45 1.00 25 Emergency stop button 2.00 26 Selector Switch AOM 1.00 27 Push Button ON-OFF 4.00 28 Relay + Socket 1.00 29 Timer +Socket 1.00 30 Horn 24Vdc 1.00 Outgoing Feeder 31 MCCB 3P 50kA (320-800)A 1.00 32 MCCB 3P 50kA (224-320)A 1.00 33 MCCB 3P 18kA 100A 3.00 34 MCCB 3P 18kA 25A 2.00 35 MCCB 3P 18kA 20A 2.00 36 LBS 3P 630A 1.00 37 Wiring & Accessories 1.00 38 Box Dimensi : 2000(H) x 3800(W) x 1000(D)mm 1.00 Enclosure Specification : Plat Thickness 2mm, Finishing powder coating RAL 7032
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
16,250,000.00 16,250,000.00 9,750,000.00 9,750,000.00 16,250,000.00 65,000.00 2,275,000.00 812,500.00 585,000.00 2,600,000.00 162,500.00 97,500.00 97,500.00 17,875,000.00 9,750,000.00 3,250,000.00 65,000.00 162,500.00 97,500.00 97,500.00 6,500,000.00 2,275,000.00 162,500.00 162,500.00 162,500.00 162,500.00 162,500.00 227,500.00 260,000.00 130,000.00 13,000,000.00 11,700,000.00 1,137,500.00 617,500.00 552,500.00 9,750,000.00 6,500,000.00 9,750,000.00
16,250,000.00 16,250,000.00 9,750,000.00 9,750,000.00 16,250,000.00 650,000.00 4,550,000.00 4,875,000.00 585,000.00 2,600,000.00 650,000.00 585,000.00 585,000.00 17,875,000.00 9,750,000.00 3,250,000.00 130,000.00 162,500.00 195,000.00 97,500.00 6,500,000.00 2,275,000.00 162,500.00 162,500.00 325,000.00 162,500.00 650,000.00 227,500.00 260,000.00 130,000.00 13,000,000.00 11,700,000.00 3,412,500.00 1,235,000.00 1,105,000.00 9,750,000.00 6,500,000.00 9,750,000.00
PANEL CAPACITOR BANK 250/400kVAR 400/525V 6STEPS
1 LBS 3P 630A 1.00 2 MCCB 3P 18kA 25A 2.00 3 MCCB 3P 18kA 100A 4.00 4 Contactor 25KVAR 400V 2.00 5 Contactor 50KVAR 400V 4.00 6 Capacitor 25/40KVAR 400/525V 10.00 7 Detune Reactor 25kVAR 2.00 8 Detune Reactor 50kVAR 4.00 1 Power Regulator 6 Steps 1.00 2 CT 1250/5A 1.00 Pilot lamp 220V AC 3 9.00 4 Push Button ON-OFF 12.00 5 Selector Switch AOM 2P 1.00 6 Relay LY-4 220V 3.00 7 Exhaust Fan 220V 4.00 8 MCB 1P 6KA 6A 3.00 9 Wiring & Accessories 1.00 10 Box Dimensi : 2000(H) x 1700(W) x 800(D)mm 1.00 Enclosure Specification : Plat Thickness 2mm, Finishing powder coating RAL 7032 C.
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
PP. POWER HOUSE
1 Box panel PVC 4 LOG 2 MCB/1PH/4A/4,5KA GEDUNG UTAMA A. MDP (MAIN DISTRIBUTION PANEL) GEDUNG Incoming fee 1 MCCB 3P 50kA (320-800)A 2 Digital Meter 3 CT 800/5A 4 Pilot Lamp 220V AC 5 Fuse 2A Outgoing Feeder 6 MCCB 3P 36kA (250-630)A 7 MCCB 3P 18kA 50A 8 MCCB 3P 18kA 30A 9 MCCB 3P 18kA 20A 10 MCCB 3P 18kA 15A 11 Wiring & Accessories
1.00 unit 3.00 unit
2
1.00 1.00 3.00 3.00 6.00
unit unit unit unit unit
1.00 2.00 7.00 3.00 8.00 1.00
unit unit unit unit unit unit
9,750,000.00 617,500.00 1,137,500.00 2,275,000.00 2,925,000.00 4,875,000.00 6,500,000.00 8,125,000.00 4,225,000.00 1,625,000.00 97,500.00 162,500.00 162,500.00 130,000.00 617,500.00 97,500.00 9,750,000.00 8,125,000.00 325,000.00 65,000.00 13,000,000.00 2,275,000.00 975,000.00 48,750.00 32,500.00 11,700,000.00 812,500.00 747,500.00 617,500.00 552,500.00 6,500,000.00
9,750,000.00 1,235,000.00 4,550,000.00 4,550,000.00 11,700,000.00 48,750,000.00 13,000,000.00 32,500,000.00 4,225,000.00 1,625,000.00 877,500.00 1,950,000.00 162,500.00 390,000.00 2,470,000.00 292,500.00 9,750,000.00 8,125,000.00
13,000,000.00 2,275,000.00 2,925,000.00 146,250.00 195,000.00 11,700,000.00 1,625,000.00 5,232,500.00 1,852,500.00 4,420,000.00 6,500,000.00
-
-
-
-
-
-
-
-
VOLUME -
555,000.00 555,000.00 555,000.00 1.00
1.00 1.00 1.00 1.00
VA VA VA ls
unit ls ls ls
CCO HARGA SATUAN (Rp) 221.00 85.00 65.00 5,000,000.00
838,400,000.00 5,000,000.00 5,000,000.00 10,000,000.00
-
-
155,902,500.00
325,000.00 195,000.00 520,000.00
-
-
182,097,500.00 B.
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
Page 34
JUMLAH HARGA (Rp) 122,655,000.00 47,175,000.00 36,075,000.00 5,000,000.00 561,110,000.00 885,316,800.00 838,400,000.00 5,000,000.00 5,000,000.00 10,000,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
1.00 2.00 4.00 2.00 4.00 10.00 2.00 4.00 1.00 1.00 9.00 12.00 1.00 3.00 4.00 3.00 1.00 1.00 -
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
1.00 unit 3.00 unit 1.00 1.00 3.00 3.00 6.00 1.00 2.00 7.00 3.00 8.00 1.00
unit unit unit unit unit unit unit unit unit unit unit
16,250,000.00 16,250,000.00 9,750,000.00 9,750,000.00 16,250,000.00 65,000.00 2,275,000.00 812,500.00 585,000.00 2,600,000.00 162,500.00 97,500.00 97,500.00 17,875,000.00 9,750,000.00 3,250,000.00 65,000.00 162,500.00 97,500.00 97,500.00 6,500,000.00 2,275,000.00 162,500.00 162,500.00 162,500.00 162,500.00 162,500.00 227,500.00 260,000.00 130,000.00 13,000,000.00 11,700,000.00 1,137,500.00 617,500.00 552,500.00 9,750,000.00 6,500,000.00 9,750,000.00
9,750,000.00 617,500.00 1,137,500.00 2,275,000.00 2,925,000.00 4,875,000.00 6,500,000.00 8,125,000.00 4,225,000.00 1,625,000.00 97,500.00 162,500.00 162,500.00 130,000.00 617,500.00 97,500.00 9,750,000.00 8,125,000.00 325,000.00 65,000.00 13,000,000.00 2,275,000.00 975,000.00 48,750.00 32,500.00 11,700,000.00 812,500.00 747,500.00 617,500.00 552,500.00 6,500,000.00
16,250,000.00 16,250,000.00 9,750,000.00 9,750,000.00 16,250,000.00 650,000.00 4,550,000.00 4,875,000.00 585,000.00 2,600,000.00 650,000.00 585,000.00 585,000.00 17,875,000.00 9,750,000.00 3,250,000.00 130,000.00 162,500.00 195,000.00 97,500.00 6,500,000.00 2,275,000.00 162,500.00 162,500.00 325,000.00 162,500.00 650,000.00 227,500.00 260,000.00 130,000.00 13,000,000.00 11,700,000.00 3,412,500.00 1,235,000.00 1,105,000.00 9,750,000.00 6,500,000.00 9,750,000.00 182,097,500.00 9,750,000.00 1,235,000.00 4,550,000.00 4,550,000.00 11,700,000.00 48,750,000.00 13,000,000.00 32,500,000.00 4,225,000.00 1,625,000.00 877,500.00 1,950,000.00 162,500.00 390,000.00 2,470,000.00 292,500.00 9,750,000.00 8,125,000.00 155,902,500.00 325,000.00 195,000.00 520,000.00 13,000,000.00 2,275,000.00 2,925,000.00 146,250.00 195,000.00 11,700,000.00 1,625,000.00 5,232,500.00 1,852,500.00 4,420,000.00 6,500,000.00
-
-
858,400,000.00 1.00 1.00 1.00 1.00 1.00 10.00 2.00 6.00 1.00 1.00 4.00 6.00 6.00 1.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 3.00 2.00 2.00 1.00 1.00 1.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 555,000.00 122,655,000.00 555,000.00 47,175,000.00 555,000.00 36,075,000.00 1.00 5,000,000.00 561,110,000.00 885,316,800.00 1.00 838,400,000.00 1.00 5,000,000.00 1.00 5,000,000.00 1.00 10,000,000.00
VOLUME
-
858,400,000.00 1.00 1.00 1.00 1.00 1.00 10.00 2.00 6.00 1.00 1.00 4.00 6.00 6.00 1.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 3.00 2.00 2.00 1.00 1.00 1.00 1.00 2.00 4.00 2.00 4.00 10.00 2.00 4.00 1.00 1.00 9.00 12.00 1.00 3.00 4.00 3.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 3.00 6.00 1.00 2.00 7.00 3.00 8.00 1.00
16,250,000.00 16,250,000.00 9,750,000.00 9,750,000.00 16,250,000.00 650,000.00 4,550,000.00 4,875,000.00 585,000.00 2,600,000.00 650,000.00 585,000.00 585,000.00 17,875,000.00 9,750,000.00 3,250,000.00 130,000.00 162,500.00 195,000.00 97,500.00 6,500,000.00 2,275,000.00 162,500.00 162,500.00 325,000.00 162,500.00 650,000.00 227,500.00 260,000.00 130,000.00 13,000,000.00 11,700,000.00 3,412,500.00 1,235,000.00 1,105,000.00 9,750,000.00 6,500,000.00 9,750,000.00 182,097,500.00 9,750,000.00 1,235,000.00 4,550,000.00 4,550,000.00 11,700,000.00 48,750,000.00 13,000,000.00 32,500,000.00 4,225,000.00 1,625,000.00 877,500.00 1,950,000.00 162,500.00 390,000.00 2,470,000.00 292,500.00 9,750,000.00 8,125,000.00 155,902,500.00 325,000.00 195,000.00 520,000.00 13,000,000.00 2,275,000.00 2,925,000.00 146,250.00 195,000.00 11,700,000.00 1,625,000.00 5,232,500.00 1,852,500.00 4,420,000.00 6,500,000.00
NO
MACAM PEKERJAAN
VOLUME
12 Box Dimensi : 2000(H) x 1200(W) x 700(D)mm 1.00 unit Enclosure Specification : Plat Thickness 2mm, Finishing powder coating RAL 7032 B. SDP ATAP Incoming feeder 1 MCCB 3P 50kA (250-630)A 1.00 2 Digital Meter 1.00 3 CT 600/5A 3.00 4 Pilot Lamp 220V AC 3.00 5 Fuse 2A 6.00 Outgoing Feeder 6 MCCB 3P 36kA (280-400)A 2.00 7 MCCB 3P 18kA 50A 2.00 8 MCCB 3P 18kA 30A 1.00 9 MCCB 3P 18kA 20A 2.00 10 Wiring & Accessories 1.00 11 Box Dimensi : 1700(H) x 700(W) x 500(D)mm 1.00 Enclosure Specification : Plat Thickness 1,8mm, Finishing powder coating RAL 7032
C. PP-POMPA SEWAGE Incoming feeder 1 MCB 3P 10kA 16A 2 Pilot Lamp 220V AC 3 Fuse 2A Outgoing Feeder 4 MCB 1P 4.5kA 6A 3 Set DOL 1.5kW 5 MCB 3P 10kA 16A
unit unit unit unit unit unit unit unit unit unit unit
1.00 unit 3.00 unit 3.00 unit 1.00 unit 3.00 unit
KONTRAK HARGA SATUAN (Rp) 7,800,000.00 11,700,000.00 2,275,000.00 975,000.00 48,750.00 32,500.00 11,050,000.00 812,500.00 747,500.00 617,500.00 6,500,000.00 6,500,000.00 422,500.00 48,750.00 32,500.00 97,500.00 422,500.00
JUMLAH HARGA (Rp) 7,800,000.00 57,671,250.00
11,700,000.00 2,275,000.00 2,925,000.00 146,250.00 195,000.00 22,100,000.00 1,625,000.00 747,500.00 1,235,000.00 6,500,000.00 6,500,000.00
55,948,750.00
422,500.00 146,250.00 97,500.00 97,500.00 1,267,500.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 2.00 97,500.00 2.00 65,000.00 1.00 422,500.00
VOLUME
Page 35
VOLUME 1.00 unit 1.00 1.00 3.00 3.00 6.00 2.00 2.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00
unit unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit
CCO HARGA SATUAN (Rp) 7,800,000.00 11,700,000.00 2,275,000.00 975,000.00 48,750.00 32,500.00 11,050,000.00 812,500.00 747,500.00 617,500.00 6,500,000.00 6,500,000.00 422,500.00 48,750.00 32,500.00 97,500.00 422,500.00
JUMLAH HARGA (Rp) 7,800,000.00 57,671,250.00 11,700,000.00 2,275,000.00 2,925,000.00 146,250.00 195,000.00 22,100,000.00 1,625,000.00 747,500.00 1,235,000.00 6,500,000.00 6,500,000.00 55,948,750.00 422,500.00 48,750.00 32,500.00 97,500.00 845,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 7,800,000.00 57,671,250.00 1.00 11,700,000.00 1.00 2,275,000.00 3.00 2,925,000.00 3.00 146,250.00 6.00 195,000.00 2.00 22,100,000.00 2.00 1,625,000.00 1.00 747,500.00 2.00 1,235,000.00 1.00 6,500,000.00 1.00 6,500,000.00 55,948,750.00 1.00 422,500.00 1.00 48,750.00 1.00 32,500.00 1.00 97,500.00 2.00 845,000.00
NO
MACAM PEKERJAAN
VOLUME
6 Contactor 3.00 7 Aux. Contact 3.00 8 TOR LR2-K0310 (2.6-3.7)A 3.00 Selector Switch AOM 9 3.00 10 Illuminated Push Button On-Off 6.00 11 Pilot lamp 220V AC 3.00 12 Relay LY-2 + Socket 220V AC 6.00 13 MCB 1P 6KA 6A 3.00 14 Wiring & Accessories 1.00 15 Box Dimensi : 800(H) x 600(W) x 250(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
D. PP.LP & STK LT.BS Incoming feeder 1 MCCB 3P 10kA 15A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 4.5kA 16A 2.00 MCB 1P 4.5kA 10A 7 3.00 8 MCB 1P 4.5kA 6A 6.00 9 Wiring & Accessories 1.00 10 Box Dimensi : 600(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
E. PP.LP & STK LT.1A Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 7.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 10.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
F. PP.LP & STK LT.2A Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 8.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 9.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
G. PP.LP & STK LT.3A Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 7.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 10.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
H. PP.LP & STK LT.4 Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 7.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 10.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
G. PP.LP & STK LT.1B Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC XA2EVM 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 7.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 10.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
H. PP.LP & STK LT.2B Incoming feeder 1 MCCB 3P 10kA 25A 2 Pilot Lamp 220V AC 3 Fuse 2A Outgoing Feeder 4 MCB 1P 4.5kA 16A
unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
1.00 unit 3.00 unit 3.00 unit 8.00 unit
KONTRAK HARGA SATUAN (Rp) 1,625,000.00 1,300,000.00 1,625,000.00 162,500.00 162,500.00 97,500.00 130,000.00 97,500.00 4,875,000.00 3,250,000.00 552,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 1,625,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00
JUMLAH HARGA (Rp) 4,875,000.00 3,900,000.00 4,875,000.00 487,500.00 975,000.00 292,500.00 780,000.00 292,500.00 4,875,000.00 3,250,000.00
26,633,750.00
552,500.00 146,250.00 97,500.00 845,000.00 1,267,500.00 585,000.00 3,250,000.00 1,625,000.00
8,368,750.00
617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00
11,586,250.00
617,500.00 146,250.00 97,500.00 3,380,000.00 1,267,500.00 877,500.00 3,250,000.00 2,275,000.00
11,911,250.00
617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00
11,586,250.00
617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00
11,586,250.00
617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00
11,586,250.00
617,500.00 146,250.00 97,500.00 3,380,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 1.00 1,625,000.00 1.00 1,300,000.00 1.00 1,625,000.00 1.00 162,500.00 2.00 325,000.00 1.00 97,500.00 2.00 260,000.00 1.00 97,500.00 6,077,500.00 -
VOLUME
Page 36
VOLUME 2.00 2.00 2.00 2.00 4.00 2.00 4.00 2.00 1.00 1.00 1.00 3.00 3.00 2.00 3.00 6.00 1.00 1.00 1.00 3.00 3.00 7.00 3.00 10.00 1.00 1.00 1.00 3.00 3.00 8.00 3.00 9.00 1.00 1.00 1.00 3.00 3.00 7.00 3.00 10.00 1.00 1.00 1.00 3.00 3.00 7.00 3.00 10.00 1.00 1.00 1.00 3.00 3.00 7.00 3.00 10.00 1.00 1.00 1.00 3.00 3.00 8.00
unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit
CCO HARGA SATUAN (Rp) 1,625,000.00 1,300,000.00 1,625,000.00 162,500.00 162,500.00 97,500.00 130,000.00 97,500.00 4,875,000.00 3,250,000.00 552,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 1,625,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00
JUMLAH HARGA (Rp) 3,250,000.00 2,600,000.00 3,250,000.00 325,000.00 650,000.00 195,000.00 520,000.00 195,000.00 4,875,000.00 3,250,000.00 20,556,250.00 552,500.00 146,250.00 97,500.00 845,000.00 1,267,500.00 585,000.00 3,250,000.00 1,625,000.00 8,368,750.00 617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00 11,586,250.00 617,500.00 146,250.00 97,500.00 3,380,000.00 1,267,500.00 877,500.00 3,250,000.00 2,275,000.00 11,911,250.00 617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00 11,586,250.00 617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00 11,586,250.00 617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00 11,586,250.00 617,500.00 146,250.00 97,500.00 3,380,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 2.00 3,250,000.00 2.00 2,600,000.00 2.00 3,250,000.00 2.00 325,000.00 4.00 650,000.00 2.00 195,000.00 4.00 520,000.00 2.00 195,000.00 1.00 4,875,000.00 1.00 3,250,000.00 20,556,250.00 1.00 552,500.00 3.00 146,250.00 3.00 97,500.00 2.00 845,000.00 3.00 1,267,500.00 6.00 585,000.00 1.00 3,250,000.00 1.00 1,625,000.00 8,368,750.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 7.00 2,957,500.00 3.00 1,267,500.00 10.00 975,000.00 1.00 3,250,000.00 1.00 2,275,000.00 11,586,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 8.00 3,380,000.00 3.00 1,267,500.00 9.00 877,500.00 1.00 3,250,000.00 1.00 2,275,000.00 11,911,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 7.00 2,957,500.00 3.00 1,267,500.00 10.00 975,000.00 1.00 3,250,000.00 1.00 2,275,000.00 11,586,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 7.00 2,957,500.00 3.00 1,267,500.00 10.00 975,000.00 1.00 3,250,000.00 1.00 2,275,000.00 11,586,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 7.00 2,957,500.00 3.00 1,267,500.00 10.00 975,000.00 1.00 3,250,000.00 1.00 2,275,000.00 11,586,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 8.00 3,380,000.00
NO
MACAM PEKERJAAN
VOLUME
5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 9.00 7 Wiring & Accessories 1.00 Box Dimensi : 700(H) x 500(W) x 230(D)mm 8 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
I. PP.LP & STK LT.3B Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 16A 7.00 5 MCB 1P 4.5kA 10A 3.00 6 MCB 1P 4.5kA 6A 10.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
J. PP.AC LT. 1-A Incoming feeder 1 MCCB 3P 10kA 25A 2 Pilot Lamp 220V AC 3 Fuse 2A Outgoing Feeder 6 MCB 1P 10kA 10A
unit unit unit unit
unit unit unit unit unit unit unit unit
1.00 unit 3.00 unit 3.00 unit 22.00 unit
KONTRAK HARGA SATUAN (Rp) 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00
JUMLAH HARGA (Rp) 1,267,500.00 877,500.00 3,250,000.00 2,275,000.00
11,911,250.00
617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00
11,586,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
Page 37
3.00 9.00 1.00 1.00 1.00 3.00 3.00 7.00 3.00 10.00 1.00 1.00 1.00 3.00 3.00 22.00
unit unit unit unit
unit unit unit unit unit unit unit unit
unit unit unit unit
CCO HARGA SATUAN (Rp) 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 422,500.00 97,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00
JUMLAH HARGA (Rp) 1,267,500.00 877,500.00 3,250,000.00 2,275,000.00 11,911,250.00 617,500.00 146,250.00 97,500.00 2,957,500.00 1,267,500.00 975,000.00 3,250,000.00 2,275,000.00 11,586,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 3.00 1,267,500.00 9.00 877,500.00 1.00 3,250,000.00 1.00 2,275,000.00 11,911,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 7.00 2,957,500.00 3.00 1,267,500.00 10.00 975,000.00 1.00 3,250,000.00 1.00 2,275,000.00 11,586,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00
NO
MACAM PEKERJAAN
VOLUME
7 Wiring & Accessories 1.00 unit 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 unit Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
K. PP.AC LT. 2-A Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 10kA 10A 22.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
L. PP.AC LT. 3-A Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 10kA 10A 22.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
M. PP.AC LT. 4 Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 10kA 10A 22.00 5 Wiring & Accessories 1.00 6 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
N. PP.AC.OU - A Incoming feeder 1 MCCB 3P 50kA 320A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCCB 3P 18kA 125A 2.00 5 MCCB 3P 18kA 100A 1.00 6 MCCB 3P 18kA 80A 1.00 7 MCCB 3P 18kA 50A 5.00 8 Wiring & Accessories 1.00 9 Box Dimensi : 1000(H) x 800(W) x 300(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
O. PP.AC LT. 1-B Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 10kA 10A 22.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
P. PP.AC LT. 2-B Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 10kA 10A 22.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
Q. PP.AC LT. 3-B Incoming feeder 1 MCCB 3P 10kA 25A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 6 MCB 1P 10kA 10A 22.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 700(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
R. PP.AC.OU - B Incoming feeder 1 MCCB 3P 50kA (175-250)A 2 Pilot Lamp 220V AC 3 Fuse 2A Outgoing Feeder 4 MCCB 3P 18kA 125A 5 MCCB 3P 18kA 100A 6 MCCB 3P 18kA 50A 7 Wiring & Accessories 8 Box Dimensi : 800(H) x 600(W) x 230(D)mm
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
1.00 unit 3.00 unit 3.00 unit 1.00 1.00 5.00 1.00 1.00
unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 4,875,000.00 48,750.00 32,500.00 1,787,500.00 1,625,000.00 1,462,500.00 1,137,500.00 6,500,000.00 4,875,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 4,875,000.00 48,750.00 32,500.00 1,787,500.00 1,625,000.00 1,137,500.00 6,500,000.00 3,250,000.00
JUMLAH HARGA (Rp) 3,250,000.00 2,275,000.00
15,681,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
4,875,000.00 146,250.00 97,500.00 3,575,000.00 1,625,000.00 1,462,500.00 5,687,500.00 6,500,000.00 4,875,000.00
28,843,750.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00
15,681,250.00
4,875,000.00 146,250.00 97,500.00 1,787,500.00 1,625,000.00 5,687,500.00 6,500,000.00 3,250,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME Page 38
1.00 unit 1.00 unit 1.00 3.00 3.00 22.00 1.00 1.00 1.00 3.00 3.00 22.00 1.00 1.00 1.00 3.00 3.00 22.00 1.00 1.00 1.00 3.00 3.00 2.00 1.00 1.00 5.00 1.00 1.00 1.00 3.00 3.00 22.00 1.00 1.00 1.00 3.00 3.00 22.00 1.00 1.00 31.00 1.00 3.00 3.00 22.00 1.00 1.00 1.00 3.00 3.00 1.00 1.00 5.00 1.00 1.00
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 4,875,000.00 48,750.00 32,500.00 1,787,500.00 1,625,000.00 1,462,500.00 1,137,500.00 6,500,000.00 4,875,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 617,500.00 48,750.00 32,500.00 422,500.00 3,250,000.00 2,275,000.00 4,875,000.00 48,750.00 32,500.00 1,787,500.00 1,625,000.00 1,137,500.00 6,500,000.00 3,250,000.00
JUMLAH HARGA (Rp) 3,250,000.00 2,275,000.00 15,681,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 4,875,000.00 146,250.00 97,500.00 3,575,000.00 1,625,000.00 1,462,500.00 5,687,500.00 6,500,000.00 4,875,000.00 28,843,750.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 617,500.00 146,250.00 97,500.00 9,295,000.00 3,250,000.00 2,275,000.00 15,681,250.00 4,875,000.00 146,250.00 97,500.00 1,787,500.00 1,625,000.00 5,687,500.00 6,500,000.00 3,250,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 4,875,000.00 3.00 146,250.00 3.00 97,500.00 2.00 3,575,000.00 1.00 1,625,000.00 1.00 1,462,500.00 5.00 5,687,500.00 1.00 6,500,000.00 1.00 4,875,000.00 28,843,750.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 31.00 15,681,250.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 22.00 9,295,000.00 1.00 3,250,000.00 1.00 2,275,000.00 15,681,250.00 1.00 4,875,000.00 3.00 146,250.00 3.00 97,500.00 1.00 1,787,500.00 1.00 1,625,000.00 5.00 5,687,500.00 1.00 6,500,000.00 1.00 3,250,000.00
NO
MACAM PEKERJAAN
VOLUME
Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
S. SDP. ELEKTRONIK Incoming feeder 1 MCCB 3P 10kA 15A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 6kA 10A 9.00 5 MCB 3P 10kA 10A 1.00 6 Surge Arrester PF20 3P+N 20kA 1.00 7 Wiring & Accessories 1.00 8 Box Dimensi : 600(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
T. SDP LIFT Incoming feeder 1 MCCB 3P 10kA 30A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCCB 3P 10kA 30A 1.00 5 MCB 1P 4.5kA 10A 3.00 6 Wiring & Accessories 1.00 7 Box Dimensi : 600(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 617,500.00 48,750.00 32,500.00 422,500.00 487,500.00 3,250,000.00 3,250,000.00 1,625,000.00 1,137,500.00 48,750.00 32,500.00 1,137,500.00 422,500.00 3,250,000.00 1,625,000.00 -
JUMLAH HARGA (Rp)
23,968,750.00
617,500.00 146,250.00 97,500.00 3,802,500.00 487,500.00 3,250,000.00 3,250,000.00 1,625,000.00
13,276,250.00
1,137,500.00 146,250.00 97,500.00 1,137,500.00 1,267,500.00 3,250,000.00 1,625,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
Page 39
VOLUME 1.00 3.00 3.00 9.00 1.00 1.00 1.00 1.00 1.00 3.00 3.00 1.00 3.00 1.00 1.00 -
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 617,500.00 48,750.00 32,500.00 422,500.00 487,500.00 3,250,000.00 3,250,000.00 1,625,000.00 1,137,500.00 48,750.00 32,500.00 1,137,500.00 422,500.00 3,250,000.00 1,625,000.00 -
JUMLAH HARGA (Rp) 23,968,750.00 617,500.00 146,250.00 97,500.00 3,802,500.00 487,500.00 3,250,000.00 3,250,000.00 1,625,000.00 13,276,250.00 1,137,500.00 146,250.00 97,500.00 1,137,500.00 1,267,500.00 3,250,000.00 1,625,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 23,968,750.00 1.00 617,500.00 3.00 146,250.00 3.00 97,500.00 9.00 3,802,500.00 1.00 487,500.00 1.00 3,250,000.00 1.00 3,250,000.00 1.00 1,625,000.00 13,276,250.00 1.00 1,137,500.00 3.00 146,250.00 3.00 97,500.00 1.00 1,137,500.00 3.00 1,267,500.00 1.00 3,250,000.00 1.00 1,625,000.00 -
NO
MACAM PEKERJAAN
VOLUME
3
LANDSCAPE DAN PUMP ROOM A. PP. LANDSCAPE & SECURITY Incoming feeder 1 MCB 3P 4.5kA 16A 1.00 2 Pilot Lamp 220V AC 3.00 3 Fuse 2A 3.00 Outgoing Feeder 4 MCB 1P 4.5kA 10A 8.00 5 Time Switch Sul 181d 24hours/220V AC 3.00 6 Contactor 3.00 7 Selector Switch AOM 3.00 8 Push Button ON-OFF 6.00 9 Wiring & Accessories 1.00 10 Box Dimensi : 600(H) x 500(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
B. SDP POMPA Incoming feeder 1 MCCB 3P 36kA (280-400)A 1.00 2 Digital Meter 1.00 3 CT 50/5A 3.00 4 Pilot Lamp 220V AC 3.00 5 Fuse 2A 3.00 Outgoing Feeder 6 MCCB 3P 18kA 250A 1.00 7 MCCB 3P 10kA 30A 5.00 8 Wiring & Accessories 1.00 9 Box Dimensi : 800(H) x 600(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
C. SDP. HYDRANT Incoming feeder 1 MCCB 3P 18kA 250A 1.00 2 Digital Meter 1.00 3 CT 50/5A 3.00 4 Pilot Lamp 220V AC 3.00 5 Fuse 2A 6.00 Outgoing Feeder 6 MCCB 3P 36kA (175-250)A 1.00 7 MCCB 3P 36kA (17,5-25)A 1.00 8 MCCB 3P 10kA 25A 2.00 9 Wiring & Accessories 1.00 10 Box Dimensi : 800(H) x 600(W) x 230(D)mm 1.00 Enclosure Specification : Plat Thickness 1,5mm, Finishing powder coating RAL 7032
unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 422,500.00 48,750.00 32,500.00 422,500.00 2,275,000.00 162,500.00 162,500.00 162,500.00 3,250,000.00 1,625,000.00 6,175,000.00 2,437,500.00 325,000.00 48,750.00 32,500.00 1,950,000.00 1,137,500.00 6,500,000.00 1,625,000.00 4,875,000.00 2,437,500.00 325,000.00 48,750.00 32,500.00 4,875,000.00 2,372,500.00 1,137,500.00 6,500,000.00 1,625,000.00
JUMLAH HARGA (Rp) 8,661,250.00
422,500.00 146,250.00 97,500.00 3,380,000.00 6,825,000.00 487,500.00 487,500.00 975,000.00 3,250,000.00 1,625,000.00
17,696,250.00
6,175,000.00 2,437,500.00 975,000.00 146,250.00 97,500.00 1,950,000.00 5,687,500.00 6,500,000.00 1,625,000.00
25,593,750.00
4,875,000.00 2,437,500.00 975,000.00 146,250.00 195,000.00 4,875,000.00 2,372,500.00 2,275,000.00 6,500,000.00 1,625,000.00
26,276,250.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
822,981,250.00 IV
PEKERJAAN KABEL TOVUR DAN KABEL FEEDER ANTAR PANEL POWER HOUSE 1 Kabel NYY 8 x (1 x 300mm2) dari Transformator ke Panel LV-MDP & ATS 15.00 m' 2 Kabel NYY 8 x (1 x 300mm2) dari Genset ke Panel LV-MDP & ATS 11.00 m' 3 Kabel NYFGBY 2 x (4 x 240 mm2) dari Panel LV-MDP ATS ke MDP-GEDUNG75.00 m' 4 Kabel NYFGBY 4 x 185 mm2 dari panel LV-MDP ATS ke SDP POMPA 152.00 m' 5 Kabel FRC 4 x 10 mm2+BCC 10 mm2 dari LV-MDP ATS ke PP. ELEKTRONIK60.00 m1 FAN m1 6 Kabel FRC 4 x 10 mm2+BCC 10 mm2 dari LV-MDP ATS ke PP. PRESSURED50.00 7 Kabel NYFGBY 4 x 6 mm2 dari LV-MDP ATS ke PP. LANDSCAPE & SECURITY 10.00 m1 8 Kabel NYY 3 x 4 mm2 dari LV-MDP & ATS ke PP.POWER HOUSE 15.00 m1 PUMP ROOM S.1 9 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari SDP POMPA ke PK. POMPA TRANSFER 8.00 m' S.2 10 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari SDP POMPA ke PK. POMPA TRANSFER 4.00 m' 11 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari SDP POMPA ke PK. POMPA SUMUR 5.00 m' 12 Kabel NYY 4 x 2,5 mm2 + NYA 2,5 mm2 dari PK. TRANSFER S.1 & S.2 ke unit pompa 6.00 m'S.1 & S.2 13 Kabel NYY 4 x 2,5 mm2 + NYA 2,5 mm2 dari PK. SUMUR ke unit pompa Submersible 60.00 m' 14 Kabel NYY 4 x 120 mm2 + BCC 70 mm2 dari SDP POMPA ke SDP HYDRANT 6.00 m' Elektrik 15 Kabel FRC 6 x (1 x 95 mm2) + BCC 70 mm2 dari SDP HYDRANT ke PK. Pompa 12.00 m' Jockey 16 Kabel FRC 6 x (1 x 6 mm2) + BCC 70 mm2 dari SDP HYDRANT ke PK. Pompa14.00 m' 17 Kabel FRC 3 x 2,5 mm2 + NYA mm2 dari SDP HYDRANT ke PK. Pompa Diesel8.00 m' 18 Kabel FRC 3 x 2,5 mm2 + NYA mm2 dari PK. Pompa Elektrik ke Pressure Switch 18.00 m' 2 2 19 Kabel FRC 3 x 2,5 mm + NYA mm dari PK. Pompa Jockey ke Pressure Switch 22.00 m' 20 Kabel FRC 3 x 2,5 mm2 + NYA mm2 dari PK. Pompa Diesel ke Pressure Switch 24.00 m' GEDUNG UTAMA 2+ 2 21 Kabel NYY 4 x 4 mm BCC 4 mm dari MDP GEDUNG ke PP. LT.BS 8.00 m' 22 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PP. LT.1A 64.00 m' 23 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PP. LT.1B 64.00 m' 2+ 2 24 Kabel NYY 4 x 10 mm BCC 10 mm dari MDP GEDUNG ke PP. LT.2A 68.00 m' 25 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PP. LT.2B 68.00 m' 26 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PP. LT.3A 72.00 m' 2+ 2 27 Kabel NYY 4 x 10 mm BCC 10 mm dari MDP GEDUNG ke PP. LT.3B 72.00 m' 28 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PP. LT.4 116.00 m' 29 Kabel NYY 4 x 4 mm2 + BCC 4 mm2 dari MDP GEDUNG ke PP AC. LT.1A 68.00 m' 30 Kabel NYY 4 x 4 mm2 + BCC 4 mm2 dari MDP GEDUNG ke PP.AC LT.1B 68.00 m' 31 Kabel NYY 4 x 4 mm2 + BCC 4 mm2 dari MDP GEDUNG ke PP.AC LT.2A 76.00 m' 2+ 2 32 Kabel NYY 4 x 4 mm BCC 4 mm dari MDP GEDUNG ke PP.AC LT.2B 76.00 m' 33 Kabel NYY 4 x 4 mm2 + BCC 4 mm2 dari MDP GEDUNG ke PP.AC LT.3A 84.00 m' 34 Kabel NYY 4 x 4 mm2 + BCC 4 mm2 dari MDP GEDUNG ke PP.AC LT.3B 84.00 m' 2+ 2 35 Kabel NYY 4 x 4 mm BCC 4 mm dari MDP GEDUNG ke PP.AC LT.4 132.00 m' 36 Kabel NYY 4 x 6 mm2 + BCC 6 mm2 dari MDP GEDUNG ke PP. SEWAGE 12.00 m' 1 m' 37 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PK. ESCALATOR 68.00 2 m' 38 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari MDP GEDUNG ke PK. ESCALATOR 74.00 39 Kabel NYY 4 x 300 mm2 + BCC 185 mm2 dari MDP GEDUNG ke SDP ATAP 110.00 m' 40 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari SDP ATAP ke PP. LIFT 58.00 m' 41 Kabel NYY 4 x 10 mm2 + BCC 10 mm2 dari PP. LIFT KE PK. LIFT 8.00 m' S.1 m' 42 Kabel NYY 4 x 6 mm2 + BCC 6 mm2 dari SDP ATAP ke PK. POMPA BOOSTER 8.00 S.2 m' 43 Kabel NYY 4 x 6 mm2 + BCC 6 mm2 dari SDP ATAP ke PK. POMPA BOOSTER85.00 44 Kabel NYY 4 x 185 mm2 + BCC 120 mm2 dari SDP ATAP ke PP. AC.OU-A 91.00 m' 45 Kabel NYY 4 x 150 mm2 + BCC 95 mm2 dari SDP ATAP ke PP. AC.OU-B 46.00 m'
3,910,000.00 3,910,000.00 3,187,500.00 1,275,000.00 106,250.00 106,250.00 63,750.00 40,375.00 82,875.00 82,875.00 82,875.00 42,500.00 42,500.00 828,750.00 1,275,000.00 212,500.00 40,375.00 40,375.00 40,375.00 40,375.00 42,500.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 63,750.00 82,875.00 82,875.00 1,912,500.00 82,875.00 82,875.00 63,750.00 63,750.00 1,275,000.00 1,211,250.00
58,650,000.00 43,010,000.00 239,062,500.00 193,800,000.00 6,375,000.00 5,312,500.00 637,500.00 605,625.00 663,000.00 331,500.00 414,375.00 255,000.00 2,550,000.00 4,972,500.00 15,300,000.00 2,975,000.00 323,000.00 726,750.00 888,250.00 969,000.00 340,000.00 5,304,000.00 5,304,000.00 5,635,500.00 5,635,500.00 5,967,000.00 5,967,000.00 9,613,500.00 2,890,000.00 2,890,000.00 3,230,000.00 3,230,000.00 3,570,000.00 3,570,000.00 5,610,000.00 765,000.00 5,635,500.00 6,132,750.00 210,375,000.00 4,806,750.00 663,000.00 510,000.00 5,418,750.00 116,025,000.00 55,717,500.00
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
-
VOLUME -
1.00 3.00 3.00 8.00 3.00 3.00 3.00 6.00 1.00 1.00 1.00 1.00 3.00 3.00 3.00 1.00 5.00 1.00 1.00 1.00 1.00 3.00 3.00 6.00 1.00 1.00 2.00 1.00 1.00 -
unit unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 422,500.00 48,750.00 32,500.00 422,500.00 2,275,000.00 162,500.00 162,500.00 162,500.00 3,250,000.00 1,625,000.00 6,175,000.00 2,437,500.00 325,000.00 48,750.00 32,500.00 1,950,000.00 1,137,500.00 6,500,000.00 1,625,000.00 4,875,000.00 2,437,500.00 325,000.00 48,750.00 32,500.00 4,875,000.00 2,372,500.00 1,137,500.00 6,500,000.00 1,625,000.00
6,077,500.00 -
-
Page 40
JUMLAH HARGA (Rp) 8,661,250.00 422,500.00 146,250.00 97,500.00 3,380,000.00 6,825,000.00 487,500.00 487,500.00 975,000.00 3,250,000.00 1,625,000.00 17,696,250.00 6,175,000.00 2,437,500.00 975,000.00 146,250.00 97,500.00 1,950,000.00 5,687,500.00 6,500,000.00 1,625,000.00 25,593,750.00 4,875,000.00 2,437,500.00 975,000.00 146,250.00 195,000.00 4,875,000.00 2,372,500.00 2,275,000.00 6,500,000.00 1,625,000.00 26,276,250.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
m' m' m' m' m1 m1 m1 m1 m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m'
3,910,000.00 3,910,000.00 3,187,500.00 1,275,000.00 106,250.00 106,250.00 63,750.00 40,375.00 82,875.00 82,875.00 82,875.00 42,500.00 42,500.00 828,750.00 1,275,000.00 212,500.00 40,375.00 40,375.00 40,375.00 40,375.00 42,500.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 82,875.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 42,500.00 63,750.00 82,875.00 82,875.00 1,912,500.00 82,875.00 82,875.00 63,750.00 63,750.00 1,275,000.00 1,211,250.00
58,650,000.00 43,010,000.00 239,062,500.00 193,800,000.00 6,375,000.00 5,312,500.00 637,500.00 605,625.00 663,000.00 331,500.00 414,375.00 255,000.00 2,550,000.00 4,972,500.00 15,300,000.00 2,975,000.00 323,000.00 726,750.00 888,250.00 969,000.00 340,000.00 5,304,000.00 5,304,000.00 5,635,500.00 5,635,500.00 5,967,000.00 5,967,000.00 9,613,500.00 2,890,000.00 2,890,000.00 3,230,000.00 3,230,000.00 3,570,000.00 3,570,000.00 5,610,000.00 765,000.00 5,635,500.00 6,132,750.00 210,375,000.00 4,806,750.00 663,000.00 510,000.00 5,418,750.00 116,025,000.00 55,717,500.00
VOLUME -
-
-
-
-
-
-
-
-
-
-
816,903,750.00 15.00 11.00 75.00 152.00 60.00 50.00 10.00 15.00 8.00 4.00 5.00 6.00 60.00 6.00 12.00 14.00 8.00 18.00 22.00 24.00 8.00 64.00 64.00 68.00 68.00 72.00 72.00 116.00 68.00 68.00 76.00 76.00 84.00 84.00 132.00 12.00 68.00 74.00 110.00 58.00 8.00 8.00 85.00 91.00 46.00
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 8,661,250.00 1.00 422,500.00 3.00 146,250.00 3.00 97,500.00 8.00 3,380,000.00 3.00 6,825,000.00 3.00 487,500.00 3.00 487,500.00 6.00 975,000.00 1.00 3,250,000.00 1.00 1,625,000.00 17,696,250.00 1.00 6,175,000.00 1.00 2,437,500.00 3.00 975,000.00 3.00 146,250.00 3.00 97,500.00 1.00 1,950,000.00 5.00 5,687,500.00 1.00 6,500,000.00 1.00 1,625,000.00 25,593,750.00 1.00 4,875,000.00 1.00 2,437,500.00 3.00 975,000.00 3.00 146,250.00 6.00 195,000.00 1.00 4,875,000.00 1.00 2,372,500.00 2.00 2,275,000.00 1.00 6,500,000.00 1.00 1,625,000.00 26,276,250.00
-
816,903,750.00 15.00 11.00 75.00 152.00 60.00 50.00 10.00 15.00 8.00 4.00 5.00 6.00 60.00 6.00 12.00 14.00 8.00 18.00 22.00 24.00 8.00 64.00 64.00 68.00 68.00 72.00 72.00 116.00 68.00 68.00 76.00 76.00 84.00 84.00 132.00 12.00 68.00 74.00 110.00 58.00 8.00 8.00 85.00 91.00 46.00
58,650,000.00 43,010,000.00 239,062,500.00 193,800,000.00 6,375,000.00 5,312,500.00 637,500.00 605,625.00 663,000.00 331,500.00 414,375.00 255,000.00 2,550,000.00 4,972,500.00 15,300,000.00 2,975,000.00 323,000.00 726,750.00 888,250.00 969,000.00 340,000.00 5,304,000.00 5,304,000.00 5,635,500.00 5,635,500.00 5,967,000.00 5,967,000.00 9,613,500.00 2,890,000.00 2,890,000.00 3,230,000.00 3,230,000.00 3,570,000.00 3,570,000.00 5,610,000.00 765,000.00 5,635,500.00 6,132,750.00 210,375,000.00 4,806,750.00 663,000.00 510,000.00 5,418,750.00 116,025,000.00 55,717,500.00
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
1,052,627,250.00 V GROUNDING SYSTEM 1 2
4 5
Sumuran Grounding tahanan maximal 5 ohm Kabel BCC 95 mm2 (Grounding Trafo, Kubikal, Genset dan panel LVMDP) Kabel BCC 50 mm2 (Bonding antar sumuruan grounding) Grounding Cu Bar system uk. 20 x 5 mm Rekolit (isolator dudukan CU Bar grounding ruangan )
VI
PEKERJAAN INSTALASI PENERANGAN DAN STOP KONTAK
3
6.00 unit 80.00 m' 266.00 m' 24.00 m' 8.00 bh
5,000,000.00 50,000.00 75,000.00 250,000.00 250,000.00
30,000,000.00 4,000,000.00 19,950,000.00 6,000,000.00 2,000,000.00
B.
8.00 2.00 4.00 8.00 2.00 4.00 2.00 1.00
titik titik titik unit unit unit unit unit
LANTAI BASEMENT
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa
75.00 titik
157,500.00 175,000.00 175,000.00 280,000.00 35,000.00 875,000.00 28,000.00 35,000.00 157,500.00
1,260,000.00 350,000.00 700,000.00 2,240,000.00 70,000.00 3,500,000.00 56,000.00 35,000.00 8,211,000.00
11,812,500.00
VOLUME
-
61,950,000.00 A. RUANG POWER HOUSE 1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 4 Lampu LED BALK T8E-11/16w 5 Stop kontak dinding 16A/250V/3 KAWAT 6 Wall Exhaustfan/1200 CMH/40w 7 Saklar tunggal 250V/10A/inbow 8 Saklar ganda 250V/10A/inbow
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
2.00 26.67 88.67 8.00 2.67 -
-
-
-
-
10,000,000.00 1,333,333.33 6,650,000.00 2,000,000.00 666,666.67 -
4.00 53.33 177.33 16.00 5.33 -
unit m' m' m' bh
5,000,000.00 50,000.00 75,000.00 250,000.00 250,000.00
20,650,000.00
-
CCO HARGA SATUAN (Rp)
-
-
VOLUME
-
Page 41
8.00 2.00 4.00 8.00 2.00 4.00 2.00 1.00
titik titik titik unit unit unit unit unit
75.00 titik
157,500.00 175,000.00 175,000.00 280,000.00 35,000.00 875,000.00 28,000.00 35,000.00 157,500.00
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
1,052,627,250.00
-
20,000,000.00 2,666,666.67 13,300,000.00 4,000,000.00 1,333,333.33 -
-
41,300,000.00
-
1,260,000.00 350,000.00 700,000.00 2,240,000.00 70,000.00 3,500,000.00 56,000.00 35,000.00 8,211,000.00 11,812,500.00
-
VOLUME
-
-
-
-
-
-
CCO II JUMLAH HARGA (Rp)
4.00 53.33 177.33 16.00 5.33 -
-
-
-
-
-
8.00 2.00 4.00 8.00 2.00 4.00 2.00 1.00
-
-
-
-
VOLUME
75.00
1,052,627,250.00 20,000,000.00 2,666,666.67 13,300,000.00 4,000,000.00 1,333,333.33 -
41,300,000.00 1,260,000.00 350,000.00 700,000.00 2,240,000.00 70,000.00 3,500,000.00 56,000.00 35,000.00 8,211,000.00 11,812,500.00
cek timpang
NO
MACAM PEKERJAAN
VOLUME
2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Lampu LED BALK T8E-11/16w 4 Lampu LED BALK T8E-11/8w 5 Lampu down light slim 12w/outbouw 6 Lampu down light slim 6w/outbouw 7 Lampu step light kotak 2w 8 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 9 Saklar tunggal 250V/10A/inbow 10 Saklar ganda 250V/10A/inbow 11 Saklar hotel 250V/10A/inbow 12 Ceilling exhaust fan km/wc /12"/120 CMH+ducting PVC-AW dia.4"+inst C.
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit unit
229.00 30.00 75.00 26.00 2.00 26.00 4.00 163.00 8.00 30.00 63.00 12.00 32.00 33.00 5.00 6.00
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit
120.00 31.00 17.00 4.00 17.00 92.00 7.00 31.00 13.00 4.00 20.00 10.00 2.00 8.00
titik titik titik unit unit unit unit unit unit unit unit unit unit unit
LANTAI -ATAP
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Lampu LED BALK T8E-11/16w 3 Lampu down light slim 12w/outbouw 4 Saklar tunggal 250V/10A/inbow H.
291.00 28.00 39.00 4.00 3.00 25.00 15.00 221.00 11.00 12.00 28.00 24.00 15.00 17.00 33.00 6.00 6.00
LANTAI -4
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 4 Lampu LED PANEL 43w 5 Lampu down light slim 6w/inbouw 6 Lampu down light slim 20w/inbouw 7 Lampu down light slim 12w/outbouw 8 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 9 Stop kontak lantai 1 modul/ 1 power /1PH/250V/16A/3 KAWAT 10 Stop kontak lantai 2 modul/ 1 power 1 telephone 11 Saklar tunggal 250V/10A/inbow 12 Saklar ganda 250V/10A/inbow 13 Saklar hotel 250V/10A/inbow 14 Ceilling exhaust fan km/wc /12"/120 CMH+ducting PVC-AW dia.4"+inst G.
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit
LANTAI -3
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 4 Lampu LED PANEL 43w 5 Lampu LED BALK T8E-11/8w 6 Lampu down light slim 6w/inbouw 7 Lampu down light slim 12w/inbouw 8 Lampu down light slim 20w/inbouw 9 Lampu down light slim 12w/outbouw 10 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 11 Stop kontak lantai 1 modul/ 1 power /1PH/250V/16A/3 KAWAT 12 Stop kontak lantai 2 modul/ 1 power 1 telephone 13 Saklar tunggal 250V/10A/inbow 14 Saklar ganda 250V/10A/inbow 15 Saklar hotel 250V/10A/inbow 16 Ceilling exhaust fan km/wc /12"/120 CMH+ducting PVC-AW dia.4"+inst F.
278.00 25.00 41.00 2.00 3.00 27.00 14.00 221.00 11.00 25.00 22.00 19.00 19.00 28.00 6.00 6.00
LANTAI -2
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 4 Lampu LED PANEL 43w 5 Lampu LED BALK T8E-11/8w 6 Lampu down light slim 6w/inbouw 7 Lampu down light slim 12w/inbouw 8 Lampu down light slim 20w/inbouw 9 Lampu down light slim 12w/outbouw 10 Lampu spotlight 25w 11 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 12 Stop kontak lantai 1 modul/ 1 power /1PH/250V/16A/3 KAWAT 13 Stop kontak lantai 2 modul/ 1 power 1 telephone 14 Saklar tunggal 250V/10A/inbow 15 Saklar ganda 250V/10A/inbow 16 Saklar hotel 250V/10A/inbow 17 Ceilling exhaust fan km/wc /12"/120 CMH+ducting PVC-AW dia.4"+inst E.
titik titik unit unit unit unit unit unit unit unit unit unit
LANTAI -1
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Instalasi Exhaust fan dengan 3 x 2.5 mm² kabel NYM dalam 20 mm pip 4 Lampu LED BALK T8E-11/16w 5 Lampu LED BALK T8E-11/8w 6 Lampu down light slim 6w/inbouw 7 Lampu down light slim 12w/inbouw 8 Lampu down light slim 20w/inbouw 9 Lampu down light slim 12w/outbouw 10 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 11 Stop kontak lantai 1 modul/ 1 power /1PH/250V/16A/3 KAWAT 12 Stop kontak lantai 2 modul/ 1 power 1 telephone 13 Saklar tunggal 250V/10A/inbow 14 Saklar ganda 250V/10A/inbow 15 Saklar hotel 250V/10A/inbow 16 Ceilling exhaust fan km/wc /12"/120 CMH+ducting PVC-AW dia.4"+inst D.
16.00 16.00 34.00 2.00 5.00 16.00 18.00 16.00 16.00 9.00 9.00 4.00
3.00 1.00 2.00 2.00
titik unit unit unit
JEMBATAN PENGHUBUNG
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Lampu down light slim 12w/outbouw 3 Saklar tunggal 250V/10A/inbow
m
mm
M
m
8.00 titik 8.00 unit 2.00 unit
KONTRAK HARGA SATUAN (Rp) 175,000.00 175,000.00 280,000.00 210,000.00 245,000.00 210,000.00 350,000.00 35,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 280,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 1,050,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 280,000.00 350,000.00 28,000.00 157,500.00 350,000.00 28,000.00 -
JUMLAH HARGA (Rp) 2,800,000.00 2,800,000.00 9,520,000.00 420,000.00 1,225,000.00 3,360,000.00 6,300,000.00 560,000.00 448,000.00 315,000.00 598,500.00 2,800,000.00 42,959,000.00
43,785,000.00 4,375,000.00 7,175,000.00 560,000.00 630,000.00 6,615,000.00 2,940,000.00 77,350,000.00 3,850,000.00 875,000.00 13,860,000.00 13,300,000.00 532,000.00 980,000.00 399,000.00 4,200,000.00 181,426,000.00
45,832,500.00 4,900,000.00 6,825,000.00 4,200,000.00 630,000.00 6,125,000.00 3,150,000.00 77,350,000.00 3,850,000.00 12,600,000.00 980,000.00 15,120,000.00 10,500,000.00 476,000.00 1,155,000.00 399,000.00 4,200,000.00 198,292,500.00
36,067,500.00 5,250,000.00 13,125,000.00 27,300,000.00 420,000.00 6,370,000.00 840,000.00 57,050,000.00 2,800,000.00 1,050,000.00 39,690,000.00 8,400,000.00 896,000.00 1,155,000.00 332,500.00 4,200,000.00 204,946,000.00
18,900,000.00 5,425,000.00 2,975,000.00 4,200,000.00 3,570,000.00 22,540,000.00 2,450,000.00 1,085,000.00 8,190,000.00 2,800,000.00 560,000.00 350,000.00 133,000.00 5,600,000.00 78,778,000.00
472,500.00 280,000.00 700,000.00 56,000.00 1,508,500.00
1,260,000.00 2,800,000.00 56,000.00 4,116,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
mm Page 42
16.00 16.00 34.00 2.00 5.00 16.00 18.00 16.00 16.00 9.00 9.00 4.00
titik titik unit unit unit unit unit unit unit unit unit unit
278.00 25.00 41.00 2.00 3.00 27.00 14.00 221.00 11.00 25.00 22.00 19.00 19.00 28.00 6.00 6.00
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit
291.00 28.00 39.00 4.00 3.00 25.00 15.00 221.00 11.00 12.00 28.00 24.00 15.00 17.00 33.00 6.00 6.00 229.00 30.00 75.00 26.00 2.00 26.00 4.00 163.00 8.00 30.00 63.00 12.00 32.00 33.00 5.00 6.00 120.00 31.00 17.00 4.00 17.00 92.00 7.00 31.00 13.00 4.00 20.00 10.00 2.00 8.00 3.00 1.00 2.00 2.00
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit unit
titik titik titik unit unit unit unit unit unit unit unit unit unit unit unit unit
titik titik titik unit unit unit unit unit unit unit unit unit unit unit
titik unit unit unit
8.00 titik 8.00 unit 2.00 unit
CCO HARGA SATUAN (Rp) 175,000.00 175,000.00 280,000.00 210,000.00 245,000.00 210,000.00 350,000.00 35,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 280,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 1,050,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 210,000.00 350,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 175,000.00 175,000.00 1,050,000.00 210,000.00 245,000.00 350,000.00 35,000.00 630,000.00 700,000.00 28,000.00 35,000.00 66,500.00 700,000.00 157,500.00 280,000.00 350,000.00 28,000.00 157,500.00 350,000.00 28,000.00
JUMLAH HARGA (Rp) 2,800,000.00 2,800,000.00 9,520,000.00 420,000.00 1,225,000.00 3,360,000.00 6,300,000.00 560,000.00 448,000.00 315,000.00 598,500.00 2,800,000.00 42,959,000.00 43,785,000.00 4,375,000.00 7,175,000.00 560,000.00 630,000.00 6,615,000.00 2,940,000.00 77,350,000.00 3,850,000.00 875,000.00 13,860,000.00 13,300,000.00 532,000.00 980,000.00 399,000.00 4,200,000.00 181,426,000.00 45,832,500.00 4,900,000.00 6,825,000.00 4,200,000.00 630,000.00 6,125,000.00 3,150,000.00 77,350,000.00 3,850,000.00 12,600,000.00 980,000.00 15,120,000.00 10,500,000.00 476,000.00 1,155,000.00 399,000.00 4,200,000.00 198,292,500.00 36,067,500.00 5,250,000.00 13,125,000.00 27,300,000.00 420,000.00 6,370,000.00 840,000.00 57,050,000.00 2,800,000.00 1,050,000.00 39,690,000.00 8,400,000.00 896,000.00 1,155,000.00 332,500.00 4,200,000.00 204,946,000.00 18,900,000.00 5,425,000.00 2,975,000.00 4,200,000.00 3,570,000.00 22,540,000.00 2,450,000.00 1,085,000.00 8,190,000.00 2,800,000.00 560,000.00 350,000.00 133,000.00 5,600,000.00 78,778,000.00 472,500.00 280,000.00 700,000.00 56,000.00 1,508,500.00 1,260,000.00 2,800,000.00 56,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 16.00 2,800,000.00 16.00 2,800,000.00 34.00 9,520,000.00 2.00 420,000.00 5.00 1,225,000.00 16.00 3,360,000.00 18.00 6,300,000.00 16.00 560,000.00 16.00 448,000.00 9.00 315,000.00 9.00 598,500.00 4.00 2,800,000.00 42,959,000.00 278.00 43,785,000.00 25.00 4,375,000.00 41.00 7,175,000.00 2.00 560,000.00 3.00 630,000.00 27.00 6,615,000.00 14.00 2,940,000.00 221.00 77,350,000.00 11.00 3,850,000.00 25.00 875,000.00 22.00 13,860,000.00 19.00 13,300,000.00 19.00 532,000.00 28.00 980,000.00 6.00 399,000.00 6.00 4,200,000.00 181,426,000.00 291.00 45,832,500.00 28.00 4,900,000.00 39.00 6,825,000.00 4.00 4,200,000.00 3.00 630,000.00 25.00 6,125,000.00 15.00 3,150,000.00 221.00 77,350,000.00 11.00 3,850,000.00 12.00 12,600,000.00 28.00 980,000.00 24.00 15,120,000.00 15.00 10,500,000.00 17.00 476,000.00 33.00 1,155,000.00 6.00 399,000.00 6.00 4,200,000.00 198,292,500.00 229.00 36,067,500.00 30.00 5,250,000.00 75.00 13,125,000.00 26.00 27,300,000.00 2.00 420,000.00 26.00 6,370,000.00 4.00 840,000.00 163.00 57,050,000.00 8.00 2,800,000.00 30.00 1,050,000.00 63.00 39,690,000.00 12.00 8,400,000.00 32.00 896,000.00 33.00 1,155,000.00 5.00 332,500.00 6.00 4,200,000.00 204,946,000.00 120.00 18,900,000.00 31.00 5,425,000.00 17.00 2,975,000.00 4.00 4,200,000.00 17.00 3,570,000.00 92.00 22,540,000.00 7.00 2,450,000.00 31.00 1,085,000.00 13.00 8,190,000.00 4.00 2,800,000.00 20.00 560,000.00 10.00 350,000.00 2.00 133,000.00 8.00 5,600,000.00 78,778,000.00 3.00 472,500.00 1.00 280,000.00 2.00 700,000.00 2.00 56,000.00 1,508,500.00 8.00 1,260,000.00 8.00 2,800,000.00 2.00 56,000.00
VOLUME -
NO
MACAM PEKERJAAN 2 Uplight LED 3000K 3 x 1,5 wawtt 2 Uplight LED 3000K 7,5 wawtt 3 LED MR16 4watt 3 Wallwasher LED 18 watt 24VDC 4 Striplight LED 5watt/m 24VDC 4 Driver Outdoor type 24VDC 5 LED Flexible 8watt/m 12VDC lengkap dengan adaptor 5 Spotlight 10 watt 6 Photocell 16 Ampere J.
32.00 12.00 32.00 26.00 95.00 16.00 612.00 2.00 8.00
unit unit unit unit m' unit m' unit unit
LANDSCAPE
1 Instalasi titik lampu dengan 3 x 2.5 mm² kabel NYY dalam 20 mm pipa 2 Tiang lampu PJU Ornamen Clasic Sesuai Gambar dengan Lampu LED 2 3 Tiang lampu PJU Ornamen Clasic Sesuai Gambar dengan Lampu LED 2 3 Spotlight 10 watt K.
VOLUME
14.00 4.00 14.00 10.00
titik unit unit unit
POS SECURITY
1 Instalasi titik lampu dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pipa 2 Instalasi kotak kontak dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pip 3 Lampu down light slim 12w/inbow 4 Stop kontak dinding 1PH/250V/16A/3 KAWAT/inbouw 5 Saklar tunggal 250V/10A/inbow
4.00 6.00 4.00 6.00 2.00
titik titik unit unit unit
KONTRAK HARGA SATUAN (Rp) 1,365,000.00 1,225,000.00 525,000.00 1,225,000.00 210,000.00 420,000.00 350,000.00 1,050,000.00 175,000.00 525,000.00 5,950,000.00 5,250,000.00 1,050,000.00 157,500.00 175,000.00 245,000.00 35,000.00 28,000.00
JUMLAH HARGA (Rp) 43,680,000.00 14,700,000.00 16,800,000.00 31,850,000.00 19,950,000.00 6,720,000.00 214,200,000.00 2,100,000.00 1,400,000.00 366,520,000.00
7,350,000.00 23,800,000.00 73,500,000.00 10,500,000.00 115,150,000.00
630,000.00 1,050,000.00 980,000.00 210,000.00 56,000.00 2,926,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
1,204,833,000.00 VII
PEKERJAAN PRESSURIZED FAN
PEKERJAAN KURANG JUMLAH HARGA (Rp) 306.00 107,100,000.00000 107,100,000.00 7.00 3,675,000.00000 2.00 11,900,000.00000 7.00 36,750,000.00000 5.00 5,250,000.00000 57,575,000.00 -
VOLUME
-
VOLUME 32.00 12.00 32.00 26.00 95.00 16.00 306.00 2.00 8.00 7.00 2.00 7.00 5.00 4.00 6.00 4.00 6.00 2.00
164,675,000.00 -
-
-
Page 43
unit unit unit unit m' unit m' unit unit
titik unit unit unit
titik titik unit unit unit
CCO HARGA SATUAN (Rp) 1,365,000.00 1,225,000.00 525,000.00 1,225,000.00 210,000.00 420,000.00 350,000.00 1,050,000.00 175,000.00 525,000.00 5,950,000.00 5,250,000.00 1,050,000.00 157,500.00 175,000.00 245,000.00 35,000.00 28,000.00
JUMLAH HARGA (Rp) 43,680,000.00 14,700,000.00 16,800,000.00 31,850,000.00 19,950,000.00 6,720,000.00 107,100,000.00 2,100,000.00 1,400,000.00 259,420,000.00 3,675,000.00 11,900,000.00 36,750,000.00 5,250,000.00 57,575,000.00 630,000.00 1,050,000.00 980,000.00 210,000.00 56,000.00 2,926,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
-
-
-
-
-
-
-
-
-
1,040,158,000.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 32.00 43,680,000.00 12.00 14,700,000.00 32.00 16,800,000.00 26.00 31,850,000.00 95.00 19,950,000.00 16.00 6,720,000.00 306.00 107,100,000.00 2.00 2,100,000.00 8.00 1,400,000.00 259,420,000.00 7.00 3,675,000.00 2.00 11,900,000.00 7.00 36,750,000.00 5.00 5,250,000.00 57,575,000.00 4.00 630,000.00 6.00 1,050,000.00 4.00 980,000.00 6.00 210,000.00 2.00 56,000.00 2,926,000.00
VOLUME -
-
-
1,040,158,000.00 -
-
NO
MACAM PEKERJAAN
VOLUME
1 Centrifugal roof fan 6000 Cfm, 1 lnWg, 2000fpm 4.00 2 Panel Starting fan dengan VSD inverter 1.00 3 Ducting Pressurized fan dengan Bjls 0,6 mm 80.00 4 Suply air grille 1050x600 mm (1200 CFM ) c/w damper 12.00 5 Instalasi power fan dengan kabel NYYHY 4 x 4 mm2 dalam 20 mm pipa conduit 4.00 6 Hanger dan supporting 1.00
set unit m1 unit titik ls
KONTRAK HARGA SATUAN (Rp) 20,000,000.00 45,000,000.00 358,000.00 885,000.00 1,750,000.00 5,000,000.00
JUMLAH HARGA (Rp) 80,000,000.00 45,000,000.00 28,640,000.00 10,620,000.00 7,000,000.00 5,000,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
176,260,000.00 VIII PEKERJAAN CABLE TRAY DAN CABLE LADDER A. LANTAI -BASEMENT 1 Cable tray ukuran 40x10 cm 2 Tee 40 cm 3 Elbow 40 cm 4 Cable ladder 40x10 cm di shaft listrik 5 Cable tray ukuran 30x10 cm 6 Tee 30 cm 7 Elbow 30 cm 8 Cable ladder 30x10 cm di shaft listrik 9 Cable ladder 30x10 cm untuk pipa refrigerant 10 Hanger dan supporting
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
1 2 3 4 5 6 7 8 9 10
B. LANTAI -1 Cable tray ukuran 40x10 cm Tee 40 cm Elbow 40 cm Cable ladder 40x10 cm di shaft listrik Cable tray ukuran 30x10 cm Tee 30 cm Elbow 30 cm Cable ladder 30x10 cm di shaft listrik Cable ladder 30x10 cm untuk pipa refrigerant Hanger dan supporting
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
1 2 3 4 5 6 7 8 9 10
C. LANTAI -2 Cable tray ukuran 40x10 cm Tee 40 cm Elbow 40 cm Cable ladder 40x10 cm di shaft listrik Cable tray ukuran 30x10 cm Tee 30 cm Elbow 30 cm Cable ladder 30x10 cm di shaft listrik Cable ladder 30x10 cm untuk pipa refrigerant Hanger dan supporting
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
1 2 3 4 5 6 7 8 9 10
D. LANTAI -3 Cable tray ukuran 40x10 cm Tee 40 cm Elbow 40 cm Cable ladder 40x10 cm di shaft listrik Cable tray ukuran 30x10 cm Tee 30 cm Elbow 30 cm Cable ladder 30x10 cm di shaft listrik Cable ladder 30x10 cm untuk pipa refrigerant Hanger dan supporting
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 128.10 1.00
m' bh bh m' m' bh bh m' m' ls
1 2 3 4 5 6 7 8 9 10
E. LANTAI -4 Cable tray ukuran 40x10 cm Tee 40 cm Elbow 40 cm Cable ladder 40x10 cm di shaft listrik Cable tray ukuran 30x10 cm Tee 30 cm Elbow 30 cm Cable ladder 30x10 cm di shaft listrik Cable ladder 30x10 cm untuk pipa refrigerant Hanger dan supporting
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 140.00 1.00
m' bh bh m' m' bh bh m' m' ls
IX
PEKERJAAN INSTALASI PENYALUR PETIR 1 2 3 4
Air terminal Type early streamer non radiasi R120
Tiang penyangga GIP dia.2" dan sleeve fiber dia. 1 1/2" Down conductor NYY 1x70 mm2 Grounding system lengkap dengan elektroda tanah Cu,Rod dia.5/8" 600 cm, tahanan tanah max 2 OHM 5 Bak kontrol elektroda tanah 40x40x40 cm 6 Perijinan disnaker 7 Fitting dan supporting
1.00 3.00 58.00 1.00
unit m' m' ls
1.00 unit 1.00 ls 1.00 ls
360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00
10,000,000.00 500,000.00 150,000.00 5,000,000.00 1,000,000.00 5,000,000.00 1,000,000.00
49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 37,469,250.00 2,250,000.00 135,879,750.00
-
-
692,093,250.00
-
-
1,000,000.00 5,000,000.00 1,000,000.00
-
32,200,000.00 X
PEKERJAAN INSTALASI TELEPHONE
1 2 3
A. LANTAI -BASEMENT Instalasi telephone dg kabel ITC 2x2x0,6 mm dalam HI Conduit dia. 2 Outlet single line telephone ( dinding ) Pesawat telephone push button dial B.
1
2 3 4 5
1.00 titik 1.00 unit 1.00 unit
LANTAI -1
PERALATAN UTAMA PABX 6 line / 120 extension : Central unit terdiri dari Main unit 10 slot + 1 optional slot Expansion card L-Type power suply Standard key telephone Include operator console MDF 120 line Batteray kap 2000 VA, 2 hour backup c/w dan accesories Penyambungan Telphone ke Telkom Testing,programming dan comusioning
1.00 set
1.00 1.00 2.00 1.00
unit unit line ls
224,000.00 80,000.00 960,000.00 41,600,000.00 2,400,000.00 3,200,000.00 2,240,000.00 3,200,000.00 -
224,000.00 80,000.00 960,000.00 1,264,000.00
41,600,000.00
2,400,000.00 3,200,000.00 4,480,000.00 3,200,000.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
set unit m1 unit titik ls
20,000,000.00 45,000,000.00 358,000.00 885,000.00 1,750,000.00 5,000,000.00
Page 44
JUMLAH HARGA (Rp) 80,000,000.00 45,000,000.00 28,640,000.00 10,620,000.00 7,000,000.00 5,000,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
176,260,000.00 138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
m' bh bh m' m' bh bh m' m' ls
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 128.10 1.00
m' bh bh m' m' bh bh m' m' ls
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 140.00 1.00
m' bh bh m' m' bh bh m' m' ls
1.00 3.00 58.00 1.00 1.00 1.00 1.00
unit m' m' ls unit ls ls
360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00 360,000.00 337,500.00 337,500.00 315,000.00 292,500.00 315,000.00 315,000.00 292,500.00 292,500.00 2,250,000.00
10,000,000.00 500,000.00 150,000.00 5,000,000.00 1,000,000.00 5,000,000.00 1,000,000.00
-
-
4.00 1.00 80.00 12.00 4.00 1.00
CCO HARGA SATUAN (Rp)
-
-
-
-
-
VOLUME
-
-
49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,950,000.00 2,250,000.00 139,360,500.00
10,000,000.00 1,500,000.00 8,700,000.00 5,000,000.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
1.00 1.00 1.00 2.00 1.00 -
set
unit unit line ls
224,000.00 80,000.00 960,000.00 41,600,000.00 2,400,000.00 3,200,000.00 2,240,000.00 3,200,000.00 -
-
-
49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 37,469,250.00 2,250,000.00 135,879,750.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,950,000.00 2,250,000.00 139,360,500.00
-
-
-
692,093,250.00
-
-
10,000,000.00 1,500,000.00 8,700,000.00 5,000,000.00 1,000,000.00 5,000,000.00 1,000,000.00
-
224,000.00 80,000.00 960,000.00 1,264,000.00 41,600,000.00 2,400,000.00 3,200,000.00 4,480,000.00 3,200,000.00 -
-
-
-
-
-
-
-
-
-
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 140.00 1.00 436.00
49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,540,500.00 2,250,000.00 138,951,000.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 37,469,250.00 2,250,000.00 135,879,750.00 49,896,000.00 675,000.00 1,350,000.00 1,575,000.00 39,312,000.00 630,000.00 1,260,000.00 1,462,500.00 40,950,000.00 2,250,000.00 139,360,500.00
-
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00 138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 128.10 1.00
-
-
1,299.95
692,093,250.00
-
-
1.00 3.00 58.00 1.00 1.00 1.00 1.00
10,000,000.00 1,500,000.00 8,700,000.00 5,000,000.00 1,000,000.00 5,000,000.00 1,000,000.00
-
-
-
-
-
-
138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
-
-
176,260,000.00 138.60 2.00 4.00 5.00 134.40 2.00 4.00 5.00 138.60 1.00
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 4.00 80,000,000.00 1.00 45,000,000.00 80.00 28,640,000.00 12.00 10,620,000.00 4.00 7,000,000.00 1.00 5,000,000.00
-
-
VOLUME
-
-
32,200,000.00 1.00 titik 1.00 unit 1.00 unit
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
32,200,000.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 -
224,000.00 80,000.00 960,000.00 1,264,000.00 41,600,000.00 2,400,000.00 3,200,000.00 4,480,000.00 3,200,000.00 -
NO
MACAM PEKERJAAN
VOLUME
1 2
INSTALASI KABEL FEEDER Kabel feeder dari PABX ke MDF-TP ( ITC-70 PAIR ) Kabel feeder dari MDF-TP ke TBT-1 Lantai 1 ( ITC-30 PAIR )
5.00 m' 11.00 m'
1 2 3 4
INSTALASI TELEPHONE Instalasi telephone dg kabel ITC 2x2x0,6 mm dalam HI Conduit dia. 2 Outlet single line telephone ( dinding ) Pesawat telephone push button dial Terminal box telephone (TBT-1) kap 30 PAIR
28.00 12.00 28.00 1.00
C. 1 2 3 4 5
1 2 3 4
LANTAI -2
Instalasi telephone dg kabel ITC 2x2x0,6 mm dalam HI Conduit dia. 2 Outlet single line telephone ( dinding ) Pesawat telephone push button dial Terminal box telephone (TBT-2) kap 30 PAIR Kabel feeder dari MDF-TP ke TBT-2 lantai 2 (ITC 30 PAIR ) D.
25.00 8.00 25.00 1.00 57.00
titik unit unit unit m'
LANTAI -3
Instalasi telephone dg kabel ITC 2x2x0,6 mm dalam HI Conduit dia. 2 Pesawat telephone push button dial Terminal box telephone (TBT-3A) kap 30 PAIR Kabel feeder dari MDF-TP ke TBT-3A lantai 3 (ITC 30 PAIR ) E.
titik unit unit unit
LANTAI -4
18.00 18.00 1.00 48.00
titik unit unit m'
KONTRAK HARGA SATUAN (Rp) 96,000.00 80,000.00 224,000.00 80,000.00 960,000.00 640,000.00 224,000.00 80,000.00 960,000.00 640,000.00 80,000.00 224,000.00 960,000.00 640,000.00 80,000.00 -
JUMLAH HARGA (Rp) 480,000.00 880,000.00
6,272,000.00 960,000.00 26,880,000.00 640,000.00 90,992,000.00
5,600,000.00 640,000.00 24,000,000.00 640,000.00 4,560,000.00 35,440,000.00
4,032,000.00 17,280,000.00 640,000.00 3,840,000.00 25,792,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 16.00 3,584,000.00 16.00 15,360,000.00 18,944,000.00 17.00 3,808,000.00 17.00 16,320,000.00 20,128,000.00 -
VOLUME
Page 45
VOLUME 5.00 11.00 12.00 12.00 12.00 1.00 8.00 8.00 8.00 1.00 57.00 18.00 18.00 1.00 48.00 -
m' m'
titik unit unit unit
titik unit unit unit m'
titik unit unit m'
CCO HARGA SATUAN (Rp) 96,000.00 80,000.00 224,000.00 80,000.00 960,000.00 640,000.00 224,000.00 80,000.00 960,000.00 640,000.00 80,000.00 224,000.00 960,000.00 640,000.00 80,000.00 -
JUMLAH HARGA (Rp) 480,000.00 880,000.00 2,688,000.00 960,000.00 11,520,000.00 640,000.00 72,048,000.00 1,792,000.00 640,000.00 7,680,000.00 640,000.00 4,560,000.00 15,312,000.00 4,032,000.00 17,280,000.00 640,000.00 3,840,000.00 25,792,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 5.00 480,000.00 11.00 880,000.00 12.00 2,688,000.00 12.00 960,000.00 12.00 11,520,000.00 1.00 640,000.00 72,048,000.00 8.00 1,792,000.00 8.00 640,000.00 8.00 7,680,000.00 1.00 640,000.00 57.00 4,560,000.00 15,312,000.00 18.00 4,032,000.00 18.00 17,280,000.00 1.00 640,000.00 48.00 3,840,000.00 25,792,000.00 -
NO
MACAM PEKERJAAN
1 2 3 4 5
Instalasi telephone dg kabel ITC 2x2x0,6 mm dalam HI Conduit dia. 2 Outlet single line telephone ( dinding ) Pesawat telephone push button dial Terminal box telephone (TBT-3A) kap 30 PAIR Kabel feeder dari MDF-TP ke TBT-3A lantai 3 (ITC 10 PAIR )
XI
PEKERJAAN INSTALASI CCTV
VOLUME 5.00 1.00 5.00 1.00 48.00
titik unit unit unit m'
KONTRAK HARGA SATUAN (Rp) 224,000.00 80,000.00 960,000.00 640,000.00 80,000.00
JUMLAH HARGA (Rp) 1,120,000.00 80,000.00 4,800,000.00 640,000.00 3,840,000.00 10,480,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
163,968,000.00
2 3 4 5 6
A. PERALATAN UTAMA CCTV SYSTEM Network Video Recorder 32 Channel - 4 HDD, 16 PoE, 4K H.265 - Hard disk External 2 unit @ kap. 2 TB - Mouse Switch Hub, 8x10/100/1000, 1000 Mbps ports, 62W PoE LED Monitor, 43 inch UPS 2KVA Grounding system + surge aresster Programming dan Testing Comusioning
2 3 4 5
Instalasi kabel feeder dari Main Switch CCTV di Lantai 1 ke Wallmount Rack tiap Lantai : Kabel 2 x UTP Cat 6 dlm HI PVC dia. 20 mm² , dari System ke Switch 8.00 m' Kabel 2 x UTP Cat 6 dlm HI PVC dia. 20 mm² , dari System ke Switch 21.00 m' Kabel 2 x UTP Cat 6 dlm HI PVC dia. 20 mm² , dari System ke Switch 26.00 m' Kabel 2 x UTP Cat 6 dlm HI PVC dia. 20 mm² , dari System ke Switch 31.00 m'
1 2 3
B. LANTAI -BASEMENT IP Bullet Camera 4MP Switch Hub, 8x10/100/1000, 1000 Mbps ports, 62W PoE Instalasi cctv, kabel Utp Cat 6 dalam HI Conduit dia. 20 mm²
1 2 2 3
IP Bullet Camera 4MP IP Mini Dome Camera 4MP Switch Hub, 16x10/100/1000, 1000 Mbps ports, 62W PoE Instalasi cctv, kabel Utp Cat 6 dalam HI Conduit dia. 20 mm²
1
C.
D. 1 2 2
unit unit unit ls ls
3.00 unit 1.00 unit 3.00 titik
2.00 8.00 1.00 10.00
unit unit unit titik
LANTAI -2 6.00 unit 1.00 unit 6.00 titik
LANTAI -3
1 2 2
IP Mini Dome Camera 4MP Switch Hub, 8x10/100/1000, 1000 Mbps ports, 62W PoE Instalasi cctv, kabel Utp Cat 6 dalam HI Conduit dia. 20 mm²
1 2 2
IP Mini Dome Camera 4MP Switch Hub, 8x10/100/1000, 1000 Mbps ports, 62W PoE Instalasi cctv, kabel Utp Cat 6 dalam HI Conduit dia. 20 mm²
F.
1.00 2.00 1.00 1.00 1.00
LANTAI -1
IP Mini Dome Camera 4MP Switch Hub, 8x10/100/1000, 1000 Mbps ports, 62W PoE Instalasi cctv, kabel Utp Cat 6 dalam HI Conduit dia. 20 mm² E.
1.00 unit
8.00 unit 1.00 unit 8.00 titik
LANTAI -4 8.00 unit 1.00 unit 8.00 titik
30,000,000.00 9,000,000.00 6,000,000.00 2,100,000.00 3,000,000.00 6,000,000.00 105,000.00 105,000.00 105,000.00 105,000.00 5,400,000.00 9,000,000.00 450,000.00 5,400,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00
30,000,000.00
9,000,000.00 12,000,000.00 2,100,000.00 3,000,000.00 6,000,000.00
840,000.00 2,205,000.00 2,730,000.00 3,255,000.00
-
71,130,000.00 16,200,000.00 9,000,000.00 1,350,000.00 26,550,000.00
10,800,000.00 40,800,000.00 9,000,000.00 4,500,000.00 65,100,000.00
30,600,000.00 9,000,000.00 2,700,000.00 42,300,000.00
40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00
40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00
PEKERJAAN DATA
1 2 3 4 5 6 7 8
A. PERALATAN UTAMA DATA Standing rack 20U Optic Termin Box ( OTB ) 12 Port Switch Hub 10 port Managed 10x 1000Mbps Full SFP ports SFP Module 10 Gb Kabel Patch Cord 2 m UPS 2KVA Grounding system + surge aresster Programming dan Testing Comusioning
1 2 3 4 5
Instalasi kabel feeder dari Main Switch Data LAN System di Lantai 1 ke Wall mount rack tiap Kabel FO Single Mode 24 Core dlm HI PVC dia. 20 mm² , dari Jaringa 198.00 m' Kabel FO Single Mode 8 Core dlm HI PVC dia. 20 mm² , dari System ke 8.00 m' Kabel FO Single Mode 8 Core dlm HI PVC dia. 20 mm² , dari System ke 21.00 m' Kabel FO Single Mode 8 Core dlm HI PVC dia. 20 mm² , dari System ke 26.00 m' Kabel FO Single Mode 8 Core dlm HI PVC dia. 20 mm² , dari System ke 31.00 m'
B. 1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
unit unit unit unit unit unit ls ls
LANTAI -1
Wallmount Rack Switch Indorack 4U single Door Switch Hub 48 port dengan 2 x SFP SFP Module 10 Gb Kabel Patch Cord 2 m Outlet Data Floor Floor Type 2 Modul ( 1 Power 1 Socket LAN ) Outlet Data Wall Type Ceiling Access Point Instalasi LAN dan Access point, kabel Utp Cat 6 dalam HI PVC dia. 20 Instalasi kotak kontak dengan 2 x 2.5 mm² kabel NYM dalam 20 mm pip
C.
1.00 1.00 2.00 14.00 8.00 1.00 1.00 1.00
1.00 1.00 2.00 4.00 8.00 15.00 4.00 27.00 1.00
unit unit unit unit unit unit unit unit unit
LANTAI -2
Wallmount Rack Switch Indorack 4U single Door Switch Hub 48 port dengan 2 x SFP SFP Module 10 Gb Kabel Patch Cord 2 m Outlet Data Floor Floor Type 2 Modul ( 1 Power 1 Socket LAN ) Outlet Data Wall Type Ceiling Access Point Instalasi LAN dan Access point, kabel Utp Cat 6 dalam HI PVC dia. 20 Instalasi stopkontak
1.00 1.00 2.00 4.00 8.00 8.00 4.00 20.00 1.00
unit unit unit unit unit unit unit unit unit
11,750,000.00 3,250,000.00 7,750,000.00 825,000.00 115,000.00 2,975,000.00 3,250,000.00 1,500,000.00 97,500.00 52,500.00 52,500.00 52,500.00 52,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 762,500.00 106,250.00 2,225,000.00 297,500.00 212,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 762,500.00 106,250.00 2,225,000.00 297,500.00 212,500.00 -
11,750,000.00 3,250,000.00 15,500,000.00 11,550,000.00 920,000.00 2,975,000.00 3,250,000.00 1,500,000.00
19,305,000.00 420,000.00 1,102,500.00 1,365,000.00 1,627,500.00 74,515,000.00
2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 1,593,750.00 8,900,000.00 8,032,500.00 212,500.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
40,748,750.00
2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 850,000.00 8,900,000.00 5,950,000.00 212,500.00
-
-
-
5.00 1.00 5.00 1.00 48.00
titik unit unit unit m'
CCO HARGA SATUAN (Rp) 224,000.00 80,000.00 960,000.00 640,000.00 80,000.00
-
-
Page 46
JUMLAH HARGA (Rp) 1,120,000.00 80,000.00 4,800,000.00 640,000.00 3,840,000.00 10,480,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
unit
unit unit unit ls ls
m' m' m' m'
3.00 unit 1.00 unit 3.00 titik 2.00 8.00 1.00 10.00
unit unit unit titik
6.00 unit 1.00 unit 6.00 titik 8.00 unit 1.00 unit 8.00 titik 8.00 unit 1.00 unit 8.00 titik
30,000,000.00 9,000,000.00 6,000,000.00 2,100,000.00 3,000,000.00 6,000,000.00 105,000.00 105,000.00 105,000.00 105,000.00 5,400,000.00 9,000,000.00 450,000.00 5,400,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00 5,100,000.00 9,000,000.00 450,000.00
30,000,000.00 9,000,000.00 12,000,000.00 2,100,000.00 3,000,000.00 6,000,000.00 840,000.00 2,205,000.00 2,730,000.00 3,255,000.00 71,130,000.00 16,200,000.00 9,000,000.00 1,350,000.00 26,550,000.00 10,800,000.00 40,800,000.00 9,000,000.00 4,500,000.00 65,100,000.00 30,600,000.00 9,000,000.00 2,700,000.00 42,300,000.00 40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00 40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00
1.00 1.00 2.00 4.00 8.00 15.00 4.00 27.00 1.00 1.00 1.00 2.00 4.00 8.00 8.00 4.00 20.00 1.00 -
unit unit unit unit unit unit ls ls
m' m' m' m' m'
unit unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit unit
11,750,000.00 3,250,000.00 7,750,000.00 825,000.00 115,000.00 2,975,000.00 3,250,000.00 1,500,000.00 97,500.00 52,500.00 52,500.00 52,500.00 52,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 762,500.00 106,250.00 2,225,000.00 297,500.00 212,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 762,500.00 106,250.00 2,225,000.00 297,500.00 212,500.00 -
11,750,000.00 3,250,000.00 15,500,000.00 11,550,000.00 920,000.00 2,975,000.00 3,250,000.00 1,500,000.00 19,305,000.00 420,000.00 1,102,500.00 1,365,000.00 1,627,500.00 74,515,000.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 1,593,750.00 8,900,000.00 8,032,500.00 212,500.00 40,748,750.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 850,000.00 8,900,000.00 5,950,000.00 212,500.00 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 5.00 1,120,000.00 1.00 80,000.00 5.00 4,800,000.00 1.00 640,000.00 48.00 3,840,000.00 10,480,000.00
-
124,896,000.00 1.00 1.00 2.00 1.00 1.00 1.00 8.00 21.00 26.00 31.00 3.00 1.00 3.00 2.00 8.00 1.00 10.00 6.00 1.00 6.00 8.00 1.00 8.00 8.00 1.00 8.00
-
-
-
VOLUME
-
-
311,880,000.00 1.00 1.00 2.00 14.00 8.00 1.00 1.00 1.00 198.00 8.00 21.00 26.00 31.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
124,896,000.00 1.00 1.00 2.00 1.00 1.00 1.00 8.00 21.00 26.00 31.00 -
-
-
VOLUME
39,072,000.00 -
-
311,880,000.00 XII
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
30,000,000.00 9,000,000.00 12,000,000.00 2,100,000.00 3,000,000.00 6,000,000.00 840,000.00 2,205,000.00 2,730,000.00 3,255,000.00 71,130,000.00 16,200,000.00 9,000,000.00 1,350,000.00 26,550,000.00 10,800,000.00 40,800,000.00 9,000,000.00 4,500,000.00 65,100,000.00 30,600,000.00 9,000,000.00 2,700,000.00 42,300,000.00 40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00 40,800,000.00 9,000,000.00 3,600,000.00 53,400,000.00
311,880,000.00 1.00 1.00 2.00 14.00 8.00 1.00 1.00 1.00 198.00 8.00 21.00 26.00 31.00 313.00 1.00 1.00 2.00 4.00 8.00 15.00 4.00 27.00 1.00 1.00 1.00 2.00 4.00 8.00 8.00 4.00 20.00 1.00 -
11,750,000.00 3,250,000.00 15,500,000.00 11,550,000.00 920,000.00 2,975,000.00 3,250,000.00 1,500,000.00 19,305,000.00 420,000.00 1,102,500.00 1,365,000.00 1,627,500.00 74,515,000.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 1,593,750.00 8,900,000.00 8,032,500.00 212,500.00 40,748,750.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 6,100,000.00 850,000.00 8,900,000.00 5,950,000.00 212,500.00 -
NO
MACAM PEKERJAAN
D. 1 2 3 4 5 6 7 8
1 2 3 4 6 7 8 9
LANTAI -3
Wallmount Rack Switch Indorack 4U single Door Switch Hub 48 port dengan 2 x SFP SFP Module 10 Gb Kabel Patch Cord 2 m Outlet Data Wall Type Ceiling Access Point Instalasi LAN dan Access point, kabel Utp Cat 6 dalam HI PVC dia. 20 Instalasi stopkontak
E.
VOLUME
1.00 1.00 2.00 4.00 15.00 6.00 21.00 1.00
unit unit unit unit unit unit unit unit
LANTAI -4
Wallmount Rack Switch Indorack 4U single Door Switch Hub 48 port dengan 2 x SFP SFP Module 10 Gb Kabel Patch Cord 2 m Outlet Data Wall Type Ceiling Access Point Instalasi LAN dan Access point, kabel Utp Cat 6 dalam HI PVC dia. 20 Instalasi stopkontak
1.00 1.00 2.00 4.00 4.00 5.00 9.00 1.00
unit unit unit unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 2,550,000.00 11,250,000.00 825,000.00 115,000.00 106,250.00 2,225,000.00 297,500.00 212,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 106,250.00 2,225,000.00 297,500.00 212,500.00
JUMLAH HARGA (Rp) 37,922,500.00
2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 1,593,750.00 13,350,000.00 6,247,500.00 212,500.00 37,313,750.00
2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 425,000.00 11,125,000.00 2,677,500.00 212,500.00 30,350,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
220,850,000.00 XIII PEKERJAAN INSTALASI TATA SUARA UMUM DAN EMERGENCY
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
-
VOLUME -
1.00 1.00 2.00 4.00 15.00 6.00 21.00 1.00 1.00 1.00 2.00 4.00 4.00 5.00 9.00 1.00 -
-
-
-
Page 47
unit unit unit unit unit unit unit unit
unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 2,550,000.00 11,250,000.00 825,000.00 115,000.00 106,250.00 2,225,000.00 297,500.00 212,500.00 2,550,000.00 11,250,000.00 825,000.00 115,000.00 106,250.00 2,225,000.00 297,500.00 212,500.00
JUMLAH HARGA (Rp) 37,922,500.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 1,593,750.00 13,350,000.00 6,247,500.00 212,500.00 37,313,750.00 2,550,000.00 11,250,000.00 1,650,000.00 460,000.00 425,000.00 11,125,000.00 2,677,500.00 212,500.00 30,350,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
-
VOLUME -
-
-
-
-
-
-
-
220,850,000.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 37,922,500.00 1.00 2,550,000.00 1.00 11,250,000.00 2.00 1,650,000.00 4.00 460,000.00 15.00 1,593,750.00 6.00 13,350,000.00 21.00 6,247,500.00 1.00 212,500.00 51.00 37,313,750.00 1.00 2,550,000.00 1.00 11,250,000.00 2.00 1,650,000.00 4.00 460,000.00 4.00 425,000.00 5.00 11,125,000.00 9.00 2,677,500.00 1.00 212,500.00 30,350,000.00
-
220,850,000.00 -
-
NO
MACAM PEKERJAAN
VOLUME
1 2 3 4 5 6 7 8 9 10
A. PERALATAN UTAMA Digital Instegrated System Manager 8 Power Amplifier 2 x 250 Watt Main/Primary Digital Paging Microphone Push To Talk Microphone Digital Multi-Audio Player,Bluetooth MDF-SS ( Main Distribution Frame Sound System ) 10" Power surge arrester 10 KA UPS 1000 VA backup 30 menit Cabinet rack & pengkabelan Programming dan Testing commisioning
1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit unit unit unit set ls
1 2 3 4 5 6
B. LANTAI -BASEMENT Instalasi speaker, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 20 mm Instalasi Fire Proof speaker, kabel FRC 2 x 1,5 mm² dalam HI PVC dia Instalasi Volume control, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 6,5" Ceilling speaker ,6/3/1,5W, White, Metal Wall Mount Loudspeaker, 10/5W, WHITE, AB 6W Volume controller
2.00 2.00 2.00 2.00 2.00 2.00
titik titik titik unit unit unit
1 2 3 4 5 6 7
Terminal box tata suara / TB-SS.1 Instalasi speaker, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 20 mm Instalasi Fire Proof speaker, kabel FRC 2 x 1,5 mm² dalam HI PVC dia Instalasi Volume control, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 6,5" Ceilling speaker ,6/3/1,5W, White, Metal Wall Mount Loudspeaker, 10/5W, WHITE, AB 6W Volume controller
1.00 24.00 4.00 3.00 24.00 4.00 3.00
unit titik titik titik unit unit unit
1 2 3 4 5 6 7
Terminal box tata suara / TB-SS.2 Instalasi speaker, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 20 mm Instalasi Fire Proof speaker, kabel FRC 2 x 1,5 mm² dalam HI PVC dia Instalasi Volume control, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 6,5" Ceilling speaker ,6/3/1,5W, White, Metal Wall Mount Loudspeaker, 10/5W, WHITE, AB 6W Volume controller
1.00 26.00 4.00 8.00 26.00 4.00 8.00
unit titik titik titik unit unit unit
1 2 3 4 5 6 7
Terminal box tata suara / TB-SS.3 Instalasi speaker, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 20 mm Instalasi Fire Proof speaker, kabel FRC 2 x 1,5 mm² dalam HI PVC dia Instalasi Volume control, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 6,5" Ceilling speaker ,6/3/1,5W, White, Metal Wall Mount Loudspeaker, 10/5W, WHITE, AB 6W Volume controller
1.00 32.00 4.00 16.00 32.00 4.00 16.00
unit titik titik titik unit unit unit
1 2 3 4 5
Terminal box tata suara / TB-SS.3 Instalasi speaker, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 20 mm Instalasi Volume control, kabel NYMHY 3 x 1,5 mm² dalam HI PVC dia. 6,5" Ceilling speaker ,6/3/1,5W, White, Metal 6W Volume controller
1.00 15.00 4.00 15.00 4.00
unit titik titik unit unit
C.
D.
E.
F.
LANTAI -1
LANTAI -2
LANTAI -3
LANTAI -4
KONTRAK HARGA SATUAN (Rp) 26,000,000.00 22,000,000.00 10,000,000.00 8,000,000.00 14,000,000.00 600,000.00 1,400,000.00 1,400,000.00 6,000,000.00 6,000,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 80,000.00 1,400,000.00 300,000.00
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
26,000,000.00 44,000,000.00 20,000,000.00 8,000,000.00 14,000,000.00 600,000.00 1,400,000.00 1,400,000.00 6,000,000.00 6,000,000.00 160,000.00 200,000.00 160,000.00 2,800,000.00 9,600,000.00 600,000.00 -
300,000.00 1,920,000.00 400,000.00 240,000.00 33,600,000.00 19,200,000.00 900,000.00 -
300,000.00 2,080,000.00 400,000.00 640,000.00 36,400,000.00 19,200,000.00 2,400,000.00 -
300,000.00 2,560,000.00 400,000.00 1,280,000.00 44,800,000.00 19,200,000.00 4,800,000.00 -
300,000.00 1,200,000.00 320,000.00 21,000,000.00 1,200,000.00 -
356,260,000.00 XIV PEKERJAAN PENGADAAN FIRE ALARM
1 2 3
A. PERALATAN UTAMA Master Control Fire Alarm 'Addressable Type 1 Loop Announciator Repeater 10 Button Remote Display c/w back box Programming dan Test comusioning
1 2 3 4 5 6 7
Instalasi Kabel Interkoneksi Interface ke Control Module dan Kabel Signalling Line Circuit, Kabel dari MCFA ke : Panel Kontrol Pompa Hydrant Elektrik dg kabel STP AWG #18 mm2 In 165.00 m' Panel Kontrol Pompa Hydrant Jockey dg kabel STP AWG #18 mm2 In 168.00 m' Panel Kontrol Pompa Hydrant Diesel dg kabel STP AWG #18 mm2 In C 170.00 m' LVMDP dg kabel STP AWG #18 mm2 In Conduit 89.00 m' Sound System dg kabel STP AWG #18 mm2 In Conduit 8.00 m' Panel kontrol Pressurized fan dg kabel STP AWG #18 mm2 In Conduit 26.00 m' Panel Kontrol Lift dg kabel STP AWG #18 mm2 In Conduit 28.00 m'
8 1 2 3 4 5
Kabel dari MCFA ke : MCFA to Announciator Repeater dg kabel STP AWG #18 + NYA 2 x 2.5 MCFA to TBFA L1 dg kabel STP AWG #18 + NYA 2 x 2.5 In Conduit TBFA L1 to TBFA L2 dg kabel STP AWG #18 + NYA 2 x 2.5 In Conduit TBFA L2 to TBFA L3 dg kabel STP AWG #18 + NYA 2 x 2.5 In Conduit TBFA L3 to TBFA L4 dg kabel STP AWG #18 + NYA 2 x 2.5 In Conduit TBFA L4 to MCFA dg kabel STP AWG #18 + NYA 2 x 2.5 In Conduit
1 2 3 4 5 6 7 8 9 10 11 12 13 14
A. LANTAI -BASEMENT Photoelectric Smoke Detector ROR Heat Detector Add Dual Action Manual Pull Station w/ backbox Horn Strobe 24VDC Adjustable TBFA Zone Interface Module for Detector Mini Monitor Module w/ isolator Relay Module for AC, SS Control Module Instalasi Fire Detector, kabel 2x NYA 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi Manual Pull Station, kabel 2x NYA 1,5 mm² dalam HI PVC dia Instalasi Horn Strobe, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm² Instalasi flow switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi tempered switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia.
1.00 unit 1.00 unit 1.00 ls
32.00 8.00 16.00 24.00 32.00 48.00
m' m' m' m' m' m'
2.00 12.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 14.00 2.00 2.00 1.00 1.00
unit unit unit unit unit unit unit unit unit titik titik titik titik titik
46,800,000.00 36,000,000.00 10,800,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 144,000.00 144,000.00 144,000.00 144,000.00 144,000.00 144,000.00 648,000.00 648,000.00 540,000.00 540,000.00 648,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,800,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00
46,800,000.00 36,000,000.00 10,800,000.00 17,820,000.00 18,144,000.00 18,360,000.00 9,612,000.00 864,000.00 2,808,000.00 3,024,000.00 4,608,000.00 1,152,000.00 2,304,000.00 3,456,000.00 4,608,000.00 6,912,000.00 1,296,000.00 7,776,000.00 1,080,000.00 1,080,000.00 648,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,800,000.00 2,016,000.00 288,000.00 324,000.00 162,000.00 162,000.0
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
-
VOLUME -
1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 24.00 4.00 3.00 24.00 4.00 3.00 1.00 26.00 4.00 8.00 26.00 4.00 8.00 1.00 32.00 4.00 16.00 32.00 4.00 16.00 1.00 15.00 4.00 15.00 4.00
unit unit unit unit unit unit unit unit set ls
titik titik titik unit unit unit
unit titik titik titik unit unit unit
unit titik titik titik unit unit unit
unit titik titik titik unit unit unit
unit titik titik unit unit
CCO HARGA SATUAN (Rp) 26,000,000.00 22,000,000.00 10,000,000.00 8,000,000.00 14,000,000.00 600,000.00 1,400,000.00 1,400,000.00 6,000,000.00 6,000,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 100,000.00 80,000.00 1,400,000.00 4,800,000.00 300,000.00 300,000.00 80,000.00 80,000.00 1,400,000.00 300,000.00
-
-
-
-
Page 48
JUMLAH HARGA (Rp) 26,000,000.00 44,000,000.00 20,000,000.00 8,000,000.00 14,000,000.00 600,000.00 1,400,000.00 1,400,000.00 6,000,000.00 6,000,000.00 160,000.00 200,000.00 160,000.00 2,800,000.00 9,600,000.00 600,000.00 300,000.00 1,920,000.00 400,000.00 240,000.00 33,600,000.00 19,200,000.00 900,000.00 300,000.00 2,080,000.00 400,000.00 640,000.00 36,400,000.00 19,200,000.00 2,400,000.00 300,000.00 2,560,000.00 400,000.00 1,280,000.00 44,800,000.00 19,200,000.00 4,800,000.00 300,000.00 1,200,000.00 320,000.00 21,000,000.00 1,200,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
unit unit ls
m' m' m' m' m' m' m'
m' m' m' m' m' m'
unit unit unit unit unit unit unit unit unit titik titik titik titik
46,800,000.00 36,000,000.00 10,800,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 108,000.00 144,000.00 144,000.00 144,000.00 144,000.00 144,000.00 144,000.00 648,000.00 648,000.00 540,000.00 540,000.00 648,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,800,000.00 144,000.00 144,000.00 162,000.00 162,000.00
46,800,000.00 36,000,000.00 10,800,000.00 17,820,000.00 18,144,000.00 18,360,000.00 9,612,000.00 864,000.00 2,808,000.00 3,024,000.00 4,608,000.00 1,152,000.00 2,304,000.00 3,456,000.00 4,608,000.00 6,912,000.00 1,296,000.00 7,776,000.00 1,080,000.00 1,080,000.00 648,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,800,000.00 2,016,000.00 288,000.00 324,000.00 162,000.00
-
-
-
-
-
-
-
-
-
356,260,000.00 1.00 1.00 1.00 165.00 168.00 170.00 89.00 8.00 26.00 28.00 32.00 8.00 16.00 24.00 32.00 48.00 2.00 12.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 14.00 2.00 2.00 1.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 26,000,000.00 2.00 44,000,000.00 2.00 20,000,000.00 1.00 8,000,000.00 1.00 14,000,000.00 1.00 600,000.00 1.00 1,400,000.00 1.00 1,400,000.00 1.00 6,000,000.00 1.00 6,000,000.00 2.00 160,000.00 2.00 200,000.00 2.00 160,000.00 2.00 2,800,000.00 2.00 9,600,000.00 2.00 600,000.00 1.00 300,000.00 24.00 1,920,000.00 4.00 400,000.00 3.00 240,000.00 24.00 33,600,000.00 4.00 19,200,000.00 3.00 900,000.00 1.00 300,000.00 26.00 2,080,000.00 4.00 400,000.00 8.00 640,000.00 26.00 36,400,000.00 4.00 19,200,000.00 8.00 2,400,000.00 1.00 300,000.00 32.00 2,560,000.00 4.00 400,000.00 16.00 1,280,000.00 32.00 44,800,000.00 4.00 19,200,000.00 16.00 4,800,000.00 1.00 300,000.00 15.00 1,200,000.00 4.00 320,000.00 15.00 21,000,000.00 4.00 1,200,000.00 -
-
-
-
356,260,000.00 1.00 1.00 1.00 165.00 168.00 170.00 89.00 8.00 26.00 28.00 32.00 8.00 16.00 24.00 32.00 48.00 2.00 12.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 14.00 2.00 2.00 1.00
46,800,000.00 36,000,000.00 10,800,000.00 17,820,000.00 18,144,000.00 18,360,000.00 9,612,000.00 864,000.00 2,808,000.00 3,024,000.00 4,608,000.00 1,152,000.00 2,304,000.00 3,456,000.00 4,608,000.00 6,912,000.00 1,296,000.00 7,776,000.00 1,080,000.00 1,080,000.00 648,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,800,000.00 2,016,000.00 288,000.00 324,000.00 162,000.00
NO
MACAM PEKERJAAN B.
LANTAI -1
1 2 3 4 5 6 7 8 9 10 11 12 13
Photoelectric Smoke Detector Add Dual Action Manual Pull Station w/ backbox Horn Strobe 24VDC Adjustable TBFA Zone Interface Module for Detector Mini Monitor Module w/ isolator Relay Module for AC, SS Control Module
1 2 3 4 5 6 7 8 9 10
Photoelectric Smoke Detector ROR Heat Detector Add Dual Action Manual Pull Station w/ backbox Horn Strobe 24VDC Adjustable TBFA Zone Interface Module for Detector Mini Monitor Module w/ isolator Relay Module for AC, SS Control Module
Instalasi Fire Detector, kabel 2x NYA 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi Manual Pull Station, kabel 2x NYA 1,5 mm² dalam HI PVC dia Instalasi Horn Strobe, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm² Instalasi flow switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi tempered switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. C.
VOLUME
24.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 24.00 2.00 2.00 1.00 1.00
unit unit unit unit unit unit unit unit titik titik titik titik titik
24.00 1.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 25.00
unit unit unit unit unit unit unit unit unit titik
LANTAI -2
Instalasi Fire Detector, kabel 2x NYA 1,5 mm² dalam HI PVC dia. 20 mm²
KONTRAK HARGA SATUAN (Rp) 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00
JUMLAH HARGA (Rp)
15,552,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 3,456,000.00 288,000.00 324,000.00 162,000.00 162,000.00 -
15,552,000.00 648,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 3,600,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 49
24.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 24.00 2.00 2.00 1.00 1.00 24.00 1.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 25.00
unit unit unit unit unit unit unit unit titik titik titik titik titik
unit unit unit unit unit unit unit unit unit titik
CCO HARGA SATUAN (Rp) 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00
JUMLAH HARGA (Rp) 15,552,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 3,456,000.00 288,000.00 324,000.00 162,000.00 162,000.00 15,552,000.00 648,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 3,600,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 24.00 15,552,000.00 2.00 1,080,000.00 2.00 1,080,000.00 1.00 540,000.00 2.00 2,880,000.00 1.00 1,440,000.00 2.00 2,880,000.00 1.00 1,440,000.00 24.00 3,456,000.00 2.00 288,000.00 2.00 324,000.00 1.00 162,000.00 1.00 162,000.00 24.00 15,552,000.00 1.00 648,000.00 2.00 1,080,000.00 2.00 1,080,000.00 1.00 540,000.00 2.00 2,880,000.00 1.00 1,440,000.00 2.00 2,880,000.00 1.00 1,440,000.00 25.00 3,600,000.00
KONTRAK HARGA SATUAN (Rp) 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00
NO
MACAM PEKERJAAN
11 12 13 14
Instalasi Manual Pull Station, kabel 2x NYA 1,5 mm² dalam HI PVC dia
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Photoelectric Smoke Detector ROR Heat Detector Add Dual Action Manual Pull Station w/ backbox Horn Strobe 24VDC Adjustable TBFA Zone Interface Module for Detector Mini Monitor Module w/ isolator Relay Module for AC, SS Control Module
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Photoelectric Smoke Detector ROR Heat Detector Add Dual Action Manual Pull Station w/ backbox Horn Strobe 24VDC Adjustable TBFA Zone Interface Module for Detector Mini Monitor Module w/ isolator Relay Module for AC, SS Control Module
XV
PEKERJAAN KABEL POWER DAN KABEL KOMUNIKASI OUTDOOR DAN INDOOR UNIT AC
VOLUME
Instalasi Horn Strobe, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm² Instalasi flow switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi tempered switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. D.
titik titik titik titik
27.00 2.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 29.00 2.00 2.00 1.00 1.00
unit unit unit unit unit unit unit unit unit titik titik titik titik titik
27.00 2.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 29.00 2.00 2.00 1.00 1.00
unit unit unit unit unit unit unit unit unit titik titik titik titik titik
LANTAI -3
Instalasi Fire Detector, kabel 2x NYA 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi Manual Pull Station, kabel 2x NYA 1,5 mm² dalam HI PVC dia Instalasi Horn Strobe, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm² Instalasi flow switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi tempered switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. E
2.00 2.00 1.00 1.00
LANTAI -4
Instalasi Fire Detector, kabel 2x NYA 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi Manual Pull Station, kabel 2x NYA 1,5 mm² dalam HI PVC dia Instalasi Horn Strobe, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm² Instalasi flow switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia. 20 mm²
Instalasi tempered switch, kabel FRC 2 x 1,5 mm² dalam HI PVC dia.
JUMLAH HARGA (Rp) 288,000.00 324,000.00 162,000.00 162,000.00 -
17,496,000.00 1,296,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 4,176,000.00 288,000.00 324,000.00 162,000.00 162,000.00 -
17,496,000.00 1,296,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 4,176,000.00 288,000.00 324,000.00 162,000.00 162,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
344,952,000.00
1 2 3
A. PEKERJAAN PENGKABELAN ( KABEL KOMUNIKASI INDOOR - OUTDOOR UNIT ) 1 LANTAI - 1 Instalasi power Indoor AC, NYM 3x2,5mm dalam HI PVC dia. 20 mm² 40.00 titik Instalasi Komunikasi Indoor-Outdoor unit dg kabel STP AWG 18 dalam 1,014.00 m' Instalasi Wire remote unit dg kabel STP AWG 18 dalam HI Conduit 20 45.00 titik
1 2 3
2 LANTAI - 2 Instalasi power Indoor AC, NYM 3x2,5mm dalam HI PVC dia. 20 mm² Instalasi Komunikasi Indoor-Outdoor unit dg kabel STP AWG 18 dalam Instalasi Wire remote unit dg kabel STP AWG 18 dalam HI Conduit 20
39.00 titik 986.00 m' 45.00 titik
1 2 3
3 LANTAI - 3 Instalasi power Indoor AC, NYM 3x2,5mm dalam HI PVC dia. 20 mm² Instalasi Komunikasi Indoor-Outdoor unit dg kabel STP AWG 18 dalam Instalasi Wire remote unit dg kabel STP AWG 18 dalam HI Conduit 20
36.00 titik 926.00 m' 45.00 titik
1 2 3
4 LANTAI - 4 Instalasi power Indoor AC, NYM 3x2,5mm dalam HI PVC dia. 20 mm² Instalasi Komunikasi Indoor-Outdoor unit dg kabel STP AWG 18 dalam Instalasi Wire remote unit dg kabel STP AWG 18 dalam HI Conduit 20
19.00 titik 755.00 m' 45.00 titik
1
1
Installasi Power Outdoor Unit Dari PP.AC.OU-A ke m m m m m m Dari PP.AC.OU-B ke m m m m
mm mm mm mm mm mm
mm mm mm mm mm mm
22.00 24.00 18.00 22.00 16.00 16.00
m' m' m' m' m' m'
230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 416,940.00 416,940.00 416,940.00 326,172.00 253,368.00 253,368.00
mm mm mm mm
mm mm mm mm
22.00 24.00 18.00 20.00
m' m' m' m'
416,940.00 416,940.00 326,172.00 253,368.00
9,200,000.00 37,416,600.00 12,055,500.00 8,970,000.00 36,383,400.00 12,055,500.00 8,280,000.00 34,169,400.00 12,055,500.00 4,370,000.00 27,859,500.00 12,055,500.00 9,172,680.00 10,006,560.00 7,504,920.00 7,175,784.00 4,053,888.00 4,053,888.00 9,172,680.00 10,006,560.00 5,871,096.00 5,067,360.00
-
286,956,316.00 XVI PEKERJAAN PIPA REFREGERANT AC DAN PIPA DRAIN
1 2 3 4 5 6 7 8 9 10 11 12 13
A. LANTAI -1 SYSTEM 1A Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 53,98 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
1 2 3
B. LANTAI -1 SYSTEM 1B Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm
25.00 136.00 33.00 127.00 15.00 71.00 13.00 18.00 54.00 21.00 19.00 77.00 44.00
m' m' m' m' m' m' m' m' m' m' m' m' m'
30.00 m' 137.00 m' 45.00 m'
68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00
1,716,150.00 11,815,952.00 3,653,100.00 17,346,422.00 2,303,835.00 15,082,317.00 3,921,970.00 7,293,618.00 40,239,396.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
2,059,380.00 11,902,834.00 4,981,500.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
2.00 2.00 1.00 1.00 27.00 2.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 29.00 2.00 2.00 1.00 1.00 27.00 2.00 2.00 2.00 1.00 2.00 1.00 2.00 1.00 29.00 2.00 2.00 1.00 1.00
titik titik titik titik
unit unit unit unit unit unit unit unit unit titik titik titik titik titik
unit unit unit unit unit unit unit unit unit titik titik titik titik titik
CCO HARGA SATUAN (Rp) 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00 648,000.00 648,000.00 540,000.00 540,000.00 540,000.00 1,440,000.00 1,440,000.00 1,440,000.00 1,440,000.00 144,000.00 144,000.00 162,000.00 162,000.00 162,000.00
-
-
-
-
-
VOLUME
-
-
Page 50
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
344,952,000.00 40.00 1,014.00 45.00 39.00 986.00 45.00 36.00 926.00 45.00 19.00 755.00 45.00 22.00 24.00 18.00 22.00 16.00 16.00 22.00 24.00 18.00 20.00 -
m' m' m' m' m' m'
230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 230,000.00 36,900.00 267,900.00 416,940.00 416,940.00 416,940.00 326,172.00 253,368.00 253,368.00
m' m' m' m'
416,940.00 416,940.00 326,172.00 253,368.00
titik m' titik
titik m' titik
titik m' titik
titik m' titik
-
JUMLAH HARGA (Rp) 288,000.00 324,000.00 162,000.00 162,000.00 17,496,000.00 1,296,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 4,176,000.00 288,000.00 324,000.00 162,000.00 162,000.00 17,496,000.00 1,296,000.00 1,080,000.00 1,080,000.00 540,000.00 2,880,000.00 1,440,000.00 2,880,000.00 1,440,000.00 4,176,000.00 288,000.00 324,000.00 162,000.00 162,000.00 9,200,000.00 37,416,600.00 12,055,500.00 8,970,000.00 36,383,400.00 12,055,500.00 8,280,000.00 34,169,400.00 12,055,500.00 4,370,000.00 27,859,500.00 12,055,500.00 9,172,680.00 10,006,560.00 7,504,920.00 7,175,784.00 4,053,888.00 4,053,888.00 9,172,680.00 10,006,560.00 5,871,096.00 5,067,360.00 -
-
286,956,316.00 25.00 136.00 33.00 127.00 15.00 71.00 13.00 18.00 54.00 21.00 19.00 77.00 44.00 30.00 137.00 45.00
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m'
68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00
1,716,150.00 11,815,952.00 3,653,100.00 17,346,422.00 2,303,835.00 15,082,317.00 3,921,970.00 7,293,618.00 40,239,396.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 2,059,380.00 11,902,834.00 4,981,500.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
CCO II cek JUMLAH HARGA timpang (Rp) 2.00 288,000.00 2.00 324,000.00 1.00 162,000.00 1.00 162,000.00 27.00 17,496,000.00 2.00 1,296,000.00 2.00 1,080,000.00 2.00 1,080,000.00 1.00 540,000.00 2.00 2,880,000.00 1.00 1,440,000.00 2.00 2,880,000.00 1.00 1,440,000.00 29.00 4,176,000.00 2.00 288,000.00 2.00 324,000.00 1.00 162,000.00 1.00 162,000.00 27.00 17,496,000.00 2.00 1,296,000.00 2.00 1,080,000.00 2.00 1,080,000.00 1.00 540,000.00 2.00 2,880,000.00 1.00 1,440,000.00 2.00 2,880,000.00 1.00 1,440,000.00 29.00 4,176,000.00 2.00 288,000.00 2.00 324,000.00 1.00 162,000.00 1.00 162,000.00 -
-
-
-
-
-
VOLUME
-
344,952,000.00 40.00 1,014.00 45.00 39.00 986.00 45.00 36.00 926.00 45.00 19.00 755.00 45.00 22.00 24.00 18.00 22.00 16.00 16.00 22.00 24.00 18.00 20.00 -
-
-
-
9,200,000.00 37,416,600.00 12,055,500.00 8,970,000.00 36,383,400.00 12,055,500.00 8,280,000.00 34,169,400.00 12,055,500.00 4,370,000.00 27,859,500.00 12,055,500.00 9,172,680.00 10,006,560.00 7,504,920.00 7,175,784.00 4,053,888.00 4,053,888.00 9,172,680.00 10,006,560.00 5,871,096.00 5,067,360.00 -
286,956,316.00 25.00 136.00 33.00 127.00 15.00 71.00 13.00 18.00 54.00 21.00 19.00 77.00 44.00 30.00 137.00
1,716,150.00 11,815,952.00 3,653,100.00 17,346,422.00 2,303,835.00 15,082,317.00 3,921,970.00 7,293,618.00 40,239,396.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 2,059,380.00 11,902,834.00
NO
MACAM PEKERJAAN
4 5 6 7 8 9 10 11 12 13 14 15
Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 25,4 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 41,3 mm Pipa refrigerant 53,98 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
1 2 3 4 5 6 7 8 9 10 11 12 13
C. LANTAI -2 SYSTEM 2A Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 53,98 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
VOLUME 125.00 19.00 17.00 55.00 18.00 19.00 2.00 55.00 21.00 19.00 77.00 44.00
18.00 142.00 23.00 122.00 25.00 70.00 10.00 20.00 50.00 21.00 19.00 77.00 44.00
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
KONTRAK HARGA SATUAN (Rp) 136,586.00 153,589.00 212,427.00 266,812.00 301,690.00 405,201.00 510,943.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00
JUMLAH HARGA (Rp) 17,073,250.00 2,918,191.00 3,611,259.00 14,674,660.00 5,430,420.00 7,698,819.00 1,021,886.00 40,984,570.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
1,235,628.00 12,337,244.00 2,546,100.00 16,663,492.00 3,839,725.00 14,869,890.00 3,016,900.00 8,104,020.00 37,258,700.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 51
125.00 19.00 17.00 55.00 18.00 19.00 2.00 55.00 21.00 19.00 77.00 44.00 18.00 142.00 23.00 122.00 25.00 70.00 10.00 20.00 50.00 21.00 19.00 77.00 44.00
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
CCO HARGA SATUAN (Rp) 136,586.00 153,589.00 212,427.00 266,812.00 301,690.00 405,201.00 510,943.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00
JUMLAH HARGA (Rp) 17,073,250.00 2,918,191.00 3,611,259.00 14,674,660.00 5,430,420.00 7,698,819.00 1,021,886.00 40,984,570.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 1,235,628.00 12,337,244.00 2,546,100.00 16,663,492.00 3,839,725.00 14,869,890.00 3,016,900.00 8,104,020.00 37,258,700.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 125.00 17,073,250.00 19.00 2,918,191.00 17.00 3,611,259.00 55.00 14,674,660.00 18.00 5,430,420.00 19.00 7,698,819.00 2.00 1,021,886.00 55.00 40,984,570.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 18.00 1,235,628.00 142.00 12,337,244.00 23.00 2,546,100.00 122.00 16,663,492.00 25.00 3,839,725.00 70.00 14,869,890.00 10.00 3,016,900.00 20.00 8,104,020.00 50.00 37,258,700.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
1 2 3 4 5 6 7 8 9 10 11 12 13
D. LANTAI -2 SYSTEM 2B Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 41,3 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
1 2 3 4 5 6 7 8 9 10 11 12 13
E. LANTAI -3 SYSTEM 3A Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 41,3 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
F. LANTAI -3 SYSTEM 3B Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : 1 Pipa refrigerant 9,52 mm 2 Pipa refrigerant 12,7 mm 3 Pipa refrigerant 15,88 mm 4 Pipa refrigerant 19,05 mm 5 Pipa refrigerant 22,22 mm 6 Pipa refrigerant 28,58 mm 7 Pipa refrigerant 34,92 mm 8 Pipa refrigerant 53,98 mm 9 Pipa drain dengan isolasi dia. 1/2 inch 10 Pipa drain dengan isolasi dia. 3/4 inch 11 Pipa drain dengan isolasi dia. 1 inch 12 Pipa drain dengan isolasi dia. 2 inch
1 2 3 4 5 6 7 8 9 10 11 12 13
G. LANTAI -3 SYSTEM 3C Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : Pipa refrigerant 6,35 mm Pipa refrigerant 9,52 mm Pipa refrigerant 12,7 mm Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa refrigerant 41,3 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
H. LANTAI -4 SYSTEM 4A Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : 1 Pipa refrigerant 6,35 mm 2 Pipa refrigerant 9,52 mm 3 Pipa refrigerant 12,7 mm 4 Pipa refrigerant 15,88 mm 5 Pipa refrigerant 19,05 mm 6 Pipa refrigerant 22,22 mm 7 Pipa refrigerant 28,58 mm 8 Pipa refrigerant 34,92 mm 9 Pipa drain dengan isolasi dia. 1/2 inch 10 Pipa drain dengan isolasi dia. 3/4 inch 11 Pipa drain dengan isolasi dia. 1 inch 12 Pipa drain dengan isolasi dia. 2 inch
I. LANTAI -4 SYSTEM 4B Instalasi Refrigerant lengkap dengan isolasi ketebalan 19 mm : 1 Pipa refrigerant 9,52 mm 2 Pipa refrigerant 12,7 mm 3 Pipa refrigerant 15,88 mm 4 Pipa refrigerant 19,05 mm 5 Pipa refrigerant 22,22 mm 6 Pipa refrigerant 28,58 mm 7 Pipa refrigerant 34,92 mm 8 Pipa drain dengan isolasi dia. 1/2 inch 9 Pipa drain dengan isolasi dia. 3/4 inch 10 Pipa drain dengan isolasi dia. 1 inch 11 Pipa drain dengan isolasi dia. 2 inch
J.
42.00 131.00 46.00 110.00 25.00 72.00 10.00 18.00 52.00 21.00 19.00 77.00 44.00
16.00 70.00 18.00 66.00 12.00 58.00 10.00 8.00 53.00 21.00 19.00 77.00 44.00
77.00 12.00 80.00 60.00 8.00 12.00 8.00 53.00 21.00 19.00 77.00 44.00
18.00 105.00 8.00 18.00 52.00 22.00 24.00 8.00 50.00 21.00 19.00 77.00 44.00
8.00 55.00 8.00 40.00 48.00 19.00 8.00 50.00 21.00 19.00 77.00 44.00
68.00 12.00 48.00 60.00 20.00 12.00 58.00 21.00 19.00 77.00 44.00
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m'
LANTAI -4 SYSTEM 4C mm mm
mm
KONTRAK HARGA SATUAN (Rp) 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00 -
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME -
2,883,132.00 11,381,542.00 5,092,200.00 15,024,460.00 3,839,725.00 15,294,744.00 3,016,900.00 7,293,618.00 26,569,036.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
1,098,336.00 6,081,740.00 1,992,600.00 9,014,676.00 1,843,068.00 12,320,766.00 3,016,900.00 3,241,608.00 27,079,979.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
6,689,914.00 1,328,400.00 10,926,880.00 9,215,340.00 1,699,416.00 3,620,280.00 3,241,608.00 39,494,222.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
1,235,628.00 9,122,610.00 885,600.00 2,458,548.00 7,986,628.00 4,673,394.00 7,240,560.00 3,241,608.00 25,547,150.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
549,168.00 4,778,510.00 885,600.00 5,463,440.00 7,372,272.00 4,036,113.00 2,413,520.00 20,260,050.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
5,907,976.00 1,328,400.00 6,556,128.00 9,215,340.00 4,248,540.00 3,620,280.00 23,501,658.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
m m
42.00 131.00 46.00 110.00 25.00 72.00 10.00 18.00 52.00 21.00 19.00 77.00 44.00 16.00 70.00 18.00 66.00 12.00 58.00 10.00 8.00 53.00 21.00 19.00 77.00 44.00 77.00 12.00 80.00 60.00 8.00 12.00 8.00 53.00 21.00 19.00 77.00 44.00 18.00 105.00 8.00 18.00 52.00 22.00 24.00 8.00 50.00 21.00 19.00 77.00 44.00 8.00 55.00 8.00 40.00 48.00 19.00 8.00 50.00 21.00 19.00 77.00 44.00 68.00 12.00 48.00 60.00 20.00 12.00 58.00 21.00 19.00 77.00 44.00 -
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m' m'
m' m' m' m' m' m' m' m' m' m' m'
m m Page 52
CCO HARGA SATUAN (Rp) 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 745,174.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 510,943.00 45,910.00 59,507.00 64,599.00 100,142.00 68,646.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00 86,882.00 110,700.00 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00 -
JUMLAH HARGA (Rp) 2,883,132.00 11,381,542.00 5,092,200.00 15,024,460.00 3,839,725.00 15,294,744.00 3,016,900.00 7,293,618.00 26,569,036.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 1,098,336.00 6,081,740.00 1,992,600.00 9,014,676.00 1,843,068.00 12,320,766.00 3,016,900.00 3,241,608.00 27,079,979.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 6,689,914.00 1,328,400.00 10,926,880.00 9,215,340.00 1,699,416.00 3,620,280.00 3,241,608.00 39,494,222.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 1,235,628.00 9,122,610.00 885,600.00 2,458,548.00 7,986,628.00 4,673,394.00 7,240,560.00 3,241,608.00 25,547,150.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 549,168.00 4,778,510.00 885,600.00 5,463,440.00 7,372,272.00 4,036,113.00 2,413,520.00 20,260,050.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 5,907,976.00 1,328,400.00 6,556,128.00 9,215,340.00 4,248,540.00 3,620,280.00 23,501,658.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 42.00 2,883,132.00 131.00 11,381,542.00 46.00 5,092,200.00 110.00 15,024,460.00 25.00 3,839,725.00 72.00 15,294,744.00 10.00 3,016,900.00 18.00 7,293,618.00 52.00 26,569,036.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 16.00 1,098,336.00 70.00 6,081,740.00 18.00 1,992,600.00 66.00 9,014,676.00 12.00 1,843,068.00 58.00 12,320,766.00 10.00 3,016,900.00 8.00 3,241,608.00 53.00 27,079,979.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 77.00 6,689,914.00 12.00 1,328,400.00 80.00 10,926,880.00 60.00 9,215,340.00 8.00 1,699,416.00 12.00 3,620,280.00 8.00 3,241,608.00 53.00 39,494,222.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 18.00 1,235,628.00 105.00 9,122,610.00 8.00 885,600.00 18.00 2,458,548.00 52.00 7,986,628.00 22.00 4,673,394.00 24.00 7,240,560.00 8.00 3,241,608.00 50.00 25,547,150.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 8.00 549,168.00 55.00 4,778,510.00 8.00 885,600.00 40.00 5,463,440.00 48.00 7,372,272.00 19.00 4,036,113.00 8.00 2,413,520.00 50.00 20,260,050.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 68.00 5,907,976.00 12.00 1,328,400.00 48.00 6,556,128.00 60.00 9,215,340.00 20.00 4,248,540.00 12.00 3,620,280.00 58.00 23,501,658.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 -
VOLUME -
NO 3 4 5 6 7 8 9 10 11
MACAM PEKERJAAN Pipa refrigerant 15,88 mm Pipa refrigerant 19,05 mm Pipa refrigerant 22,22 mm Pipa refrigerant 28,58 mm Pipa refrigerant 34,92 mm Pipa drain dengan isolasi dia. 1/2 inch Pipa drain dengan isolasi dia. 3/4 inch Pipa drain dengan isolasi dia. 1 inch Pipa drain dengan isolasi dia. 2 inch
VOLUME 49.00 47.00 19.00 8.00 52.00 21.00 19.00 77.00 44.00
m' m' m' m' m' m' m' m' m'
KONTRAK HARGA SATUAN (Rp) 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00
JUMLAH HARGA (Rp) 6,692,714.00 7,218,683.00 4,036,113.00 2,413,520.00 21,070,452.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
872,538,417.00 XVII PEKERJAAN PENGADAAN DAN PEMASANGAN INDOOR,OUTDOOR UNIT AC DAN KELENGKAPANNYA
1 2 3 4 5 6 7 8 9 10 11 12 13
A. IU1A.01 IU1A.02 IU1A.03 IU1A.04 IU1A.05
IU1A.06 IU1A.07
IU1A.08 IU1A.09 IU1A.10 IU1A.11 IU1A.12
IU1A.13
LANTAI -1 SYSTEM 1A 2- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Wall Mounted Wall Mounted Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
49.00 47.00 19.00 8.00 52.00 21.00 19.00 77.00 44.00 -
m' m' m' m' m' m' m' m' m'
CCO HARGA SATUAN (Rp) 136,586.00 153,589.00 212,427.00 301,690.00 405,201.00 45,910.00 59,507.00 64,599.00 100,142.00
-
-
-
Page 53
JUMLAH HARGA (Rp) 6,692,714.00 7,218,683.00 4,036,113.00 2,413,520.00 21,070,452.00 964,110.00 1,130,633.00 4,974,123.00 4,406,248.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00
-
872,538,417.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 49.00 6,692,714.00 47.00 7,218,683.00 19.00 4,036,113.00 8.00 2,413,520.00 52.00 21,070,452.00 21.00 964,110.00 19.00 1,130,633.00 77.00 4,974,123.00 44.00 4,406,248.00 -
-
-
-
872,538,417.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00
NO 14 15 16 17 18 19 20 21 22
Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 2- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 15.00
unit unit unit unit unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 16,344,229.00 367,519,412.00 500,000.00
LANTAI -1 SYSTEM 1B 2- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Wall Mounted Wall Mounted Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 2- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 6,813,557.00 16,344,229.00 353,974,471.00 500,000.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 6,813,557.00 16,344,229.00 353,974,471.00 6,500,000.00
LANTAI -2 SYSTEM 2A 2- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Wall Mounted Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 2- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 15.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,793,239.00 8,291,310.00 15,761,796.00 17,039,536.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 367,519,412.00 500,000.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,793,239.00 8,291,310.00 15,761,796.00 17,039,536.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 367,519,412.00 7,500,000.00
LANTAI -2 SYSTEM 2B 2- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette Wall Mounted Wall Mounted Wall Mounted 4- way ceiling cassette 2- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 14.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 8,291,310.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,800,148.00 17,039,536.00 8,438,950.00 17,856,747.00 6,826,198.00 6,826,198.00 6,469,064.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 353,974,471.00 500,000.00
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 8,291,310.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,800,148.00 17,039,536.00 8,438,950.00 17,856,747.00 6,826,198.00 6,826,198.00 6,469,064.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 353,974,471.00 7,000,000.00
LANTAI -3 SYSTEM 3A Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Wall Mounted Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 9.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit
6,793,239.00 15,183,879.00 16,344,229.00 16,344,229.00 16,344,229.00 17,856,747.00 17,039,536.00 17,039,536.00 6,793,239.00 6,793,239.00 17,856,747.00 15,761,796.00 203,625,620.00 500,000.00
6,793,239.00 15,183,879.00 16,344,229.00 16,344,229.00 16,344,229.00 17,856,747.00 17,039,536.00 17,039,536.00 6,793,239.00 6,793,239.00 17,856,747.00 15,761,796.00 203,625,620.00 4,500,000.00
MACAM PEKERJAAN IU1A.14
IU1A.15 IU1A.16 IU1A.17 IU1A.18 IU1A.19
IU1A.20
OU.1A
VOLUME
JUMLAH HARGA (Rp) 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 16,344,229.00 367,519,412.00 7,500,000.00 -
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
B. IU1B.01 IU1B.02 IU1B.03 IU1B.04 IU1B.05
IU1B.06 IU1B.07
IU1B.08 IU1B.09 IU1B.10 IU1B.11 IU1B.12
IU1B.13 IU1B.14
IU1B.15 IU1B.16 IU1B.17 IU1B.18 IU1B.19
IU1B.20
OU.1A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 21 22
C. IU2A.01 IU2A.02 IU2A.03 IU2A.04 IU2A.05
IU2A.06 IU2A.07
IU2A.08 IU2A.09 IU2A.10 IU2A.11 IU2A.12
IU2A.13 IU2A.14
IU2A.15 IU2A.16 IU2A.17 IU2A.18 IU2A.19
OU.2A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
D. IU2B.01 IU2B.02 IU2B.03 IU2B.04 IU2B.05
IU2B.06 IU2B.07
IU2B.08 IU2B.09 IU2B.10 IU2B.11 IU2B.12
IU2B.13 IU2B.14
IU2B.15 IU2B.16 IU2B.17 IU2B.18 IU2B.19
IU2B.20
OU.2A
1 2 3 4 5 6 7 8 9 10 11 12 13 14
E. IU3A.01 IU3A.02 IU3A.03 IU3A.04 IU3A.05
IU3A.06 IU3A.07
IU3A.08 IU3A.09 IU3A.10 IU3A.11 IU3A.12
OU.3A
-
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 15.00 7,500,000.00 13.00 6,500,000.00 15.00 7,500,000.00 14.00 7,000,000.00 1.00 16,344,229.00 9.00 4,500,000.00 -
VOLUME
M Page 54
unit unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 16,344,229.00 367,519,412.00 500,000.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 6,813,557.00 16,344,229.00 353,974,471.00 500,000.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,793,239.00 8,291,310.00 15,761,796.00 17,039,536.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 367,519,412.00 500,000.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit unit
10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 8,291,310.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,800,148.00 17,039,536.00 8,438,950.00 17,856,747.00 6,826,198.00 6,826,198.00 6,469,064.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 353,974,471.00 500,000.00
unit unit unit unit unit unit unit unit unit unit unit unit unit unit
6,793,239.00 15,183,879.00 16,344,229.00 16,344,229.00 16,344,229.00 17,856,747.00 17,039,536.00 17,039,536.00 6,793,239.00 6,793,239.00 17,856,747.00 15,761,796.00 203,625,620.00 500,000.00
VOLUME 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -
JUMLAH HARGA (Rp) 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 16,344,229.00 367,519,412.00 10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,469,064.00 6,469,064.00 6,469,064.00 15,865,641.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 6,813,557.00 16,344,229.00 353,974,471.00 10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 6,793,239.00 8,291,310.00 15,761,796.00 17,039,536.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,438,950.00 17,856,747.00 17,856,747.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 367,519,412.00 10,167,284.00 6,826,198.00 17,856,747.00 17,856,747.00 8,291,310.00 16,344,229.00 17,039,536.00 16,344,229.00 17,039,536.00 8,800,148.00 17,039,536.00 8,438,950.00 17,856,747.00 6,826,198.00 6,826,198.00 6,469,064.00 17,856,747.00 10,167,284.00 17,039,536.00 17,856,747.00 353,974,471.00 6,793,239.00 15,183,879.00 16,344,229.00 16,344,229.00 17,856,747.00 17,039,536.00 17,039,536.00 6,793,239.00 6,793,239.00 17,856,747.00 15,761,796.00 203,625,620.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 8,438,950.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 10,167,284.00 1.00 17,039,536.00 1.00 16,344,229.00 1.00 367,519,412.00 1.00 10,167,284.00 1.00 6,826,198.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 6,469,064.00 1.00 6,469,064.00 1.00 6,469,064.00 1.00 15,865,641.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 8,438,950.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 10,167,284.00 1.00 17,039,536.00 1.00 6,813,557.00 1.00 16,344,229.00 1.00 353,974,471.00 1.00 10,167,284.00 1.00 6,826,198.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 6,793,239.00 1.00 8,291,310.00 1.00 15,761,796.00 1.00 17,039,536.00 1.00 16,344,229.00 1.00 17,039,536.00 1.00 16,344,229.00 1.00 17,039,536.00 1.00 8,438,950.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 10,167,284.00 1.00 17,039,536.00 1.00 17,856,747.00 1.00 367,519,412.00 1.00 10,167,284.00 1.00 6,826,198.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 8,291,310.00 1.00 16,344,229.00 1.00 17,039,536.00 1.00 16,344,229.00 1.00 17,039,536.00 1.00 8,800,148.00 1.00 17,039,536.00 1.00 8,438,950.00 1.00 17,856,747.00 1.00 6,826,198.00 1.00 6,826,198.00 1.00 6,469,064.00 1.00 17,856,747.00 1.00 10,167,284.00 1.00 17,039,536.00 1.00 17,856,747.00 1.00 353,974,471.00 1.00 6,793,239.00 1.00 15,183,879.00 1.00 16,344,229.00 1.00 16,344,229.00 1.00 17,856,747.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 6,793,239.00 1.00 6,793,239.00 1.00 17,856,747.00 1.00 15,761,796.00 1.00 203,625,620.00 -
NO 2 3 4 5 6 7 8 9 10 11 12 13
MACAM PEKERJAAN IU3B.02 IU3B.03 IU3B.04 IU3B.05
IU3B.06 IU3B.07
IU3B.08 IU3B.09 IU3B.10 IU3B.11
OU.3B
4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11.00
unit unit unit unit unit unit unit unit unit unit unit unit
KONTRAK HARGA SATUAN (Rp) 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 15,183,879.00 17,856,747.00 15,183,879.00 16,344,229.00 254,644,900.00 500,000.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit unit unit unit unit unit unit unit unit
16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 6,793,239.00 17,856,747.00 17,856,747.00 6,826,198.00 17,856,747.00 15,865,641.00 17,856,747.00 17,856,747.00
VOLUME
JUMLAH HARGA (Rp) 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 15,183,879.00 17,856,747.00 15,183,879.00 16,344,229.00 254,644,900.00 5,500,000.00
16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 6,793,239.00 17,856,747.00 17,856,747.00 6,826,198.00 17,856,747.00 15,865,641.00 17,856,747.00 17,856,747.00
1 2 3 4 5 6 7 8 9 10 11 12 13
G. IU3C.01 IU3C.02 IU3C.03 IU3C.04 IU3C.05
IU3C.06 IU3C.07
IU3C.08 IU3C.09 IU3C.10 IU3C.11 IU3C.12 IU3C.13
LANTAI -3 SYSTEM 3C 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 11.00 5,500,000.00 1.00 16,344,229.00 1.00 16,344,229.00 -
VOLUME
Page 55
unit unit unit unit unit unit unit unit unit unit unit unit
CCO HARGA SATUAN (Rp) 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 15,183,879.00 17,856,747.00 15,183,879.00 16,344,229.00 254,644,900.00 500,000.00
unit unit unit unit unit unit unit unit unit unit unit unit unit
16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 16,344,229.00 6,793,239.00 17,856,747.00 17,856,747.00 6,826,198.00 17,856,747.00 15,865,641.00 17,856,747.00 17,856,747.00
VOLUME 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
JUMLAH HARGA (Rp) 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 15,183,879.00 17,856,747.00 15,183,879.00 16,344,229.00 254,644,900.00 16,344,229.00 16,344,229.00 16,344,229.00 6,793,239.00 17,856,747.00 17,856,747.00 6,826,198.00 17,856,747.00 15,865,641.00 17,856,747.00 17,856,747.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 15,183,879.00 1.00 17,856,747.00 1.00 15,183,879.00 1.00 16,344,229.00 1.00 254,644,900.00 1.00 16,344,229.00 1.00 16,344,229.00 1.00 16,344,229.00 1.00 6,793,239.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 6,826,198.00 1.00 17,856,747.00 1.00 15,865,641.00 1.00 17,856,747.00 1.00 17,856,747.00
NO
MACAM PEKERJAAN
14 OU.3C 15
Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
VOLUME 1.00 unit 11.00 unit
KONTRAK HARGA SATUAN (Rp) 265,480,853.00 500,000.00
JUMLAH HARGA (Rp) 265,480,853.00 5,500,000.00 -
1 2 3 4 5 6 7 8 9
H. IU4A.01 IU4A.02 IU4A.03 IU4A.04 IU4A.05
IU4A.06 IU4A.07
OU.4A
LANTAI -4 SYSTEM 4A 4- way ceiling cassette Wall Mounted 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.00
unit unit unit unit unit unit unit unit unit
17,039,536.00 6,826,198.00 15,761,796.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 500,000.00
17,039,536.00 6,826,198.00 15,761,796.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 3,000,000.00
LANTAI -4 SYSTEM 4B 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.00
unit unit unit unit unit unit unit unit
17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 500,000.00
17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 3,000,000.00
LANTAI -4 SYSTEM 4C 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette 4- way ceiling cassette Outdoor VRF Type Air Purifiying Panel For 4 way Ceiling cassette
1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.00
unit unit unit unit unit unit unit unit
17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 159,378,811.00 500,000.00
17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 159,378,811.00 3,000,000.00
LANTAI-4 RUANG MESIN LIFT Wall Mounted Inverter
2.00 unit
6,959,758.00
13,919,516.00
1 2 3 4 5 6 7 8
I. IU4B.01 IU4B.02 IU4B.03 IU4B.04 IU4B.05
IU4B.06
OU.4B
1 2 3 4 5 6 7 8
J. IU4C.01 IU4C.02 IU4C.03 IU4C.04 IU4C.05
IU4C.06
OU.4B
1
K IU.S.4
1 2 3 4 5 5
L. AKSESORIS Branch Joint Pipe Conection Outdoor unit Wireless Remote Wired Remote Central Remote controller Penambahan Extra Refrigerant Type R410
124.00 12.00 27.00 107.00 1.00 323.00
unit unit unit unit unit kg
1,931,408.00 2,341,101.00 1,313,357.00 2,170,915.00 54,992,462.00 328,500.00
239,494,592.00 28,093,212.00 35,460,639.00 232,287,905.00 54,992,462.00 106,105,500.00 5,339,523,063.00
XVIII PEKERJAAN ELEVATOR ( Pengadaan dan pemasangan termasuk seluruh perlengkapan sesuai dengan spesifikasi teknis dan standar pabrikasi.Termasuk di dalam pekerjaan ini adalah ijin Depnaker ) 1
2
3
Pengadaan Unit Elevator Spesifikasi Tipe : Passenger Gearless with machine room Elevator Motor : Gearless, 10.4 kw Kapasitas : 1600 kg Kecepatan : 60 mpm Power source : - pwr 380 V, 3 ph, 50 Hz Stop/Opening : 5/5 Floor served :5 Floor Name : B, 1, 2, 3, 4 Drive System : AC-VVVF Gearless Machine Control System : STEP Disable COP : No Control Mode` : Single Door : Center Open, 1100 (W) x 2100 (H) ARD : Include Finishing lan : Granitile 60 x 60 cm Install Pemasangan Unit Elevator Lain-lain Ijin Disnakertrans Testing and Commisioning
1.00 unit
806,851,500.00
806,851,500.00
1.00 unit
42,000,000.00
42,000,000.00
3,285,000.00 3,285,000.00
3,285,000.00 3,285,000.00 855,421,500.00
1.00 1.00
XIX PEKERJAAN TANGGA ESCALATOR ( Pengadaan dan pemasangan termasuk seluruh perlengkapan sesuai dengan spesifikasi teknis dan standar pabrikasi.Termasuk di dalam pekerjaan ini adalah ijin Depnaker ) 1
Pengadaan Unit Escalator Spesifikasi Inclination degree (⁰) : 30 Step Width (mm) : 1000 Arrangement : Single Horizontal step :2 Speed (m/s) : 0.5 Vertical rise (mm) : 5000 Horizontal span (mm) : 13.425 Main Power : -pwr 380 V, 3 ph, 50Hz Lighting Power : -pwr 220 V, 1 ph, 50Hz Handrail : Semperit brand Skirting panel brush : Yes Step Material : Stainless steel Econo drive : Start-stop/slow Direction indicator : Yes Star stop/slow sensor (econa-drive)
2.00 unit
820,072,000.00
1,640,144,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) 11.00 5,500,000.00 6.00 3,000,000.00 6.00 3,000,000.00 1.00 17,856,747.00 1.00 17,856,747.00 6.00 3,000,000.00 124.00 239,494,592.00 107.00 232,287,905.00 161.50 53,052,750.00 680,438,175.00 -
VOLUME
Page 56
unit unit
CCO HARGA SATUAN (Rp) 265,480,853.00 500,000.00
unit unit unit unit unit unit unit unit unit
17,039,536.00 6,826,198.00 15,761,796.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 500,000.00
unit unit unit unit unit unit unit unit
17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 500,000.00
unit unit unit unit unit unit unit unit
17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 159,378,811.00 500,000.00
unit
6,959,758.00
unit unit unit unit unit kg
1,931,408.00 2,341,101.00 1,313,357.00 2,170,915.00 54,992,462.00 328,500.00
VOLUME 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 12.00 27.00 1.00 161.50 -
1.00 unit 1.00 unit 1.00 1.00 2.00 unit -
806,851,500.00
42,000,000.00
3,285,000.00 3,285,000.00
820,072,000.00
JUMLAH HARGA (Rp) 265,480,853.00 17,039,536.00 6,826,198.00 15,761,796.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 17,039,536.00 144,027,877.00 17,856,747.00 17,856,747.00 17,856,747.00 17,856,747.00 159,378,811.00 13,919,516.00 28,093,212.00 35,460,639.00 54,992,462.00 53,052,750.00 4,659,084,888.00 806,851,500.00 42,000,000.00 3,285,000.00 3,285,000.00 855,421,500.00 1,640,144,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 265,480,853.00 1.00 17,039,536.00 1.00 6,826,198.00 1.00 15,761,796.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 144,027,877.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 17,039,536.00 1.00 144,027,877.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 17,856,747.00 1.00 159,378,811.00 2.00 13,919,516.00 12.00 28,093,212.00 27.00 35,460,639.00 1.00 54,992,462.00 161.50 53,052,750.00 4,659,084,888.00 1.00 806,851,500.00 1.00 42,000,000.00 1.00 3,285,000.00 1.00 3,285,000.00 855,421,500.00 2.00 1,640,144,000.00 -
VOLUME -
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
2
Install Install Unit Escalator
2.00 unit
45,000,000.00
3
Lain-lain Ijin Disnakertrans Testing and Commisioning
2.00 unit 1.00 ls
3,285,000.00 3,285,000.00
XX
1
2 3
4
JUMLAH HARGA (Rp) 90,000,000.00 6,570,000.00 3,285,000.00 1,739,999,000.00
PEKERJAAN PENGADAAN AIR BERSIH A. SISTEM DISTRIBUSI AIR BERSIH Pembuatan sumur dangkal / sumur bor lengkap dengan : Pengeboran sumur sedalam 30 m Finish pipa casing PVC-AW dia. 4" sedalam 30 m Galian untuk rumah pompa uk. 80x80 sedalam 1 m Pipa hisap PVC-AW dia.2" Penyambungan Jaringan baru PDAM Pompa Sumur Dangkal - Type : Submersible Pump - Debit : 7 m3/h - Power : 1,5 kw/ 3ph /380V / 50 Hz (1 unit) - Head : 54 meter - Such / Dis : 1,5" x 1,5" - Panel kontrol, WLC, Fitting, asesoris standar & material bantu Pekerjaan pompa Transfer Packaged 2 Pompa Alternate system - Kapasitas : 10m3/jam - Head : 38 m - Daya : 1,9 kW / 380 V
1.00 set
1.00 ls 1.00 unit
2.00 set
25,000,000.00 3,000,000.00 21,000,000.00 30,000,000.00 -
25,000,000.00
3,000,000.00 21,000,000.00
60,000,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
Page 57
2.00 unit 2.00 unit 1.00 ls 1.00 1.00 1.00 2.00 -
set
ls unit
set
CCO HARGA SATUAN (Rp)
45,000,000.00
3,285,000.00 3,285,000.00
25,000,000.00 3,000,000.00 21,000,000.00 30,000,000.00 -
JUMLAH HARGA (Rp) 90,000,000.00 6,570,000.00 3,285,000.00 1,739,999,000.00 25,000,000.00 3,000,000.00 21,000,000.00 60,000,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 2.00 90,000,000.00 2.00 6,570,000.00 1.00 3,285,000.00 1,739,999,000.00 1.00 25,000,000.00 1.00 3,000,000.00 1.00 21,000,000.00 2.00 60,000,000.00 -
NO
5 6
7 8
9 10 11 12 13 14
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
1 2 3 4
KONTRAK HARGA SATUAN (Rp) - Type : Centrigfugal end suction - Model : Centrigfugal end suction - Such / Dis : 1,5" x 1,5" - Material : Cassing/Impeller/Saft : CI/BR/SS, /Gland Packing - Panel kontrol (1 Panel 2 Pompa) Power : 2 x 1,9 kW x 3 Phase-380V, 2 Poles, 50 Hz 500,000.00 Floating valve dia. 1,5" 1.00 unit 21,000,000.00 Roof tank kapasitas 4 m3 dengan FRP 2.00 unit - Kapasitas : 4 m3 (2x2x1) - Material Fiber Reinforced Plastic (FRP) - Lengkap dengan tangga maintenance,Inlet,Outlet dan Drain dengan Type Flange 5,000,000.00 Pondasi Dudukan Rooftank tank by sipil 1.00 ls 30,000,000.00 Pekerjaan pompa Booster Packaged 2 Pompa Alternate system 2.00 set - Kapasitas : 10m3/jam - Head : 38 m - Daya : 1,9 kW / 380 V - Type : Centrigfugal end suction - Model : Centrigfugal end suction - Such / Dis : 1,5" x 1,5" - Material : Cassing/Impeller/Saft : CI/BR/SS, /Gland Packing - Panel kontrol (1 Panel 2 Pompa) Power : 2 x 1,9 kW x 3 Phase-380V, 2 Poles, 50 Hz Valve dan aksesoris 60,000.00 Installasi kabel elektroda dg kabel NYYHY 3 x1,5 mm dalam HI PVC 2 172.00 m' 3,000,000.00 Header 3" dg pipa GIP lengkap dengan material bantu dan supporting 1.00 set 507,500.00 Gate valve dia.2" 9.00 unit 475,000.00 Check Valve dia 2" 2.00 unit 270,000.00 Foot Valve dia. 1,5 " 2.00 unit 48,000.00 Pipa drain PVC-AW dia.2" 8.00 m' B. LANTAI -BASEMENT Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a ZONE - A 81,000.00 Pipa PPR PN 10 Ø 1'' 8.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 16.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 22.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' ZONE - B 81,000.00 Pipa PPR PN 10 Ø 1'' 8.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 16.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 22.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' C. LANTAI -1 Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a ZONE - A 81,000.00 Pipa PPR PN 10 Ø 1'' 24.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' ZONE - B 81,000.00 Pipa PPR PN 10 Ø 1'' 16.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' D. LANTAI -2 Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a ZONE - A 81,000.00 Pipa PPR PN 10 Ø 1'' 36.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' ZONE - B 81,000.00 Pipa PPR PN 10 Ø 1'' 28.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' E. LANTAI -3 Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a ZONE - A 81,000.00 Pipa PPR PN 10 Ø 1'' 36.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' ZONE - B 81,000.00 Pipa PPR PN 10 Ø 1'' 28.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' F. LANTAI -4 Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a ZONE - A 81,000.00 Pipa PPR PN 10 Ø 1'' 36.00 m' 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' MACAM PEKERJAAN
VOLUME
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
500,000.00 42,000,000.00
5,000,000.00 60,000,000.00
10,320,000.00 3,000,000.00 4,567,500.00 950,000.00 540,000.00 384,000.00
648,000.00 720,000.00 739,200.00 250,000.00 648,000.00 720,000.00 739,200.00 250,000.00 -
1,944,000.00 1,260,000.00 1,201,200.00 250,000.00 1,296,000.00 1,260,000.00 1,201,200.00 250,000.00 -
2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 -
2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 -
2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 -
-
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
1.00 2.00 1.00 2.00 172.00 1.00 9.00 2.00 2.00 8.00
-
8.00 16.00 22.40 1.00 8.00 16.00 22.40 1.00 24.00 28.00 36.40 1.00 16.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00 28.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00 28.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00 -
m
unit unit
ls set
m' set unit unit unit m'
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m' m' m' bh
m Page 58
CCO HARGA SATUAN (Rp) 500,000.00 21,000,000.00 5,000,000.00 30,000,000.00 60,000.00 3,000,000.00 507,500.00 475,000.00 270,000.00 48,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 81,000.00 45,000.00 33,000.00 250,000.00 -
JUMLAH HARGA (Rp) 500,000.00 42,000,000.00 5,000,000.00 60,000,000.00 10,320,000.00 3,000,000.00 4,567,500.00 950,000.00 540,000.00 384,000.00 648,000.00 720,000.00 739,200.00 250,000.00 648,000.00 720,000.00 739,200.00 250,000.00 1,944,000.00 1,260,000.00 1,201,200.00 250,000.00 1,296,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 500,000.00 2.00 42,000,000.00 1.00 5,000,000.00 2.00 60,000,000.00 172.00 10,320,000.00 1.00 3,000,000.00 9.00 4,567,500.00 2.00 950,000.00 2.00 540,000.00 8.00 384,000.00
VOLUME -
8.00 16.00 22.40 1.00 8.00 16.00 22.40 1.00 24.00 28.00 36.40 1.00 16.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00 28.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00 28.00 28.00 36.40 1.00 36.00 28.00 36.40 1.00
648,000.00 720,000.00 739,200.00 250,000.00 648,000.00 720,000.00 739,200.00 250,000.00 1,944,000.00 1,260,000.00 1,201,200.00 250,000.00 1,296,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00 2,268,000.00 1,260,000.00 1,201,200.00 250,000.00 2,916,000.00 1,260,000.00 1,201,200.00 250,000.00
NO 2 3 4
1 2
1 2 3
KONTRAK HARGA SATUAN (Rp) 45,000.00 Pipa PPR PN 10 Ø 3/4'' 28.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 36.40 m' 250,000.00 Valve- Valve 1.00 bh - Gate Valve Ø 1'' G. PIPA DISTRIBUSI DAN RISER Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a 230,000.00 Pipa PPR PN 10 Ø 2'' (Pipa transfer dari Pump room ke rooftank) 172.00 m' 150,000.00 Pipa PPR PN 10 Ø 1 1/2'' 76.00 m' H. PIPA PENYIRAMAN TAMAN FASADE Pengadaan dan pemasangan pipa air bersih dg pipa PPR PN 10 lengkap terpasang beserta a 45,000.00 Pipa PPR PN 10 Ø 3/4'' 48.00 m' 33,000.00 Pipa PPR PN 10 Ø 1/2'' 64.00 m' Valve- Valve 215,000.00 - Gate Valve Ø 3/4'' 2.00 bh 180,000.00 - Gate Valve Ø 1/2'' 3.00 bh MACAM PEKERJAAN
VOLUME
JUMLAH HARGA (Rp) 1,260,000.00 1,201,200.00 250,000.00 -
39,560,000.00 11,400,000.00 -
2,160,000.00 2,112,000.00 430,000.00 540,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
337,659,500.00 XXI PEKERJAAN PENGADAAN AIR BEKAS, AIR KOTOR DAN AIR HUJAN
1
A. SISTEM DISTRIBUSI AIR BEKAS,AIR KOTOR DAN AIR HUJAN Pengolahan Air Limbah SEWAGE TREATMENT PLANT (STP) - Ukuran : Sesuai gambar perencana - Type : Extended Aeration - Kapasitas : 20 m3/hari
2.00 set
85,000,000.00 -
170,000,000.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
28.00 36.40 1.00 172.00 76.00 48.00 64.00 2.00 3.00
m' m' bh
m' m'
m' m' bh bh
CCO HARGA SATUAN (Rp) 45,000.00 33,000.00 250,000.00 230,000.00 150,000.00 45,000.00 33,000.00 215,000.00 180,000.00
-
-
-
Page 59
JUMLAH HARGA (Rp) 1,260,000.00 1,201,200.00 250,000.00 39,560,000.00 11,400,000.00 2,160,000.00 2,112,000.00 430,000.00 540,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
85,000,000.00 -
170,000,000.00 -
-
337,659,500.00 2.00 set -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
CCO II cek JUMLAH HARGA timpang (Rp) 28.00 1,260,000.00 36.40 1,201,200.00 1.00 250,000.00 172.00 39,560,000.00 76.00 11,400,000.00 48.00 2,160,000.00 64.00 2,112,000.00 2.00 430,000.00 3.00 540,000.00 -
VOLUME -
-
-
-
337,659,500.00 2.00 -
170,000,000.00 -
KONTRAK HARGA SATUAN (Rp) 5,500,000.00 2 Pengolahan Air Limbah Basement 1.00 set Biotank - Ukuran : Sesuai gambar perencana - Kapasitas : 2 m3/hari 2,500,000.00 3 Pondasi Dudukan STP 1.00 ls 4,350,000.00 4 Bak Sumpit Kapasitas 2 m3 1.00 unit 1,305,000.00 5 Sumur Resapan + tutup besi cor tipe engsel 26.00 unit 20,300,000.00 6 Pompa Sumpit Terdiri dari 2 Pompa Alternate system 3.00 set Kapasitas 5,5 liter/detik Total Head 11 meter Power 2,2 kW x 3 Phase-380V,2 Poles, 50 Hz 8,700,000.00 7 Panel Kontrol (1Panel 2 Pompa) 3.00 unit Power : 2 x 2,2 kW x 3 Phase-380V,2 Poles, 50 Hz B. LANTAI -BASEMENT Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 84.00 m' 133,278.00 2 - dia. 3 inch 80.00 m' 59,921.00 3 - dia. 2 inch 36.00 m' Floor Drain Stainless Steel : 290,000.00 4 - dia. 3 inch 2.00 bh Floor Clean Out Stainless Steel 335,000.00 5 - dia. 4 inch 2.00 bh C. LANTAI -1 Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 18.00 m' 133,278.00 2 - dia. 3 inch 36.00 m' 59,921.00 3 - dia. 2 inch 28.00 m' Floor Drain Stainless Steel : 290,000.00 4 - dia. 3 inch 2.00 bh Floor Clean Out Stainless Steel 335,000.00 5 - dia. 4 inch 2.00 bh D. LANTAI -2 Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 18.00 m' 133,278.00 2 - dia. 3 inch 36.00 m' 59,921.00 3 - dia. 2 inch 28.00 m' Floor Drain Stainless Steel : 290,000.00 4 - dia. 3 inch 2.00 bh Floor Clean Out Stainless Steel 335,000.00 5 - dia. 4 inch 2.00 bh E. LANTAI -3 Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 18.00 m' 133,278.00 2 - dia. 3 inch 36.00 m' 59,921.00 3 - dia. 2 inch 28.00 m' Floor Drain Stainless Steel : 290,000.00 4 - dia. 3 inch 2.00 bh Floor Clean Out Stainless Steel 335,000.00 5 - dia. 4 inch 2.00 bh F. LANTAI -4 Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 47.00 m' 133,278.00 2 - dia. 3 inch 43.00 m' 59,921.00 3 - dia. 2 inch 28.00 m' Floor Drain Stainless Steel : 290,000.00 4 - dia. 3 inch 2.00 bh Floor Clean Out Stainless Steel 335,000.00 5 - dia. 4 inch 2.00 bh G. SAFT Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 194,912.00 1 - dia. 4 inch 48.00 m' 133,278.00 2 - dia. 3 inch 48.00 m' 59,921.00 3 - dia. 2 inch 52.00 m' H. DRAINASE TAMAN FASADE Instalasi Pipa Air Bekas, Air Kotor, Vent dengan Pipa PVC Type AW dan Accecories termasuk 67,921.00 2 - dia. 2 inch perforated 64.00 m' 59,921.00 3 - dia. 2 inch 38.00 m' I. INSTALLASI PIPA AIR HUJAN Instalasi Pipa Air Hujan dengan Pipa PVC Type AW dan Accecories termasuk galian, bobokan, 194,912.00 1 - dia. 4 inch 672.00 m' 290,000.00 2 Roof drain dia 4 inch 24.00 bh XXII PEKERJAAN SYSTEM PEMADAM KEBAKARAN (HYDRANT SPRINKLER) A. PERALATAN UTAMA 361,920,000.00 1 Diesel Hydrant Pump 1.00 set Type : CENTRIFUGAL END SUCTION Kapasitas : 750 GPM ; 100 Meter Daya Engine: 166 KW Lengkap dengan perlengkapan engine, pemipaan dan tangki bahan bakar dll 20,358,000.00 Panel kontrol Pompa Diesel 24 V NFPA STD 1.00 set 139,300,000.00 2 Electric Hydrant Pump 1.00 set Type : CENTRIFUGAL END SUCTION Kapasitas : 750 GPM ; 100 Meter Penggerak : Elektrik Motor Daya : 132 KW x 3 phase - 380 Volt, 2 poles, 50 Hz 15,834,000.00 Panel kontrol Pompa Elektrik 132 kW NFPA STD 1.00 set 69,330,000.00 3 Pompa Jockey 1.00 set Type : VERTICAL MULTI STAGE Kapasitas : 25 USGPM ; 110 Meter Daya : 4 kW x 3 phase - 380 Volt, 2 Poles, 50 Hz 25,310,000.00 Panel kontrol Pompa Jockey 4 kW NFPA STD 1.00 set M M m NO
MACAM PEKERJAAN
VOLUME
JUMLAH HARGA (Rp) 5,500,000.00 2,500,000.00 4,350,000.00 33,930,000.00 60,900,000.00 26,100,000.00 -
16,372,608.00 10,662,240.00 2,157,156.00 580,000.00 670,000.00 -
3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 -
3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 -
3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 -
9,160,864.00 5,730,954.00 1,677,788.00 580,000.00 670,000.00 9,355,776.00 6,397,344.00 3,115,892.00 -
4,346,944.00 2,276,998.00 -
130,980,864.00 6,960,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
-
42.00 40.00 18.00 -
-
-
-
548,678,064.00
361,920,000.00 20,358,000.00 139,300,000.00 15,834,000.00 69,330,000.00 25,310,000.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) 13.00 16,965,000.00 1.00 20,300,000.00 1.00 8,700,000.00 -
VOLUME
-
8,186,304.00 5,331,120.00 1,078,578.00 -
VOLUME 1.00 1.00 1.00 13.00 2.00 2.00 42.00 40.00 18.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 47.00 43.00 28.00 2.00 2.00 48.00 48.00 52.00 64.00 38.00 672.00 24.00
set
ls unit unit set
unit
m' m' m' bh bh
m' m' m' bh bh
m' m' m' bh bh
m' m' m' bh bh
m' m' m' bh bh
m' m' m'
m' m'
m' bh
60,561,002.00 -
Page 60
1.00 1.00 1.00 1.00 1.00 -
set
set set
set set
CCO HARGA SATUAN (Rp) 5,500,000.00 2,500,000.00 4,350,000.00 1,305,000.00 20,300,000.00 8,700,000.00 194,912.00 133,278.00 59,921.00 290,000.00 335,000.00 194,912.00 133,278.00 59,921.00 290,000.00 335,000.00 194,912.00 133,278.00 59,921.00 290,000.00 335,000.00 194,912.00 133,278.00 59,921.00 290,000.00 335,000.00 194,912.00 133,278.00 59,921.00 290,000.00 335,000.00 194,912.00 133,278.00 59,921.00 67,921.00 59,921.00 194,912.00 290,000.00 361,920,000.00 20,358,000.00 139,300,000.00 15,834,000.00 69,330,000.00 -
JUMLAH HARGA (Rp) 5,500,000.00 2,500,000.00 4,350,000.00 16,965,000.00 40,600,000.00 17,400,000.00 8,186,304.00 5,331,120.00 1,078,578.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 9,160,864.00 5,730,954.00 1,677,788.00 580,000.00 670,000.00 9,355,776.00 6,397,344.00 3,115,892.00 4,346,944.00 2,276,998.00 130,980,864.00 6,960,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
-
-
-
-
-
-
488,117,062.00 361,920,000.00 20,358,000.00 139,300,000.00 15,834,000.00 69,330,000.00 -
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 5,500,000.00 1.00 2,500,000.00 1.00 4,350,000.00 13.00 16,965,000.00 2.00 40,600,000.00 2.00 17,400,000.00 -
42.00 40.00 18.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 18.00 36.00 28.00 2.00 2.00 47.00 43.00 28.00 2.00 2.00 48.00 48.00 52.00 64.00 38.00 672.00 24.00
-
8,186,304.00 5,331,120.00 1,078,578.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 3,508,416.00 4,798,008.00 1,677,788.00 580,000.00 670,000.00 9,160,864.00 5,730,954.00 1,677,788.00 580,000.00 670,000.00 9,355,776.00 6,397,344.00 3,115,892.00 4,346,944.00 2,276,998.00 130,980,864.00 6,960,000.00 -
488,117,062.00 1.00 1.00 1.00 1.00 1.00 -
361,920,000.00 20,358,000.00 139,300,000.00 15,834,000.00 69,330,000.00 -
NO
5 6 7
8 9
10
11
12
13
MACAM PEKERJAAN 1 Unit Model J-1 Alarm Valve Trim size 6 " 1 Unit Model F 2 Water Motor Alarm OS & Y Gate Valve UL, FM Handwhell,Flanged,Cast Iron, Resilient Wedge Awwa 200 Psi ( 17 Bar )Epoxy Pressure Reducing Valve ( PRV) Flange JIS 10 K 6" Safety Valve Type Flange JIS 10 K Size 4 " Pressure Tank Capacity : 500 Ltr Press 10 Kg/m2 Header Pipa dia. 10 " lengkap dengan material bantu dan suporting Foot Valve Size dia 5" Size dia 2" Strainer Flange JIS 10 K dia 5" dia 2" Flexible Joint dia 5" dia 4" dia 2" Check Valve Flange JIS 16 K dia 4" dia 2" Gate Valve flange JIS 16 K dia 6" dia 5" dia 4" dia 2"
VOLUME
1.00 bh 1.00 bh 1.00 bh
1.00 set 2.00 bh 1.00 bh 2.00 bh 1.00 bh 2.00 bh 2.00 bh 2.00 bh 2.00 bh 1.00 bh 1.00 2.00 6.00 3.00
bh bh bh bh
KONTRAK HARGA SATUAN (Rp) 29,406,000.00 25,310,000.00 9,048,000.00 6,786,000.00 1,500,000.00 2,531,000.00 3,845,400.00 1,583,400.00 2,035,800.00 1,809,600.00 1,583,400.00 6,933,000.00 1,583,400.00 10,741,000.00 3,845,400.00 6,933,000.00 1,583,400.00
JUMLAH HARGA (Rp) 29,406,000.00 25,310,000.00 9,048,000.00 6,786,000.00 3,000,000.00 2,531,000.00 7,690,800.00 1,583,400.00 4,071,600.00 3,619,200.00 3,166,800.00 13,866,000.00 1,583,400.00 10,741,000.00 7,690,800.00 41,598,000.00 4,750,200.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 61
1.00 1.00 1.00 1.00 2.00 1.00 2.00 1.00 2.00 2.00 2.00 2.00 1.00 1.00 2.00 6.00 3.00
bh bh bh
set bh bh bh bh bh bh bh bh bh bh bh bh bh
CCO HARGA SATUAN (Rp) 29,406,000.00 25,310,000.00 9,048,000.00 6,786,000.00 1,500,000.00 2,531,000.00 3,845,400.00 1,583,400.00 2,035,800.00 1,809,600.00 1,583,400.00 6,933,000.00 1,583,400.00 10,741,000.00 3,845,400.00 6,933,000.00 1,583,400.00
JUMLAH HARGA (Rp) 29,406,000.00 25,310,000.00 9,048,000.00 6,786,000.00 3,000,000.00 2,531,000.00 7,690,800.00 1,583,400.00 4,071,600.00 3,619,200.00 3,166,800.00 13,866,000.00 1,583,400.00 10,741,000.00 7,690,800.00 41,598,000.00 4,750,200.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 29,406,000.00 1.00 25,310,000.00 1.00 9,048,000.00 1.00 6,786,000.00 2.00 3,000,000.00 1.00 2,531,000.00 2.00 7,690,800.00 1.00 1,583,400.00 2.00 4,071,600.00 2.00 3,619,200.00 2.00 3,166,800.00 2.00 13,866,000.00 1.00 1,583,400.00 1.00 10,741,000.00 2.00 7,690,800.00 6.00 41,598,000.00 3.00 4,750,200.00
NO
MACAM PEKERJAAN
14 Pressure Gauge 15 Pressure Switch 16 Installasi pemipaan dalam ruang pompa 17 Fitting dan spporting
1 3 4 5
6 7
1 2 3
4 5
6 7 8 9 10 11 12 13 14 15 15 16
1 2 3
4 5
6 7 8 9 10 11 12 13 14 15 16 17
VOLUME 3.00 3.00 1.00 1.00
B. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA LANDSCAPE Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 4 inch 238.00 Gate Valve flange JIS 16 K - dia. 4 inch 4.00 Check Valve Flange JIS 16 K - dia. 4 inch 1.00 Hydrant Box Outdoor Type C complete with : 4.00 - Hydrant Box Outdoor C plat 1,2mm, powder coating 95x66x20cm - Fire Hose TPU c/w MC 2,5"x30mtr / 13 Bar - Hose Nozzle 2,5" / MC Hydrant Pillar Two Ways c/w Drat Coupling 4"x2,5"x2,5" / H-14AP 4.00 Siammesse Connection S7 c/w VDH Coupling 4"x2,5"x2,5" 1.00 C. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA BASEMENT Installasi Hydrant system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 4 inch 12.00 - dia. 2,5 inch 4.00 Hydrant Box Indoor Type B complete with : 1.00 - Hydrant Box Indoor B plat 1,2mm, powder coating 125x75x18cm - Fire Hose TPU c/w MC 1,5"x30mtr / 13 Bar - Hose Nozzle 1,5" / MC - Hose Rack 1,5" - Chrome Hydrant Valve 2,5" / VDH / MC Gate Valve flange JIS 16 K - dia. 4 inch 1.00 Fitting supporting 1.00 Installasi Sprinkler system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 6 inch (Riser) 6.00 - dia. 4 inch 32.00 - dia. 3 inch 22.00 - dia. 2,5 inch 12.00 - dia. 1,5 inch 18.00 - dia. 1 inch 49.00 - dia. 3/4 inch 28.00 - dia. 1/2 inch 30.00 Branch control valve set 4 " 1.00 Head sprinkler 30.00 F E Dry Powder 3,5 KG 3.00 Fitting supporting 1.00
D. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA LANTAI 1 Installasi Hydrant system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 4 inch 12.00 - dia. 2,5 inch 4.00 Hydrant Box Indoor Type B complete with : 1.00 - Hydrant Box Indoor B plat 1,2mm, powder coating 125x75x18cm - Fire Hose TPU c/w MC 1,5"x30mtr / 13 Bar - Hose Nozzle 1,5" / MC - Hose Rack 1,5" - Chrome Hydrant Valve 2,5" / VDH / MC Gate Valve flange JIS 16 K - dia. 4 inch 1.00 Fitting supporting 1.00 Installasi Sprinkler system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 6 inch (Riser) 6.00 - dia. 4 inch 32.00 - dia. 3 inch 22.00 - dia. 2,5 inch 12.00 - dia. 1,5 inch 18.00 - dia. 1 inch 49.00 - dia. 3/4 inch 28.00 - dia. 1/2 inch 34.00 Branch control valve set 4 " 1.00 Head sprinkler 34.00 F E Dry Powder 3,5 KG 8.00 Fitting supporting 1.00
E. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA LANTAI 2 Installasi Hydrant system Instalasi Pipa HIdran (Black Steel Schedule. 40) 1 - dia. 4 inch 12.00 2 - dia. 2,5 inch 4.00 3 Hydrant Box Indoor Type B complete with : 1.00 - Hydrant Box Indoor B plat 1,2mm, powder coating 125x75x18cm - Fire Hose TPU c/w MC 1,5"x30mtr / 13 Bar - Hose Nozzle 1,5" / MC - Hose Rack 1,5" - Chrome Hydrant Valve 2,5" / VDH / MC Gate Valve flange JIS 16 K 4 - dia. 4 inch 1.00 5 Fitting supporting 1.00 Installasi Sprinkler system Instalasi Pipa HIdran (Black Steel Schedule. 40) 6 - dia. 6 inch (Riser) 6.00 7 - dia. 4 inch 32.00 8 - dia. 3 inch 22.00 9 - dia. 2,5 inch 12.00 10 - dia. 1,5 inch 18.00 11 - dia. 1 inch 49.00
bh bh ls ls
m' unit unit unit
unit unit
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m m
KONTRAK HARGA SATUAN (Rp) 2,531,000.00 1,500,000.00 6,786,000.00 10,741,000.00 426,200.00 6,933,000.00 3,619,200.00 4,297,800.00 6,933,000.00 3,166,800.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00
JUMLAH HARGA (Rp) 7,593,000.00 4,500,000.00 6,786,000.00 10,741,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
101,435,600.00 27,732,000.00 3,619,200.00 17,191,200.00 27,732,000.00 3,166,800.00 -
5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,696,500.00 3,845,400.00 2,035,800.00 3,222,300.00 1,500,000.00
-
-
5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00
41.84 -
-
-
-
-
-
-
-
VOLUME -
3.00 3.00 1.00 1.00
bh bh ls ls
-
-
-
5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,922,700.00 3,845,400.00 2,307,240.00 8,592,800.00 1,500,000.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
17,830,162.24 -
Page 62
196.16 4.00 1.00 4.00 4.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00 30.00 1.00 30.00 3.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00 34.00 1.00 34.00 8.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00
m' unit unit unit
unit unit
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m m
CCO HARGA SATUAN (Rp) 2,531,000.00 1,500,000.00 6,786,000.00 10,741,000.00 426,200.00 6,933,000.00 3,619,200.00 4,297,800.00 6,933,000.00 3,166,800.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00
JUMLAH HARGA (Rp) 7,593,000.00 4,500,000.00 6,786,000.00 10,741,000.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
83,605,437.76 27,732,000.00 3,619,200.00 17,191,200.00 27,732,000.00 3,166,800.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,696,500.00 3,845,400.00 2,035,800.00 3,222,300.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,922,700.00 3,845,400.00 2,307,240.00 8,592,800.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 3.00 7,593,000.00 3.00 4,500,000.00 1.00 6,786,000.00 1.00 10,741,000.00
-
-
VOLUME
-
196.16 4.00 1.00 4.00 4.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00 30.00 1.00 30.00 3.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00 34.00 1.00 34.00 8.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00
83,605,437.76 27,732,000.00 3,619,200.00 17,191,200.00 27,732,000.00 3,166,800.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,696,500.00 3,845,400.00 2,035,800.00 3,222,300.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,922,700.00 3,845,400.00 2,307,240.00 8,592,800.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00
NO
MACAM PEKERJAAN
15 Head sprinkler 15 F E Dry Powder 3,5 KG 16 Fitting supporting
VOLUME 38.00 unit 8.00 unit 1.00 ls
F. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA LANTAI 3 Installasi Hydrant system Instalasi Pipa HIdran (Black Steel Schedule. 40) 1 - dia. 4 inch 12.00 2 - dia. 2,5 inch 4.00 3 Hydrant Box Indoor Type B complete with : 1.00 - Hydrant Box Indoor B plat 1,2mm, powder coating 125x75x18cm - Fire Hose TPU c/w MC 1,5"x30mtr / 13 Bar - Hose Nozzle 1,5" / MC - Hose Rack 1,5" - Chrome Hydrant Valve 2,5" / VDH / MC Gate Valve flange JIS 16 K 4 - dia. 4 inch 1.00 5 Fitting supporting 1.00 Installasi Sprinkler system Instalasi Pipa HIdran (Black Steel Schedule. 40) 6 - dia. 6 inch (Riser) 6.00 7 - dia. 4 inch 32.00 8 - dia. 3 inch 22.00 9 - dia. 2,5 inch 12.00 10 - dia. 1,5 inch 18.00 11 - dia. 1 inch 49.00 12 - dia. 3/4 inch 28.00
m' m' unit
unit ls
m' m' m' m' m' m' m'
KONTRAK HARGA SATUAN (Rp) 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00
JUMLAH HARGA (Rp) 2,578,680.00 8,592,800.00 1,500,000.00 -
5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
Page 63
38.00 8.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00
unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m'
CCO HARGA SATUAN (Rp) 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00
JUMLAH HARGA (Rp) 2,578,680.00 8,592,800.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
CCO II cek JUMLAH HARGA timpang (Rp) 38.00 2,578,680.00 8.00 8,592,800.00 1.00 1,500,000.00 12.00 5,114,400.00 4.00 1,012,400.00 1.00 4,071,600.00 1.00 6,933,000.00 1.00 1,583,400.00 6.00 4,159,800.00 32.00 13,638,400.00 22.00 7,934,300.00 12.00 3,037,200.00 18.00 2,126,304.00 49.00 4,216,842.00 28.00 1,900,080.00
NO
MACAM PEKERJAAN
13 - dia. 1/2 inch 14 Branch control valve set 4 " 15 Head sprinkler 15 F E Dry Powder 3,5 KG 16 Fitting supporting
1 2 3
4 5
6 7 8 9 10 11 12 13 14 15 15 16
VOLUME 38.00 1.00 38.00 7.00 1.00
G. INSTALLASI PEMIPAAN HYDRAN SPRINKLER AREA LANTAI 4 Installasi Hydrant system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 4 inch 12.00 - dia. 2,5 inch 4.00 Hydrant Box Indoor Type B complete with : 1.00 - Hydrant Box Indoor B plat 1,2mm, powder coating 125x75x18cm - Fire Hose TPU c/w MC 1,5"x30mtr / 13 Bar - Hose Nozzle 1,5" / MC - Hose Rack 1,5" - Chrome Hydrant Valve 2,5" / VDH / MC Gate Valve flange JIS 16 K - dia. 4 inch 1.00 Fitting supporting 1.00 Installasi Sprinkler system Instalasi Pipa HIdran (Black Steel Schedule. 40) - dia. 6 inch (Riser) 6.00 - dia. 4 inch 32.00 - dia. 3 inch 22.00 - dia. 2,5 inch 12.00 - dia. 1,5 inch 18.00 - dia. 1 inch 49.00 - dia. 3/4 inch 28.00 - dia. 1/2 inch 19.00 Branch control valve set 4 " 1.00 Head sprinkler 19.00 F E Dry Powder 3,5 KG 6.00 Fitting supporting 1.00
m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
KONTRAK HARGA SATUAN (Rp) 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00
JUMLAH HARGA (Rp) 2,148,900.00 3,845,400.00 2,578,680.00 7,518,700.00 1,500,000.00 -
5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,074,450.00 3,845,400.00 1,289,340.00 6,444,600.00 1,500,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
1,407,915,020.00
D
PEKERJAAN SARANA DAN PRASARANA
A. I
PEKERJAAN POS JAGA PEKERJAAN TANAH
II
-
1 Rabat beton mutu f'c = 7,4 Mpa (K100) bawah lantai 2 Rabat beton mutu f'c = 7,4 Mpa (K100) bawah footplate 3 Beton footplate 800x800x200 Beton mutu K300 slum + 12 Besi beton Begesteng pas. Bataco
1.38 m3 0.18 m3
758,267.00 758,267.00
1,044,986.71 135,881.45
0.51 m3 207.95 kg 2.56 m2
481,149.95 3,234,746.21 314,306.56
3 Beton Soof 150x250 Beton mutu K300 slum + 12 Besi beton Begesting
939,746.00 15,555.50 122,776.00 -
-
0.72 m3 141.60 kg 9.55 m2
939,746.00 15,555.50 120,273.00 -
673,093.07 2,202,734.41 1,148,607.15
-
1 Galian tanah pondasi footplate 2 Galian tanah pondasi stall 3 Urug pasir bawah pondasi 4 Urug pasir bawah lantai 5 Urug tanah kembali bekas galian 6 Urug tanah peninggian pile lantai
12.78 19.10 2.57 2.76 18.20 2.40
m3 m3 m3 m3 m3 m3
83,662.00 68,506.00 199,002.00 199,002.00 22,835.00 22,835.00 JUMLAH
1,069,160.20 1,308,464.60 510,511.77 548,499.26 415,686.01 54,804.00 3,907,125.85
PEKERJAAN BETON
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME -
38.00 1.00 38.00 7.00 1.00 12.00 4.00 1.00 1.00 1.00 6.00 32.00 22.00 12.00 18.00 49.00 28.00 19.00 1.00 19.00 6.00 1.00 -
m' set unit unit ls
m' m' unit
unit ls
m' m' m' m' m' m' m' m' set unit unit ls
CCO HARGA SATUAN (Rp) 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00 426,200.00 253,100.00 4,071,600.00 6,933,000.00 1,583,400.00 693,300.00 426,200.00 360,650.00 253,100.00 118,128.00 86,058.00 67,860.00 56,550.00 3,845,400.00 67,860.00 1,074,100.00 1,500,000.00
17,830,162.24
-
12.78 12.78 0.18 0.51 207.95 2.56
-
-
-
1,069,160.20224 1,069,160.20 135,881.44640 481,149.95200 3,234,746.20775 314,306.56000
-
Page 64
JUMLAH HARGA (Rp) 2,148,900.00 3,845,400.00 2,578,680.00 7,518,700.00 1,500,000.00 5,114,400.00 1,012,400.00 4,071,600.00 6,933,000.00 1,583,400.00 4,159,800.00 13,638,400.00 7,934,300.00 3,037,200.00 2,126,304.00 4,216,842.00 1,900,080.00 1,074,450.00 3,845,400.00 1,289,340.00 6,444,600.00 1,500,000.00 -
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
1,390,084,857.76
19.10 2.57 2.76 18.20 2.40
m3 m3 m3 m3 m3 m3
83,662.00 68,506.00 199,002.00 199,002.00 22,835.00 22,835.00 JUMLAH
m3 m3
758,267.00 758,267.00
m3 kg m2
939,746.00 15,555.50 122,776.00 -
0.72 m3 141.60 kg 9.55 m2
939,746.00 15,555.50 120,273.00 -
1.38 -
1,308,464.60 510,511.77 548,499.26 415,686.01 54,804.00 2,837,965.64 1,044,986.71 -
673,093.07 2,202,734.41 1,148,607.15
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
-
-
-
1,390,084,857.76
VOLUME
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 38.00 2,148,900.00 1.00 3,845,400.00 38.00 2,578,680.00 7.00 7,518,700.00 1.00 1,500,000.00 12.00 5,114,400.00 4.00 1,012,400.00 1.00 4,071,600.00 1.00 6,933,000.00 1.00 1,583,400.00 6.00 4,159,800.00 32.00 13,638,400.00 22.00 7,934,300.00 12.00 3,037,200.00 18.00 2,126,304.00 49.00 4,216,842.00 28.00 1,900,080.00 19.00 1,074,450.00 1.00 3,845,400.00 19.00 1,289,340.00 6.00 6,444,600.00 1.00 1,500,000.00 -
VOLUME
-
-
19.10 2.57 2.76 18.20 2.40 45.03 1.38 0.72 141.60 9.55 -
1,308,464.60 510,511.77 548,499.26 415,686.01 54,804.00 2,837,965.64 1,044,986.71 673,093.07 2,202,734.41 1,148,607.15 -
NO
MACAM PEKERJAAN 4 Beton kolom 300x300 Beton mutu K300 slum + 12 Besi beton Begesting Bongkar begesting Stutwerk 5 Kolom praktis 110x110 6 Beton balok BL 120X120 Beton mutu f'c = 14,5 Mpa (K175) Besi beton Begesting Bongkar begesting 7 Beton BA 150X250 Beton mutu K300 slum + 12 Besi beton Begesting Bongkar begesting Stutwerk 8 Beton plat dag tebal 12 cm Beton mutu K300 slum + 12 Besi beton Begesting Bongkar begesting Stutwerk
III
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
1.60 440.34 21.36 21.36 1.60 8.55
m3 kg m2 m2 m3 m'
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00 84,195.00
1,505,473.09 6,849,708.19 3,790,417.44 125,340.48 149,476.21 719,867.25
0.19 49.55 3.24 3.24
m3 kg m2 m2
939,746.00 15,555.50 181,167.00 5,868.00
182,686.62 770,730.26 586,981.08 19,012.32
0.72 158.41 12.42 12.42 0.72
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
673,093.07 2,464,182.14 2,249,188.31 72,851.22 134,842.66
3.87 289.59 32.26 32.26 3.87
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00 JUMLAH
3,638,395.79 4,504,741.52 5,725,375.86 189,325.15 688,225.97 44,275,420.15
PEKERJAAN PASANGAN DAN PLESTERAN 1 Pasangan batu kali pondasi stall 1pc:5ps 2 Pasangan 1/2 batu bata tasram 1pc:3ps 3 Pasangan 1/2 batu bata 1pc:5ps 4 Plesteran 1/2 batu bata tasram 1pc:3ps 5 Plesteran 1/2 batu bata biasa 1pc:5ps 6 Acian dinding batu bata 7 Acian beton 8 Sponengan 1pc : 2ps 9 Tali air dinding
IV
PEKERJAAN LANTAI
1 2 3 4 5 6
Lantai keramik 300x300 unpolish Lantai keramik 300x300 polish Lantai keramik 200x200 pada km/wc Dinding keramik 250x250 pada km/wc Border keramik km/wc Plin dinding 100x300
8.80 14.26 28.64 28.52 57.28 85.80 32.26 145.22 48.84
m3 m2 m2 m2 m2 m2 m2 m' m'
700,280.00 112,348.00 107,523.00 56,901.00 54,278.00 32,720.00 32,720.00 51,029.00 51,029.00 JUMLAH
6,164,697.89 1,602,082.48 3,079,458.72 1,622,816.52 3,109,043.84 2,807,376.00 1,055,678.08 7,410,431.38 2,492,256.36 29,343,841.27
11.56 13.75 2.25 10.60 5.30 14.50
m2 m2 m2 m2 m' m'
123,017.00 123,017.00 187,473.00 226,684.00 62,620.00 62,620.00 JUMLAH
1,422,384.06 1,691,483.75 421,814.25 2,402,850.40 331,886.00 907,990.00 7,178,408.46
1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit
3,543,048.00 3,286,254.00 4,654,186.00 3,793,200.00 2,254,629.00 JUMLAH
3,543,048.00 3,286,254.00 4,654,186.00 3,793,200.00 2,254,629.00 17,531,317.00
27.56 m2 27.56 m2 19.00 m'
69,419.00 43,497.00 22,390.00 JUMLAH
1,913,361.19 1,198,886.06 425,410.00 3,537,657.25
V PEKERJAAN KUSEN PINTU DAN JENDELA 1 Kusen dan daun pintu (P.1) lengkap penggantung&pengunci 2 Kusen dan daun pintu (P.2) lengkap penggantung&pengunci 3 Kusen dan daun jendela (J1) lengkap penggantung&pengunci 4 Kusen dan daun jendela (J2) 5 Kusen dan daun jendelaboven (BV) VI
PEKERJAAN PLAFOND 1 Rangka plafon besi hollow dan penggantung 2 Plafond GRC 6 mm 3 List plafond gypsum C7
VII
PEKERJAAN PENGECATAN 1 Cat dinding dan beton kolom luar dan dalam " wheater shield " 2 Lapis waterproofing 3 Coating batu pecah
54.43 m2 32.26 m2 20.78 m2
31,542.00 46,894.00 55,192.00 JUMLAH
1,716,673.35 1,512,988.02 1,146,613.80 4,376,275.17
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME -
VOLUME -
-
-
-
-
10.60 5.30 14.50
-
-
-
-
-
-
-
VOLUME
4,166,084.17 2,402,850.40000 331,886.00000 907,990.00000 3,642,726.40 -
Page 65
1.60 440.34 21.36 21.36 1.60 8.55 0.19 49.55 3.24 3.24 0.72 158.41 12.42 12.42 0.72 3.87 289.59 32.26 32.26 3.87 8.80 14.26 28.64 28.52 57.28 85.80 32.26 145.22 48.84
CCO HARGA SATUAN (Rp)
m3 kg m2 m2 m3 m'
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00 84,195.00
m3 kg m2 m2
939,746.00 15,555.50 181,167.00 5,868.00
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00 JUMLAH
m3 m2 m2 m2 m2 m2 m2 m' m'
700,280.00 112,348.00 107,523.00 56,901.00 54,278.00 32,720.00 32,720.00 51,029.00 51,029.00 JUMLAH
11.56 13.75 2.25 -
m2 m2 m2 m2 m' m'
123,017.00 123,017.00 187,473.00 226,684.00 62,620.00 62,620.00 JUMLAH
1.00 1.00 1.00 1.00 1.00
unit unit unit unit unit
3,543,048.00 3,286,254.00 4,654,186.00 3,793,200.00 2,254,629.00 JUMLAH
27.56 m2 27.56 m2 19.00 m' 54.43 m2 32.26 m2 20.78 m2
69,419.00 43,497.00 22,390.00 JUMLAH
31,542.00 46,894.00 55,192.00 JUMLAH
JUMLAH HARGA (Rp) 1,505,473.09 6,849,708.19 3,790,417.44 125,340.48 149,476.21 719,867.25 182,686.62 770,730.26 586,981.08 19,012.32 673,093.07 2,464,182.14 2,249,188.31 72,851.22 134,842.66 3,638,395.79 4,504,741.52 5,725,375.86 189,325.15 688,225.97 40,109,335.98 6,164,697.89 1,602,082.48 3,079,458.72 1,622,816.52 3,109,043.84 2,807,376.00 1,055,678.08 7,410,431.38 2,492,256.36 29,343,841.27 1,422,384.06 1,691,483.75 421,814.25 3,535,682.06 3,543,048.00 3,286,254.00 4,654,186.00 3,793,200.00 2,254,629.00 17,531,317.00 1,913,361.19 1,198,886.06 425,410.00 3,537,657.25 1,716,673.35 1,512,988.02 1,146,613.80 4,376,275.17
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.60 1,505,473.09 440.34 6,849,708.19 21.36 3,790,417.44 21.36 125,340.48 1.60 149,476.21 8.55 719,867.25 0.19 182,686.62 49.55 770,730.26 3.24 586,981.08 3.24 19,012.32 0.72 673,093.07 158.41 2,464,182.14 12.42 2,249,188.31 12.42 72,851.22 0.72 134,842.66 3.87 3,638,395.79 289.59 4,504,741.52 32.26 5,725,375.86 32.26 189,325.15 3.87 688,225.97 40,109,335.98 8.80 6,164,697.89 14.26 1,602,082.48 28.64 3,079,458.72 28.52 1,622,816.52 57.28 3,109,043.84 85.80 2,807,376.00 32.26 1,055,678.08 145.22 7,410,431.38 48.84 2,492,256.36 29,343,841.27 11.56 1,422,384.06 13.75 1,691,483.75 2.25 421,814.25 3,535,682.06 1.00 3,543,048.00 1.00 3,286,254.00 1.00 4,654,186.00 1.00 3,793,200.00 1.00 2,254,629.00 17,531,317.00 27.56 1,913,361.19 27.56 1,198,886.06 19.00 425,410.00 3,537,657.25 54.43 1,716,673.35 32.26 1,512,988.02 20.78 1,146,613.80 4,376,275.17
VOLUME
-
-
NO
MACAM PEKERJAAN
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
VIII PEKERJAAN SANITASI 1 Pemasangan kloset jongkok 2 Kran air dia. 1/2 3 Floor drain Stainles steel
B. I
5,464,471.00 245,518.00 248,008.00 JUMLAH
5,464,471.00 245,518.00 248,008.00 5,957,997.00
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME 1.00 unit 1.00 bh 1.00 bh
CCO HARGA SATUAN (Rp)
5,464,471.00 245,518.00 248,008.00 JUMLAH
JUMLAH HARGA (Rp) 5,464,471.00 245,518.00 248,008.00 5,957,997.00
m3 m2 m2 m' m2
277,500.00 302,550.00 84,525.00 137,500.00 122,500.00 JUMLAH
48,771,457.50 39,880,552.61 6,046,224.13 8,800,000.00 3,430,000.00 106,928,234.24
10.00 Btng 557.78 23.00 1.00 20.00 156.00 4.00
m2 Btng ls Btng btg bh
1,175,000.00 32,500.00 188,500.00 1,250,000.00 550,000.00 41,500.00 115,000.00 JUMLAH
11,750,000.00 18,127,850.00 4,335,500.00 1,250,000.00 11,000,000.00 6,474,000.00 460,000.00 53,397,350.00
C. PEKERJAAN UDITCH I PEKERJAAN UDITCH 1 Galian tanah uditch 2 Urug pasir bawah uditch 3 Urug tanah kembali bekas galian 4 Balok landasan bawah uditch 150x150x300 5 Plesteran 1:5 pada sambungan utich 6 Pemasangan uditch 60x60x120+ cover 7 Galian Pondasi Penahan Tanah Uditch 8 Urugan kembali Pada Pasangan Pondasi Penahan Tanah Uditch 9 Pasangan Batu Pondasi Penahan Tanah 10 Pasangan Sloof 200x300 Beton Besi Bekisting 11 Pasangan Kolom 200x200 Beton Besi Bekisting Bongkar Bekisting Stutwerk 12 Pasangan Dinding Bata Ringan 13 Plesteran dinding bata ringan menggunakan mortar instan 14 Pasangan balok Ring 150 x 200 Beton Besi Bekisting Bongkar Bekisting Stutwerk 15 Acian beton Sloof, Kolom dan Ring balok
157.44 14.76 54.12 1.38 14.76 205.00
m3 m3 m3 m3 m2 unit
68,506.00 199,002.00 22,835.00 3,500,000.00 54,278.00 1,679,358.00
10,785,584.64 2,937,269.52 1,235,830.20 4,843,125.00 801,143.28 344,268,390.00
-
161.45 60.28 -
-
5.00 446.22 10.00 78.00 -
-
-
-
JUMLAH
-
-
78.72 7.38 27.06 0.69 7.38 102.50
223.73
44,801,443.43 18,238,611.06 63,040,054.49 5,875,000.00 14,502,280.00 5,500,000.00 3,237,000.00 29,114,280.00
5,392,792.32000 1,468,634.76000 617,915.10000 2,421,562.50000 400,571.64000 172,134,195.00
-
14.31 71.53 71.53 64.00 28.00 5.00 111.56 23.00 1.00 10.00 78.00 4.00
78.72 7.38 27.06 0.69 7.38 102.50 -
m3 m2 m2 m' m2
Btng m2 Btng ls Btng btg bh
277,500.00 302,550.00 84,525.00 137,500.00 122,500.00 JUMLAH
1,175,000.00 32,500.00 188,500.00 1,250,000.00 550,000.00 41,500.00 115,000.00 JUMLAH
m3 m3 m3 m3 m2 unit m3 m3 m3
68,506.00 199,002.00 22,835.00 3,500,000.00 54,278.00 1,679,358.00 68,506.00 22,835.00 34,571.00
-
m3 kg m2
-
m3 kg m2 m2 m3 m2 m2
939,746.00 15,555.00 122,776.00 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 133,223.00 56,144.00
-
m3 kg m2 m2 m3 m2
364,871,342.64
-
182,435,671.32
1,619,696.32 4,274,774.40 949,260.08 9,831,855.60 1,327,343.34 2,033,090.80 26,544,813.68 25,485,027.01 21,480,245.25 13,199,806.59 22,643,121.00 1,184,140.96 1,503,593.60 4,910,760.26 982,208.00 1,099,502.82 5,275,009.93 1,915,305.60
-
-
-
-
19.36 62.40 41.57 75.60 6.67 5.20 37.91 191.30 382.59 382.59 249.80 1.40 1.60 315.69 8.00 1.17 339.11 15.60
1,909,563.87 6,553,950.39 7,211,730.56 238,475.52 189,597.79 3,909,343.36 8,539,097.73 9,420,684.00 305,136.00 783,169.92
-
-
-
-
2.03 421.33 40.64 40.64 2.03 4.16 548.94 52.00 52.00 4.16
11,840,799.60 11,498,224.45 -
-
-
-
-
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 47,300.00 JUMLAH
3,970,014.07 21,641,941.55 6,046,224.13 8,800,000.00 3,430,000.00 43,888,179.75 5,875,000.00 3,625,570.00 4,335,500.00 1,250,000.00 5,500,000.00 3,237,000.00 460,000.00 24,283,070.00
-
5,392,792.32 1,468,634.76 617,915.10 2,421,562.50 400,571.64 172,134,195.00 182,435,671.32
-
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
-
175.75 131.81 71.53 64.00 28.00
PEKERJAAN TAMAN 1 Penanaman pohon perindang " ketapang kencana " diameter batang 15 ( termasuk pemupukan+tanah subur ) 2 Tanaman rumput gajah mini ( termasuk pemupukan+tanah subur ) 3 Tanaman angsana tinggi 2 m dia 10 cm ( termasuk pemupukan+tanah s 4 Tanaman hias merambat pada dinding ( termasuk pemupukan+tanah su 5 Penanaman tanaman hias " palem botol " dia.20 cm (termasuk pemupu 6 Penanaman tanaman hias " melati holand " ( termasuk pemupukan+tan 7 Kran air tanaman
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
PEKERJAAN LANSCAPE DAN PERKERASAN HALAMAN PEKERJAAN PAVING BLOCK DAN KANSTEEN BETON 1 Lapis pondasi bawah, tebal 20 cm 2 Lapis pondasi atas, tebal 15 cm 3 Aspal hotmix HRS-WC, tebal 3 cm 4 Pemasangan kansteen beton pabrikasi finishing cat 5 Garis marka parkir " termoplas "
II
1.00 unit 1.00 bh 1.00 bh
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
-
-
-
-
-
-
1,566.58 44.55 1,180.06 1.90 96.48 330.24 242.42 97.90 134.87 4.00 192.70 39.96 0.19 232.13 14.40 14.40 0.19 96.60 193.20 2.00 303.06 26.64 26.64 2.00 80.40 4,843.10
107,320,129.48 8,865,340.10 26,946,624.43 6,666,012.50 5,236,632.88 554,593,984.85 16,607,498.54 2,235,592.17 4,662,417.92 3,755,225.02 2,997,386.28 4,906,128.96 180,431.23 3,610,751.04 2,555,337.60 84,499.20 17,914.75 12,869,341.80 10,847,020.80 1,877,612.51 4,714,036.08 4,826,288.88 156,323.52 376,147.48 3,802,920.00 786,908,678.02
-
CCO II cek JUMLAH HARGA timpang (Rp) 1.00 5,464,471.00 1.00 245,518.00 1.00 248,008.00 5,957,997.00 14.31 3,970,014.07 71.53 21,641,941.55 71.53 6,046,224.13 64.00 8,800,000.00 28.00 3,430,000.00 43,888,179.75 5.00 5,875,000.00 111.56 3,625,570.00 23.00 4,335,500.00 1.00 1,250,000.00 10.00 5,500,000.00 78.00 3,237,000.00 4.00 460,000.00 24,283,070.00 1,645.30 112,712,921.80 51.93 10,333,974.86 1,207.12 27,564,539.53 2.60 9,087,575.00 103.86 5,637,204.52 432.74 726,728,179.85 242.42 16,607,498.54 97.90 2,235,592.17 134.87 4,662,417.92 4.00 3,755,225.02 192.70 2,997,386.28 39.96 4,906,128.96 0.19 180,431.23 232.13 3,610,751.04 14.40 2,555,337.60 14.40 84,499.20 0.19 17,914.75 96.60 12,869,341.80 193.20 10,847,020.80 2.00 1,877,612.51 303.06 4,714,036.08 26.64 4,826,288.88 26.64 156,323.52 2.00 376,147.48 80.40 3,802,920.00 5,066.83 969,344,349.34
VOLUME
-
E PEKERJAAN POWER HOUSE 1 2 3 4 5 6 7 8 9 10 11 12 13
Galian tanah footplate Galian tanah pondasi stall Urugan tanah sisa galian Urug tanah peninggian pile Urugan pasir Pasangan batu kosong Pasangan batu kali 1:5 Pasangan bata ringan Plesteran bata ringan menggunakan semen mortar Acian semen instan dinding bata ringan Acian beton semen instan Beton lantai kerja bawah lantai K-175 Beton pondasi footplate FP 1000X1000X200 Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
19.36 m3 62.40 m3 41.57 m3 75.60 m3 6.67 m3 5.20 m3 37.91 m3 191.30 m2 382.59 m2 382.59 m2 249.80 m2 1.40 m3
83,662.00 68,506.00 22,835.00 130,051.00 199,002.00 390,979.00 700,280.00 133,223.00 56,144.00 34,501.00 90,645.00 844,970.00
1.60 m3 315.69 kg 8.00 m2
939,746.00 15,555.50 122,776.00
14 Beton sloof S (200X300) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
1.17 m3 339.11 kg 15.60 m2
939,746.00 15,555.50 122,776.00
15 Beton kolom K1 (200X200) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
2.03 421.33 40.64 40.64 2.03
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00
16
Beton balok 200/400 Beton mutu K300 slum + 12 Besi Begesting Bongkar begesting Stutwerk
4.16 548.94 52.00 52.00 4.16
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
17
Beton plat lantai tebal 15 cm Beton mutu K300 slum + 12 Besi
12.60 m3 739.17 kg
939,746.00 15,555.50
Page 66
m3 m3 m3 m3 m3 m3 m3 m2 m2 m2 m2 m3
83,662.00 68,506.00 22,835.00 130,051.00 199,002.00 390,979.00 700,280.00 133,223.00 56,144.00 34,501.00 90,645.00 844,970.00
m3 kg m2
939,746.00 15,555.50 122,776.00
m3 kg m2
939,746.00 15,555.50 122,776.00
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
12.60 m3 739.17 kg -
939,746.00 15,555.50
1,619,696.32 4,274,774.40 949,260.08 9,831,855.60 1,327,343.34 2,033,090.80 26,544,813.68 25,485,027.01 21,480,245.25 13,199,806.59 22,643,121.00 1,184,140.96 1,503,593.60 4,910,760.26 982,208.00 1,099,502.82 5,275,009.93 1,915,305.60 1,909,563.87 6,553,950.39 7,211,730.56 238,475.52 189,597.79 3,909,343.36 8,539,097.73 9,420,684.00 305,136.00 783,169.92
11,840,799.60 11,498,224.45 -
-
-
-
-
19.36 62.40 41.57 75.60 6.67 5.20 37.91 191.30 382.59 382.59 249.80 1.40 1.60 315.69 8.00 1.17 339.11 15.60 2.03 421.33 40.64 40.64 2.03 4.16 548.94 52.00 52.00 4.16 12.60 739.17 -
1,619,696.32 4,274,774.40 949,260.08 9,831,855.60 1,327,343.34 2,033,090.80 26,544,813.68 25,485,027.01 21,480,245.25 13,199,806.59 22,643,121.00 1,184,140.96 1,503,593.60 4,910,760.26 982,208.00 1,099,502.82 5,275,009.93 1,915,305.60 1,909,563.87 6,553,950.39 7,211,730.56 238,475.52 189,597.79 3,909,343.36 8,539,097.73 9,420,684.00 305,136.00 783,169.92
11,840,799.60 11,498,224.45 -
NO
MACAM PEKERJAAN
18
Beton plat atap tebal 12 cm Beton mutu K300 slum + 12 Besi Begesting Bongkar begesting Stutwerk
19
VOLUME
KONTRAK HARGA SATUAN (Rp)
13.67 1,022.15 113.88 113.88 13.67
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00
Beton balok lisplank 100x600 Beton mutu K300 slum + 12 Besi Begesting Bongkar begesting Stutwerk
2.77 648.62 60.06 60.06 2.77
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
19
Waterproofing coating plat atap dan lisplank
169.32 m2
20 21 22 23 24 25 26
Pekerjaan gutter Pekerjaan pintu folding gate Pekerjaan pagar BRC Galvanis t. 120 cm + tiang Pipa Galvanis Pekerjaan cat dinding luar Pekerjaan cat dinding dalam Pekerjaan cat beton Pas Roster Beton uk. 20 x 20
16.20 8.82 28.32 137.90 244.70 249.80 40.00
46,894.00
m' m2 m2 m2 m2 m2 bh
384,120.00 948,260.00 650,489.00 31,542.00 22,137.00 22,137.00 22,500.00 JUMLAH
JUMLAH HARGA (Rp) 12,842,192.94 15,900,073.30 20,208,461.52 668,247.84 2,429,183.39 2,604,975.91 10,089,563.13 10,880,890.02 352,432.08 521,862.26 7,940,092.08 6,222,744.00 8,363,653.20 18,421,848.48 4,349,515.63 5,416,835.35 5,529,822.60 900,000.00 342,301,722.17
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
VOLUME 13.67 1,022.15 113.88 113.88 13.67 2.77 648.62 60.06 60.06 2.77 169.32 16.20 8.82 28.32 137.90 244.70 249.80 40.00 -
CCO HARGA SATUAN (Rp)
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00
m3 kg m2 m2 m3
939,746.00 15,555.50 181,167.00 5,868.00 188,262.00
m2
46,894.00
m' m2 m2 m2 m2 m2 bh
384,120.00 948,260.00 650,489.00 31,542.00 22,137.00 22,137.00 22,500.00 JUMLAH
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp) -
VOLUME
12,842,192.94 15,900,073.30 20,208,461.52 668,247.84 2,429,183.39 2,604,975.91 10,089,563.13 10,880,890.02 352,432.08 521,862.26 7,940,092.08 6,222,744.00 8,363,653.20 18,421,848.48 4,349,515.63 5,416,835.35 5,529,822.60 900,000.00 342,301,722.17
PEKERJAAN KURANG JUMLAH HARGA (Rp) -
VOLUME
CCO II cek JUMLAH HARGA timpang (Rp) 13.67 12,842,192.94 1,022.15 15,900,073.30 113.88 20,208,461.52 113.88 668,247.84 13.67 2,429,183.39 2.77 2,604,975.91 648.62 10,089,563.13 60.06 10,880,890.02 60.06 352,432.08 2.77 521,862.26 169.32 7,940,092.08 16.20 6,222,744.00 8.82 8,363,653.20 28.32 18,421,848.48 137.90 4,349,515.63 244.70 5,416,835.35 249.80 5,529,822.60 40.00 900,000.00 7,003.84 342,301,722.17
VOLUME
F PEKERJAAN JEMBATAN 1 2 3 4 5
Galian tanah footplate Urugan tanah sisa galian Urugan pasir Beton lantai kerja bawah lantai K-175 Beton pondasi footplate FP 2500X2500X500 Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco 6 Beton kolom K1 (1000X650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
7
Beton Plat Lantai tebal 12 cm Beton mutu K300 slum + 12 Besi Begesting Bongkar begesting Stutwerk
8 9 10 11 12 13 14 15 13 14 15
Pipa besi dia 300mm Pipa besi dia 100 mm Pekerjaan besi IWF 300X150X6,5X9 Pekerjaan besi IWF 100x50x5x7 Pekerjaan kaca tempered 12 mm Pekerjaan penutup atap UPVC Pekerjaan rangka plafond besi hollow Pekerjaan plafond PVC Pekerjaan alumunium composit panel Pekerjaan granit tile 600x600 unpolished Pekerjaan cat besi
37.86 27.03 1.35 0.95
m3 m3 m3 m3
83,662.00 27,887.00 199,002.00 844,970.00
3,167,108.67 753,676.85 269,050.70 799,679.61
6.25 m3 2,600.64 kg 20.00 m2
939,746.00 15,555.50 122,776.00
5,873,412.50 40,454,287.30 2,455,520.00
3.51 644.09 17.82 17.82 3.51
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00
3,298,508.46 10,019,191.14 3,162,230.28 104,567.76 327,504.06
4.25 569.57 28.32 28.32 4.25
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00
3,991,728.64 8,859,979.22 5,025,104.04 166,168.76 755,061.14
20.90 61.40 1,763.07 521.55 70.52 35.40 35.40 35.40 30.78 35.40 54.65
m' m' kg kg m2 m2 m2 m2 m2 m2 m2
315,329.00 21,217.00 30,638.00 30,638.00 999,363.00 347,768.00 69,419.00 107,911.00 508,421.00 279,408.00 31,804.00 JUMLAH
6,590,376.10 1,302,723.80 54,016,877.38 15,979,122.06 70,472,060.68 12,310,023.88 2,457,240.31 3,819,750.49 15,649,300.06 9,890,269.24 1,738,088.60 283,708,611.75
-
-
-
-
-
-
-
37.86 27.03 1.35 0.95 6.25 2,600.64 20.00 3.51 644.09 17.82 17.82 3.51 4.25 569.57 28.32 28.32 4.25 20.90 61.40 1,763.07 521.55 70.52 35.40 35.40 35.40 30.78 35.40 54.65
m3 m3 m3 m3
83,662.00 27,887.00 199,002.00 844,970.00
m3 kg m2
939,746.00 15,555.50 122,776.00
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
939,746.00 15,555.50 177,454.00 5,868.00 177,759.00
m' m' kg kg m2 m2 m2 m2 m2 m2 m2
315,329.00 21,217.00 30,638.00 30,638.00 999,363.00 347,768.00 69,419.00 107,911.00 508,421.00 279,408.00 31,804.00 JUMLAH
80.00 80.00 3.20 214.72 2.24 3.60 597.37 44.00 44.00 8.00 951.77 32.00 32.00 12.00 1,784.58 30.00 30.00 30.00 6.27 932.74 31.36 31.36 214.72 1.00 1.00 -
m3 m3 m3 m2 m2
68,506.00 22,835.00 199,002.00 90,645.00 844,970.00
m3 kg m2 m2
939,746.00 15,555.50 115,557.00 5,868.00
m3 kg m2 m2
939,746.00 15,555.50 115,557.00 5,868.00
m3 kg m2 m2 m2
939,746.00 15,555.50 122,776.00 174,429.00 5,868.00
m3 kg m2 m2 m2 unit unit
939,746.00 15,555.50 177,454.00 5,868.00 46,894.00 1,255,000.00 3,000,000.00
-
3,167,108.67 753,676.85 269,050.70 799,679.61 5,873,412.50 40,454,287.30 2,455,520.00 3,298,508.46 10,019,191.14 3,162,230.28 104,567.76 327,504.06 3,991,728.64 8,859,979.22 5,025,104.04 166,168.76 755,061.14 6,590,376.10 1,302,723.80 54,016,877.38 15,979,122.06 70,472,060.68 12,310,023.88 2,457,240.31 3,819,750.49 15,649,300.06 9,890,269.24 1,738,088.60 283,708,611.75
-
-
-
-
-
-
-
-
37.86 27.03 1.35 0.95 6.25 2,600.64 20.00 3.51 644.09 17.82 17.82 3.51 4.25 569.57 28.32 28.32 4.25 20.90 61.40 1,763.07 521.55 70.52 35.40 35.40 35.40 30.78 35.40 54.65 6,679.98
3,167,108.67 753,676.85 269,050.70 799,679.61 5,873,412.50 40,454,287.30 2,455,520.00 3,298,508.46 10,019,191.14 3,162,230.28 104,567.76 327,504.06 3,991,728.64 8,859,979.22 5,025,104.04 166,168.76 755,061.14 6,590,376.10 1,302,723.80 54,016,877.38 15,979,122.06 70,472,060.68 12,310,023.88 2,457,240.31 3,819,750.49 15,649,300.06 9,890,269.24 1,738,088.60 283,708,611.75
80.00 80.00 3.20 214.72 2.24 3.60 597.37 44.00 44.00 8.00 951.77 32.00 32.00 12.00 1,784.58 30.00 30.00 30.00 6.27 932.74 31.36 31.36 214.72 1.00 1.00 -
5,480,480.00 1,826,800.00 636,806.40 19,463,294.40 1,892,732.80 3,383,085.60 9,292,442.62 5,084,508.00 258,192.00 7,517,968.00 14,805,332.82 3,697,824.00 187,776.00 11,276,952.00 27,759,999.04 3,683,280.00 5,232,870.00 176,040.00 5,894,086.91 14,509,226.17 5,564,957.44 184,020.48 10,069,079.68 1,255,000.00 3,000,000.00 162,132,754.36 Err:509 Err:509 Err:509 Err:509
G PEKERJAAN GROUND WATER TANK (GWT) KAPASITAS 80 M3 UKURAN 8x 4 x 2,5 M 1 2 3 4 5 6
7
8
9
10 11 12
Galian tanah Urugan tanah sisa galian Urugan pasir bawah lantai Acian beton dinding & lantai Semen Instan Beton lantai kerja bawah lantai K-175 Beton balok 200/450
80.00 80.00 3.20 214.72 2.24
m3 m3 m3 m2 m2
68,506.00 22,835.00 199,002.00 90,645.00 844,970.00
5,480,480.00 1,826,800.00 636,806.40 19,463,294.40 1,892,732.80
Beton K 300 Besi Begesting Bongkar begesting
3.60 597.37 44.00 44.00
m3 kg m2 m2
939,746.00 15,555.50 115,557.00 5,868.00
3,383,085.60 9,292,442.62 5,084,508.00 258,192.00
Beton K 300 Besi Begesting Bongkar begesting
8.00 951.77 32.00 32.00
m3 kg m2 m2
939,746.00 15,555.50 115,557.00 5,868.00
7,517,968.00 14,805,332.82 3,697,824.00 187,776.00
12.00 1,784.58 30.00 30.00 30.00
m3 kg m2 m2 m2
939,746.00 15,555.50 122,776.00 174,429.00 5,868.00
11,276,952.00 27,759,999.04 3,683,280.00 5,232,870.00 176,040.00
6.27 932.74 31.36 31.36 214.72 1.00 1.00
m3 kg m2 m2 m2 unit unit
939,746.00 15,555.50 177,454.00 5,868.00 46,894.00 1,255,000.00 3,000,000.00
5,894,086.91 14,509,226.17 5,564,957.44 184,020.48 10,069,079.68 1,255,000.00 3,000,000.00
Beton plat lantai tebal 25 cm
Beton plat dinding tebal 20 cm
Beton K 300 Besi Begesting Pas Bataco Begesting Bongkar begesting
Beton plat dag penutup GWT tebal 20 cm
Beton K 300 Besi Begesting Bongkar begesting
Waterproofing coating plat dinding dan lantai Tutup mainhole plat besi + pengunci Uk. 80x80 Tangga masuk pipa Stainles steel dia. 1,5"
162,132,754.36 59,754,713,379.62 6,573,018,471.76 66,327,731,851.38 66,327,731,000.00
-
5,112,382,960.00 562,362,125.60 5,674,745,085.60 -
-
4,774,524,741.48 525,197,721.56 5,299,722,463.05 -
Disetujui oleh, Tim Teknis 1. Rahmadi, ST.
-
5,480,480.00 1,826,800.00 636,806.40 19,463,294.40 1,892,732.80 3,383,085.60 9,292,442.62 5,084,508.00 258,192.00 7,517,968.00 14,805,332.82 3,697,824.00 187,776.00 11,276,952.00 27,759,999.04 3,683,280.00 5,232,870.00 176,040.00 5,894,086.91 14,509,226.17 5,564,957.44 184,020.48 10,069,079.68 1,255,000.00 3,000,000.00 162,132,754.36 59,754,713,379.62 6,573,018,471.76 66,327,731,851.38 66,327,731,000.00
4,843.10 532.74 5,375.84 -
4,996,400,280.80 549,604,030.89 5,546,004,311.68 -
-
1,796,046,565.73 197,565,122.23 1,993,611,687.96 -
Diperiksa Konsultan Pengawas PT. Saranabudi Prakarsaripta KSO PT. Multi Citra Graha
Dibuat Oleh Kontraktor Pelaksana PT. Putera Jaya Andalan
Noor Fauzia Nasution, S.T.
Heri Partono, S.T.
Page 67
Err:509 Err:509 Err:509
NO
MACAM PEKERJAAN
Nip. 19730225 1996031 001
VOLUME
KONTRAK HARGA SATUAN (Rp)
JUMLAH HARGA (Rp)
PEKERJAAN TAMBAH JUMLAH HARGA (Rp)
VOLUME
Diperiksa
PEKERJAAN KURANG JUMLAH HARGA (Rp)
VOLUME
VOLUME
CCO PEKERJAAN TAMBAH Konsultan Pengawas PT. Saranabudi Prakarsaripta KSO HARGA SATUAN JUMLAH HARGA JUMLAH HARGA VOLUME PT. Multi (Rp) (Rp) Citra Graha (Rp)
Dibuat Oleh PEKERJAAN Kontraktor Pelaksana KURANG PT. Putera Jaya Andalan JUMLAH HARGA
VOLUME
(Rp)
2. Vika Agus A, A.MD Nip. 19830216 200604 1 008 Noor Fauzia Nasution, S.T. Team Leader
3. Puji Lestari, ST. Nip. 19880910 201903 2 001 4. Riana Dwi Mulyawati, ST Nip. 19901130 202202 2 001
Page 68
Heri Partono, S.T. Project Manager
VOLUME
CCO II JUMLAH HARGA (Rp)
cek timpang
BACKUP DATA Pekerjaan Lokasi Item Pekerjaan
: : :
Pembangunan Gedung MPP Sleman Jl.Parasamya, Tridadi, Kabupaten Sleman PEKERJAAN ARSITEKTURE URAIAN
I
p
PEKERJAAN PASANGAN DAN PLESTERAN 1 Pasangan dinding bata ringan a Dinding Kamar mandi Horisontal Dinding janitor & Ruang Fungsi Dinding saft Sekat KM
(JML) UNIT
(JML) BARIS
VOL. KOTOR
VOL. PENGURANG
494.83
-
3.58 3.58 3.58 3.58
13.87 2.06 7.52 1.90
2.00 3.00 1.00 1.00
2.00 2.00 2.00 2.00
55.49 12.35 15.04 3.80
Vertikal Dinding saft & Dinding KM As 5 / As I-J
1.83 7.35
-
3.58 3.10
6.53 22.79
4.00 1.00
2.00 2.00
52.27 45.57
Pengurang - Openingan - Pintu P8 - Pintu Saft (PSH)
5.45 0.75 0.50
-
2.15 2.15 1.10
11.72 1.61 0.55
1.00 2.00 2.00
2.00 2.00 2.00
Ruang Lift & Ruang Mesin Horisontal As I / As 10-12 As I' / As 10-12 As I" / As 10-10' Dinding saft lift Vertikal As 10 / As I-J Dinding saft lift
As K / A As 15' /
As 12 / A
Pengurang Pintu P3 Kolom K3A d R. Fungsi, R.Istirahat & R. Panel Horisontal As G' / As 9'-12' As H' / As 9'-12' Vertikal As 9' / As F-H' As 11' / As F-G'
As 12' /
Pengurang Pintu P2A
Pengurang - Openingan - Pintu P8 - Pintu Saft (PSH)
Pengurang - Pintu P3 - J17 Ruang Lift & Ruang Mesin Horisontal As I / As 10-12 As I' / As 10-12 As I" / As 10-10' Dinding saft lift Vertikal
436.40
23.44 6.45 2.20
4.20 5.07
-
3.30 3.58
13.86 18.16
1.00 1.00
2.00 2.00
0.90 1.95
-
2.15 1.60
1.94 3.12
1.00 1.00
2.00 2.00
5.50 5.50 1.42 3.00
-
3.58 3.18 1.04 3.30
19.69 17.49 1.48 9.90
1.00 1.00 1.00 1.00
1.00 2.00 2.00 1.00
19.69 34.98 2.95 9.90
8.00 0.85
-
3.18 3.30
25.44 2.81
1.00 1.00
2.00 2.00
50.88 5.61
0.90 0.70
-
2.15 3.30
1.94 2.31
1.00 1.00
1.00 2.00
8.50 8.50
-
3.58 3.18
30.43 27.03
1.00 1.00
1.00 1.00
30.43 27.03
7.18 4.95
-
3.28 3.58
23.53 17.72
1.00 1.00
2.00 1.00
47.07 17.72
1.50
-
2.15
3.23
1.00
3.00
2 Plesteran dinding bata ringan dgn menggunakan mortar instan a Dinding Kamar mandi Horisontal Dinding janitor & Ruang Fungsi 3.95 Dinding saft 0.58 Sekat KM 2.10 0.61 Vertikal Dinding saft & Dinding KM 1.83 Dinding saft & Dinding KM 1.83 As 5 / As I-J 7.43
b Ruang Security Gudang As K / As 5-6' As 6' / As K-M
58.43
VOL.BERSIH
-
Pengurang - Pintu P3 - J17
c
KOEF
t
3.88 0.58 2.10 0.53
b Ruang Security Gudang As K / As 5-6' As 6' / As K-M
c
PENAMPANG l
5.45 0.75 0.50
27.72 36.33
3.87 6.24
1.94 4.62
9.68
1,543.30
-
3.58 3.58 3.58 3.58
14.14 2.06 7.52 2.17
2.00 1.00 2.00 2.00
2.00 2.00 1.00 1.00
2.00 2.00 2.00 2.00
113.13 8.23 30.07 8.68
-
3.58 3.58 3.10
6.53 6.53 23.02
2.00 1.00 2.00
2.00 2.00 1.00
2.00 2.00 2.00
52.27 26.13 92.07 330.58
-
2.15 2.15 1.10
11.72 1.61 0.55
2.00 2.00 1.00
1.00 2.00 2.00
2.00 2.00 2.00 268.61
As K / A As 15' /
4.28 5.08
-
3.30 3.58
14.11 18.17
2.00 2.00
1.00 1.00
2.00 2.00
0.90 1.95
-
2.15 1.60
1.94 3.12
2.00 2.00
1.00 1.00
2.00 2.00
5.58 5.50 1.42 3.00
-
3.58 3.18 1.04 3.30
19.96 17.49 1.48 9.90
2.00 2.00 2.00 1.00
1.00 1.00 1.00 1.00
1.00 2.00 2.00 1.00
167.38
46.87 12.90 2.20 61.97
56.43 72.67
7.74 12.48
39.92 69.96 5.91 9.90
1,375.92
As 10 / As I-J Dinding saft lift
As 12 / A
Pengurang Pintu P3 d R. Fungsi, R.Istirahat & R. Panel Horisontal As G' / As 9'-12' As H' / As 9'-12' Vertikal As 9' / As F-H' As 11' / As F-G'
As 12' /
Pengurang Pintu P2A
3 Acian semen instan dinding bata ringan a Dinding Kamar mandi Horisontal Dinding janitor & Ruang Fungsi Sekat KM Vertikal As 5 / As I-J
As 6' / As K-M
As K / A As 15' /
Pengurang - Pintu P3 - J17 c
Ruang Lift & Ruang Mesin Horisontal As I / As 10-12 As I' / As 10-12 As I" / As 10-10' Dinding saft lift Vertikal As 10 / As I-J Dinding saft lift
As 12 / A
Pengurang Pintu P3 d R. Fungsi, R.Istirahat & R. Panel Horisontal As G' / As 9'-12' As H' / As 9'-12' Vertikal As 9' / As F-H' As 11' / As F-G'
-
3.18 3.30
25.68 2.81
2.00 1.00
1.00 1.00
2.00 2.00
102.71 5.61
0.90
-
2.15
1.94
2.00
1.00
1.00
8.50 8.50
-
3.58 3.18
30.43 27.03
2.00 2.00
1.00 1.00
1.00 1.00
60.86 54.06
7.63 4.95
-
3.28 3.58
25.01 17.72
2.00 2.00
1.00 1.00
2.00 1.00
100.04 35.44
1.50
-
2.15
3.23
2.00
1.00
3.00
3.87
19.35
684.07
Pengurang - Openingan - Pintu P8 b Ruang Security Gudang As K / As 5-6'
8.08 0.85
As 12' /
Pengurang Pintu P2A
3.95 0.61
-
3.28 3.28
12.96 1.99
1.00 2.00
2.00 1.00
2.00 2.00
51.82 7.95
7.43
-
2.80
20.79
1.00
1.00
2.00
41.58
5.45 0.75
-
2.15 2.15
11.72 1.61
1.00 1.00
1.00 2.00
2.00 2.00
4.28 4.28 5.08 5.08
-
3.30 3.00 3.28 2.98
14.11 12.83 16.65 15.12
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
2.00 2.00 2.00 2.00
0.90 1.95
-
2.15 1.60
1.94 3.12
2.00 2.00
1.00 1.00
2.00 2.00
5.58 5.50 1.42 3.00
-
3.28 2.88 0.85 3.30
18.29 15.84 1.21 9.90
2.00 2.00 2.00 1.00
1.00 1.00 1.00 1.00
1.00 2.00 2.00 1.00
36.57 63.36 4.83 9.90
8.08 0.85
-
3.18 3.30
25.68 2.81
2.00 1.00
1.00 1.00
2.00 2.00
102.71 5.61
0.90
-
2.15
1.94
2.00
1.00
1.00
8.50 8.50 8.50 8.50
-
3.58 3.28 3.18 2.88
30.43 27.88 27.03 24.48
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
30.43 27.88 27.03 24.48
7.63 4.95
-
3.28 3.28
25.01 16.24
2.00 2.00
1.00 1.00
2.00 1.00
100.04 32.47
1.50
-
2.15
3.23
2.00
1.00
3.00
28.22 25.65 33.29 30.25
7.74 12.48
3.87
19.35
2,265.99
As M / As As I / As As J / As
48.25 3.35 3.35
-
3.30 3.10 3.10
159.23 10.39 10.39
1.00 1.00 2.00
1.00 1.00 1.00
2.00 2.00 2.00
318.45 20.77 41.54
Vertikal As 5 / As F-G As 5 / As G-I As 3 / As I-J
As 17 / A As 17 / A As 18 / A
As 5 / As K-L As 5 / As L-M
As 17 / A As 17 / A
2.33 7.35 7.35 7.35 2.25 2.33
-
3.10 3.10 3.10 1.60 3.10 3.10
7.21 22.79 22.79 11.76 6.98 7.21
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
2.00 2.00 2.00 2.00 2.00 2.00
14.42 45.57 45.57 23.52 13.95 14.42
0.45 1.15 0.45 1.55 1.05 0.30 1.40 2.40 1.40
-
3.10 1.60 3.10 3.10 3.58 3.10 3.58 3.10 3.58
1.40 1.84 1.40 4.81 3.76 0.93 5.01 7.44 5.01
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 4.00 6.00 4.00 4.00 2.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
2.79 3.68 2.79 9.61 30.07 11.16 40.10 59.52 20.05
As I / As
As J / As 4
As J / As
As 5 / As F-M
As 17 /
As 7 / As F-M
As 15 /
As 8 / As F-M
As 14 /
610.75
23.44 6.45
4 Acian beton semen instan a Dinding RW Horisontal As F / As 5-17 As I / As 4-5 As J / As 4-5
b Kolom As I / As 4
73.33
-
2,265.99
2.80 2.40
-
3.58 3.10
10.02 7.44
1.00 1.00
2.00 4.00
2.00 2.00
40.10 59.52
6.85 6.68 0.50 3.35 3.35
0.30 0.30 0.20 0.10 0.10
0.96 0.96 0.20 0.48 0.96
8.63 8.41 0.20 1.94 3.55
1.00 1.00 1.00 1.00 1.00
4.00 4.00 4.00 1.00 1.00
2.00 2.00 2.00 2.00 2.00
69.05 67.28 1.60 3.89 7.10
2.33 2.33 2.15 0.50 0.50 6.85 6.85 6.68 0.50 0.50 6.85 6.85 6.68 0.50 0.50
0.10 0.30 0.30 0.20 0.10 0.30 0.30 0.20 0.10 0.30 0.30 0.20
0.48 0.96 0.96 0.20 0.20 0.48 0.96 0.96 0.20 0.20 0.48 0.96 0.96 0.20 0.20
1.35 2.93 2.71 0.10 0.20 3.97 8.63 8.41 0.10 0.20 3.97 8.63 8.41 0.10 0.20
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2.00 2.00 2.00 4.00 2.00 2.00 2.00 2.00 4.00 2.00 1.00 2.00 1.00 1.00 1.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
5.39 11.72 10.84 0.80 0.80 15.89 34.52 33.64 0.80 0.80 7.95 34.52 16.82 0.20 0.40
As 14-17
7.87 3.45
0.25 0.25
0.56 0.56
6.37 2.79
1.00 1.00
6.00 2.00
2.00 2.00
76.50 11.18
Vertikal As F-G / As 5-8 & As 14-17 As G-I / As 5-8 & As 14-17
As L-M / As J-L /
2.68 7.20
0.25 0.25
0.56 0.56
2.17 5.83
1.00 1.00
8.00 8.00
2.00 2.00
34.77 93.32
d Plat lantai As F-G / As 5-8 & As 14-17
As L-M /
As G-I / As 5-8 & As 14-17
As J-L /
9.30 8.91 8.91 8.82 60.45 59.08 25.05 59.17 59.17
9.30 8.91 8.91 8.82 60.45 59.08 25.05 59.17 59.17
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
37.20 35.64 35.64 35.27 241.81 236.30 50.09 118.33 118.34
c Balok B1 Horisontal As 5-8 / As F-M
As 4-5 / As I-J
As 14-17
As 17-18
Vertikal As F-G / As 5-8 & As 14-17
As L-M /
As G-I / As 5-8 & As 14-17
As J-L /
As I-J / As 4-8 & As 14-118
c Balok B2 Horisontal As 5-8 / As F-M As 4-5 / As I-J
As I-J / As 4-8 & As 14-118
> Lantai 1
> Lantai 2
> Lantai 3
> Lantai 4
2
8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
Plesteran dinding bata ringan dgn menggunakan mortar instan > Lantai Basement 1.30 2.00 4.95 4.95 5.48
3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
3.00 3.00 3.00 3.58 2.88
24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60
1.00 1.00 1.00 1.00 2.00
1,300.37 3.90 6.00 14.85 17.72 31.54
367.04 19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23 68.02
1,232.35
> Lantai 1
> Lantai 2
> Lantai 3
> Lantai 4
3
Acian semen instan dinding bata ringan > Lantai Basement
> Lantai 1
5.48 5.50 5.50 4.20 4.20 5.10 5.10 2.53 2.53 2.43 2.43 2.13 2.13 8.50 8.50 3.10 4.95 4.95 0.95 0.95 3.88 3.40 1.83 0.58 5.05 5.05 5.50 125.05 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
3.18 2.88 3.08 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.18 3.18 3.58 3.33 3.28 3.33 3.33 3.33 3.33 3.28 3.58 3.28 3.58 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
2.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 2.00 1.00 4.00 4.00 8.00 4.00 16.00 4.00 1.00 1.00 1.00 1.00
1.30 2.00 4.95 4.95 5.48 5.48 5.50 5.50 4.20 4.20 5.10 5.10 2.53 2.53 2.43 2.43 2.13 2.13 8.50 8.50 3.10 4.95 4.95 0.95 0.95 3.88 0.53 1.83 0.58 5.05 5.05 5.50 125.05 8.25 16.45 41.25 13.00 22.65
3.00 3.00 3.00 3.58 2.88 3.18 2.88 3.08 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.48 3.58 3.18 3.18 3.58 3.33 3.28 3.33 3.33 3.33 3.33 3.28 3.58 3.28 3.58 3.00 2.88 3.48 3.18 3.33
1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 2.00 1.00 2.00 4.00 6.00 4.00 12.00 4.00 1.00 1.00 1.00 1.00
34.82 15.84 16.94 29.23 30.07 35.50 36.52 17.57 18.08 16.88 17.36 14.79 15.22 59.16 30.43 9.86 31.48 17.72 12.65 12.46 103.23 45.29 97.24 7.66 16.56 18.08 18.04 447.68 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 1,205.63 3.90 6.00 14.85 17.72 31.54 34.82 15.84 16.94 29.23 30.07 35.50 36.52 17.57 18.08 16.88 17.36 14.79 15.22 59.16 30.43 9.86 31.48 17.72 6.33 12.46 77.42 6.99 72.93 7.66 16.56 18.08 18.04 447.68 24.75 47.38 143.55 41.34 75.42
38.22
6.45
16.90
6.45
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23 68.02
38.22
6.45
16.90
6.45
19.11 3.23 8.45
1,137.61
> Lantai 2
> Lantai 3
> Lantai 4
4
Acian beton semen instan > Lantai Basement
> Lantai 1
> Lantai 2
> Lantai 3
> Lantai 4
5
Sponengan 1pc : 2ps > Lantai Basement
> Lantai 1
> Lantai 2
> Lantai 3
> Lantai 4
10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
2.60 4.00 2.10 1.55 2.05 0.70 0.65 48.25 9.69 295.74 184.89 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
3.58 3.58 3.58 3.58 3.33 3.33 3.33
10.40 10.10 11.60 6.40 14.20 19.80 10.40 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
29.30 1.24 1.26 0.81 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
3.58 3.58 3.58 3.58 3.58 3.58 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60
13.00 4.00 2.00 4.00 4.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00
3.00 4.00 3.00 4.00 1.00 1.00 1.00 1.00
3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
2,199.94 121.00 57.28 15.04 22.20 27.31 4.66 4.33 1,413.73 12.02 372.63 149.76 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60
144.34
176.40 31.20 40.40 34.80 25.60 14.20 19.80 10.40 29.54 58.89 147.68 46.54 81.09 37.77 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60
-
2,055.61
133.85 2.52 7.97
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
176.40
6
Tali air dinding > Lantai Basement
> Lantai 1
> Lantai 2
> Lantai 3
> Lantai 4
7
B
B. I
8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55 8.25 16.45 41.25 13.00 22.65 10.55
Lapis waterproffing pada plat dan dinding beton Coating > Lantai Basement > Lantai 1 8.25 16.45 41.25 13.00 22.65 10.55 > Lantai 2 8.25 16.45 41.25 13.00 22.65 10.55 > Lantai 3 8.25 16.45 41.25 13.00 22.65 10.55 > Lantai 4 8.25 16.45 41.25 13.00 22.65 10.55
3.58 3.58 3.58 3.58 3.58 3.58 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
3.00 4.00 3.00 4.00 1.00 1.00 1.00 1.00
3.58 3.58 3.58 3.58 3.58 3.58 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28 3.00 2.88 3.48 3.18 3.33 3.28
3.00 4.00 3.00 4.00 1.00 1.00 1.00 1.00
29.54 58.89 147.68 46.54 81.09 37.77 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 29.54 58.89 147.68 46.54 81.09 37.77 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60 24.75 47.38 143.55 41.34 75.42 34.60
-
0.00
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23 -
0.00
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
19.11 3.23 8.45 3.23
PEKERJAAN ARSITEKTUR
LANTAI 1 PEKERJAAN PASANGAN DAN PLESTERAN 1 Pasangan dinding bata ringan Fasade Dinding lengkung / curve Pintu Dinding lengkung / curve atas balok latiu Dinding KM, As 4 / As I-J
17.99 0.90 23.20 7.35
-
2.20 2.20 0.65 4.40
39.58 1.98 15.08 32.34
1.00 1.00 1.00 1.00
4.00 4.00 4.00 1.00
1,553.89
72.71
1481.17
352.82 158.33
7.92
344.90
7.92 60.33 32.34
Dinding KM, As 18 / As I-J Dinding kolom sirip2 Dinding Tutup saft As G'-H / As 2'-3 As K-K' / As 2'-3 Dinding tutup Gudang
Interior Horizontal As D' / As 2-4 As G' / As 2'-4 - Pintu Saft (PSH) As H / As 3-4 As H / As 4-5' - P3 As H'-I /As 4-5' As H'- I' / As 4-5 As I' / As 5-5' As I'-J / As 4' - Pintu Saft (PSH) As I'-J / As 5-5' - P5 As I'-J / As 4-5 As J / As 4-4' As J' / As 4-6 As K / As 3-5' As K' / As 2'-4 - Pintu Saft (PSH) As N' / As 2-4 As H' / As 10-12 Openingan 1 Openingan 2 As H' / As 10-12 Openingan 1 As H'-I / As 10-12 P3 As I / As 10-12 Dinding Saft Lift As D' / As 18-19' As G' / As 18-19' - Pintu Saft (PSH) As H / As 18-19 As H / As 16'-18 As H / As 16'-17 Openingan 1 As H'-I /As 17-18 P8 As I' / As 16'-18 As I' / As 16'-17 As I'-J / As 17'=18 - Pintu Saft (PSH) As I'-J / As 16'-17 - P5 As I'-J / As 17-18 P8 As J / As 16'-17 As J' / As 17-18 As K / As 16'-18 As K / As 18-19 - Pintu Saft (PSH) As N' / As 18-20 Vertikal As 4 / As E-G As 4 / As G-H - P5B As 5' / As H-I' - P8 As 5' / As I'-J Openingan 1 Openingan 2 As 5' / As J-K - P3 - P4 As 4 / As K-L - P5B As 4 / As L-N As 5 / As I'-J P10 As 4' / As I'-J As 10/ As H'-J & As 12/ As H'-J Dinding saft Lift As 10' / As H'-I P3 As 16' / As H-I' As 16' / As I'-J Openingan 1 Openingan 2 As 16' / As J-K P3
As G'-H As As K-
7.35 0.73
-
4.40 4.50
32.34 3.29
1.00 1.00
1.00 18.00
32.34 59.13
0.93 0.93 0.92
-
1.75 1.75 4.20
1.62 1.62 3.86
1.00 1.00 1.00
2.00 2.00 1.00
3.25 3.25 3.86
226.19 3.36 2.16 1.98 6.05 4.85 5.93 1.80 0.50 1.92 4.03 1.53 6.17 7.48 2.28 3.43 5.75
5.49 4.85 5.50 2.00 2.50 2.15 1.30 5.88 1.75 3.35 5.79 1.80 0.50 1.79 3.89 1.53 3.35 7.31 2.13 3.36
4.85 2.33 6.45 6.80
5.38
2.33 4.85 6.42 3.75 11.73 0.65 2.35 3.31 8.33
5.38
1,201.07 0.50 0.90 0.50 1.00 0.50 0.99 0.88 1.44 0.90 0.50 0.77 0.75 0.50 1.00 0.75 0.50 -
4.60 4.88 1.10 4.60 4.60 2.15 4.40 4.88 4.88 4.88 3.78 4.80 2.15 4.88 4.40 4.88 4.40 4.60 1.10 1.10 4.60 2.15 2.15 4.88 2.15 4.88 2.15 4.60 5.00 4.88 4.88 1.10 4.60 4.60 4.60 2.15 4.40 2.15 4.88 4.88 4.88 3.78 4.88 2.15 4.88 2.15 4.40 4.88 4.60 4.88 1.10 4.88
15.44 10.54 0.55 9.09 27.81 1.94 21.34 28.91 8.76 2.44 1.89 9.22 2.15 19.64 6.71 30.11 32.89 10.51 0.55 3.77 26.45 2.12 1.88 26.79 3.10 23.64 1.94 25.28 10.00 12.18 10.51 0.55 5.98 27.03 8.05 1.66 14.74 1.61 28.26 8.76 2.44 1.89 8.74 2.15 18.98 1.61 6.71 16.35 33.63 10.40 0.55 16.38
1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
15.44 10.54
0.90 0.75 0.87 1.65 0.90 1.40 0.90 0.85 0.90 0.85 1.65 0.90
4.40 4.40 2.15 4.88 2.15 4.88 2.15 2.15 4.88 2.15 2.15 4.40 2.15 4.40 4.85 2.15 4.85 4.70 5.00 4.88 2.15 4.85 4.85 2.15 2.15 4.85 2.15
21.34 10.23 1.94 31.48 1.61 33.18 1.87 3.55 26.23 1.94 3.01 10.23 1.94 21.34 31.14 1.83 18.19 55.11 3.25 11.47 1.94 16.05 40.38 1.83 3.55 26.07 1.94
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
21.34 10.23
64.79
0.55
9.09 27.81 1.94 21.34 57.83 8.76 4.88 3.78 9.22 2.15 39.28 6.71 30.11 32.89 10.51 0.55 3.77 26.45 2.12 1.88 26.79 3.10 23.64 25.28 10.00 12.18 10.51
1.94
0.55 5.98 27.03 8.05 1.66 14.74 1.61 28.26 8.76 4.88 3.78 8.74 2.15 37.97 1.61 6.71 16.35 33.63 10.40 0.55 16.38
1.94 31.48 33.18
1.61 1.87 3.55
26.23
10.23
1.94 3.01 1.94
21.34 31.14 3.66 18.19 110.22 6.50 11.47 1.94 16.05 40.38
1.83 3.55
26.07 1.94
1136.28
As 17 / As I-J P10 As 17' / As I'-J As 17' / As I'-J - Pintu Saft (PSH) As 18 / As K-L As 18 / As L-N As 18 / As D'-E As 18 / As E-G As 18/ As G-H - P5B
6.42 1.65 2.17 2.33 4.85 1.35 4.85 2.33
0.85 0.50 0.90
4.60 2.15 4.88 4.88 1.10 4.40 4.40 4.60 4.40 4.40 2.15
2 Plesteran dinding bata ringan dgn menggunakan mortar instan Fasade Dinding lengkung / curve 23.20 2.20 Dinding lengkung / curve atas balok latiu 23.20 0.65 - Balok latiu atas kaca 23.20 0.15 - Balok praktis dudukan bawah kaca 23.20 0.34 Dinding KM, As 4 / As I-J 7.35 4.40 Dinding KM, As 18 / As I-J 7.35 4.40 Balok paktis dudukan kaca J3 5.39 0.24
Interior Pasangan bata ringan Kolom praktis
0.11
-
4.62
29.53 1.83 8.05 10.59 0.55 10.23 21.34 6.21 21.34 10.23 1.94
1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
29.53
3.66
16.10 21.18 0.55 10.23 21.34 6.21 21.34 10.23 1.94
3,089.30 51.04 15.08 3.48 7.89 32.34 32.34 1.29
4.00 4.00 4.00 4.00 1.00 1.00 8.00
2.00 2.00 2.00 2.00 2.00 2.00 2.00
408.36 120.65 27.84 63.11 64.68 64.68 20.71
### 0.51
1.00 46.00
2.00 2.00
2,272.55 46.72
2.
3.
4. 5. 6.
7 8 9 10
11
12 13 14
15
Urug pasir bawah uditch >Dalam Area Proyek > Luar Area Proyek Urug tanah kembali bekas galian >Dalam Area Proyek > Luar Area Proyek Balok landasan bawah uditch 150x150x30 Plesteran 1:5 pada sambungan uditch Pemasangan uditch 60x60x120+ cover > Dalam Area Proyek > Luar Area Proyek Galian Pondasi Penahan Tanah Uditch Urugan kembali Pada Pasangan Pondasi Penahan Tanah Uditc Pasangan Batu Pondasi Penahan Tanah Pasangan Sloof 200x300 > Beton > Besi Tulangan Pokok Sengkang >Bekisting Pasangan Kolom 200x200 > Beton > Besi Tulangan Pokok Sengkang >Bekisting Pasangan Bata Plesteran kamprot Pasangan balok Ring 150 x 200 > Beton > Besi Tulangan Pokok Sengkang >Bekisting Acian beton Sloof, Kolom dan Ring balok
246.62 272.67
1.00 1.00
0.10 0.10
246.62
0.10 1.00 0.10
1.00
519.29
2.00 1,182.46
0.05 0.24
432.74 205.52 227.23
66.60 66.60
1.30 1.05
2.80 2.80
66.60
1.20
2.70
66.60
0.20
0.30 0.62 0.62
0.70 66.60 0.20
0.20
1.95 0.60 1.50 2.80 2.80
0.20 1.50 1.50
66.60
0.15
66.70 0.50 66.60 167.70
2.03
4.00 444.00
0.30
1.00
0.20
24.00 0.62 0.62
24.00 24.00
24.00 23.00 23.00 0.20 0.62 0.62 0.20 0.20
4.00 444.00
1.00 2.00
4.00 13.00 2.00 2.00
51.93 24.66 27.27 1,207.12 24.66 1,182.46 2.60 103.86 432.74 205.52 227.23 242.42 97.90
-
51.93
-
1,207.12
-
2.60 103.86 432.74
-
242.42 97.90
134.87
-
134.87
4.00 192.70 192.70 39.96
-
4.00 192.70
-
39.96
0.19 232.13 116.06 116.06 14.40 96.60 193.20
-
0.19 232.13
-
14.40 96.60 193.20
2.00 303.06 165.42 137.64 26.64 80.40
-
2.00 303.06
-
26.64 80.40
BACKUP DATA Pekerjaan Lokasi Item Pekerjaan
: : :
Pembangunan Gedung MPP Sleman Jl.Parasamya, Tridadi, Kabupaten Sleman PEKERJAAN UDTICH URAIAN
p
PENAMPANG l
t
KOEF
(JML) UNIT
VOL. KOTOR
VOL. PENGURANG
VOL.BERSIH
PERHITUNGAN VOLUME PEKERJAAN PERSIAPAN PENAMPANG NO
I 1
2
3
URAIAN
PEKERJAAN PERSIAPAN Pembersihan lokasi
A B C D E
Pengukuran dan pemasangan bouwplank - Gedung Iutama - R. Genset, Kubikal Pelanggan, Kubikal PLN - R. Pompa Anti rayap di bawah lantai Basement - Blok Utama - Kamar mandi Anti rayap di dinding retaining wall - Blok Utama - Kamar mandi
KOEF
VOL. KOTOR VOL.PENG VOL.BERSIH URANG
SAT
5,480.51
m2
292.71
m1
996.88
m2
l
25.43 56.40 83.86 20.20 56.58
17.84 82.23 3.74 0.42 1.18
453.64 4,637.53 313.77 8.57 66.99
292.71
-
64.62 14.30 8.00
49.13 6.30 4.00
227.51 41.20 24.00
-
127.50 32.00
2.25 2.25
1.00 1.00
996.88 286.88 72.00
-
2.00 2.00
510.00 128.00
-
127.50 32.00
t
(JML) UNIT
p
5,480.51
2.00 2.00
-
0.73
PERHITUNGAN VOLUME STRUKTUR GEDUNG UTAMA LANTAI BASEMENT
3.70
PANJANG NO
URAIAN
X
Y
Z
TOTAL PANJANG (X+Y+Z)
-2.97
PENAMPANG
(JML) BARIS
KOEF
t
(JML) UNIT VOL. KOTOR VOL. KURANG
p
l
52.00 12.00 3.90 20.33
33.50 6.00 4.00
1.31
4.85
1.31
1.00 2.00 1.00 2.00
4.20 6.20 8.20 2.00 1.70 6.20 4.20
4.20 4.20 4.20 2.00 1.70 4.20 4.20
0.97 0.97 0.97 0.97 0.77 1.37 0.97
4.00 8.00 4.00 2.00 2.00 9.00 1.00
100.92 280.99 180.07 11.17 6.79 446.47 25.23
4.20 6.20 8.20
4.20 4.20 4.20
4.00 8.00 4.00 2.00 2.00 9.00 1.00
7.06 20.83 13.78 0.97 0.58 23.44 1.76
141.60 7.20 19.72
VOL. BERSIH
LANTAI BASEMENT II PEKERJAAN TANAH DAN PASIR A PEKERJAAN GALIAN DAN URUGAN Level lantai basement dr tanah asli rat -rata -0,65 sd. -1,79 1 Galian tanah basement dan ramp dengan alat mekanis - Gedung utama - Kamar mandi - Pitlift - Ram 2 Galian tanah pondasi footplate level -4,500 s.d -5,000 - Pilecap 1 (P1) - Pilecap 1A (P1A) - Pilecap 1B (P1B) - Pilecap 2 (P2) - Pilecap 3' (P3') - Pilecap 4 (P4) - Pilecap 5 (P5) 3 Urug pasir bawah pondasi, tebal 10 cm - Pilecap 1 (P1) - Pilecap 1A (P1A) - Pilecap 1B (P1B) - Pilecap 2 (P2) - Pilecap 3' (P3') - Pilecap 4 (P4) - Pilecap 5 (P5)
2.20
2.20
1.70 6.20 4.20
1.70 4.20 4.20
0.10 0.10 0.10 0.10 0.10 0.10 0.10
48.00 9.00 20.33
29.50 4.00 4.85
0.10 0.10 0.10
1.00 2.00 2.00
0.65 0.40 0.20 1.00 48.00 29.50 2.40 5.13 3.78 49.55 3.00
0.65 0.65 0.50 1.00 0.30 0.30 0.25 0.25 0.15 0.15 2.90
0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10
25.00 2.00 2.00 4.00 5.00 4.00 10.00 2.00 10.00 1.00 1.00
2 Lantai kerja beton mutu K100 bawah lantai basement dan ramp, tebal 7 cm - Gedung utama - Kamar mandi - Ram Pengurang - K1 & K1' - K2 - K3' - K4 - Sloof S1 (300x600) - Sloof S1 (300x600) - Sloof S2 (300x600) - Sloof S2 (300x600) - Sloof S3 Kamar mandi (150x200) - Sloof S3 (150x200) - Pitlift
1,051.64
-
1,051.64
-
68.41
15.30
153.22
3,468.73
1.06 0.05 0.02 0.40 7.20 3.54 0.60 0.26 0.57 0.74 0.87 1,051.64
1,051.64
587.08
464.56
1,051.64 4.00 6.00 8.00 1.80 1.50 6.00 4.00
4.00 4.00 4.00 1.80 1.50 4.00 4.00
0.80 0.80 0.80 0.80 0.60 1.20 0.80
-
4.00 8.00 4.00 2.00 2.00 9.00 1.00
48.00 9.00 20.33
29.50 4.00 4.85
0.45 0.45 0.45
1.33 1.33 1.33
1.00 2.00 2.00
0.65 0.40 0.20 1.00 48.00 8.00 2.40 5.13 3.78 49.55 3.00
0.65 0.65 0.50 1.00 0.30 0.30 0.25 0.25 0.15 0.15 2.90
0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45
51.20 153.60 102.40 5.18 2.70 259.20 12.80
970.74
57.26
913.48
849.60 32.40 88.74
25.00 2.00 2.00 4.00 5.00 4.00 10.00 2.00 10.00 1.00 1.00
6 Pembuangan tanah galian keluar lokasi proyek sejauh kurang lebih 1 km - Galian tanah basement dan ramp dengan alat mekanis - Galian tanah pondasi footplate level -4,500 s.d -5,000 Pengurang - Urug tanah kembali bekas galian pondasi di padatkan - Urug tanah kembali bekas galian ke peil basement di padatkan
III PEKERJAAN BETON 1 Lantai kerja beton mutu K100 bawah footplate, tebal 7 cm - Pilecap 1 (P1) - Pilecap 1A (P1A) - Pilecap 1B (P1B) - Pilecap 2 (P2) - Pilecap 3' (P3') - Pilecap 4 (P4) - Pilecap 5 (P5)
-
-
168.52
Pengurang - K1 & K1' - K2 - K3' - K4 - Sloof S1 (300x600) - Sloof S1 (300x600) - Sloof S2 (300x600) - Sloof S2 (300x600) - Sloof S3 Kamar mandi (150x200) - Sloof S3 (150x200) - Pitlift
Urug tanah kembali bekas galian ke peil basement di padatkan - Gedung utama - Kamar mandi - Ram Pengurang - K1 & K1' - K2 - K3' - K4 - Sloof S1 (300x600) - Sloof S1 (300x600) - Sloof S2 (300x600) - Sloof S2 (300x600) - Sloof S3 Kamar mandi (150x200) - Sloof S3 (150x200) - Pitlift
1.60
3,468.73
2,508.69 575.81 255.20 129.03
68.41
4 Urug pasir bawah lantai basement dan ramp, tebal 10 cm di padatkan - Gedung utama - Kamar mandi - Ram
5 Urug tanah kembali bekas galian pondasi di padatkan VOL TANAH GALIAN Pengurang Beton P1 Beton P1A Beton P1B Beton P2 Beton P3' Beton P4 Beton P5
1.31
4.75 0.23 0.09 1.80 32.40 4.32 2.70 1.15 2.55 3.34 3.92 4,520.38
1,378.04
3,142.33
3,468.73 1,051.64 464.56 913.48
47.89
4.20 6.20 8.20 2.20 1.70 6.20 4.20
4.20 4.20 4.20 2.20 1.70 4.20 4.20
0.07 0.07 0.07 0.07 0.07 0.07 0.07
4.00 8.00 4.00 2.00 2.00 9.00 1.00
48.00 9.00 20.33
29.50 4.00 4.85
0.07 0.07 0.07
1.00 2.00 2.00
0.65 0.40 0.20 1.00 48.00 29.50 2.40 5.13 3.78 49.55 3.00
0.65 0.65 0.50 1.00 0.30 0.30 0.25 0.25 0.15 0.15 2.90
0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07
25.00 2.00 2.00 4.00 5.00 4.00 10.00 2.00 10.00 1.00 1.00
-
47.89
117.96
10.71
107.25
99.12 5.04 13.80
-
4.94 14.58 9.64 0.68 0.40 16.41 1.23
0.74 0.04 0.01 0.28 5.04 2.48 0.42 0.18 0.40 0.52 0.61
D10 D13 D16 D19 D22
0.5836666666667 0.9923333333333 1.5066666666667 2.126000 2.8273333333333
3 Beton pondasi bored piled dia. 80 cm Kedalaman - Pilecap 1 (P1) - Pilecap 1A (P1A)
- Pilecap 1B (P1B)
40.00
374.28
9.00 9.00 9.02 9.03
4.00 5.00 2.00 1.00
36.00 45.00 18.04 9.03
9.02 11.00 11.01 12.00 12.01
2.00 2.00 2.00 1.00 1.00
18.04 22.00 22.02 12.00 12.01
- Pilecap 2 (P2)
9.00
2.00
18.00
- Pilecap 4 (P4)
9.00 9.02 9.03
12.00 4.00 2.00
108.00 36.08 18.06
6.00
58.07
11.03 11.00
1.00 1.00
11.03 11.00
9.00 9.02
2.00 2.00 -
18.00 18.04 -
4.00
51.20
4.00 4.00
2,645.61 3,733.12
4 Beton pondasi bored piled dia. 60 cm Kedalaman - Pilecap 3' (P3')
- Pilecap 5 (P5)
6 Beton pondasi footplate / pilecape P1' (4000x4000x800) a Beton mutu K300 slum + 12 b Besi beton D16 D19
51.20
4.00
4.00
0.80
-
6,378.73
D16 D19
5.36 5.36
-
0.10 0.10
5.46 5.46
c Bekesting pas bataco Pasangan batako
1.51 2.13
80.40 80.40
52.48
4.20
4.00
0.80
4.00
52.48
6.00
4.00
0.80
8.00
153.60
Beton pondasi footplate / pilecape P1A (6000x4000x800)
153.60
Beton mutu K300 slum + 12 b Besi beton D16 D19
x y x y
D16 D16 D19 D19
Ø 10
Ø 10
7.36 7.36 -
5.36 5.36 0.33
0.10 0.10 0.10 0.10 0.73
7.46 5.46 7.46 5.46 2.12
c Bekesting pas bataco Pasangan batako Beton pondasi footplate / pilecape P1B (8000x4000x800) a Beton mutu K300 slum + 12 b Besi beton D16 D19
x y x y
D16 D16 D19 D19
9.36 9.36 -
5.36 5.36
0.10 0.10 0.10 0.10
D19
D19 D19
-
D16
3.16 3.16
0.10 0.10 0.10 0.10
D19
x y x y
D16 D16 D19 D19
2.46 2.46
0.10 0.10 0.10 0.10
8 Beton pondasi footplate / pilecape P4 (6000x4000x1200) a Beton mutu K300 slum + 12 b Besi beton D16 D19
x y x y
D16 D16 D19
8.30 8.30
D19
6.30 6.30
0.10 0.10 0.10 0.10
9 Beton pondasi footplate / pilecape P5 (4000x4000x800) a Beton mutu K300 slum + 12 b Besi beton D16 D19 c
D16 D19
Bekesting Pas . bataco Pasangan batako
11 Beton sloof S1 (300x600) a Beton mutu K300 slum + Elv. Horizontal Vertikal Horizontal Vertikal
5.36 5.36
-
0.10 0.10
102.40
-
153.60
14,213.67
4,572.38 1,322.81 6,451.92 1,866.56
-
-
14,213.67
78.08
-
78.08
-
5.18
862.13
8.20
4.00
0.80
4.00
78.08
1.80
1.80
0.80
2.00
5.18 862.13
-
2.00 2.00 2.00 2.00
178.79 178.79 252.28 252.28
-
12.16
-
12.16
-
2.70
1.51 1.51 2.13 2.13
18.20 18.20 18.20 18.20
2.00
1.80
0.80
2.00
12.16
1.50
1.50
0.60
2.00
2.70
2.00 2.00 2.00 2.00
117.25 117.25 165.45 165.45
-
-
565.42
7.68
-
7.68
259.20
1.51 1.51 2.13 2.13
15.20 15.20 15.20 15.20
565.42
1.70
1.50
0.60
2.00
7.68 259.20
-
6.00
4.00
1.20
9.00
259.20
-
1.51 1.51 2.13 2.13
60.20 40.20 60.20 40.20
9.00 9.00 9.00 9.00
24,957.34
6,860.29 3,490.90 9,680.29 4,925.87
-
24,957.34
220.32
-
220.32
-
6.20
4.00
1.20
9.00
220.32
-
12.80
-
4.00
4.00
0.80
1.00
12.80
-
5.46 5.46
1.51 2.13
4.00
0.80
0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60
80.40 80.40
1.00 1.00
1.00
594.28
As J/ As 4-5 As 4/ As I-J As I/ As 4-5 As 5/ As I-J
52.48
102.40
4.00
4.20
-3.700 -3.700 -3.700 -3.700
-
-
0.80
8.40 6.40 8.40 6.40
c Bekesting Pas . bataco Pasangan batako
6,378.73
130.56
4.00
2.56 2.56 2.56 2.56
c Bekesting Pas . bataco Pasangan batako
-
-
2.70
2.46 2.46 -
51.20
130.56
8.00
3.26 3.26 3.26 3.26
Beton pondasi footplate / pilecape P3' (1500x1500x600) a Beton mutu K300 slum + 12
-
20,025.86
130.56
4.00 4.00 4.00 4.00
58.07
-
8.00
80.20 40.20 80.20 40.20
-
-
0.80
1.51 1.51 2.13 2.13
374.28
5,413.06 2,645.61 7,638.16 3,733.12 595.92
4.00
c Bekesting Pas . bataco
b Besi beton D16
20,025.86
5.18
3.16 3.16
D16
8.00 8.00 8.00 8.00 8.00
6.20
9.46 5.46 9.46 5.46
7 Beton pondasi footplate / pilecape P2 (1800x1800x800) a Beton mutu K300 slum + 12
x y x y
60.20 40.20 60.20 40.20 60.20
102.40
c Bekesting pas bataco Pasangan batako
b Besi beton D16
1.51 1.51 2.13 2.13 0.58
-
3.35 7.35 3.35 7.35
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
1,594.68
12.80
-
1,594.68
13.12
-
13.12
13.12
-
661.40 933.28
-
106.97
-
0.60 1.32 0.60 1.32
-
106.97
Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Horizontal Vertikal Horizontal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal
-3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -1,700 -1,700 -0.050 -0.050 -0.050 -0.050
b Besi beton Tulangan Pokok Tumpuan Lapangan
As 5/ As F-I As G/ As 5-17 As I/ As 5-17 As F/ As 5-17 As J/ As 5-17 As L/ As 5-17 As M/ As 5-17 As 5/ As J-M As 17/ As F-I As 17/ As J-M
10.23 47.35 47.35 48.65 47.35 47.35 48.65 10.23 10.23 10.23 29.10 29.10 14.98 29.10 29.10 3.35 7.35 3.35 7.35 10.40 15.35 15.35 12.85 12.85 12.85 12.85
As 7/ As F-M As 8/ As F-M
As 11/ As F-I' As 14/ As F-M As 15/ As F-M
As J/ As 17-18 As 18/ As I-J As I/ As 17-18 As 17/ As I-J As 11/ As J-M As E/ As 8-14 As N/ As 8-14 As 4/ As F-I As 4/ As J-N As 18/ As F-I As 18/ As J-N
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.84 8.52 8.52 8.76 8.52 8.52 8.76 1.84 1.84 1.84 5.24 5.24 2.70 5.24 5.24 0.60 1.32 0.60 1.32 1.87 2.76 2.76 2.31 2.31 2.31 2.31
-
24,950.06
-
24,950.06
-
602.16
-
11.69
-
2,437.68
D19
234.54
-
Tulangan Pinggang Tumpuan - Lapangan
D13
669.09
-
12.47
681.56
0.99
1.00
2.00
1,352.67
Sepihak Tumpuan Lapangan
D10 D10
0.55 0.55
-
0.10 0.10
1.30 1.30
0.58 0.58
4,691.83 1,564.61
1.00 1.00
3,560.00 1,187.17
Sengkang D 10 Tumpuan Lapangan
D10 D10
0.55 0.55
0.25 0.25
0.10 0.10
1.80 1.80
0.58 0.58
4,691.83 1,564.61
1.00 1.00
4,929.23 1,643.78
0.90 0.90 0.90 0.90 0.90 1.05 1.05 1.05 1.05 1.05 1.05 0.90 0.90 0.90 1.05 1.05 1.05 1.05 1.05 0.90 0.90 0.90 0.90 0.90 1.05 1.05 0.90 0.90 0.90 0.90
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2.00 2.00
3.00 3.00
c Bekesting Pas . bataco Horizontal Vertikal Horizontal Vertikal Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Horizontal Vertikal Horizontal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal
469.08
12.15 6.07
481.23 240.62
2.13 2.13
2.00 2.00
4.00 4.00
8,184.80 4,092.40
Elv.
12 Beton sloof S2 (250x400) a Beton mutu K300 slum + Elv. Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal b Besi beton Tulangan Pokok Tumpuan Lapangan
D19
602.16
-3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -1.700 -1.700 -0.050 -0.050 -0.050 -0.050
As J/ As 4-5 As 4/ As I-J As I/ As 4-5 As 5/ As I-J As 5/ As F-I As G/ As 5-17 As I/ As 5-17 As F/ As 5-17 As J/ As 5-17 As L/ As 5-17 As M/ As 5-17 As 5/ As J-M As 17/ As F-I As 17/ As J-M
-3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
As 5'/ As F-G As 7'/ As F-G As 9'/ As F-G As 12'/ As F-G As 14'/ As F-G As 15'/ As F-G As 5'/ As M-L As 7'/ As As M-L As 9'/ As As M-L As 12'/ As As M-L As 14'/ As As M-L As 15'/ As As M-L As 10'/ As I'-J As 11'/ As I'-J As 10/ As I'-J As 12/ As I'-J As I'/ As 10-12
3.35 7.35 3.35 7.35 10.23 47.35 47.35 48.65 47.35 47.35 48.65 10.23 10.23 10.23 29.10 29.10 14.98 29.10 29.10 3.35 7.35 3.35 7.35 10.40 15.35 15.35 12.85 12.85 12.85 12.85
As 7/ As F-M As 8/ As F-M
As 11/ As F-I' As 14/ As F-M As 15/ As F-M
As J/ As 17-18 As 18/ As I-J As I/ As 17-18 As 17/ As I-J As 11/ As J-M As E/ As 8-14 As N/ As 8-14 As 4/ As F-I As 4/ As J-N As 18/ As F-I As 18/ As J-N
116.85
2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 5.55 5.60 5.48 5.30 5.48 2.33 5.58 5.40 5.58 11.45 2.33 5.58 5.40 5.58 11.45 -
As 11/ As E-F As 9/ As A-E As 11/ As A-E As 13/ As A-E As A/ As 9-13 As 11/ As M-N As 9/ As N-R As 11/ As N-R As 13/ As N-R As R/ As 9-13
3.02 6.62 3.02 6.62 9.20 49.72 49.72 51.08 49.72 49.72 51.08 9.20 9.20 9.20 30.56 30.56 15.72 30.56 30.56 3.02 6.62 3.02 6.62 9.36 16.12 16.12 11.57 11.57 11.57 11.57
11.69
0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.56 0.56 0.55 0.53 0.55 0.23 0.56 0.54 0.56 1.15 0.23 0.56 0.54 0.56 1.15 2,437.68
D16
91.31
D16
45.66
-
2.24 1.12
93.55 46.78
1.51 1.51
-
845.69 422.85
Tulangan pinggang Tumpuan - lapangan
D13
118.41
-
2.72
121.13
0.99
1.00
2.00
240.41
Sengkang D 10 Tumpuan Lapangan
D10 D10
0.34 0.34
0.14 0.14
0.10 0.10
1.16 1.16
0.58 0.58
914.14 457.57
1.00 1.00
618.92 309.80
70.94
-
0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.65 0.65 0.65 0.65 0.65 0.50 0.50 0.65 0.65 0.65 0.65 0.65 0.50 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 3.61 3.64 3.56 3.45 3.56 1.16 3.62 3.51 3.62 7.44 1.16 3.62 3.51 3.62 7.44 -
-
2.90
-
2.90
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.11 0.08 0.11 0.08 0.11 0.10 0.10 0.11 0.07 0.12 0.07 0.12 0.11 0.08 0.11 0.08 0.11 0.10 0.10 0.10 0.26 0.13 0.14 0.12 0.13 0.12 601.80
-
601.80
c Bekesting Pas . bataco Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal
Elv.
-3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -1.700 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
As 5'/ As F-G As 7'/ As F-G As 9'/ As F-G As 12'/ As F-G As 14'/ As F-G As 15'/ As F-G As 5'/ As M-L As 7'/ As As M-L As 9'/ As As M-L As 12'/ As As M-L As 14'/ As As M-L As 15'/ As As M-L As 10'/ As I'-J As 11'/ As I'-J As 10/ As I'-J As 12/ As I'-J As I'/ As 10-12
-3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700
As I'/ As 4-5 As I'/ As 4-5' As I"/ As 4-5 As I"/ As 4-5' As I"'/ As 4-5 As 4'/ As I-J As 4"/ As I-J As 4"'/ As I-J As 11'/ As G'-I As G"/ As 9'-11 As 11'/ As F-G As G"/ As 11-12' As I'/ As 17-18 As I'/ As 17'-18 As I"/ As 17'-18 As I"/ As 17'-18 As I"'/ As 17'-18 As 17'/ As I-J As 17"/ As I-J As 17"'/ As I-J As K/ As 5-7 & As K/ As 15'-17 As G'/ As 9'-11 As 5"/ As L-K & As 15' / As L-K As 9'/ As G-I' As G'/ As 11-12' As 11'/ As G-I'
2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 5.55 5.60 5.48 5.30 5.48 2.33 5.58 5.40 5.58 11.45 2.33 5.58 5.40 5.58 11.45 -
As 11/ As E-F As 9/ As A-E As 11/ As A-E As 13/ As A-E As A/ As 9-13 As 11/ As M-N As 9/ As N-R As 11/ As N-R As 13/ As N-R As R/ As 9-13
13 Beton sloof S3 (150x200) a Beton mutu K300 slum + Elv. Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Horizontal Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Horizontal Vertikal
-
96.53
3.63 2.75 3.63 2.75 3.63 3.45 3.45 3.60 2.43 3.95 2.43 3.95 3.63 2.75 3.63 2.75 3.63 3.45 3.45 3.45 8.75 4.23 4.83 4.08 4.23 4.08 -
0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
70.94
-
b Besi beton Tulangan pokok Tumpuan - Lapangan
D10
96.53
-
1.81
98.33
0.58
2.00
2.00
229.58
-
Sengkang Ø 10 Tumpuan - Lapangan
Ø 10
0.09
0.14
0.10
0.66
0.58
966.25
1.00
372.22
-
9.65
-
9.65
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.36 0.28 0.36 0.28 0.36 0.35 0.35 0.36 0.24 0.40 0.24 0.40 0.36 0.28 0.36 0.28 0.36 0.35 0.35 0.35 0.88 0.42 0.48 0.41 0.42 0.41 -
0.62
44.27
20.00 5.00
35.91 8.98
c Bekesting Pas . bataco Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Vertikal Horizontal Vertikal Horizontal Horizontal Horizontal Horizontal Horizontal Horizontal Vertikal Vertikal Vertikal Horizontal Horizontal Vertikal Vertikal Horizontal Vertikal
Elv. -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700 -3.700
14 Beton kolom K1 (650x650) a Beton kolom K1 (650x650) Beton kolom cover K1' (650x650) Pengurang Hbeam 350 Plat plandes 2x12 mm
As I'/ As 4-5 As I'/ As 4-5' As I"/ As 4-5 As I"/ As 4-5' As I"'/ As 4-5 As 4'/ As I-J As 4"/ As I-J As 4"'/ As I-J As 11'/ As G'-I As G"/ As 9'-11 As 11'/ As F-G As G"/ As 11-12' As I'/ As 17-18 As I'/ As 17'-18 As I"/ As 17'-18 As I"/ As 17'-18 As I"'/ As 17'-18 As 17'/ As I-J As 17"/ As I-J As 17"'/ As I-J As K/ As 5-7 & As K/ As 15'-17 As G'/ As 9'-11 As 5"/ As L-K & As 15' / As L-K As 9'/ As G-I' As G'/ As 11-12' As 11'/ As G-I'
3.63 2.75 3.63 2.75 3.63 3.45 3.45 3.60 2.43 3.95 2.43 3.95 3.63 2.75 3.63 2.75 3.63 3.45 3.45 3.45 8.75 4.23 4.83 4.08 4.23 4.08 -
-
0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10
0.65 0.65
0.65 0.65
4.25 4.25
44.89
0.86 0.55
0.013 0.55
3.30 0.01
3.30 2.00
5.00 5.00
0.59 0.04
b Besi beton Kolom K1 Tulangan pokok Sepihak tumpuan-lapangan Sengkang tumpuan-lapangan Besi beton kolom cover K1' (650x650) Tulangan pokok Sepihak tumpuan-lapangan Sengkang tumpuan-lapangan
293.25
2.83 0.58 0.58
16.00 72.58 72.58
20.00 20.00 20.00
D22 Ø 10 Ø 10
0.60 0.60
0.30 0.60
8.95 0.10 0.10
8.95 2.00 2.60
2.83 0.58 0.58
16.00 72.58 72.58
5.00 5.00 5.00
2,023.92 423.65 550.74
25.00
293.25
-
44.89
-
44.89
2,260.50
-
2,260.50
-
373.71
-
90.00
0.43
1.78
0.73
0.65
4.25
8,095.67 1,694.59 2,202.97
3.30
137.00
5.00
2,260.50 373.71
g Plat plandes 2x 12 mm Plat Lekat 12 mm Stifner 12 mm
0.55
2.00
94.22
5.00
285.02
0.35
2.00
94.22
1.00
59.36
0.90
0.17
2.00
94.22
1.00
29.34
18.00
5.00
90.00
2.00
2.21
2.00
2.00 2.00
-
18.00 39.65
2.00 2.00 2.00 2.00 2.00
644.66 75.91 30.25 97.20 38.73
2.00
19.21
-
2.21
-
2.21
620.40
-
620.40
-
132.95
-
28.00
-
0.85
15 Beton kolom K2 (400x650)
2.21
0.65
D19 Ø 10 Ø 10 Ø 10 Ø 10
1.01 0.45
0.015 0.34
3.30 0.01
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
8.42 0.10 0.10 0.10 0.10
0.40
4.25 4.25
8.42 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
2.13 0.58 0.58 0.58 0.58
0.73
0.40
15.80
39.65
15.80
4.25
d Bongkar begesting e Stutwerk
f Kolom Hbeam 300
3.30
94.00
2.00
886.75
886.75
19.21
-
19.21
19.21
-
0.34
2.00
94.22
2.00
56.81
0.90
0.30
1.00
94.22
2.00
50.88
0.90
0.15
1.00
94.22
2.00
25.25
14.00
2.00
28.00
2.00
0.85
2.00 2.00 2.00
237.99 64.80 25.82
-
-
328.61
14.11
-
14.11
2.00
14.11 14.11
-
14.11
0.85
-
0.85
0.85
-
0.85
456.39
16 Beton kolom K3 (200x500)
0.85
0.50
0.45 0.45
0.15 0.15
7.90 0.10 0.10
0.20
4.25
7.90 1.40 1.40
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.63
0.20
10.00 39.65 15.80
4.25
d Bongkar begesting e Stutwerk Beton kolom K3A (200x500) a Beton mutu K300 slum + 12
0.50
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
7.90 0.10 0.10
0.20
4.25
7.90 1.40 1.40
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.63 -
d Bongkar begesting
0.20 -
10.00 79.98 53.65
4.25 -
0.85 456.39
-
2.00 2.00 2.00
237.99 130.71 87.68
-
14.11
-
14.11
2.00 -
14.11 14.11
-
14.11
0.85
-
0.85
17.00
1.00
16.00
17 Beton kolom K4 (1000x1000) basement
1.00
D19 Ø 10 Ø 10
1.14 0.65
0.015 0.65
3.30 0.01
0.95 0.45
0.95 0.95
8.42 0.10 0.10
1.00
4.25 4.25 2.00
8.42 4.00 3.00
2.13 0.58 0.58
1.08
1.00
24.00 39.65 15.80
4.25
328.61
2.00
e Stutwerk
a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 400 Plat plandes 2x12 mm
19.21
620.40
28.00
D16 Ø 10 Ø 10
-
0.45
h Angkur Baut 22 mm
a Beton mutu K300 slum + 12
0.42 0.01 -
132.95
g Plat plandes 2x 12 mm Plat Lekat 12 mm Stifner 12 mm
293.25
0.90
90.00
a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 300 Plat plandes 2x12 mm
-
0.55
h Angkur Baut 22 mm
c Bekesting Begisting Multipleks
-
-
8.95 2.00 2.60
f Kolom Hbeam 350
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
293.25
293.25
8.95 0.10 0.10
e Stutwerk
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
14,991.55
0.30 0.60
d Bongkar begesting
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
-
0.60 0.60
c Bekesting Begisting Multipleks
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
14,991.55
D22 Ø 10 Ø 10
4.00
17.00
4.00 4.00
-
4.00 4.00 4.00
1,719.10 370.28 110.66
-
-
2,200.04
70.72
-
70.72
4.00
70.72 70.72
2,200.04
0.96 0.04
d Bongkar begesting
70.72
-
e Stutwerk
17.00
-
17.00
2,270.40
-
2,270.40
-
585.29
Kolom Hbeam 400
3.30
172.00
4.00
2,270.40
2.00
94.22
4.00
318.46
585.29
Plat plandes 2x 12 mm
0.65
0.65
Plat Lekat 12 mm Stifner 12 mm
1.20
0.40
1.00
94.22
4.00
180.90
1.20
0.19
1.00
94.22
4.00
85.93
20.00
4.00
80.00
4.00 4.00
2.63 1.31
12.00 2.00
201.49 438.63
4.00 4.00
45.36 42.00
80.00
Angkur Baut 22 mm Beton Kolom Lift KL (500x500) basement a Beton mutu K300 slum + 12
b Besi beton Tulangan pokok Sengkang
3.94
0.50 0.25
0.25 0.25
5.25 5.25
640.13
D19 D16
0.50
0.25
7.90 0.16
7.90 1.82
c Bekesting Begisting Multipleks
2.13 1.51
1.00 79.98
1.00
5.25 5.25
e Stutwerk 18 Beton kolom praktis KP (110x110) a Beton
Horisontal Beton balok B1C Horisontal Horisontal Horisontal Horisontal
-0,050 -0,050 -0,050 -0,050
As I / As 4-5 As J / As 4-5 As I / As 14-17 As J / As 14-17
-0,050 -0,050
As 8/ AS E-N As 14/ AS E-N
Vertikal
Horisontal Horisontal Horisontal Horisontal Vertikal
Horisontal Horisontal Horisontal Vertikal
Horisontal Horisontal Vertikal
Horisontal Horisontal
Beton balok B1A Vertikal Vertikal
-
640.13
51.00
87.36
87.36
-
87.36
3.94
-
3.94
158.10
-
158.10
158.10
-
-
3.10
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
6.18 6.30 6.18 2.73 2.76 2.73 2.76 1.32 2.76 3.03 2.76 6.18 2.73 2.73 1.32 2.76 3.03 2.79
0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
0.60 0.60 0.60 0.60
0.30 0.30
0.60 0.60
1.00 1.00
1.00 1.00
6.18 6.30
75.97
-
75.97
-
17,894.35
339.30
As 5/ As E-N As 7/ As E-N As 15/ As E-N As L/ As 5-8 As J / As 5-8 As G/ As 5-8 As I / As 5-8 As 4/ As I-J As E / As 5-8 As E / As 14-17
Vertikal
3.94
-
-
422.03
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
Vertikal
`
-
80.00
-
87.36
1.08
d Bongkar begesting
19 Beton balok B1 (300x600) a Beton balok B1
-
34.34 35.01 34.33 15.18 15.35 15.18 15.35 7.34 15.35 16.83 15.35 34.33 15.18 15.18 7.34 15.35 16.83 15.51
As N / As 5-8 As 17/ As E-N As L/ As 14-17 As G/ As 14-17 As 18/ As I-J As I / As 14-17 As N / As 14-17 As J / As 14-17
13.40
3.35 3.35 3.35 3.35
69.34
34.33 35.01
b Besi beton
17,894.35
Balok B1
B A S E M E N T
- Tulangan pokok Tumpuan kiri dan kanan Lapangan
D19 D19
248.45 124.22
-
7.42 3.71
255.86 127.93
2.13 2.13
1.00 1.00
11.00 10.00
5,983.60 2,719.82
-
- Tulangan pinggang Tumpuan - Lapangan
D13
362.13
-
3.81
365.94
0.99
1.00
2.00
726.26
-
- Sepihak Tumpuan Lapangan
D10 D10
0.54 0.54
-
0.10 0.10
0.64 0.64
0.58 0.58
2,485.46 994.78
1.00 1.00
928.44 371.60
-
- Sengkang D10 Tumpuan Lapangan
D10 D10
0.54 0.54
0.24 0.24
0.10 0.10
1.76 1.76
0.58 0.58
2,485.46 994.78
1.00 1.00
2,553.20 1,021.90
-
- Tulangan pokok Tumpuan-Lapangan
D19
15.81
-
0.38
16.19
2.13
1.00
8.00
275.41
-
- Sepihak Tumpuan-Lapangan
D10
0.54
-
0.10
0.64
0.58
127.50
1.00
47.63
-
- Sengkang D10 Tumpuan-Lapangan
D10
0.54
0.24
0.10
1.76
0.58
127.50
1.00
130.98
- Tulangan pokok Tumpuan kiri dan kanan Lapangan
D19 D19
51.38 25.69
-
1.72 0.86
53.09 26.55
2.13 2.13
1.00 1.00
12.00 11.00
1,354.51 620.82
- Tulangan pinggang Tumpuan - Lapangan
D13
74.62
-
0.88
75.51
0.99
1.00
2.00
149.85
- Sepihak Tumpuan Lapangan
D10 D10
0.54 0.54
-
0.10 0.10
0.64 0.64
0.58 0.58
514.76 206.50
1.00 1.00
192.29 77.14
- Sengkang D10 Tumpuan Lapangan
D10 D10
0.54 0.54
0.24 0.24
0.10 0.10
1.76 1.76
0.58 0.58
514.76 206.50
1.00 1.00
528.79 212.13
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Balok B1C
Balok B1A
Bekesting Begisting balok B1 Vertikal Vertikal Vertikal
Horisontal Horisontal Horisontal Horisontal Vertikal
Horisontal Horisontal Horisontal Vertikal
Horisontal Horisontal Vertikal
535.29
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
As 5/ As E-N As 7/ As E-N As 15/ As E-N As L/ As 5-8 As J / As 5-8 As G/ As 5-8 As I / As 5-8 As 4/ As I-J As E / As 5-8 As E / As 14-17 As N / As 5-8 As 17/ As E-N As L/ As 14-17 As G/ As 14-17 As 18/ As I-J
34.34 35.01 34.33 15.18 15.35 15.18 15.35 7.34 15.35 16.83 15.35 34.33 15.18 15.18 7.34
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96 0.96 0.96 0.96 1.20 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 1.20
43.27 44.11 43.25 19.12 19.34 19.12 19.34 11.01 19.34 21.20 19.34 43.25 19.12 19.12 11.01
-
535.29
As I / As 14-17 As N / As 14-17
Horisontal
-0,050 -0,050 -0,050 -0,050
Beton balok B1C Horisontal Horisontal Horisontal Horisontal
Horisontal Horisontal
Beton balok B1A Vertikal Vertikal
As J / As 14-17
15.35 16.83 15.51
0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
19.34 21.20 19.55
-0,050 -0,050 -0,050 -0,050
As I / As 4-5 As J / As 4-5 As I / As 14-17 As J / As 14-17
3.35 3.35 3.35 3.35
0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00
4.22 4.22 4.22 4.22
-0,050 -0,050
As 8/ AS E-N As 14/ AS E-N
34.33 35.01
0.30 0.30
0.96 0.96
1.00 1.00
1.00 1.00
43.25 44.11
Bongkar begesting Stutwerk
20 Beton balok B1' (400x900) a Beton mutu K300 slum + 12
16.30
b Besi beton - Tulangan pokok Tumpuan Lapangan
0.40
0.90
535.29
-
535.29
75.97
-
75.97
11.74
-
11.74
-
2,934.48
-
63.90
2.00
11.74 2,934.48
- Sepihak Tumpuan-Lapangan
Sengkang tumpuan Sengkang Lapangan
D22 D22
20.45 7.51
-
0.69 0.35
21.14 7.85
2.83 2.83
2.00 2.00
12.00 6.00
1,434.64 266.49
D13 D13
0.84 -
0.34
0.10 0.10
0.94 0.44
0.99 0.99
205.51 61.07
2.00 2.00
383.39 53.33
Ø 10 Ø 10
0.84 0.84
0.34 0.34
0.10 0.10
2.56 2.56
0.58 0.58
205.51 61.07
2.00 2.00
614.13 182.50
1.00
2.00
63.90
c Bekesting
63.90
16.30
0.40
1.56
Bongkar begesting
63.90
-
63.90
Stutwerk
11.74
-
11.74
48.58
-
48.58
-
11,972.94
21 Beton balok B2 (250x400) Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Vertikal Vertikal Vertikal Vertikal
Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Vertikal Vertikal Vertikal Vertikal
485.83
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
19.63 15.88 15.88 19.63 15.88 15.88 35.03 35.03 35.03 35.03 19.63 15.88 15.88 19.63 15.88 15.88 35.05 35.05 35.05 35.05
As I'/ As 4-8 As G'/ As 5-8 As H'/ As 5-8 As I"/ As 4-8 As J'/ As 5-8 As K/ As 5-8 As 14/ As E-N As 14"/ As E-N As 15'/ As E-N As 16'/ As E-N As I'/ As 14-18 As G'/ As 14-17 As H'/ As 14-17 As I"/ As 14-18 As J'/ As 14-17 As K/ As 14-17 As 5'/ As E-N As 6'/ As E-N As 7'/ As E-N As 7"/ As E-N
0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2.00 1.00 5,332.26
3.00 2.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.96 1.59 1.59 1.96 1.59 1.59 3.50 3.50 3.50 3.50 1.96 1.59 1.59 1.96 1.59 1.59 3.51 3.51 3.51 3.51
b Besi beton Horisontal
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan-lapangan
c Bekesting Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Vertikal Vertikal Vertikal Vertikal
Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Vertikal Vertikal Vertikal Vertikal
D19 D13 Ø 10
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
533.13 518.19 0.34
0.19
15.76 10.79 0.10
548.89 528.98 1.26
2.13 0.99 0.58
19.63 15.88 15.88 19.63 15.88 15.88 35.03 35.03 35.03 35.03 19.63 15.88 15.88 19.63 15.88 15.88 35.05 35.05 35.05 35.05
As I'/ As 4-8 As G'/ As 5-8 As H'/ As 5-8 As I"/ As 4-8 As J'/ As 5-8 As K/ As 5-8 As 14/ As E-N As 14"/ As E-N As 15'/ As E-N As 16'/ As E-N As I'/ As 14-18 As G'/ As 14-17 As H'/ As 14-17 As I"/ As 14-18 As J'/ As 14-17 As K/ As 14-17 As 5'/ As E-N As 6'/ As E-N As 7'/ As E-N As 7"/ As E-N
0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56
Stutwerk
Voute Plat tutup (HCO) Stifner t=12 mm Plat Lekat t=12 mm
23 Balok IWF 400X200 Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Horisontal Vertikal Vertikal Vertikal Vertikal
Horisontal
31.15 15.58 15.58 2.00 0.58 1.01 1.55 1.55
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
0.50 0.18 0.19 0.15 0.20
0.34
0.50 0.26 0.20 0.23 0.31
185.00 185.00 185.00
94.22
2.00 11.00 14.00 8.00 2.00
1.00 1.00 2.00 2.00 2.00 2.00 2.00
66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00 66.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
94.22 94.22 94.22
103.14
As F/ As 8-11 As H'/ As 8-11 As J'/ As 8-11 As F/ As 11-14 As H'/ As 11-14 As J'/ As As 11-14 As M/ As 8-11 As M/ As 11-14 As 9'/ As I-J As 10/ As I-J As 12/ As I-J As 12'/ As I-J As I'/ As 8-9'
7.73 7.73 7.73 7.73 7.73 7.73 7.75 7.75 7.73 7.78 7.73 7.78 2.35
7,001.65 1,049.84 3,921.45
393.52
0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
Bongkar begesting
22 Balok IWF HONEYCOMB 1050X300 Original IWF 700
11,972.94
-
393.52
15.90 12.86 12.86 15.90 12.86 12.86 28.38 28.38 28.38 28.38 15.90 12.86 12.86 15.90 12.86 12.86 28.39 28.39 28.39 28.39 393.52
-
48.58
-
393.52 48.58
7,655.18
-
7,655.18
2,881.38 2,881.38 370.00 539.82 515.27 350.50 116.83 7,018.55
509.85 510.44 509.85 510.44 509.85 509.85 511.50 511.50 509.85 513.15 509.85 513.15 155.10
-
7,018.55
Horisontal Horisontal Voute
-0,050 -0,050
As I'/ As 10-12 As I'/ As 12'-14
x y
0.80 0.80 0.37 0.80 0.80
Stifner t=12 mm Plat Lekat t=12 mm
5.58 2.35 0.40 0.40 0.09 0.20 0.20
0.16 0.16 0.03 0.08 0.08
24 Balok IWF 300X150 As 9'/ As E-F As 10/ As E-F As 12/ As E-F As 12' / As E-F As 9'/ As H'-I As 10/ As H'-I As 12/ As H'-I As 12' / As H'-I As 9'/ As F-G As 10/ As F-G As 12/ As F-G As 12' / As F-G As 9'/ G-H' As 10/ G-H' As 12/ G-H' As 12'/ G-H' 12.60
Voute
y
0.60 0.60 0.27 0.27 0.27 0.70 0.70 0.60
Stifner
Plat Lekat t=12 mm
0.30 0.30 0.07 0.07 0.07 0.25 0.25 0.15
Voute
114.14 10.57 2.58 2.58 2.58 2.58 3.77 3.77 3.77 3.77 2.56 2.56 2.48 2.48 3.75 3.75 3.75 3.75 13.30 13.25 13.30 13.25
1.00 1.00
367.95 155.10
66.00 66.00 66.00 66.00
2.00 1.00 8.00 2.00 1.00
4.00 2.00 2.00 4.00 2.00
84.48 21.12 52.72 42.24 10.56
36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70 36.70
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
387.74 94.50 94.50 94.50 94.50 138.43 138.43 138.43 138.43 93.88 93.88 90.83 90.83 137.63 137.63 137.63 137.63 488.26 486.42 488.26 486.42
36.70 36.70
94.22
4.00 3.00 4.00 3.00 8.00 4.00 3.00 8.00
2.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00
26.42 9.91 14.75 5.53 29.51 131.91 49.47 135.68
89.58 89.58 89.58 89.58 89.58 89.58 89.58
1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00
683.07 683.07 1,162.34 434.48 434.48 472.55 1,168.43
2.00 3.00 2.00 3.00 2.00 2.00 3.00 2.00
2.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00
32.25 24.19 37.69 28.27 37.69 94.22 70.67 89.04
2.00 2.00 1.00
2.00 4.00 2.00
263.82 339.19 84.80
4.00 3.00 8.00
2.00 1.00 2.00
150.75 56.53 301.50
94.22
2.00 3.00 2.00
2.00 1.00 2.00
151.69 113.77 151.69
2.00 2.00 2.00 2.00
13.00 5.00 3.00 7.00
4.00 10.00 11.00 9.00
104.00 100.00 66.00 126.00
2.00 2.00
3.00 7.00
16.00 5.00
96.00 70.00
1.00 1.00 1.00
2.00 2.00 1.00
0.82 0.20 0.16
8.00 8.00 8.00 55.40 14.60 22.85
2.00 2.00 1.00 2.00 2.00 1.00
191.51 52.72 40.39 68.55 18.07 14.14
1.00 1.00 1.00
2.00 2.00 2.00
4,591.94
94.22 94.22 94.22 94.22 94.22
56.24 7.63 7.63 12.98 4.85 4.85 5.28 13.04 x y x y
1.00 1.00
94.22
0.09 0.09 0.02 0.02 0.02 0.18 0.18 0.09
25 Balok IWF 500X250
66.00 66.00
5,452.42
0.60 0.60 0.50 0.50 0.50 1.00 1.00 1.05
0.30 0.30 0.20 0.20 0.20 0.25 0.25 0.23
0.09 0.09 0.10 0.10 0.10 0.25 0.25 0.24
89.58 89.58
Balok IWF HONEYCOMB 1050X300 Balok IWF 400X200
1.75 0.90 0.90
0.40 0.50 0.50
0.70 0.45 0.45
94.22
Balok IWF 300X150
0.80 0.80 0.80
0.25 0.25 0.25
0.20 0.20 0.20
94.22
1.15 1.15 1.15
0.35 0.35 0.35
0.40 0.40 0.40
94.22
Stifner
Plat Lekat t=12 mm
x y
94.22 94.22 94.22 94.22 94.22 94.22
26 Plat Plandes tebal 12 mm
1,613.75
Balok IWF 500X250
94.22 94.22
94.22 94.22
94.22
27 Angkur Baut 22 mm
28 Baut HTB dia. 19 mm lengkap dengan ring dan mur
29 Beton balok tangga BT (250x300)
b Besi beton Tulangan pokok
Sengkang
5.44 1.36 2.19
D19 D19 D19 Ø 10 Ø 10 Ø 10
5.44 1.36 2.19 0.24 0.24 0.24
0.19 0.19 0.19
0.19 0.19 0.19 0.10 0.10 0.10
0.25 0.25 0.25
0.30 0.30 0.30
5.63 1.55 2.38 1.06 1.06 1.06
2.13 2.13 2.13 0.58 0.58 0.58
c Bekesting 5.44 1.36 2.19
0.25 0.40 0.40
0.36 0.36 0.36
Bongkar begesting Stutwerk 30 Beton balok lateu BL (110x110)
a Beton mutu K300 slum + 12
b Besi beton Tulangan Sengkang
31.00
Ø 10 Ø 10
33.40 0.01
0.01
0.10 0.10
0.11
0.11
33.50 0.23
0.58 0.58
31.00 Bongkar begesting Stutwerk 31 Beton plat bordes tangga, tebal 15 cm
396.00
-
166.00
-
1.18
385.38
-
385.38
12.03
-
12.03
12.03
-
12.03
1.18
-
1.18
0.75
-
0.75
229.06
-
229.06
0.11
0.11
13.64
-
13.64
13.64
-
13.64
0.75
-
0.75
0.53
-
0.53
6.64 2.07 3.32
1.00
2.00
0.75
4.00 268.20
2.00 2.00
156.42 72.63
1.00
2.00
13.64
c Bekesting
5,452.42
-
1.18
a Beton mutu K300 slum + 12
-
1,613.75
166.00
Balok IWF 300X150 Balok IWF 500X250
4,591.94
-
396.00
Balok IWF HONEYCOMB 1050X300 Balok IWF 400X200 Balok IWF 300X150 Balok IWF 500X250
-
a Beton mutu K300 slum + 12 b Besi beton Tulangan Tulangan
1.48
x y x y
Ø 10 Ø 10 D13 D13
1.48 1.20 1.48 1.20
-
0.10 0.10 0.10 0.10
1.20
0.15
1.58 1.30 1.58 1.30
2.00
0.58 0.58 0.99 0.99
1.00
1.20 1.20
0.15 -
-
91.16
4.36
-
4.36
10.88 9.00 10.88 9.00
2.00 2.00 2.00 2.00
20.10 13.66 34.18 23.22
2.00 2.00
1.00 1.00
0.80 3.55
c Bekesting 1.48 1.48
0.53 91.16
Bongkar begesting
4.36
-
4.36
Stutwerk
0.53
-
0.53
2.84
-
2.84
226.33
-
226.33
4.34
-
4.34
32 Beton anak tangga, tebal 15 cm
a Beton mutu K300 slum + 12
1.28
b Besi beton Tulangan
Ø 10 D13
0.45 1.28
0.18 -
0.10 0.10
0.30
0.18
0.73 1.38
0.58 0.99
1.00
20.00
2.84
13.75 4.00
20.00 20.00
117.17 109.16
1.00
20.00
4.34
c Bekesting 1.28
-
0.17
Bongkar begesting
4.34
-
4.34
Stutwerk
2.84
-
2.84
0.68
-
0.68
475.19
-
475.19
15.23
-
15.23
15.23
-
15.23
0.68
-
0.68
31.26
-
31.26
2,932.65
-
2,932.65
197.39
-
197.39
33 Beton plat tangga, tebal 15 cm
a Beton mutu K300 slum + 12
b Besi beton Tulangan
7.15
x y x y
Ø 10 Ø 10 D13 D13
1.98 7.15 1.98 7.15
-
0.10 0.10 0.10 0.10
1.98
0.15
2.08 7.25 2.08 7.25
0.58 0.58 0.99 0.99
1.00
1.00
72.48 20.80 72.48 20.80
1.00 1.00 1.00 1.00
87.99 87.99 149.60 149.60
1.00 1.00
1.00 1.00
14.15 1.07
c Bekesting 7.15 7.15
1.98 -
0.15
Bongkar begesting Stutwerk 34 Beton lantai jalan ramp, tebal 15 cm
a Beton mutu K300 slum + 12
b Besi beton Tulangan
27.42
x y
Ø 10 Ø 10
35 Beton lantai basement, tebal 15 cm
a Plat lantai
-3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700 -3700
3.80 29.02
-
8.00
164.49
1,315.96
8.00
7.38 7.40 7.40 7.40 7.56 7.38 7.40 7.40 7.40 7.56 1.16 1.16 1.10 1.11 2.29 1.16 1.16 1.10 1.11 1.93 0.32 1.12 6.32 1.12 6.32 1.16 1.11 1.11 1.12 1.10 1.10 1.16 1.11 1.11 1.12 1.10 1.10 7.38 7.38 0.51 0.20 0.20 0.08 0.08 0.20 0.20 0.51 0.58 0.58 0.51 0.20 0.20 0.08 0.08 0.20 0.20 0.51 0.58 0.58 5.41 0.80 0.28 5.41 0.80 0.28 1.08
59.08 59.17 59.17 59.17 60.45 59.08 59.17 59.17 59.17 60.45 9.30 9.30 8.82 8.91 18.36 9.30 9.30 8.82 8.91 15.42 2.58 8.93 50.57 8.93 50.57 9.30 8.91 8.91 8.94 8.82 8.82 9.30 8.91 8.91 8.94 8.82 8.82 59.07 59.07 4.07 1.57 1.57 0.66 0.66 1.57 1.57 4.07 4.66 4.66 4.07 1.57 1.57 0.66 0.66 1.57 1.57 4.07 4.66 4.66 43.30 6.42 2.20 43.30 6.42 2.20 8.66
8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00
1.07 1.07
3.80
0.15
4.87 30.08
0.58 0.58
0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15
0.68
1.00
2.00
31.26
275.18 39.00
2.00 2.00
1,563.07 1,369.59
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
8.86 8.88 8.88 8.88 9.07 8.86 8.88 8.88 8.88 9.07 1.39 1.39 1.32 1.34 2.75 1.39 1.39 1.32 1.34 2.31 0.39 1.34 7.59 1.34 7.59 1.39 1.34 1.34 1.34 1.32 1.32 1.39 1.34 1.34 1.34 1.32 1.32 8.86 8.86 0.61 0.24 0.24 0.10 0.10 0.24 0.24 0.61 0.70 0.70 0.61 0.24 0.24 0.10 0.10 0.24 0.24 0.61 0.70 0.70 6.49 0.96 0.33 6.49 0.96 0.33 1.30
-3700 -3700 -3700 -3700 -3700 b Besi beton Ø 10-150 Plat lantai utama Kamar mandi
8.00 8.00 8.00 8.00 8.00
0.99 5.08 1.08 0.99 5.08
7.95 40.62 8.66 7.95 40.62
0.15 0.15 0.15 0.15 0.15
1.00 1.00 1.00 1.00 1.00
1.19 6.09 1.30 1.19 6.09 27,136.69
x y x y
Ø 10 Ø 10 Ø 10 Ø 10
46.41
32.72
16.70 8.70
0.69 0.90 0.40 0.20
47.10 33.62 17.10 8.90
c Bekesting Plat lantai utama
0.58 0.58 0.58 0.58
225.10 315.00 60.33 115.00
2.00 2.00 2.00 2.00
12,376.67
8.00 8.00
0.12
1.00 1.00
1.00 1.00
41.40 1,315.96
27,136.69
-
1,357.36
-
287.77
-
52,388.73
12,360.92 1,204.34 1,194.77 1,357.36
164.49 164.49
-
37 Beton plat lantai, tebal 12 cm
a Beton mutu K300 slum + 12
2,398.04
247.67 220.11 56.29 13.52 6.10 5.98 6.10 18.90 14.46 6.87 20.26 8.49 7.48 13.03 6.30 9.09 1.86 17.28 13.03 12.81 12.81 12.81 8.82 6.08 13.52 6.10 6.01 6.10 18.90 220.11 56.29 14.46 6.87 20.26 8.49 7.48 13.03 6.30 9.09 1.86 17.28 13.03 12.81 12.81 12.81 8.82 6.08 8.28 6.12 40.43 40.43 247.67 220.11 56.29 13.52 6.10 5.98 6.10 18.90 14.46 6.87 20.26 8.49 7.48 13.03 6.30 9.09 1.86 17.28 13.03 12.81 12.81 12.81 8.82 6.08 13.52 6.10 5.98 6.10 18.90 14.46 6.87 20.26 8.49 7.48 13.03 6.30 9.09 1.86 17.28 13.03 12.81 12.81 12.81 8.82 6.08 8.28 6.12 37.74 37.74 b Besi beton Ø 10-150
287.77 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
29.72 26.41 6.75 1.62 0.73 0.72 0.73 2.27 1.74 0.82 2.43 1.02 0.90 1.56 0.76 1.09 0.22 2.07 1.56 1.54 1.54 1.54 1.06 0.73 1.62 0.73 0.72 0.73 2.27 26.41 6.75 1.74 0.82 2.43 1.02 0.90 1.56 0.76 1.09 0.22 2.07 1.56 1.54 1.54 1.54 1.06 0.73 0.99 0.73 4.85 4.85 29.72 26.41 6.75 1.62 0.73 0.72 0.73 2.27 1.74 0.82 2.43 1.02 0.90 1.56 0.76 1.09 0.22 2.07 1.56 1.54 1.54 1.54 1.06 0.73 1.62 0.73 0.72 0.73 2.27 1.74 0.82 2.43 1.02 0.90 1.56 0.76 1.09 0.22 2.07 1.56 1.54 1.54 1.54 1.06 0.73 0.99 0.73 4.53 4.53 52,388.73
Plat lantai utama
x y
Ø 10 Ø 10
73.05
0.58 0.58
45.96
c Bekesting Plat lantai utama
307.37 487.99
2.00 2.00
1.00 1.00
1.00 1.00
26,210.18 26,178.55 2,785.06
78.79 78.79
35.00 35.00
0.12
Bongkar begesting Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex
448.54
a Plat lantai utama
5.58 5.70 6.48 5.58 5.70 6.48 7.91 8.03 9.13 7.91 8.03 9.13 5.58 5.70 6.48 5.58 5.70 6.48 7.91 8.03 10.67 8.53 8.65 9.83 8.53 8.65 9.83 9.39 9.42 10.67 8.53 8.65 9.83 9.39 9.42 10.67 9.39 9.43 10.72 9.39 9.43 10.72 9.66 5.70 6.48 7.84 7.82 7.82 11.31 7.55 9.66 7.84 10.67 9.39 b Besi wiremesh M 10 Plat lantai utama
M10
c Bekesting Plat lantai utama Stutwerk
2,785.06
-
287.77
53.82
-
53.82
4,643.43
-
4,643.43
560.00
-
560.00
53.82
-
53.82
11.63
1.18
10.46
1.00
4,643.43
1.00
1.00
560.00
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
16.00
-
287.77
1.00
0.12
35.00
2,785.06
0.67 0.68 0.78 0.67 0.68 0.78 0.95 0.96 1.10 0.95 0.96 1.10 0.67 0.68 0.78 0.67 0.68 0.78 0.95 0.96 1.28 1.02 1.04 1.18 1.02 1.04 1.18 1.13 1.13 1.28 1.02 1.04 1.18 1.13 1.13 1.28 1.13 1.13 1.29 1.13 1.13 1.29 1.16 0.68 0.78 0.94 0.94 0.94 1.36 0.91 1.16 0.94 1.28 1.13
0.12
96.55
2,785.06
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.12
48.09
-
27.31 2,757.75
39 Beton plat dinding lift, tebal 25 cm
a Beton Pitlift
Dinding lift Pengurang Pintu lift
2.50 2.45 2.50 2.45
0.25 0.25 0.25 0.25
1.60 1.60 3.10 3.10
2.00 2.00 2.00 2.00
1.00 1.00 1.00 1.00
1.88
0.25
2.50
1.00
1.00
b Besi beton Ø 10-100 x y z
Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10
Pengurang Pintu lift
2.60
3.10
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58
17.00 26.00 17.00 25.50 32.00 26.00 32.00 25.50
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
2.50
2.00 2.00
0.62 0.62
1.00 1.00
2.00 2.00
1.60 1.60 3.10 3.10
2.00 2.00 2.00 2.00
2.00 2.00 2.00 2.00
2.50
2.00
2.00
1.70 2.55 1.70 2.60 3.10 2.55
1.80
c Bekesting Pitlift
2.00 1.96 3.88 3.80 1.18 1,166.28
103.19 103.19 101.21 101.21 194.24 188.17 190.51 184.56
Dinding lift Pengurang Pintu lift
-
1.88
1,155.62
4.46 6.20
93.06
2.50 2.45 2.50 2.45
10.66
18.80
74.26
16.00 15.68 31.00 30.38 18.80
d Bongkar begesting
93.06
18.80
74.26
e Stutwerk
11.63
1.18
10.46
238.83
-
238.83
-
13,979.40
40 Beton plat dinding basement, tebal 20 cm
a Beton mutu K300 slum + 12
49.10 27.95 11.65
b Besi beton
Ø 10
52.80
2.00
0.20 0.20 0.20
3.58 3.10 3.10
0.58
2.00 2.00 2.00
2.00 2.00 2.00
36.80
2.00
140.62 69.32 28.89 13,979.40
4,536.35
Ø 10 Ø 10 Ø 10 Ø 10 Ø 10
3.68 29.65
3.20
11.75 0.10
2.00 2.00 2.00 2.00 2.00
0.58 0.58 0.58 0.58 0.58
492.00 32.00 280.50 32.00 117.50
2.00 2.00 2.00 2.00 2.00
2.00 2.00 2.00
2.00 2.00 2.00
Bekesting
c
49.10 28.55 12.25
-
3.58 3.10 3.10
d Bongkar begesting e Stutwerk
4,227.05 2,215.13 2,095.60 877.83 27.43 1,209.03
-
1,209.03
1,209.03
-
1,209.03
238.83
-
238.83
-
242.14
-
286.19
-
128.00
703.11 354.02 151.90
LANTAI 1 Beton pondasi bored piled dia. 80 cm Kedalaman - Pilecap 1C (P1C)
- Pilecap 2' (P2')
Beton pondasi bored piled dia. 60 cm Kedalaman - Pilecap 3 (P3)
22.00
242.14
11.00 11.01
6.00 4.00
66.00 44.04
11.00 11.01 11.03
6.00 4.00 2.00
66.00 44.04 22.06
26.00
286.19
11.00 11.01 11.03
15.00 7.00 4.00
165.00 77.07 44.12
10.00
128.00
3 Beton pondasi footplate / pilecape P1C (4000x4000x800)
a Beton mutu K300 slum + 12
b Besi beton D16 D19
x y x y
D16 D16 D19 D19
4.00
5.40 5.40 -
5.40 5.40
0.16 0.16 0.38 0.38
4.00
0.80
5.56 5.56 5.78 5.78
c Bekesting pas bataco Pasangan batako
1.51 1.51 2.13 2.13
36.00 36.00 36.00 36.00
10.00 10.00 10.00 10.00
D16 D16 D16 D16 D19 D19 D19 D19
y D19
x y
6.90 7.40
6.90 7.40
3.40 3.40 3.40 3.40
0.16 0.16 0.16 0.16 0.19 0.19 0.19 0.19
D19
2.40 2.40 -
2.40 2.40
0.16 0.16 0.19 0.19
a
Beton mutu K300 slum + 12
73.60
12,523.88
-
12,523.88
99.20
-
99.20
-
35.10
2.00 2.00
0.80 0.80
4.00 4.00
35.20 38.40
1.51 1.51 1.51 1.51 2.13 2.13 2.13 2.13
51.00 51.00 16.00 16.00 51.00 51.00 16.00 16.00
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
2,169.96 2,323.64 343.28 343.28 3,074.96 3,291.81 488.47 488.47
5.50 6.00
2.00 2.00
0.80 0.80
4.00 4.00
48.00 51.20
1.50
1.50
0.60
26.00
35.10
26.00 26.00 26.00 26.00
1,103.12 1,103.12 1,574.81 1,574.81
-
-
5,355.87
99.84
-
99.84
-
15.55
2,893.21
-
2,893.21
41.04
-
41.04
-
32.17
1.51 1.51 2.13 2.13
11.00 11.00 11.00 11.00
5,355.87
1.70
1.50
0.60
26.00
99.84
1.80
1.80
0.80
6.00
15.55
3.10 3.10 -
3.10 3.10
0.16 0.16 0.19 1.59
3.26 3.26 3.29 4.69
1.51 1.51 2.13 2.13
2.00
18.00 18.00 18.00 18.00
6.00 6.00 6.00 6.00
530.47 530.47 755.41 1,076.86
41.04
1.80
0.90
6.00
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
312.93
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
-
5.50 6.00
b Besi beton
10 Beton sloof S4 (200x300)
131.20
15.55
a Beton mutu K300 slum + 12
c Bekesting Pas . bataco Pasangan batako
-
131.20
6 Beton pondasi footplate / pilecape P6 (1800x1800x800)
D16 D16 D19 D19
131.20
10.00
2.56 2.56 2.59 2.59
c Bekesting Pas . bataco Pasangan batako
x y x y
14,879.05
35.10
a Beton mutu K300 slum + 12
D16 D16 D19 D19
-
0.80
5 Beton pondasi footplate / pilecape P3 (1500x1500x600)
x y x y
-
4.00
7.06 7.56 3.56 3.56 7.09 7.59 3.59 3.59
c Bekesting pas bataco Pasangan batako
b Besi beton D16
3,015.74 3,015.74 4,423.78 4,423.78
73.60
a Beton mutu K300 slum + 12
x
14,879.05
4.20
4 Beton pondasi footplate / pilecape P2(7500+6000)x4000x800
b Besi beton D16
128.00
3.48 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48 3.47 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48 3.48 3.45 3.45 1.66 3.14 1.75 12.95 22.67 4.70
32.17
0.21 0.21 0.21 0.10 0.19 0.12 0.78 1.36 0.28 0.21 0.21 0.21 0.21 0.21 0.21 0.10 0.19 0.12 0.78 1.36 0.28 0.21 0.21 0.21 0.21 0.21 0.21 0.10 0.19 0.10 0.78 1.36 0.28
-0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050 -0,050
3.48 3.58 3.48 3.48 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48 40.87 25.17
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 4.00
0.21 0.21 0.21 0.21 0.21 0.21 0.10 0.19 0.12 0.78 1.36 0.28 0.21 0.21 0.21 9.81 6.04
b Besi beton Tulangan pokok Tumpuan-Lapangan
D19
343.80
-
10.29
354.09
2.13
2.00
3.00
4,516.72
Sengkang Tumpuan-Lapangan
D10
0.24
0.14
0.10
0.96
0.58
3,438.96
1.00
1,926.92
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
14.00 20.00 5.00
42.88 42.25 10.56
6,443.63
c Bekesting Begisting pasangan bataco
3.48 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48 3.47 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48 3.48 3.45 3.45 1.66 3.14 1.75 12.95 22.67 4.70 3.48 3.58 3.48 3.48 3.45 3.45 1.66 3.14 2.07 12.95 22.67 4.70 3.48 3.58 3.48
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24
0.65 0.65 0.65
0.65 0.65 0.65
7.25 5.00 5.00
11 Beton kolom K1 (650x650)
a Beton mutu K300 slum + 12 Beton kolom K1 (650x650) dri top Pilecap - 1,500 Beton kolom K1 (650x650) Beton kolom cover K1' (650x650) Pengurang Hbeam 350 Plat plandes 2x12 mm
0.86 0.55
0.013 0.55
3.30 0.01
D22
-
-
Sepihak tumpuan-lapangan
Ø 10
Sengkang tumpuan-lapangan
Ø 10
0.60 0.60 0.60 0.60
0.30 0.30 0.60 0.60
9.00 6.76 0.10 0.10 0.10 0.10
9.00 6.76 2.00 2.00 2.60 2.60
Besi beton kolom cover K1' (650x650) Tulangan pokok Sepihak tumpuan-lapangan Sengkang tumpuan-lapangan
D22 Ø 10 Ø 10
0.60 0.60
0.30 0.60
9.00 0.10 0.10
9.00 2.00 2.60
b Besi beton Tulangan pokok
c Bekesting Begisting Multipleks
5.00
0.73 0.73 0.73
0.65 0.65 0.65
189.28
-
189.28
1.77 1.75 1.75 0.89 1.60 1.09 6.31 10.98 2.35 1.76 1.81 1.76 1.76 1.75 1.75 0.89 1.60 1.09 6.31 10.98 2.35 1.76 1.81 1.76 1.77 1.75 1.75 0.89 1.60 0.94 6.31 10.98 2.35 1.76 1.81 1.76 1.77 1.75 1.75 0.89 1.60 1.09 6.31 10.98 2.35 1.76 1.81 1.76
-
95.70
0.92
5.00 5.00
2.83 2.83 0.58 0.58 0.58 0.58
16.00 16.00 73.00 55.08 61.00 46.07
14.00 20.00 14.00 20.00 14.00 20.00
2.83 0.58 0.58
16.00 73.00 17.00
5.00 5.00 5.00
2,035.68 426.08 128.99 625.14
-
14.00 20.00 5.00
280.14 276.00 69.00
-
7.25 5.00 5.00
e Stutwerk
0.55
0.55
19,579.82
5,699.90 6,116.09 1,193.01 1,285.93 1,295.97 1,398.15
1.01 0.45
0.015 0.34
7.15 0.01
94.77
3,425.00
-
3,425.00
-
285.02
-
90.00
1.09
11.91
3,425.00
2.00
94.22
5.00
285.02
18.00
5.00
90.00
8.00 2.00
10.40 2.60
2.00 2.00
-
5.00
2.00
625.14
625.14
5.00
5.00 5.00
-
-
13.00
0.40 0.40
-
0.92
90.00
0.65 0.65
19,579.82
95.70
137.00
12 Beton kolom K2 (400x650)
-
-
625.14
5.00
h Angkur Baut 22 mm
94.77
0.89 0.04
285.02
g Plat plandes 2x 12 mm
a Beton mutu K300 slum + 12 Beton kolom cover K2' (650x650) Pengurang Volume Hbeam 300 Plat plandes 2x12 mm
6,443.63
2.00
d Bongkar begesting
f Kolom Hbeam 350
-
1.08 0.01
b Besi beton Tulangan pokok
D19 D19 Ø 10 Ø 10 Ø 10 Ø 10
Sepihak tumpuan-lapangan Sengkang tumpuan-lapangan
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
6.52 6.52 0.10 0.10 0.10 0.10
6.52 6.52 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
2.13 2.13 0.58 0.58 0.58 0.58
0.73 0.73
0.40 0.40
18.00 18.00 53.16 53.16 53.16 53.16
5.00 5.00
8.00 2.00 8.00 2.00 8.00 2.00
8.00 2.00
d Bongkar begesting e Stutwerk
Kolom Hbeam 300
3,655.51
-
1,996.06 499.01 407.08 101.77 521.27 130.32
-
113.00
-
90.40 22.60
-
113.00
-
13.00
1.09
11.91
940.00
-
940.00
0.45
0.34
-
56.81
-
28.00
-
12.98
3,277.32
2.00
940.00
2.00
94.22
2.00
56.81
14.00
2.00
28.00
6.00
12.98 3,277.32
-
6.00 6.00 6.00 6.00 6.00
2,185.87 323.42 108.37 494.11 165.56
-
101.24
-
6.00
101.24
-
101.24
-
101.24
12.98
-
12.98
14.00
-
14.00
28.00
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
12.98
1.79
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.50 0.50 0.50 0.50
0.12 0.12 0.50 0.50
9.52 0.10 0.10 0.10 0.10
0.55
0.55
7.15
9.52 1.44 1.44 2.20 2.20
c Bekesting Begisting Multipleks
2.13 0.58 0.58 0.58 0.58
0.63
0.55
18.00 64.13 21.49 64.13 21.49
7.15
d Bongkar begesting e Stutwerk 13 Beton kolom K3 (200x500)
a Beton mutu K300 slum + 12
0.50
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.28 0.10 0.10
0.20
5.00
6.28 1.40 1.40
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.63 0.63
d Bongkar begesting
0.20 0.20
10.00 63.80 42.87
5.00 5.00
0.50
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.28 0.10 0.10
0.20
14.00
28.00 28.00 28.00
2,649.32 1,459.73 980.78
-
-
5,089.83
232.40
-
232.40
26.00 2.00
215.80 16.60 232.40
-
232.40
14.00
-
14.00
3.00
-
3.00
1,090.68
-
1,090.68
567.71 312.80 210.17
-
49.80
-
49.80
0.63 -
d Bongkar begesting
-
49.80
6.00
copas K3, mas nurdin ada, p.bayu blm ada 1.51 10.00 6.00 0.58 63.80 6.00 0.58 42.87 6.00
6.28 1.40 1.40
c Bekesting Begisting Multipleks
5.00
0.20 -
5.00 -
6.00 -
5,089.83
3.00
49.80 49.80
e Stutwerk 14 Beton kolom K4 (1000x1000) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 400 Plat plandes 2x12 mm
1.00
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
D19 Ø 10 Ø 10
1.14 0.65
0.015 0.65
5.00 0.01
0.95 0.45
0.95 0.95
6.52 0.95 0.95
1.00
5.00
4.00
5.00 2.00
6.52 5.70 4.70
c Bekesting Begisting Multipleks
2.13 0.58 0.58
1.08
1.00
24.00 39.65 15.80
5.00
101.24
28.00
e Stutwerk Beton kolom K3A (200x500) a Beton mutu K300 slum + 12
113.00
94.00
Angkur Baut 22 mm Beton kolom K2 Canopy (550x550) a Beton mutu K300 slum + 12
113.00
5.00
56.81
Plat plandes 2x 12 mm
3,655.51
3.00
-
3.00
20.00
0.38
19.62
20.00
4.00 4.00
0.34 0.04
4.00 4.00 4.00
1,330.71 527.65 173.37
2,031.72
-
-
2,031.72
83.20
-
83.20
4.00
83.20
d Bongkar begesting
83.20
-
83.20
e Stutwerk
20.00
-
20.00
3,440.00
-
3,440.00
-
318.46
-
80.00
Kolom Hbeam 400
5.00
172.00
4.00
3,440.00
2.00
94.22
4.00
318.46
20.00
4.00
80.00
4.00 4.00
2.63 1.31
12.00 2.00
201.49 438.63
4.00 4.00
45.36 42.00
318.46
Plat plandes 2x 12 mm
0.65
0.65
80.00
Angkur Baut 22 mm Beton Kolom Lift KL (500x500) a Beton mutu K300 slum + 12
3.94
0.50 0.25
b Besi beton Tulangan pokok Sengkang
0.25 0.25
5.25 5.25
640.13
D19 D16
c Bekesting Begisting Multipleks
0.50
0.25
7.90 0.16
7.90 1.82
2.13 1.51
1.00 79.98
87.36
1.08
d Bongkar begesting
1.00
5.25 5.25
e Stutwerk Beton kolom praktis KP (110x110) a Beton
-
16 Beton balok B1 (300x600) a Beton mutu K300 slum + 12 B1 300 x 600 mm
m.nurdin 4.88 3.30
145.00
501.50
+ 4,950
390.94 12.85
0.30
0.60
1.00
1.00
-
3.94
-
640.13
-
87.36
87.36
-
87.36
3.94
-
3.94
478.50
-
478.50
478.50
-
-
90.27
-
90.27
2.31
B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm B1 300 x 600 mm
+ 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950
34.35 35.01 34.34 15.18 16.18 7.35 15.35 12.85 15.18 16.18 15.35 12.85 34.35 15.18 16.18 7.34 15.35 12.85 15.18 16.18 15.35
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
6.18 6.30 6.18 2.73 2.91 1.32 2.76 2.31 2.73 2.91 2.76 2.31 6.18 2.73 2.91 1.32 2.76 2.31 2.73 2.91 2.76
B1A 300 x 600 mm B1A 300 x 600 mm
+ 4,950 + 4,950
69.36 34.35 35.01
0.30 0.30
0.60 0.60
1.00 1.00
1.00 1.00
6.18 6.30
B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm B1C 300 x 600 mm
+ 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950 + 4,950
41.20 3.48 3.48 3.35 3.48 3.48 3.35 3.48 3.48 3.35 3.48 3.48 3.35
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.63 0.63 0.60 0.63 0.63 0.60 0.63 0.63 0.60 0.63 0.63 0.60
b Besi beton Balok B1
- Tulangan pokok Tumpuan kiri dan kanan Lapangan
D19 D19
286.14 143.07
-
8.51 4.25
294.65 147.33
2.13 2.13
1.00 1.00
11.00 10.00
- Tulangan pinggang Tumpuan & lapangan
20,623.68
6,890.70 3,132.13
D13
417.13
-
4.37
421.49
0.99
1.00
2.00
836.52
Sepihak Tumpuan Lapangan
Ø 10 Ø 10
0.54 0.54
-
0.10 0.10
0.64 0.64
0.58 0.58
2,862.44 954.81
1.00 1.00
1,069.25 356.67
Sengkang D10 Tumpuan Lapangan
Ø 10 Ø 10
0.54 0.54
0.24 0.24
0.10 0.10
1.76 1.76
0.58 0.58
2,862.44 954.81
1.00 1.00
2,940.45 980.84
- Tulangan pokok Tumpuan kiri dan kanan Lapangan
D19 D19
51.39 25.69
-
1.72 0.86
53.11 26.55
2.13 2.13
1.00 1.00
12.00 11.00
1,354.91 620.82
- Tulangan pinggang Tumpuan - Lapangan
D13
74.65
-
2.58
77.22
0.99
1.00
2.00
153.26
- Sepihak Tumpuan Lapangan
D10 D10
0.54 0.54
-
0.10 0.10
0.64 0.64
0.58 0.58
514.91 172.25
1.00 1.00
192.34 64.34
- Sengkang D10 Tumpuan Lapangan
D10 D10
0.54 0.54
0.24 0.24
0.10 0.10
1.76 1.76
0.58 0.58
514.91 172.25
1.00 1.00
528.95 176.95
- Tulangan pokok Tumpuan-Lapangan
D19
46.25
-
1.12
47.38
2.13
1.00
8.00
805.79
- Sepihak Tumpuan-Lapangan
D10
0.54
-
0.10
0.64
0.58
371.03
1.00
138.60
- Sengkang D10 Tumpuan-Lapangan
D10
0.54
0.24
0.10
1.76
0.58
371.03
1.00
381.14
-
20,623.68
-
635.41
Balok B1A
Balok B1C
c Bekesting Begisting balok B1
Begisting balok B1A
Begisting balok B1C
635.41
12.85 34.35 35.01 34.34 15.18 16.18 7.35 15.35 12.85 15.18 16.18 15.35 12.85 34.35 15.18 16.18 7.34 15.35 12.85 15.18 16.18 15.35
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96 0.96 0.96 1.20 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 1.20 0.96 0.96 0.96 0.96 0.96
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
16.19 43.28 44.11 43.26 19.12 20.38 11.03 19.34 16.19 19.12 20.38 19.34 16.19 43.28 19.12 20.38 11.01 19.34 16.19 19.12 20.38 19.34
69.36 34.35 35.01
0.30 0.30
0.96 0.96
1.00 1.00
1.00 1.00
43.28 44.11
41.20 3.48 3.48 3.35 3.48 3.48 3.35 3.48 3.48 3.35 3.48
0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
4.38 4.38 4.22 4.38 4.38 4.22 4.38 4.38 4.22 4.38
3.48 3.35
0.30 0.30
0.96 0.96
1.00 1.00
1.00 1.00
Bongkar begesting Stutwerk
17 Beton balok B1' (400x900) a Beton mutu K300 slum + 12
16.30
b Besi beton - Tulangan pokok Tumpuan Lapangan
0.40
0.90
1.00
2.00
4.38 4.22 635.41
-
635.41
90.27
-
90.27
11.74
-
11.74
-
2,934.48
-
63.90
11.74 2,934.48
- Sepihak Tumpuan-Lapangan
Sengkang tumpuan Sengkang Lapangan
D22 D22
20.45 7.51
-
0.69 0.35
21.14 7.85
2.83 2.83
2.00 2.00
12.00 6.00
1,434.64 266.49
D13 D13
0.84 -
0.34
0.10 0.10
0.94 0.44
0.99 0.99
205.51 61.07
2.00 2.00
383.39 53.33
Ø 10 Ø 10
0.84 0.84
0.34 0.34
0.10 0.10
2.56 2.56
0.58 0.58
205.51 61.07
2.00 2.00
614.13 182.50
1.00
2.00
63.90
c Bekesting
63.90
16.30
0.40
1.56
Bongkar begesting
63.90
-
63.90
Stutwerk
11.74
-
11.74
164.54
-
164.54
18 Beton balok B2 (250x400) a Beton mutu K300 slum + 12 - B2 250 x 400 mm 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950
989.06 700.65 19.750 19.750 19.750 35.017 35.017 35.017 35.017 15.875 35.017 3.575 19.750 19.750 19.750 15.875 3.575 19.750 19.750 19.750 35.017 35.017 35.568 35.017 35.017 3.575 19.750 19.750 19.750 5.525 5.400 5.525 11.450 11.750 5.675 5.675 15.875 3.575
0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.98 1.98 1.98 3.50 3.50 3.50 3.50 1.59 3.50 0.36 1.98 1.98 1.98 1.59 0.36 1.98 1.98 1.98 3.50 3.50 3.56 3.50 3.50 0.36 1.98 1.98 1.98 0.55 0.54 0.55 1.15 1.18 0.57 0.57 1.59 0.36
4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950 4,950
288.414 3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.28 0.28 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.17 0.11 0.00 0.28 0.28 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.31 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.30 1.27 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.31 0.17
- B2A 200 x 400 mm
4,950 4,950 4,950 Horisontal
Vertikal Kanopi b Besi beton B2 250 x 400 mm Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan-lapangan
B2A 200 x 400 mm Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan
1.390 0.001 15.700
0.20 0.20 0.20
0.40 0.40 0.40
1.00 1.00 1.00
1.00 1.00 1.00
0.11 0.00 1.26
16.00 35.00 12.00 6.00
0.25 0.25 0.25 0.25
0.40 0.40 0.40 0.40
2.00 2.00 2.00 2.00
8.00 5.00 2.00 5.00
25.60 35.00 4.80 6.00 22,257.49
D19 D13 Ø 10
768.35 746.97 0.34
0.19
22.57 15.44 0.10
790.91 762.41 1.26
2.13 0.99 0.58
2.00 1.00 7,684.47
3.00 2.00 1.00
10,088.91 1,513.13 5,651.32
D19 D13 Ø 10
316.95 307.94 0.35
0.20
9.51 6.51 0.10
326.47 314.45 1.30
2.13 0.99 0.58
2.00 1.00 2,113.69
2.00 2.00 1.00
2,776.27 624.08 1,603.80
c Bekesting
786.72
-
22,257.49
-
786.72
786.72
567.52
B2 250 x 400 mm
19.750 19.750 19.750 35.017 35.017 35.017 35.017 15.875 35.017 3.575 19.750 19.750 19.750 15.875 3.575 19.750 19.750 19.750 35.017 35.017 35.568 35.017 35.017 3.575 19.750 19.750 19.750 5.525 5.400 5.525 11.450 11.750 5.675 5.675 15.875 3.575
0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25
0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
B2A 200 x 400 mm
3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
16.00 16.00 16.00 28.36 28.36 28.36 28.36 12.86 28.36 2.90 16.00 16.00 16.00 12.86 2.90 16.00 16.00 16.00 28.36 28.36 28.81 28.36 28.36 2.90 16.00 16.00 16.00 4.48 4.37 4.48 9.27 9.52 4.60 4.60 12.86 2.90 219.19
2.64 2.63 2.63 1.26 2.39 1.46 10.20 17.23 3.57 1.63 1.06 0.00 2.64 2.63 2.63 1.26 2.39 1.29 10.20 17.23 3.57 2.95 1.63 1.06 0.00 2.64 2.61 2.63 1.26 2.39 1.29 10.20 17.24 3.57 2.88 12.07 1.63 1.06 0.00 2.64 2.61 2.63 1.26 2.39 1.46 10.20 17.24 3.57 2.95 1.63 1.06 0.00 11.93
Bongkar begesting
786.72
-
Stutwerk
164.54
-
164.54
6,315.72
-
6,315.72
BALOK IWF HONEY COMB 1050 X 300 > Original IWF 700 > Stifner > Plat Tutup (HCO)
15.00 1.05 2.00
0.20 0.50
185.00 94.22 185.00
2.00 2.00 2.00
10.00 2.00
5,550.00 395.72 370.00
BALOK IWF 400 X 200 > IWF 400 x 200 Horizontal
15.40 2.33 5.50 7.94 1.80 0.40
> IWF 400 x 200 Vertikal > Stifner > Plat Tutup (HCO) BALOK IWF 300 X 150 > IWF 300 x 150
3.75 2.50 2.25 0.30 1.50
> Stifner > Plat Tutup (HCO)
L A N T A I 1
BALOK IWF 500 X 200 Horizontal > IWF 500 x 200
14.55 14.70 0.50 2.00
> Stifner > Plat Tutup (HCO) Vertikal > IWF 500 x 200
7.53 5.03 7.73 0.50 2.00
> Stifner > Plat Tutup (HCO)
0.20 0.50
66.00 66.00 66.00 66.00 94.22 66.00
4.00 1.00 1.00 4.00 2.00 2.00
1.00 2.00 1.00 1.00 10.00 2.00
7,537.10 4,065.60 307.56 363.00 2,096.16 678.38 26.40
3,996.57
0.20 0.20
4.00 4.00 1.00 6.00 16.00
4.00 4.00 1.00 2.00 2.00
3,996.57 2,202.00 1,468.00 82.58 67.84 176.16
-
36.70 36.70 36.70 94.22 36.70
7,745.47
-
7,745.47
0.20 0.20
89.58 89.58 94.22 89.58
2.00 2.00 2.00 2.00
1.00 1.00 2.00 2.00
2,606.87 2,633.74 37.69 71.67
0.20 0.25
89.58 89.58 89.58 94.22 89.58
1.00 1.00 1.00 2.00 2.00
1.00 2.00 1.00 2.00 2.00
674.56 901.20 692.48 37.69 89.58
Plat Plendes BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200
7,537.10
502.19 175.25 61.24 124.37 141.33
502.19
Angkur BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200 Baut BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200 29 Beton balok tangga BT (250x300)
2.02
a Beton mutu K300 slum + 12
-
-
5.44 1.36 2.19 2.78
Tangga putar lift
Tangga darurat b Besi beton Tulangan pokok
0.25 0.25 0.25 0.25
0.30 0.30 0.30 0.30
5.44 1.36 2.19 2.78 0.24 0.24 0.24 0.24
0.19 0.19 0.19 0.19
0.19 0.19 0.19 0.19 0.10 0.10 0.10 0.10
5.63 1.55 2.38 2.97 1.06 1.06 1.06 1.06
2.13 2.13 2.13 2.13 0.58 0.58 0.58 0.58
0.25 0.40 0.40 0.40
0.36 0.36 0.36 0.36
1.48 2.78
Tangga putar lift Tangga darurat
1.20 1.48
0.15 0.15
2.00 1.00
1.00 4.00
b Besi beton
Tulangan
2.02
2.99
-
2.99
-
1,104.29
-
20.23
20.23
-
20.23
2.99
-
2.99
31.62
-
31.62
-
2,687.13
-
53.40
0.53 2.46 1,104.29
x y x y
Ø 10 Ø 10 D13 D13
1.48 1.20 1.48 1.20
-
0.10 0.10 0.10 0.10
1.58 1.30 1.58 1.30
0.58 0.58 0.99 0.99
10.88 9.00 10.88 9.00
4.00 4.00 4.00 4.00
40.21 27.32 68.36 46.44
x y x y
Ø 10 Ø 10 D13 D13
2.78 1.48 2.78 1.48
-
0.10 0.10 0.10 0.10
2.88 1.58 2.88 1.58
0.58 0.58 0.99 0.99
19.50 10.83 19.50 10.83
8.00 8.00 8.00 8.00
261.77 79.67 445.06 135.45
2.00 2.00 1.00 1.00
1.00 1.00 4.00 4.00
Tangga darurat
Tulangan Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
20.23
1.48 1.48 2.78 2.78
1.20 1.20 1.48 1.20
0.15 0.15 0.15
Bongkar begesting Stutwerk
32 Beton anak tangga, tebal 15 cm
a Beton mutu K300 slum + 12
1.28 2.78
Tangga putar lift Tangga darurat
0.30 0.30
0.18 0.18
20.00 26.00
1.00 4.00
b Besi beton
0.80 3.55 2.55 13.32
2.84 28.78 2,687.13
Tangga putar lift
Tulangan
Ø 10 D13
0.45 1.28
0.18 -
0.10 0.10
0.73 1.38
0.58 0.99
13.75 4.00
20.00 20.00
117.17 109.16
Ø 10 D13
0.45 2.78
0.18 -
0.10 0.10
0.73 2.88
0.58 0.99
28.75 4.00
104.00 104.00
1,273.97 1,186.83
20.00
1.00
Tangga darurat
Tulangan
c Bekesting -
18.80
-
6.64 2.07 1.66 8.44
Tangga putar lift
Tulangan
-
-
2.02
2.00 2.00 1.00 4.00
a Beton mutu K300 slum + 12
-
18.80
1.00 1.00 1.00 1.00
31 Beton plat bordes tangga, tebal 15 cm
-
18.80
191.51 52.72 40.39 201.71 68.55 18.07 14.14 71.15
Stutwerk
-
-
2.00 2.00 1.00 4.00 2.00 2.00 1.00 4.00
Bongkar begesting
-
658.25
8.00 8.00 8.00 8.00 55.40 14.60 22.85 28.75
18.80
5.44 1.36 2.19 2.78
-
-
0.82 0.20 0.16 0.83
c Bekesting
-
2.02
2.00 2.00 1.00 4.00
658.25
D19 D19 D19 D19 Ø 10 Ø 10 Ø 10 Ø 10
Sengkang
-
-
1.00 1.00 1.00 1.00
Tangga putar lift
53.40
1.28
-
0.17
4.34
-
2.78
Tangga darurat
-
0.17
26.00
4.00
53.40
-
53.40
Stutwerk
31.62
-
31.62
3.42
-
3.42
-
1,881.59
-
60.84
60.84
-
60.84
3.42
-
3.42
33 Beton plat tangga, tebal 15 cm
a Beton mutu K300 slum + 12
-
7.15 7.80
Tangga putar lift Tangga darurat
1.98 1.31
0.15 0.15
1.00 1.00
1.00 4.00
b Besi beton -
0.68 2.73 1,881.59
Tangga putar lift
Tulangan
-
49.06
Bongkar begesting
x y x y
Ø 10 Ø 10 D13 D13
1.98 7.15 1.98 7.15
-
0.10 0.10 0.10 0.10
2.08 7.25 2.08 7.25
0.58 0.58 0.99 0.99
72.48 20.80 72.48 20.80
1.00 1.00 1.00 1.00
87.99 87.99 149.60 149.60
x y x y
Ø 10 Ø 10 D13 D13
1.31 7.80 1.31 7.80
-
0.10 0.10 0.10 0.10
1.41 7.90 1.41 7.90
0.58 0.58 0.99 0.99
79.00 14.12 79.00 14.12
4.00 4.00 4.00 4.00
260.43 260.43 442.77 442.77
1.00 1.00 1.00 1.00
1.00 1.00 4.00 4.00
14.15 1.07 40.93 4.68
Tangga darurat
Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
60.84
7.15 7.15 7.80 7.80
1.98 1.31 -
0.15 0.15
Bongkar begesting Stutwerk
Beton balok sirip-sirip dinding (100x100) a Beton mutu K300 slum + 12 Balok B2A
59.648 288.414 3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.28 0.28 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.17 0.11 0.00 0.28 0.28 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.31 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25
Plat beton 10 cm
1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.14 1.07 1.81 0.38 0.30 1.27 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.31 0.17 0.11 0.00 1.26
320.27
1.14
0.10
1.00
1.00
36.58
b Besi beton B2A 200 x 400 mm Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan
D19 D13 Ø 10
316.95 307.94 0.35
0.20
9.51 6.51 0.10
326.47 314.45 1.30
2.13 0.99 0.58
2.00 1.00 2,113.69
2.00 2.00 1.00
2,776.27 624.08 1,603.80
Plat beton D10-150
Ø 10
331.35 -
1.69
0.10 0.10
662.89 3.58
0.58 0.58
12.27 2,209.98
1.00 1.00
4,746.09 4,617.81
14,368.05
c Begisting B2A 200 x 400 mm
Plat Beton
34 Beton plat lantai, tebal 12 cm
1,788.05 6.78 6.87 8.96 5.02 1.86 7.49 7.47 7.68 7.68 7.49 7.47 7.68 7.68 7.49
657.35
3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3.13 3.11 3.11 1.49 2.83 1.72 12.07 20.40 4.23 1.94 1.26 0.00 3.13 3.11 3.11 1.49 2.83 1.53 12.07 20.40 4.23 3.49 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.53 12.07 20.41 4.23 3.41 14.29 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.72 12.07 20.41 4.23 3.49 1.94 1.25 0.00 14.13
320.27
1.14
0.10
1.00
1.00
397.78
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
214.57
0.81 0.82 1.07 0.60 0.22 0.90 0.90 0.92 0.92 0.90 0.90 0.92 0.92 0.90
-
14,368.05
-
657.35
-
214.57
7.47 7.68 7.68 7.49 7.47 7.68 7.68 32.52 32.52 32.52 32.52 6.75 2.92 2.80 3.16 4.35 3.87 6.25 6.00 5.91 5.85 5.91 6.00 4.35 3.87 6.27 6.02 5.93 5.87 5.84 6.02 4.21 3.75 6.06 5.82 5.73 5.67 5.73 5.82 4.26 3.78 6.16 5.86 5.80 5.74 5.86 5.80 3.91 3.46 6.00 5.76 5.67 5.63 5.69 5.78 4.45 6.08 5.84 5.75 5.69 5.75 5.84 4.01 6.78 6.87 8.96 5.02 1.86 6.75 2.92 2.80 3.16 4.35 3.87 6.25 6.00 5.91 5.85 5.91 6.00 4.35 3.87 6.27 6.02 5.93 5.87 5.84 6.02 4.21 3.75 6.06 5.82 5.73 5.67 5.73 5.82 4.26 3.78 6.16 5.86 5.80 5.74 5.86 5.80 3.91 3.46 6.00 5.76 5.67 5.63 5.69 5.78 4.45 6.08 5.84 5.75 5.69 5.75 5.84 4.01 5.76 5.82
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.90 0.92 0.92 0.90 0.90 0.92 0.92 3.90 3.90 3.90 3.90 0.81 0.35 0.34 0.38 0.52 0.46 0.75 0.72 0.71 0.70 0.71 0.72 0.52 0.46 0.75 0.72 0.71 0.70 0.70 0.72 0.51 0.45 0.73 0.70 0.69 0.68 0.69 0.70 0.51 0.45 0.74 0.70 0.70 0.69 0.70 0.70 0.47 0.42 0.72 0.69 0.68 0.68 0.68 0.69 0.53 0.73 0.70 0.69 0.68 0.69 0.70 0.48 0.81 0.82 1.07 0.60 0.22 0.81 0.35 0.34 0.38 0.52 0.46 0.75 0.72 0.71 0.70 0.71 0.72 0.52 0.46 0.75 0.72 0.71 0.70 0.70 0.72 0.51 0.45 0.73 0.70 0.69 0.68 0.69 0.70 0.51 0.45 0.74 0.70 0.70 0.69 0.70 0.70 0.47 0.42 0.72 0.69 0.68 0.68 0.68 0.69 0.53 0.73 0.70 0.69 0.68 0.69 0.70 0.48 0.69 0.70
5.70 5.76 5.82 6.12 3.75 4.23 5.56 5.58 6.32 5.56 5.58 6.32 6.78 6.87 8.96 5.02 1.86 6.75 2.92 2.80 3.16 4.35 3.87 6.25 6.00 5.91 5.85 5.91 6.00 4.35 3.87 6.27 6.02 5.93 5.87 5.84 6.02 4.21 3.75 6.06 5.82 5.73 5.67 5.73 5.82 4.26 3.78 6.16 5.86 5.80 5.74 5.86 5.80 3.91 3.46 6.00 5.76 5.67 5.63 5.69 5.78 4.45 6.08 5.84 5.75 5.69 5.75 5.84 4.01 6.78 6.87 8.96 5.02 1.86 6.75 2.92 2.80 3.16 4.35 3.87 6.25 6.00 5.91 5.85 5.91 6.00 4.35 3.87 6.27 6.02 5.93 5.87 5.84 6.02 4.21 3.75 6.06 5.82 5.73 5.67 5.73 5.82 4.26 3.78 6.16 5.86 5.80 5.74 5.86 5.80 3.91 3.46 6.00 5.76 5.67 5.63 5.69 5.78 4.45 6.08 5.84 5.75
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.68 0.69 0.70 0.73 0.45 0.51 0.67 0.67 0.76 0.67 0.67 0.76 0.81 0.82 1.07 0.60 0.22 0.81 0.35 0.34 0.38 0.52 0.46 0.75 0.72 0.71 0.70 0.71 0.72 0.52 0.46 0.75 0.72 0.71 0.70 0.70 0.72 0.51 0.45 0.73 0.70 0.69 0.68 0.69 0.70 0.51 0.45 0.74 0.70 0.70 0.69 0.70 0.70 0.47 0.42 0.72 0.69 0.68 0.68 0.68 0.69 0.53 0.73 0.70 0.69 0.68 0.69 0.70 0.48 0.81 0.82 1.07 0.60 0.22 0.81 0.35 0.34 0.38 0.52 0.46 0.75 0.72 0.71 0.70 0.71 0.72 0.52 0.46 0.75 0.72 0.71 0.70 0.70 0.72 0.51 0.45 0.73 0.70 0.69 0.68 0.69 0.70 0.51 0.45 0.74 0.70 0.70 0.69 0.70 0.70 0.47 0.42 0.72 0.69 0.68 0.68 0.68 0.69 0.53 0.73 0.70 0.69
5.69 5.75 5.84 4.01 5.76 5.82 5.70 5.76 5.82 6.12 3.75 4.23 190.95 5.96
b Besi beton Ø 10-150 Plat lantai utama
x y
Ø 10 Ø 10
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
59.30
0.58 0.58
37.50
c Bekesting Plat lantai utama Curve
56.00 56.00
35.00 35.00
17.00 17.00
8.35 8.35
0.12
29.70 29.70 16.00 16.00 1.62 1.62 1.65 1.65 0.98 0.98 5.50 5.50
16.00 16.00 5.50 5.50 0.55 0.55 0.55 0.55 0.55 0.55 4.10 4.10
0.12
-
Kanopi
Pengurang Plat lantai floordek Void lobby Saft dinding lingkar Saft Kamar mandi Saft Kamar mandi Void tangga darurat
0.12 0.12
0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.68 0.69 0.70 0.48 0.69 0.70 0.68 0.69 0.70 0.73 0.45 0.51 22.91 0.71
251.00 396.33
2.00 2.00
17,374.94 17,349.49
1.00 1.00 2.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 2.00 2.00
21.84 1,960.00 12.17 283.90
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 4.00 4.00 4.00 4.00 2.00 2.00 2.00 2.00
d Bongkar begesting e Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex
426.72
a Plat lantai utama
5.58 5.70 6.48 5.58 5.70 6.48 4.79 4.92 5.59 8.53 8.65 9.83 8.53 8.65 9.83 12.50 14.21 9.39 9.43 10.72 9.39 9.43 10.72 9.66 7.84 9.66 7.84 4.79 4.92 5.59 8.53 8.65 9.83 8.53 8.65 9.83 12.50 14.21 9.39 9.43 10.72 9.39 9.43 10.72 9.66 7.84 9.66 7.84 5.52 5.52
b Besi wermesh M 10 Plat lantai utama
M10
0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12
46.17
c Bekesting Plat lantai utama Pengurang void eskalator Room lift dan tangga Void lobby
96.55
34,724.43
-
34,724.43
2,277.91
642.24
1,635.67
10.97 475.20 5.16 88.00 2.09 3.57 2.11 3.63 0.73 1.07 4.61 45.10 2,277.91
642.24
1,635.67
269.27
75.06
194.21
51.21
-
51.21
4,457.66
-
4,457.66
560.00
169.52
390.48
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.67 0.68 0.78 0.67 0.68 0.78 0.58 0.59 0.67 1.02 1.04 1.18 1.02 1.04 1.18 1.50 1.71 1.13 1.13 1.29 1.13 1.13 1.29 1.16 0.94 1.16 0.94 0.58 0.59 0.67 1.02 1.04 1.18 1.02 1.04 1.18 1.50 1.71 1.13 1.13 1.29 1.13 1.13 1.29 1.16 0.94 1.16 0.94 0.66 0.66
1.00
1.00
4,457.66
560.00
35.00
16.00
1.00
1.00
4.33 5.65 16.00
2.28 5.60 8.00
1.00 1.00 1.00
1.00 1.00 1.00
9.86 31.66 128.00
Stutwerk
39 Beton plat dinding lift, tebal 25 cm a Beton Dinding lift
Pengurang Pintu lift b Besi beton Ø 10-100 Dinding lift
x y x
Ø 10 Ø 10 Ø 10
2.60 5.00 2.55
2.00 2.00 2.00
2.50 2.45
0.25 0.25
5.00 5.00
2.00 2.00
1.00 1.00
1.88
0.25
2.50
1.00
1.00
0.58 0.58 0.58
51.00 27.00 51.00
2.00 2.00 2.00
51.21
-
51.21
12.38
1.18
11.20
6.25 6.13 1.18 1,237.72
309.58 315.18 303.62
220.16
1,017.56
y
Ø 10
Pengurang Pintu lift
5.00
2.00
0.58
26.50
2.00
2.50
2.00 2.00
0.58 0.58
26.00 19.00
2.00 2.00
5.00 5.00
2.00 2.00
2.00 2.00
2.50
2.00
2.00
1.80
c Bekesting Dinding lift
2.50 2.45
Pengurang Pintu lift
-
1.88
309.34 109.26 110.90
99.00
50.00 49.00
18.80
80.20
18.80
d Bongkar begesting
99.00
18.80
80.20
e Stutwerk
12.38
1.18
11.20
0.41
81.98
LANTAI 2 11 Beton kolom K1 (650x650)
a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 350 Plat Plendes 2x12mm
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.65 1.01 0.55
D22 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.30 0.30 0.60 0.60
9.00 0.10 0.10 0.10 0.10
0.65 0.02 0.55
5.00 5.00 0.01
9.00 2.00 2.00 2.60 2.60
c Bekesting Begisting Multipleks
2.83 0.58 0.58 0.58 0.58
0.73
0.65
82.39
2.00
16.00 91.00 61.00 91.00 61.00
39.00 34.00 34.00 39.00 39.00
15,878.30 3,611.73 2,421.05 5,385.73 3,610.21
39.00
538.20
-
538.20
82.39
-
82.39
3,425.00
-
3,425.00
-
285.02
-
90.00
0.12
10.28
5.00
d Bongkar begesting e Stutwerk
Kolom Hbeam 350
82.39
39.00 5.00 5.00
0.38 0.03 30,907.02
-
30,907.02
538.20
-
538.20
538.20
-
-
5.00
137.00
5.00
3,425.00
2.00
94.22
5.00
285.02
18.00
5.00
90.00
10.40
2.00
8.00 2.00 2.00
18.00 66.20 44.47 66.20 44.47
8.00 8.00 8.00 8.00 8.00
1,996.06 506.94 340.51 649.13 436.02
8.00
d Bongkar begesting
90.40
-
90.40
e Stutwerk
10.40
-
10.40
2.60
0.12
2.48
285.02
Plat plandes 2x 12 mm
0.55
0.55
90.00
Angkur Baut 22 mm
12 Beton kolom K2 (400x650)
10.40
a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 300 Plat Plendes 2x12 mm
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.65 0.86 0.45
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
6.52 0.10 0.10 0.10 0.10
2.13 0.58 0.58 0.58 0.58
0.73
Beton kolom K2' (400x650) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 300 Plat Plendes 2x12 mm
0.65 0.86 0.45
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
6.52 0.10 0.10 0.10 0.10
5.00 5.00 0.01
6.52 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.40 0.01 0.34
0.40
0.40 0.01 0.34
5.00
5.00 5.00 0.01
6.52 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
2.13 0.58 0.58 0.58 0.58
0.73
0.40
-
3,928.66
90.40
-
90.40
90.40
-
2.00
18.00 66.20 44.47 66.20 44.47
2.00 2.00 2.00 2.00 2.00
499.01 126.74 85.13 162.28 109.01
2.00
22.60
-
2.48
-
2.48
940.00
-
940.00
-
57.66
-
28.00
-
14.00
e Stutwerk
94.00
0.11 0.01
982.17
-
982.17
22.60
-
22.60
22.60
-
0.45
0.34
2.00
94.22
14.00
2.00
57.66
2.00
28.00
28.00
14.00
28.00 28.00 28.00
2,649.32 1,459.73 980.78
-
-
5,089.83
232.40
-
232.40
28.00
232.40 232.40
-
232.40
14.00
-
14.00
1.00
-
1.00
-
376.07
13 Beton kolom K3 (200x500)
14.00
a Beton mutu K300 slum + 12
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
0.50
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.28 0.10 0.10
0.20
5.00
6.28 1.40 1.40
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.63
0.20
10.00 63.80 42.87
5.00
d Bongkar begesting e Stutwerk Beton kolom K3' (200x500) a Beton mutu K300 slum + 12 b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
0.50
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.50 0.10 0.10
6.50 1.40 1.40
0.20
5.00
1.51 0.58 0.58
10.00 65.98 44.32
22.60
940.00
28.00
Angkur Baut 22 mm
-
2.00
57.66
Plat plandes 2x 12 mm
-
2.60
5.00
5.00
3,928.66
2.00 2.00 2.00
d Bongkar begesting
Kolom Hbeam 300
0.11 0.01
5,089.83
2.00
1.00
2.00 2.00 2.00
195.81 107.83 72.43
376.07
-
c Bekesting Begisting Multipleks
16.60
0.63
0.20
5.00
2.00
d Bongkar begesting e Stutwerk Beton kolom K3A (200x500) A Beton Mutu K300 slum +12
0.50
B Besi Beton Tulangan Pokok D16
Sengkang Tumpuan D10 Sengkang Lapagan D10
0.20
5.00
-
16.60
16.60
-
16.60
1.00
-
1.00
16.60
6.00
3.00
3.00 630.82
6.62
1.51
6.00
6.00
630.82 358.96
1.40 1.40
0.58 0.58
6.00 6.00
39.65 15.80
194.40 77.46
C Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
D Bongkar Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
3.00
3.00
E Stutwerk
14 Beton kolom K4 (1000x1000) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 400 Plat Plendes 2x12 mm
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
20.00
1.00 1.14 0.65
D19 Ø 10 Ø 10
0.95 0.45
0.95 0.95
6.52 0.95 0.95
1.00 0.02 0.65
5.00 5.00 0.01
6.52 5.70 4.70
c Bekesting Begisting Multipleks
2.13 0.58 0.58
1.08
1.00
2.00
24.00 66.20 44.47
4.00 4.00 4.00
1,330.71 880.96 487.93
-
-
2,699.60
83.20
-
83.20
4.00
83.20 83.20
-
83.20
20.00
-
20.00
3,440.00
-
3,440.00
-
318.46
-
80.00
5.00
e Stutwerk
0.34 0.04
2,699.60
5.00
172.00
4.00
3,440.00
2.00
94.22
4.00
318.46
20.00
4.00
80.00
318.46
Plat plandes 2x 12 mm
0.65
0.65
80.00
Angkur Baut 22 mm
A Beton Kolom Praktis (KP) 110x110
4.88
108.00
16 Beton balok B1 (300x600) a Beton mutu K300 slum + 12
527.04
84.96
16.00 35.00
Horisontal
Vertikal
0.30 0.30
0.60 0.60
19.62
20.00
d Bongkar begesting
Kolom Hbeam 400
0.38
4.00 4.00 4.00
2.00 2.00
6.00 4.00
527.04
-
84.96
-
20,397.81
-
594.72
594.72
-
594.72
84.96
-
84.96
6.91
-
6.91
866.37
-
866.37
60.48
-
60.48
60.48
-
60.48
6.91
-
6.91
5.76
-
5.76
-
37.06
-
40.32
40.32
-
40.32
5.76
-
5.76
34.56 50.40
0.76
b Besi beton Horisontal
Tulangan pokok - Tumpuan kiri dan kanan Lapangan Tumpuan & lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
11.68 5.78 16.80 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
11.87 5.97 16.93 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 117.80 39.54 117.80 39.54
12.00 12.00 12.00 12.00 12.00 12.00 12.00
Vertikal - Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
29.41 12.38 36.08 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
29.60 12.57 36.21 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 295.13 83.54 295.13 83.54
8.00 8.00 8.00 8.00 8.00 8.00 8.00
5,538.43 2,138.18 574.92 881.97 249.66 2,425.41 686.57
2.00 2.00
6.00 4.00
241.92 352.80
c Bekesting Vertikal
0.30 0.30
0.96 0.96
Bongkar begesting Stutwerk Beton balok B1A (300x600) a Beton mutu K300 slum + 12
4.00
D19 Ø 10 Ø 10
4.00 0.54 0.54
0.24
0.19 0.10 0.10
0.30
0.48
4.19 0.64 1.76
2.13 0.58 0.58
2.00
6.00
6.91
8.00 1.00 1.00
12.00 8.00 8.00
855.16 2.99 8.22
2.00
6.00
60.48
c Bekesting 4.00
0.30
0.96
d Bongkar bekisting e Stutwerk Beton balok B1C (300x600) a Beton mutu K300 slum + 12 4.00
b Besi beton Tumpuan & lapangan Sepihak Sengkang c Bekesting B1C d Bongkar bekisting e Stutwerk
3,331.10 1,523.47 403.20 528.05 177.26 1,452.13 487.46
594.72
16.00 35.00
Horisontal
b Besi beton Tulangan pokok Sepihak Sengkang
20,397.81
0.30
0.60
2.00
4.00
5.76
8.00 1.00 1.00
8.00 8.00 8.00
25.85 2.99 8.22
2.00
4.00
40.32
37.06
D19 Ø 10 Ø 10
0.54 0.54
0.24
0.19 0.10 0.10
0.19 0.64 1.76
2.13 0.58 0.58
40.32
4.00
0.30
0.96
17 Beton balok B1' (400x900) a Beton mutu K300 slum + 12 b Besi beton Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
11.52
16.00
D22 D22 D13 D13 Ø 10 Ø 10 Ø 10 Ø 10
8.85 4.38 7.41 3.67 0.85 0.85 0.85 0.85
0.35 0.35 0.35 0.35
0.22 0.22 0.22 0.22 0.10 0.10 0.10 0.10
0.40
0.90
9.07 4.60 7.63 3.89 1.30 1.30 2.60 2.60
2.83 2.83 0.99 0.99 0.58 0.58 0.58 0.58
1.00
2.00
18.00 18.00 4.00 4.00 89.53 36.06 89.53 36.06
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
1.00
2.00
c Bekesting 16.00
0.40
1.56
-
11.52
2,055.22
-
2,055.22
62.72
-
62.72
11.52
923.52 468.45 60.60 30.88 135.87 54.72 271.74 109.44
62.72
Bongkar begesting
62.72
-
62.72
Stutwerk
11.52
-
11.52
78.60
-
78.60
-
22,873.54
-
636.66
636.66
-
636.66
78.60
-
78.60
26.95
-
26.95
-
2,989.55
-
270.13
270.13
-
270.13
26.95
-
26.95
18 Beton balok B2 (250x400) a Beton mutu K300 slum + 12 16.00 35.00 12.00 6.00
Horisontal
Vertikal Kanopi Horizontal Kanopi Vertikal
0.25 0.25 0.25 0.25
0.40 0.40 0.40 0.40
2.00 2.00 2.00 2.00
8.00 5.00 5.00 5.00
25.60 35.00 12.00 6.00
b Besi beton Horisontal
D19 D13 Ø 10 Ø 10
17.52 16.80 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
17.71 16.93 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 117.47 37.29
16.00 16.00 16.00 16.00
Vertikal Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
44.12 44.12 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
44.31 44.25 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 294.80 97.39
10.00 10.00 10.00 10.00
7,536.24 3,512.86 2,236.84 738.99
2.00 2.00 2.00 2.00
8.00 5.00 5.00 5.00
207.36 283.50 97.20 48.60
c Bekesting Vertikal Kanopi Horizontal Kanopi Vertikal
0.25 0.25 0.25 0.25
0.56 0.56 0.56 0.56
d Bongkar begesting e Stutwerk Beton balok B2A (300x600) a Beton mutu K300 slum + 12 Curve Horisontal Vertikal b Besi beton Curve Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
40.60 11.52 15.27
0.20 0.20 0.20
0.50 0.50 0.50
1.00 1.00 1.00
4.00 4.00 4.00
(hitungan mas nurdin selisih 1000..cek)
16.24 4.61 6.11 2,989.55
D16 Ø 10 Ø 10
48.28 0.45 0.45
0.15 0.15
0.16 0.10 0.10
48.44 1.40 1.40
1.51 0.58 0.58
1.00 322.53 159.65
4.00 4.00 4.00
291.93 1,054.19 521.82
Horisontal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
11.52 0.45 0.45
0.15 0.15
0.16 0.10 0.10
11.68 1.40 1.40
1.51 0.58 0.58
1.00 77.46 38.34
4.00 4.00 4.00
70.39 253.18 125.32
Vertikal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
Ø 10 Ø 10
17.19 0.45 0.45
0.15 0.15
0.16 0.10 0.10
17.35 1.40 1.40
1.58 0.58 0.58
1.00 115.26 57.05
4.00 4.00 4.00
109.51 376.73 186.48
1.00 1.00 1.00
4.00 4.00 4.00
167.27 44.23 58.63
c Bekesting Curve Horisontal Vertikal
270.13
40.60 11.52 15.27
0.20 0.20 0.20
0.83 0.76 0.76
d Bongkar begesting e Stutwerk
BALOK IWF HONEY COMB 1050 X 300 > Original IWF 700 > Stifner > Plat Tutup (HCO) BALOK IWF 400 X 200 > IWF 400 x 200 Horizontal
> IWF 400 x 200 Vertikal > Stifner > Plat Tutup (HCO) BALOK IWF 300 X 150 > IWF 300 x 150
> Stifner > Plat Tutup (HCO)
BALOK IWF 500 X 200 Horizontal > IWF 500 x 200 > Stifner > Plat Tutup (HCO) Vertikal > IWF 500 x 200
> Stifner > Plat Tutup (HCO)
2
4,819.39 2,150.43 1,426.08 452.71
636.66
16.00 35.00 12.00 6.00
Horisontal
L A N T A I
22,873.54
Tumpuan kiri dan kanan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
> Plat Plendes BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200
15.00 1.05 2.00
15.40 2.33 5.50 7.94 1.80 0.40
3.75 2.50 2.25 0.30 1.50
14.55 14.70 0.50 2.00 7.53 5.03 7.73 0.50 2.00
185.00 94.22 185.00
10.00 2.00
2.00 2.00 2.00
5,945.72 5,550.00 395.72 370.00
5,945.72
0.20 0.50
0.20 0.50
1.00 2.00 1.00 1.00 10.00 2.00
4.00 1.00 1.00 4.00 2.00 2.00
7,537.10 4,065.60 307.56 363.00 2,096.16 678.38 26.40
7,537.10
66.00 66.00 66.00 66.00 94.22 66.00
0.20 0.20
4.00 4.00 1.00 2.00 2.00
4.00 4.00 1.00 6.00 16.00
3,996.57 2,202.00 1,468.00 82.58 67.84 176.16
3,996.57
36.70 36.70 36.70 94.22 36.70
7,745.47
7,745.47
0.20 0.20
89.58 89.58 94.22 89.58
1.00 1.00 2.00 2.00
2.00 2.00 2.00 2.00
2,606.87 2,633.74 37.69 71.67
0.20 0.25
89.58 89.58 89.58 94.22 89.58
1.00 2.00 1.00 2.00 2.00
1.00 1.00 1.00 2.00 2.00
674.56 901.20 692.48 37.69 89.58
502.19 175.25 61.24 124.37 141.33
502.19
L A N T A I 2
> Angkur Baut BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200
46,509.43
29 Beton balok tangga BT (250x300)
2.02
a Beton mutu K300 slum + 12
-
-
5.44 1.36 2.19 2.78
Tangga putar lift
Tangga darurat b Besi beton Tulangan pokok
0.25 0.25 0.25 0.25
0.30 0.30 0.30 0.30
Sengkang
5.44 1.36 2.19 2.78 0.24 0.24 0.24 0.24
0.19 0.19 0.19 0.19
0.19 0.19 0.19 0.19 0.10 0.10 0.10 0.10
5.63 1.55 2.38 2.97 1.06 1.06 1.06 1.06
2.13 2.13 2.13 2.13 0.58 0.58 0.58 0.58
0.25 0.40 0.40 0.40
0.36 0.36 0.36 0.36
1.48 2.78
Tangga putar lift Tangga darurat
Tulangan
Tulangan
1.20 1.48
0.15 0.15
2.00 1.00
1.00 4.00
-
2.02
2.99
-
2.99
-
1,104.29
-
20.23
20.23
-
20.23
2.99
-
2.99
31.62
-
31.62
-
2,687.13
-
53.40
0.53 2.46 1,104.29
x y x y
Ø 10 Ø 10 D13 D13
1.48 1.20 1.48 1.20
-
0.10 0.10 0.10 0.10
1.58 1.30 1.58 1.30
0.58 0.58 0.99 0.99
10.88 9.00 10.88 9.00
4.00 4.00 4.00 4.00
40.21 27.32 68.36 46.44
x y x y
Ø 10 Ø 10 D13 D13
2.78 1.48 2.78 1.48
-
0.10 0.10 0.10 0.10
2.88 1.58 2.88 1.58
0.58 0.58 0.99 0.99
19.50 10.83 19.50 10.83
8.00 8.00 8.00 8.00
261.77 79.67 445.06 135.45
2.00 2.00 1.00 1.00
1.00 1.00 4.00 4.00
c Bekesting -
Tangga putar lift
-
Tangga darurat
20.23
1.48 1.48 2.78 2.78
1.20 1.20 1.48 1.20
0.15 0.15 0.15
Bongkar begesting Stutwerk
32 Beton anak tangga, tebal 15 cm
a Beton mutu K300 slum + 12
1.28 2.78
Tangga putar lift Tangga darurat
0.30 0.30
0.18 0.18
20.00 26.00
1.00 4.00
b Besi beton
0.80 3.55 2.55 13.32
2.84 28.78 2,687.13
Tangga putar lift
Tulangan
Ø 10 D13
0.45 1.28
0.18 -
0.10 0.10
0.73 1.38
0.58 0.99
13.75 4.00
20.00 20.00
117.17 109.16
Ø 10 D13
0.45 2.78
0.18 -
0.10 0.10
0.73 2.88
0.58 0.99
28.75 4.00
104.00 104.00
1,273.97 1,186.83
20.00 26.00
1.00 4.00
4.34 49.06
Tangga darurat
Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
53.40
1.28 2.78
-
0.17 0.17
Bongkar begesting
53.40
-
53.40
Stutwerk
31.62
-
31.62
3.42
-
3.42
-
1,881.59
-
60.84
60.84
-
60.84
3.42
-
3.42
33 Beton plat tangga, tebal 15 cm
a Beton mutu K300 slum + 12
-
Tangga putar lift
-
Tangga darurat
7.15 7.80
1.98 1.31
0.15 0.15
1.00 1.00
1.00 4.00
b Besi beton
0.68 2.73 1,881.59
Tangga putar lift
Tulangan
-
2.02
Tangga darurat
Tulangan
-
18.80
6.64 2.07 1.66 8.44
Tangga putar lift
Tulangan
-
-
2.00 2.00 1.00 4.00
b Besi beton
-
18.80
1.00 1.00 1.00 1.00
a Beton mutu K300 slum + 12
-
18.80
191.51 52.72 40.39 201.71 68.55 18.07 14.14 71.15
31 Beton plat bordes tangga, tebal 15 cm
-
-
2.00 2.00 1.00 4.00 2.00 2.00 1.00 4.00
Stutwerk
-
658.25
8.00 8.00 8.00 8.00 55.40 14.60 22.85 28.75
Bongkar begesting
-
-
0.82 0.20 0.16 0.83
18.80
5.44 1.36 2.19 2.78
-
2.02
2.00 2.00 1.00 4.00
c Bekesting
-
-
1.00 1.00 1.00 1.00
658.25
D19 D19 D19 D19 Ø 10 Ø 10 Ø 10 Ø 10
46,509.43
x y x y
Ø 10 Ø 10 D13 D13
1.98 7.15 1.98 7.15
-
0.10 0.10 0.10 0.10
2.08 7.25 2.08 7.25
0.58 0.58 0.99 0.99
72.48 20.80 72.48 20.80
1.00 1.00 1.00 1.00
87.99 87.99 149.60 149.60
x y x y
Ø 10 Ø 10 D13 D13
1.31 7.80 1.31 7.80
-
0.10 0.10 0.10 0.10
1.41 7.90 1.41 7.90
0.58 0.58 0.99 0.99
79.00 14.12 79.00 14.12
4.00 4.00 4.00 4.00
260.43 260.43 442.77 442.77
1.00 1.00 1.00 1.00
1.00 1.00 4.00 4.00
14.15 1.07 40.93 4.68
Tangga darurat
Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
60.84
7.15 7.15 7.80 7.80
Bongkar begesting Stutwerk Beton balok sirip-sirip dinding (100x100) a Beton mutu K300 slum + 12 Balok B2A
1.98 1.31 -
0.15 0.15
65.437 288.414
Plat beton 10 cm
3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
370.96
1.14
0.10
1.00
1.00
0.28 0.28 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.17 0.11 0.00 0.28 0.28 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.31 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.30 1.27 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.31 0.17 0.11 0.00 1.26 42.36
b Besi beton B2A 200 x 400 mm Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan
D19 D13 Ø 10
316.95 307.94 0.35
0.20
9.51 6.51 0.10
326.47 314.45 1.30
2.13 0.99 0.58
2.00 1.00 2,113.69
2.00 2.00 1.00
2,776.27 624.08 1,603.80
Plat beton D10-150
Ø 10
383.73 -
1.69
0.10 0.10
767.65 3.58
0.58 0.58
12.27 2,559.18
1.00 1.00
5,496.14 5,347.48
c Begisting B2A 200 x 400 mm
Plat Beton
15,847.76
720.31
3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
3.13 3.11 3.11 1.49 2.83 1.72 12.07 20.40 4.23 1.94 1.26 0.00 3.13 3.11 3.11 1.49 2.83 1.53 12.07 20.40 4.23 3.49 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.53 12.07 20.41 4.23 3.41 14.29 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.72 12.07 20.41 4.23 3.49 1.94 1.25 0.00 14.13
370.96
1.14
0.10
1.00
1.00
460.73
-
15,847.76
-
720.31
34 Beton plat lantai, tebal 12 cm
a Beton mutu K300 slum + 12 Plat lantai utama Curve
268.31
56.00
35.00
0.12 0.12 0.12
1.00 1.00 1.00
1.00 4.00 4.00
29.70 16.00 1.62 1.65 0.98 5.50
16.30 5.50 0.55 0.55 0.55 4.10
0.12 0.12 0.12 0.12 0.12 0.12
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 4.00 4.00 2.00 2.00
0.58 0.58 0.58 0.58 0.58 0.58
251.00 396.33 7.67 471.60 1.00 17.58
2.00 2.00 8.00 8.00 8.00 8.00
0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58
109.67 199.00 37.67 107.67 4.67 11.82 4.67 12.00 4.67 7.50 28.33 37.67
2.00 2.00 2.00 2.00 8.00 8.00 8.00 8.00 4.00 4.00 4.00 4.00
1.00 1.00 2.00 1.00
1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 4.00 4.00 4.00 4.00 2.00 2.00 2.00 2.00
66.49
2.49 Pengurang Plat lantai floordek Void lobby Saft dinding lingkar Saft Kamar mandi Saft Kamar mandi Void tangga darurat b Besi beton Ø 10-150 Plat lantai utama Curve
Pengurang Plat lantai floordek Void lobby Saft dinding lingkar Saft Kamar mandi Saft Kamar mandi Void tangga darurat
x y x y x y
Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10
Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10 Ø 10
59.30 37.50 70.59 1.00 2.49 1.00
29.70 16.30 16.00 5.50 1.62 0.55 1.65 0.55 0.98 0.55 5.50 4.10
c Bekesting Plat lantai utama Curve
35.00 35.00
68.98 68.98
Pengurang Plat lantai floordek
0.12
29.70 29.70 16.00 16.00 1.62 1.62 1.65 1.65 0.98 0.98 5.50 5.50
Void lobby Saft dinding lingkar Saft Kamar mandi Saft Kamar mandi Void tangga darurat
0.12
16.00 16.00 5.50 5.50 0.55 0.55 0.55 0.55 0.55 0.55 4.10 4.10
0.12 0.12 0.12 0.12 0.12 0.12
d Bongkar begesting e Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex
a Plat lantai utama Pengurang Room lift dan tangga
b Besi wermesh M 10 Plat lantai utama Pengurang Room lift dan tangga
M10 M10
35.00
16.30
0.12
1.00
1.00
5.65
5.60
0.12
1.00
1.00
60.37
96.55
1.00
1.00
2.79
96.55
1.00
1.00
c Bekesting Plat lantai utama Pengurang Room lift dan tangga
39,547.16
17,374.94 17,349.49 2,527.00 2,202.06 11.61 82.07
16.30
1.00
1.00
4.33 5.65
2.28 5.60
1.00 1.00
1.00 1.00
9,860.46
29,686.70
3,802.12 3,786.48 703.51 691.26 35.35 30.35 35.95 30.82 10.62 9.63 363.82 360.55 642.24
1,425.13
21.84 1,960.00 16.55 68.98 10.97 475.20 5.16 88.00 2.09 3.57 2.11 3.63 0.73 1.07 4.61 45.10 2,067.37
642.24
1,425.13
268.31
75.06
193.25
68.46
3.80
64.66
68.46 3.80 5,828.79
5,828.79
269.58
5,559.21
269.58 570.50
35.00
193.25
58.09 10.56 0.43 0.44 0.13 5.41
2,067.37
56.00 56.00
75.06
235.20 31.92 1.19
41.52
528.98
570.50 9.86 31.66
Stutwerk 68.46
3.80
64.66
12.38
1.18
11.20
39 Beton plat dinding lift, tebal 25 cm
a Beton Dinding lift Pengurang Pintu lift
b Besi beton Ø 10-100 Dinding lift
x y x y
Ø 10 Ø 10 Ø 10 Ø 10
Pengurang Pintu lift
2.60
2.50 2.45
0.25 0.25
5.00 5.00
2.00 2.00
1.00 1.00
1.88
0.25
2.50
1.00
1.00
5.00
2.00 2.00 2.00 2.00
0.58 0.58 0.58 0.58
51.00 27.00 51.00 26.50
2.00 2.00 2.00 2.00
2.50
2.00 2.00
0.58 0.58
26.00 19.00
2.00 2.00
5.00 5.00
2.00 2.00
2.00 2.00
2.50
2.00
2.00
5.00 2.55
1.80
c Bekesting Dinding lift
2.50 2.45
Pengurang Pintu lift
-
1.88
6.25 6.13 1.18 1,237.72
309.58 315.18 303.62 309.34
220.16
1,017.56
109.26 110.90
99.00
50.00 49.00
18.80
80.20
18.80
d Bongkar begesting
99.00
18.80
80.20
e Stutwerk
12.38
1.18
11.20
0.41
80.33
LANTAI 3 11 Beton kolom K1 (650x650)
a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 350 Plat Plendes 2x12mm
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.65 1.01 0.55
D22 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.30 0.30 0.60 0.60
6.25 0.10 0.10 0.10 0.10
6.25 2.00 2.00 2.60 2.60
0.65 0.02 0.55
4.90 5.00 0.01
2.00
2.83 0.58 0.58 0.58 0.58
16.00 26.00 21.00
26.00
21.00
80.74
39.00 5.00 5.00
80.74
39.00 39.00 39.00 39.00 39.00
11,026.60 1,183.68 956.05 1,538.78 1,242.86
0.38 0.03 15,947.96
-
-
15,947.96
c Bekesting Begisting Multipleks
0.73
0.65
4.90
39.00
d Bongkar begesting e Stutwerk
Kolom Hbeam 350
527.44
-
527.44
-
527.44
527.44
-
527.44
80.74
-
80.74
3,356.50
-
3,356.50
-
285.02
-
90.00
-
10.19
-
2,734.18
88.59
4.90
137.00
5.00
3,356.50
2.00
94.22
5.00
285.02
18.00
5.00
90.00
8.00
10.19
8.00 8.00 8.00 8.00 8.00
1,913.40 199.10 160.81 254.95 205.92 88.59
-
8.00
88.59
-
d Bongkar begesting
88.59
-
88.59
e Stutwerk
10.19
-
10.19
2.55
0.12
2.43
285.02
Plat plandes 2x 12 mm
0.55
0.55
90.00
Angkur Baut 22 mm
12 Beton kolom K2 (400x650)
10.19
a Beton mutu K300 slum + 12
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.65
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
6.25 0.10 0.10 0.10 0.10
2.13 0.58 0.58 0.58 0.58
0.73
Beton kolom K2' (400x650) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 300 Plat Plendes 2x12 mm
0.65 0.86 0.45
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
6.25 0.10 0.10 0.10 0.10
4.90
6.25 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.40
0.40
0.40 0.01 0.34
4.90 4.90 0.01
0.40
21.00
2.00
2.13 0.58 0.58 0.58 0.58
0.73
21.00
26.00
4.90
6.25 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
18.00 26.00
18.00 26.00 21.00
26.00
21.00
4.90
2.55
2.00 2.00 2.00 2.00 2.00
478.35 49.78 40.20 63.74 51.48
2.00
22.15
-
2.55
-
2.55
921.20
-
921.20
-
56.81
-
28.00
-
13.72
e Stutwerk
0.11 0.01
683.54
-
683.54
22.15
-
22.15
22.15
-
0.45
0.34
2.00
921.20
2.00
94.22
2.00
56.81
14.00
2.00
28.00
28.00
13.72
28.00 28.00 28.00
2,636.67 594.87 480.47
-
-
3,712.01
227.75
-
227.75
28.00
227.75 227.75
-
227.75
13.72
-
13.72
0.98
-
0.98
28.00
13 Beton kolom K3 (200x500)
13.72
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
0.50
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.25 0.10 0.10
0.20
4.90
6.25 1.40 1.40
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.63
0.20
10.00 26.00 21.00
4.90
d Bongkar begesting e Stutwerk
Beton kolom K3' (200x500) a Beton mutu K300 slum + 12 b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan c Bekesting Begisting Multipleks
0.50
D16 Ø 10 Ø 10
0.45 0.45
0.15 0.15
6.25 0.10 0.10
0.20
4.90
6.25 1.40 1.40
1.51 0.58 0.58
0.63
0.20
10.00 34.00 16.83
4.90
0.98
2.00 2.00 2.00
188.33 55.57 27.50
-
-
271.40
16.27
-
16.27
2.00
16.27 16.27
-
16.27
0.98
-
0.98
e Stutwerk Beton kolom K3A (200x500) A Beton Mutu K300 slum +12
0.50
B Besi Beton Tulangan Pokok D16
6.62
1.51
1.40 1.40
0.58 0.58
Sengkang Tumpuan D10 Sengkang Lapagan D10
5.00
3,712.01
2.00
d Bongkar begesting
0.20
22.15
94.00
Angkur Baut 22 mm
a Beton mutu K300 slum + 12
-
4.90
56.81
Plat plandes 2x 12 mm
-
2.00 2.00 2.00
d Bongkar begesting
Kolom Hbeam 300
2,734.18
271.40
6.00
3.00
3.00
6.00
630.82 358.96
630.82
6.00
39.65 15.80
6.00 6.00
194.40 77.46
C Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
D Bongkar Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
3.00
3.00
E Stutwerk
14 Beton kolom K4 (1000x1000) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 400 Plat Plendes 2x12 mm
19.60
1.00 1.14 0.65
1.00 0.02 0.65
4.90 5.00 0.01
2.00
4.00 4.00 4.00
0.38
19.60 0.34 0.04
19.22
b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
D19 Ø 10 Ø 10
0.95 0.45
0.95 0.95
6.25 0.95 0.95
6.25 5.70 4.70
c Bekesting Begisting Multipleks
2.13 0.58 0.58
1.08
1.00
24.00 26.00 21.00
4.90
4.00 4.00 4.00
1,275.60 346.00 230.43
-
-
1,852.03
81.54
-
81.54
4.00
81.54 81.54
-
81.54
19.60
-
19.60
3,371.20
-
3,371.20
-
318.46
-
80.00
d Bongkar begesting e Stutwerk
Kolom Hbeam 400
1,852.03
4.90
172.00
4.00
3,371.20
2.00
94.22
4.00
318.46
20.00
4.00
80.00
108.00
527.04
-
527.04
67.97
-
67.97
-
14,706.26
-
556.16
318.46
Plat plandes 2x 12 mm
0.65
0.65
80.00
Angkur Baut 22 mm
A Beton Kolom Praktis (KP) 110x110
4.88
16 Beton balok B1 (300x600) a Elevasi + 14,450 Beton mutu K300 slum + 12 B1 20.30 4.30 35.30 5.80
0.30 0.30 0.30 0.30
0.60 0.60 0.60 0.60
1.00 4.00 1.00 4.00
2.00 2.00 2.00 2.00
7.31 6.19 12.71 8.35
5.80 5.80
0.30 0.30
0.60 0.60
1.00 1.00
2.00 2.00
2.09 2.09
Vertikal
16.30 24.30
0.30 0.30
0.60 0.60
2.00 1.00
2.00 2.00
11.74 8.75
Beton mutu K300 slum + 12 B1A Vertikal
24.30
0.30
0.60
1.00
2.00
8.75
Horisontal
Vertikal Beton mutu K300 slum + 12 B1A Vertikal
Elevasi + 14,850 Beton mutu K300 slum + 12 B1 Horisontal
b Besi beton B1 Elevasi + 14,450
14,706.26
Horisontal
Tulangan pokok - Tumpuan kiri dan kanan Lapangan Tumpuan & lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
15.05 7.45 15.05 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
15.24 7.64 15.18 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 151.53 50.68 151.53 50.68
2.00 2.00 2.00 2.00 2.00 2.00 2.00
712.96 324.91 60.27 113.21 37.86 311.33 104.11
- Tumpuan lapangan Tumpuan & lapangan Sepihak tumpuan Sengkang tumpuan
D19 D13 Ø 10 Ø 10
4.39 4.39 0.54 0.54
0.24
0.19 0.13 0.10 0.10
4.58 4.52 0.64 1.76
2.13 0.99 0.58 0.58
11.00 2.00 44.87 44.87
8.00 8.00 8.00 8.00
856.24 71.71 134.08 368.72
Vertikal - Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
29.41 12.38 36.08 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
29.60 12.57 36.21 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 295.13 83.54 295.13 83.54
2.00 2.00 2.00 2.00 2.00 2.00 2.00
1,384.61 534.54 143.73 220.49 62.42 606.35 171.64
- Tumpuan lapangan Tumpuan & lapangan Sepihak tumpuan Sengkang tumpuan
D19 D13 Ø 10 Ø 10
5.39 5.39 0.54 0.54
0.24
0.19 0.13 0.10 0.10
5.58 5.52 0.64 1.76
2.13 0.99 0.58 0.58
11.00 2.00 54.87 54.87
8.00 8.00 8.00 8.00
1,043.33 87.59 163.96 450.90
D19 Ø 10 Ø 10
5.80 0.54 0.54
0.24
0.19 0.10 0.10
5.99 0.64 1.76
2.13 0.58 0.58
1.00 59.00 6.40
2.00 2.00 2.00
25.47 44.08 13.15
Tulangan pokok - Tumpuan kiri dan kanan Lapangan Tumpuan & lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
12.39 6.13 12.39 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
12.58 6.32 12.52 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 124.87 41.88 124.87 41.88
4.00 4.00 4.00 4.00 4.00 4.00 4.00
1,176.47 537.57 99.37 186.57 62.57 513.08 172.07
Vertikal - Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
17.72 8.77 17.72 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
17.91 8.96 17.85 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 178.20 59.48 178.20 59.48
2.00 2.00 2.00 2.00 2.00 2.00 2.00
837.69 381.04 70.85 133.13 44.43 366.11 122.19
Besi beton B1A Vertikal Tumpuan kiri dan kanan Lapangan Tumpuan & lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
17.72 8.77 17.72 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
17.91 8.96 17.85 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 178.20 59.48 178.20 59.48
2.00 2.00 2.00 2.00 2.00 2.00 2.00
837.69 381.04 70.85 133.13 44.43 366.11 122.19
Besi beton B1A Horisontal
Tulangan pokok Sepihak Sengkang Elevasi + 14,850 Besi beton B1 Horisontal
c Bekesting Elevasi + 14,450 B1 Horisontal
Vertikal B1A
556.16
20.30 4.30 35.30 5.80
0.30 0.30 0.30 0.30
0.96 0.96 0.96 0.96
2.00 4.00 1.00 6.00
2.00 2.00 2.00 2.00
102.31 43.34 88.96 87.70
Vertikal
5.80 5.80
0.30 0.30
0.96 0.96
1.00 1.00
2.00 2.00
14.62 14.62
Vertikal
16.30 24.30
0.30 0.30
0.96 0.96
2.00 1.00
2.00 2.00
82.15 61.24
Beton mutu K300 slum + 12 B1A Vertikal
24.30
0.30
0.96
1.00
2.00
61.24
Elevasi + 14,850 Beton mutu K300 slum + 12 B1 Horisontal
Bongkar begesting Stutwerk
17 Beton balok B1' (400x900) a Beton mutu K300 slum + 12 b Besi beton Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
16.00
D22 D22 D13 D13 Ø 10 Ø 10 Ø 10 Ø 10
8.85 4.38 7.41 3.67 0.84 0.84 0.84 0.84
0.34 0.34 0.34 0.34
0.22 0.22 0.22 0.22 0.10 0.10 0.10 0.10
0.40
0.90
9.07 4.60 7.63 3.89 1.28 1.28 2.56 2.56
2.83 2.83 0.99 0.99 0.58 0.58 0.58 0.58
1.00
2.00
18.00 18.00 4.00 4.00 89.53 30.22 89.53 30.22
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
1.00
2.00
c Bekesting 16.00
0.40
1.56
556.16
-
556.16
67.97
-
67.97
11.52
-
11.52
2,020.23
-
2,020.23
62.72
-
62.72
11.52
923.52 468.45 60.60 30.88 133.78 45.15 267.56 90.30
62.72
Bongkar begesting
62.72
-
62.72
Stutwerk
11.52
-
11.52
109.69
-
109.69
-
35,003.20
-
888.52
18 Beton balok B2 (250x400) a Beton mutu K300 slum + 12 Elevasi + 14,450 Horisontal
Vertikal
27.40 13.68 23.11 67.49 49.59 41.36
0.25 0.25 0.25 0.25 0.25 0.25
0.40 0.40 0.40 0.40 0.40 0.40
2.00 2.00 2.00 1.00 2.00 2.00
2.00 2.00 2.00 2.00 2.00 2.00
10.96 5.47 9.24 13.50 19.83 16.54
16.30 24.30
0.25 0.25
0.40 0.40
6.00 3.00
2.00 2.00
19.56 14.58
Elevasi + 14,850 Horisontal
Vertikal b Besi beton Elevasi + 14,450 Horisontal
35,003.20
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
31.96 31.96 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
32.15 32.09 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 213.73 70.64
4.00 4.00 4.00 4.00
2,187.16 1,018.98 648.67 214.40
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
15.96 15.96 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
16.15 16.09 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 107.09 35.45
4.00 4.00 4.00 4.00
1,098.99 511.06 325.04 107.60
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
27.67 27.67 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
27.86 27.80 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 185.14 61.21
4.00 4.00 4.00 4.00
1,895.44 882.81 561.91 185.76
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
81.17 81.17 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
81.36 81.30 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 541.83 178.91
2.00 2.00 2.00 2.00
2,767.68 1,290.89 822.24 271.51
Vertikal Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
58.71 58.71 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
58.90 58.84 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 392.03 129.48
4.00 4.00 4.00 4.00
4,006.74 1,868.29 1,189.85 392.98
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
50.48 50.48 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
50.67 50.61 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 337.19 111.38
4.00 4.00 4.00 4.00
3,447.11 1,607.07 1,023.40 338.06
Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
20.86 20.86 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
21.05 20.99 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 139.73 46.22
4.00 4.00 4.00 4.00
1,432.07 666.53 424.10 140.29
Vertikal Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan Sengkang Lapangan
D19 D13 Ø 10 Ø 10
28.86 28.86 0.35 0.35
0.20 0.20
0.19 0.13 0.10 0.10
29.05 28.99 1.30 1.30
2.13 0.99 0.58 0.58
8.00 8.00 193.07 63.82
4.00 4.00 4.00 4.00
1,976.33 920.57 585.97 193.70
Elevasi + 14,850 Horisontal
c Bekesting Elevasi + 14,450
888.52
Horisontal
Vertikal
27.40 13.68 23.11 67.49 49.59 41.36
0.25 0.25 0.25 0.25 0.25 0.25
0.56 0.56 0.56 0.56 0.56 0.56
2.00 2.00 2.00 1.00 2.00 2.00
2.00 2.00 2.00 2.00 2.00 2.00
88.77 44.34 74.88 109.34 160.66 134.00
16.30 24.30
0.25 0.25
0.56 0.56
6.00 3.00
2.00 2.00
158.44 118.10
Elevasi + 14,850 Horisontal
Vertikal
Bongkar begesting
888.52
-
888.52
Stutwerk
109.69
-
109.69
8.18
-
8.18
-
1,383.24
Beton balok B2A (300x600) a Beton mutu K300 slum + 12 Horisontal Vertikal b Besi beton Horisontal Tumpuan Lapangan Sengkang tumpuan
26.53 14.35
0.20 0.20
0.50 0.50
1.00 1.00
2.00 2.00
5.31 2.87 1,383.24
D16 Ø 10
34.21 0.45
0.15
0.16 0.10
34.37 1.40
1.51 0.58
4.00 228.70
2.00 2.00
414.21 373.76
Sengkang Lapangan
Ø 10
0.45
0.15
0.10
1.40
0.58
113.21
2.00
185.01
Vertikal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
14.35 0.45 0.45
0.15 0.15
0.16 0.10 0.10
14.51 1.40 1.40
1.51 0.58 0.58
4.00 96.33 47.69
2.00 2.00 2.00
174.89 157.43 77.93
1.00 1.00 1.00
2.00 2.00 2.00
c Bekesting Curve Horisontal Vertikal
135.07
40.60 11.52 15.27
0.20 0.20 0.20
0.83 0.76 0.76
Bongkar begesting Stutwerk
Beton balok B5 (150x300) a Beton mutu K300 slum + 12 Vertikal Vertikal Horisontal
15.75 3.00 8.65
0.20 0.20 0.20
0.50 0.50 0.50
1.00 1.00 1.00
2.00 2.00 2.00
-
135.07
135.07
-
135.07
8.18
-
8.18
5.48
-
5.48
-
1,222.56
-
54.81
54.81
-
54.81
5.48
-
5.48
-
6,315.72
83.63 22.12 29.32
3.15 0.60 1.73
b Besi beton Vertikal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
23.43 0.45 0.45
0.15 0.15
0.16 0.10 0.10
23.59 1.40 1.40
1.51 0.58 0.58
4.00 156.87 77.65
2.00 2.00 2.00
284.34 256.36 126.90
Vertikal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
3.00 0.45 0.45
0.15 0.15
0.16 0.10 0.10
3.16 1.40 1.40
1.51 0.58 0.58
4.00 20.67 10.23
2.00 2.00 2.00
38.09 33.77 16.72
Horisontal Tumpuan Lapangan Sengkang tumpuan Sengkang Lapangan
D16 Ø 10 Ø 10
16.33 0.45 0.45
0.15 0.15
0.16 0.10 0.10
16.49 1.40 1.40
1.51 0.58 0.58
4.00 109.53 54.22
2.00 2.00 2.00
198.76 179.01 88.61
1.00 1.00 1.00
2.00 2.00 2.00
32.45 5.76 16.61
1,222.56
c Bekesting Curve Horisontal Vertikal
54.81
15.75 3.00 8.65
0.20 0.20 0.20
0.83 0.76 0.76
Bongkar begesting Stutwerk
BALOK IWF HONEY COMB 1050 X 300 > Original IWF 700 > Stifner > Plat Tutup (HCO)
15.00 1.05 2.00
BALOK IWF 400 X 200 > IWF 400 x 200 Horizontal
15.40 2.33 5.50 7.94 1.80 0.40
> IWF 400 x 200 Vertikal > Stifner > Plat Tutup (HCO) BALOK IWF 300 X 150 > IWF 300 x 150
3.75 2.50 2.25 0.30 1.50
> Stifner > Plat Tutup (HCO) BALOK IWF 500 X 200 Horizontal > IWF 500 x 200
14.55 14.70 0.50 2.00
> Stifner > Plat Tutup (HCO) Vertikal > IWF 500 x 200
7.53 5.03 7.73 0.50 2.00
> Stifner > Plat Tutup (HCO)
0.20 0.50
185.00 94.22 185.00
10.00 2.00
2.00 2.00 2.00
6,315.72 5,550.00 395.72 370.00
0.20 0.50
1.00 2.00 1.00 1.00 10.00 2.00
4.00 1.00 1.00 4.00 2.00 2.00
7,537.10 4,065.60 307.56 363.00 2,096.16 678.38 26.40
7,537.10
66.00 66.00 66.00 66.00 94.22 66.00
0.20 0.20
4.00 4.00 1.00 2.00 2.00
4.00 4.00 1.00 6.00 16.00
3,996.57 2,202.00 1,468.00 82.58 67.84 176.16
3,996.57
36.70 36.70 36.70 94.22 36.70
0.20 0.20
1.00 1.00 2.00 2.00
2.00 2.00 2.00 2.00
8,208.23 2,606.87 2,633.74 188.44 143.33
8,208.23
89.58 89.58 94.22 89.58
0.20 0.25
89.58 89.58 89.58 94.22 89.58
1.00 2.00 1.00 2.00 2.00
1.00 1.00 1.00 2.00 2.00
674.56 901.20 692.48 188.44 179.17
> Plat Plendes BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200
431.53 175.25 61.24 124.37 70.67
431.53
> Angkur Baut BALOK IWF HONEY COMB 1050 X 300 BALOK IWF 400 X 200 BALOK IWF 300 X 150 BALOK IWF 500 X 200 29 Beton balok tangga BT (250x300)
2.54
a Beton mutu K300 slum + 12
-
Tangga putar lift
-
Tangga darurat Tangga darurat lt.4
-
5.44 1.36 2.19 2.78 3.48
0.25 0.25 0.25 0.25 0.25
0.30 0.30 0.30 0.30 0.30
1.00 1.00 1.00 1.00 1.00
2.00 2.00 1.00 4.00 2.00
0.82 0.20 0.16 0.83 0.52
8.00 8.00
2.00 2.00
191.51 52.72
b Besi beton Tulangan pokok -
Tangga putar lift
827.15
D19 D19
5.44 1.36
-
0.19 0.19
5.63 1.55
2.13 2.13
-
2.54
-
827.15
L A N T A I 3
-
Tangga darurat Tangga darurat lt.4
D19 D19 D19
2.19 2.78 3.48
-
0.19 0.19 0.19
2.38 2.97 3.67
2.13 2.13 2.13
8.00 8.00 8.00
1.00 4.00 2.00
40.39 201.71 124.67
Ø 10 Ø 10 Ø 10 Ø 10 Ø 10
0.24 0.24 0.24 0.24 0.24
0.19 0.19 0.19 0.19 0.19
0.10 0.10 0.10 0.10 0.10
1.06 1.06 1.06 1.06 1.06
0.58 0.58 0.58 0.58 0.58
55.40 14.60 22.85 28.75 35.75
2.00 2.00 1.00 4.00 2.00
68.55 18.07 14.14 71.15 44.24
1.00 1.00 1.00 1.00 1.00
2.00 2.00 1.00 4.00 2.00
Sengkang -
Tangga putar lift
-
Tangga darurat Tangga darurat lt.4
-
c Bekesting -
Tangga putar lift
-
Tangga darurat Tangga darurat lt.4
-
24.08
5.44 1.36 2.19 2.78 3.48
0.25 0.40 0.40 0.40 0.40
0.36 0.36 0.36 0.36 0.36
Bongkar begesting Stutwerk
31 Beton plat bordes tangga, tebal 15 cm
a Beton mutu K300 slum + 12
-
Tangga putar lift
-
Tangga darurat
-
1.48 2.78 3.48
Tangga darurat lt.4
1.20 1.48 1.45
0.15 0.15 0.15
2.00 1.00 1.00
1.00 4.00 2.00
b Besi beton -
Tulangan
Tulangan
Tangga darurat lt.4 Tulangan Tulangan
Tangga putar lift
-
Tangga darurat
-
Tangga darurat lt.4
Tangga putar lift
-
Tangga darurat
-
Tangga darurat lt.4
-
1,753.16
-
43.34
43.34
-
43.34
4.50
-
4.50
47.25
-
47.25
-
4,040.57
-
80.57
1.58 1.30 1.58 1.30
0.58 0.58 0.99 0.99
10.88 9.00 10.88 9.00
4.00 4.00 4.00 4.00
40.21 27.32 68.36 46.44
x y x y
Ø 10 Ø 10 D13 D13
2.78 1.48 2.78 1.48
-
0.10 0.10 0.10 0.10
2.88 1.58 2.88 1.58
0.58 0.58 0.99 0.99
19.50 10.83 19.50 10.83
8.00 8.00 8.00 8.00
261.77 79.67 445.06 135.45
x y x y
Ø 10 Ø 10 D13 D13
3.48 1.45 3.48 1.45
-
0.10 0.10 0.10 0.10
3.58 1.55 3.58 1.55
0.58 0.58 0.99 0.99
24.17 10.67 24.17 10.67
4.00 4.00 4.00 4.00
201.71 38.60 342.93 65.63
2.00 2.00 1.00 1.00 2.00 2.00
1.00 1.00 4.00 4.00 2.00 2.00
43.34
1.48 1.48 2.78 2.78 3.48 3.48
1.28 2.78 3.48
1.20 1.20 1.48 1.20 1.45 1.45
0.15 0.15 0.15 -
0.30 0.30 0.30
0.18 0.18 0.18
20.00 26.00 23.00
1.00 4.00 2.00
0.80 3.55 2.55 13.32 2.96 20.16
2.84 28.78 15.63 4,040.57
Tangga putar lift
Tulangan
Ø 10 D13
0.45 1.28
0.18 -
0.10 0.10
0.73 1.38
0.58 0.99
13.75 4.00
20.00 20.00
117.17 109.16
Ø 10 D13
0.45 2.78
0.18 -
0.10 0.10
0.73 2.88
0.58 0.99
28.75 4.00
104.00 104.00
1,273.97 1,186.83
Ø 10 D13
0.45 3.48
0.18 -
0.10 0.10
0.73 3.58
0.58 0.99
35.75 4.00
46.00 46.00
700.68 652.76
20.00 26.00 23.00
1.00 4.00 2.00
Tangga darurat
Tulangan Tangga darurat lt.4 Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
-
Tangga darurat lt.4
80.57
1.28 2.78 3.48
-
0.17 0.17 0.17
4.34 49.06 27.17
Bongkar begesting
80.57
-
80.57
Stutwerk
47.25
-
47.25
4.73
-
4.73
-
3,586.96
-
87.28
33 Beton plat tangga, tebal 15 cm
a Beton mutu K300 slum + 12
-
Tangga putar lift
-
Tangga darurat
7.15 7.80 7.01
Tangga darurat lt.4
1.98 1.31 1.74
0.15 0.15 0.15
1.00 1.00 1.00
1.00 4.00 2.00
b Besi beton
0.68 2.73 1.31 3,586.96
Tangga putar lift
Tulangan
x y x y
Ø 10 Ø 10 D13 D13
1.98 7.15 1.98 7.15
-
0.10 0.10 0.10 0.10
2.08 7.25 2.08 7.25
1.51 1.51 0.58 0.58
72.48 20.80 72.48 20.80
1.00 1.00 1.00 1.00
227.14 227.14 87.99 87.99
x y x y
Ø 10 Ø 10 D13 D13
1.31 7.80 1.31 7.80
-
0.10 0.10 0.10 0.10
1.41 7.90 1.41 7.90
1.51 1.51 0.58 0.58
79.00 14.12 79.00 14.12
4.00 4.00 4.00 4.00
672.26 672.26 260.43 260.43
x y x y
Ø 10 Ø 10 D13 D13
1.74 7.01 1.74 7.01
-
0.10 0.10 0.10 0.10
1.84 7.11 1.84 7.11
1.51 1.51 0.58 0.58
71.05 18.37 71.05 18.37
2.00 2.00 2.00 2.00
393.30 393.30 152.36 152.36
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 4.00 4.00 2.00 2.00
14.15 1.07 40.93 4.68 24.34 2.10
Tangga darurat
Tulangan
-
4.50
0.10 0.10 0.10 0.10
b Besi beton
-
-
-
a Beton mutu K300 slum + 12
-
-
4.50
0.53 2.46 1.51
1.48 1.20 1.48 1.20
32 Beton anak tangga, tebal 15 cm
-
2.54
Ø 10 Ø 10 D13 D13
Stutwerk
-
24.08
-
x y x y
Bongkar begesting
-
-
2.54
1,753.16
c Bekesting -
-
24.08
Tangga darurat
Tulangan
-
24.08
Tangga putar lift
Tulangan
-
-
6.64 2.07 1.66 8.44 5.28
Tangga darurat lt.4 Tulangan
c Bekesting -
Tangga putar lift
-
Tangga darurat
-
Tangga darurat lt.4
87.28
7.15 7.15 7.80 7.80 7.01 7.01
1.98 1.31 1.74 -
0.15 0.15 0.15
Bongkar begesting Stutwerk
87.28
-
87.28
4.73
-
4.73
Beton balok sirip-sirip dinding (100x100) a Beton mutu K300 slum + 12 Balok B2A
65.788
Plat beton 10 cm
288.414 3.478 3.454 3.454 1.661 3.141 1.915 13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.28 0.28 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.17 0.11 0.00 0.28 0.28 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.31 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.14 1.07 1.81 0.38 0.30 1.27 0.17 0.11 0.00 0.28 0.27 0.28 0.13 0.25 0.15 1.07 1.81 0.38 0.31 0.17 0.11 0.00 1.26
374.04
1.14
0.10
1.00
1.00
42.71
b Besi beton B2A 200 x 400 mm Tumpuan &lapangan Tumpuan &lapangan Sengkang tumpuan
D19 D13 Ø 10
316.95 307.94 0.35
0.20
9.51 6.51 0.10
326.47 314.45 1.30
2.13 0.99 0.58
2.00 1.00 2,113.69
2.00 2.00 1.00
2,776.27 624.08 1,603.80
Plat beton D10-150
Ø 10
386.90 -
1.69
0.10 0.10
774.01 3.58
0.58 0.58
12.27 2,580.36
1.00 1.00
5,541.62 5,391.73
1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00
c Begisting B2A 200 x 400 mm
15,937.49
3.478 3.454 3.454 1.661 3.141 1.915
724.13
0.20 0.20 0.20 0.20 0.20 0.20
0.70 0.70 0.70 0.70 0.70 0.70
3.13 3.11 3.11 1.49 2.83 1.72
-
15,937.49
-
724.13
13.415 22.670 4.702 2.150 1.395 0.001 3.478 3.454 3.454 1.661 3.141 1.700 13.415 22.670 4.702 3.883 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.700 13.415 22.680 4.702 3.789 15.875 2.150 1.395 0.001 3.478 3.432 3.454 1.661 3.141 1.915 13.415 22.680 4.702 3.883 2.150 1.390 0.001 15.700
0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
12.07 20.40 4.23 1.94 1.26 0.00 3.13 3.11 3.11 1.49 2.83 1.53 12.07 20.40 4.23 3.49 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.53 12.07 20.41 4.23 3.41 14.29 1.94 1.26 0.00 3.13 3.09 3.11 1.49 2.83 1.72 12.07 20.41 4.23 3.49 1.94 1.25 0.00 14.13
374.04
1.14
0.10
1.00
1.00
464.55
59.17 16.30
24.00 2.69
0.12 0.12
1.00 1.00
1.00 2.00
170.40 10.50
48.30
24.30
0.12
1.00
1.00
140.84
24.30
16.30
0.12
1.00
1.00
8.09
0.58 0.58 0.58 0.58
197.00 431.44 54.90 145.67
2.00 2.00 2.00 2.00
14,848.05 14,807.00 1,390.68 1,374.79
29.70
0.58 0.58
199.00 359.00
2.00 2.00
12,474.47 12,446.46
17.20
0.58 0.58
173.00 262.00
2.00 2.00
Plat Beton
34 Beton plat lantai, tebal 12 cm
a Beton mutu K300 slum + 12 Elevasi + 14,450 Curve + plat talang Plat talang depan bondex
321.75 1,420.00
Elevasi + 14,850 Plat lantai 4 Pengurang Plat lantai floordex b Besi beton Ø 10-150 Elevasi + 14,450 Curve + plat lantai utamax y Plat talang depan bondexx y Elevasi + 14,850 Plat lantai 4 Pengurang Plat lantai floordex
c Bekesting Elevasi + 14,450 Curve + plat talang
64.57 29.40 21.70
53.70
Ø 10 Ø 10
26.10
Elevasi + 14,850 Plat lantai 4
Pengurang Plat lantai floordex
59.17 59.17
24.00 24.00
0.12
1.00 1.00
1.00 1.00
19.96 1,420.00
48.30 48.30
24.30 24.30
0.12
1.00 1.00
1.00 1.00
17.42 1,173.69
24.30 24.30
16.30 16.30
0.12
1.00 1.00
1.00 1.00
d Bongkar begesting e Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex
a Elevasi + 14,450 Plat talang
Elevasi + 14,850 Plat lantai utama
46,810.12
405.83
2,225.24
9.74 396.09
2,631.07
405.83
2,225.24
321.75
47.53
274.22
70.22
-
70.22
-
6,828.93
-
539.69
16.30
5.80
0.12
1.00
2.00
22.69
24.30
16.30
0.12
1.00
1.00
47.53
b Elevasi + 14,450 Besi wermesh M 10 Plat talang
M10
22.07
96.55
1.00
1.00
2,130.75
Elevasi + 14,850 Plat lantai utama
M10
48.66
96.55
1.00
1.00
4,698.18
c Bekesting Elevasi + 14,450 Plat talang Elevasi + 14,850 Plat lantai utama
10,531.33
5,270.86 5,260.47 2,631.07
x y
274.22
47.53 57,341.45
Ø 10 Ø 10 Ø 10 Ø 10
47.53
6,828.93
539.69
16.30
5.80
1.10
1.00
1.00
103.99
24.30
16.30
1.10
1.00
1.00
435.70
Stutwerk
39 Beton plat dinding lift, tebal 25 cm a Beton Dinding lift
Pengurang Pintu lift b Besi beton Ø 10-100 Dinding lift
x y x y
Ø 10 Ø 10 Ø 10 Ø 10
Pengurang Pintu lift
2.60
2.50 2.45
0.25 0.25
4.50 4.50
2.00 2.00
1.00 1.00
1.88
0.25
2.50
1.00
1.00
5.00
2.00 2.00 2.00 2.00
0.58 0.58 0.58 0.58
51.00 27.00 51.00 26.50
2.00 2.00 2.00 2.00
2.50
2.00 2.00
0.62 0.62
26.00 19.00
2.00 2.00
4.50
2.00 2.00
2.00 2.00
2.50
2.00
2.00
5.00 2.55
1.80
c Bekesting Dinding lift
2.50 2.45
Pengurang Pintu lift
-
1.88
4.50
70.22
-
70.22
11.14
1.18
9.96
5.63 5.51 1.18 1,237.72
309.58 315.18 303.62 309.34
233.86
1,003.86
116.06 117.80
89.10
45.00 44.10
18.80
70.30
18.80
d Bongkar begesting
89.10
18.80
70.30
e Stutwerk
11.14
1.18
9.96
LANTAI 4 BETON KOLOM K1 (650 X 650) A Beton Mutu K300 slum +12
0.65
B Besi Beton Tulangan Pokok D22 Sepihak Tumpuan D10 Sepihak Lapangan D10 Sengkang Tumpuan D10 Sengkang Lapagan D10
7.19 2.00 2.00 2.60 2.60
C Bekisting
0.73
0.65
D Bongkar Bekisting
0.73
0.65
0.65
5.00
34.00
71.83
71.83
34.00 34.00 34.00 34.00 34.00
16,714.39 11,652.61 1,573.68 627.09 2,045.79 815.22
16,714.39
5.00
34.00
469.20
469.20
5.00
34.00
469.20
469.20
71.83
71.83
2.98 0.58 0.58 0.58 0.58
16.00 39.65 15.80 39.65 15.80
E Stutwerk
11 Beton kolom K1A (650x650)
a Beton mutu K300 slum + 12 Penurang
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
0.65
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.30 0.30 0.60 0.60
6.08 0.10 0.10 0.10 0.10
0.65
4.00
6.08 2.00 2.00 2.60 2.60
c Bekesting Begisting Multipleks
2.13 0.58 0.58 0.58 0.58
0.73
0.65
16.00 61.78 41.52 61.78 41.52
4.00
b Besi beton Tulangan pokok Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 Ø 10 Ø 10 Ø 10 Ø 10
0.60 0.60 0.60 0.60
0.12 0.12 0.35 0.35
8.08 0.10 0.10 0.10 0.10
0.40 0.01 0.34
7.00 7.00 0.01
8.08 1.64 1.64 2.10 2.10
c Bekesting Begisting Multipleks
2.13 0.58 0.58 0.58 0.58
0.73
0.40
B Besi Beton Tulangan Pokok D16
Sengkang Tumpuan D10 Sengkang Lapagan D10
0.20
-
176.64
-
176.64
27.04
-
27.04
3.64
0.16
3.48
2.00
18.00 81.78 54.85 81.78 54.85
2.00 2.00 2.00 2.00 2.00
2.00
5.00
176.64
176.64 176.64
e Stutwerk
0.50
7,745.54
16.00
d Bongkar begesting
Beton kolom K3A (200x500) A Beton Mutu K300 slum +12
-
3,307.99 1,153.89 775.48 1,500.05 1,008.13
2.00 2.00 2.00
7.00
27.04
16.00 16.00 16.00 16.00 16.00
e Stutwerk
0.65 0.86 0.45
-
27.04
d Bongkar begesting
Beton kolom K2' (400x650) a Beton mutu K300 slum + 12 Pengurang Volume Hbeam 300 Plat Plendes 2x12 mm
27.04
16.00
7,745.54
-
3.64 0.16 0.01 1,214.78
618.26 156.56 105.01 200.48 134.47
-
1,214.78
31.64
-
31.64
-
31.64
-
31.64
-
31.64
3.64
-
3.64
6.00
3.00
3.00
630.82
-
-
6.20
6.62
1.51
6.00
6.00
630.82 358.96
0.45 0.45
0.15 0.15
0.10 0.10
1.40 1.40
0.58 0.58
39.65 15.80
6.00 6.00
194.40 77.46
C Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
D Bongkar Bekisting
0.63
0.20
5.00
6.00
49.80
49.80
E Stutwerk
3.00
14 Beton kolom K4A (1000x1000) a Beton mutu K300 slum + 12 b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan c Bekesting Begisting Multipleks d Bongkar begesting
16.00
1.00
D19 Ø 10 Ø 10
0.95 0.45
0.95 0.95
6.08 0.95 0.95
1.00
4.00
6.08 5.70 4.70
4.00
2.13 0.58 0.58
1.08
1.00
4.00
24.00 33.08 31.07
3.00 -
16.00
16.00 2,021.64
4.00 4.00 4.00
1,240.50 440.25 340.89
-
-
2,021.64
66.56
-
66.56
4.00
66.56 -
66.56
66.56
e Stutwerk
Beton kolom K5 (150x300) a Beton mutu K300 slum + 12 b Besi beton Tulangan pokok Sengkang tumpuan Sengkang Lapangan
0.30
D16 Ø 10 Ø 10
0.24 0.24
0.09 0.09
2.83 0.10 0.10
0.15
2.80
2.83 0.86 0.86
c Bekesting Begisting Multipleks
1.51 0.58 0.58
0.30
0.15
6.00 29.26 19.84
2.80
0.10
4.88
16.30 24.30
0.30 0.30
0.60 0.60
16.00
2.02
-
2.02
2.02
16.00 16.00 16.00
408.75 234.99 159.34
-
-
803.09
15.12
-
15.12
6.00
15.12 15.12
-
15.12
2.02
-
2.02
541.68
-
541.68
-
26.35
-
7,084.91
-
219.60
219.60
-
219.60
26.35
-
26.35
6.72
-
6.72
e Stutwerk
0.10
-
16.00
d Bongkar begesting
Beton kolom praktis KP (110x110) a Beton
16.00
803.09
111.00
541.68
1.00
3.00 2.00
17.60 8.75
16 Beton balok RB1 (300x600) a Beton mutu K300 slum + 12
26.35
Horisontal
Vertikal
2.00
b Besi beton Horisontal
Tulangan pokok - Tumpuan kiri dan kanan Lapangan Tumpuan & lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
12.39 6.13 12.39 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
12.58 6.32 12.52 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
10.00 10.00 2.00 124.87 41.88 124.87 41.88
6.00 6.00 6.00 6.00 6.00 6.00 6.00
1,604.28 806.36 149.05 279.86 93.86 769.62 258.10
Vertikal - Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
D19 D19 D13 Ø 10 Ø 10 Ø 10 Ø 10
29.41 12.38 36.08 0.54 0.54 0.54 0.54
0.24 0.24
0.19 0.19 0.13 0.10 0.10 0.10 0.10
29.60 12.57 36.21 0.64 0.64 1.76 1.76
2.13 2.13 0.99 0.58 0.58 0.58 0.58
11.00 10.00 2.00 295.13 83.54 295.13 83.54
2.00 2.00 2.00 2.00 2.00 2.00 2.00
1,384.61 534.54 143.73 220.49 62.42 606.35 171.64
2.00 1.00
3.00 2.00
146.70 72.90
L A N T A I
c Bekesting
4
Stutwerk
219.60
16.30 24.30
Horisontal
Vertikal
0.30 0.30
1.20 1.20
Bongkar begesting
17 Beton balok RB3 (300x700) a Beton mutu K300 slum + 12 b Besi beton Tumpuan kiri dan kanan Lapangan Tumpuan kiri dan kanan Lapangan Sepihak tumpuan Sepihak lapangan Sengkang tumpuan Sengkang Lapangan
16.00
D22 D22 D13 D13 Ø 10 Ø 10 Ø 10 Ø 10
8.85 4.38 7.41 3.67 0.84 0.84 0.84 0.84
0.34 0.34 0.34 0.34
0.22 0.22 0.22 0.22 0.10 0.10 0.10 0.10
0.30
0.70
9.07 4.60 7.63 3.89 1.28 1.28 2.56 2.56
#REF! #REF! 0.99 0.99 0.58 0.58 0.58 0.58
1.00
2.00
6.72
18.00 18.00 4.00 4.00 89.53 30.22 89.53 30.22
2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00
#REF! #REF! 60.60 30.88 133.78 45.15 267.56 90.30
1.00
2.00
54.40
c Bekesting 16.00
0.30
1.40
Bongkar begesting Stutwerk
Plat Level Tutup Lift + 21,00 a Beton mutu K300 slum + 10
b Besi beton Ø 10-150 Plat lantai utama
6.00
6.00
0.10
#REF!
-
54.40
-
54.40
54.40
-
54.40
6.72
-
6.72
3.60
-
3.60
-
625.57
-
23.72
-
6,407.48
1.00
1.00
3.60
57.67 63.00
1.00 1.00
313.02 312.55
1.00 1.00 1.00
2.00 2.00 2.00
9.53 7.05 7.14
103.83 177.57
2.00 2.00
3,210.20 3,197.29
625.57
x y
Ø 10 Ø 10
9.30
0.58 0.58
8.50
Plat Level Kamar Mandi dan tutup tangga a Beton mutu K300 slum + 12
b Besi beton Ø 10-150 Plat lantai utama
7,084.91
23.72
7.25 7.44 8.50
5.48 3.95 3.50
0.12 0.12 0.12
6,407.48
x y
Ø 10 Ø 10
26.49 15.43
0.58 0.58
#REF!
39 Beton plat dinding lift, tebal 25 cm
a Beton Dinding lift
9.90
Pengurang Pintu lift b Besi beton Ø 10-100 Dinding lift
x y x y
Ø 10 Ø 10 Ø 10 Ø 10
Pengurang Pintu lift
c Bekesting Dinding lift Pengurang Pintu lift
2.60
2.50 2.45
0.25 0.25
4.00 4.00
2.00 2.00
1.00 1.00
1.88
0.25
2.50
1.00
1.00
5.00
2.00 2.00 2.00 2.00
0.58 0.58 0.58 0.58
51.00 27.00 51.00 26.50
2.00 2.00 2.00 2.00
2.50
2.00 2.00
0.58 0.58
26.00 19.00
2.00 2.00
4.00
2.00 2.00
2.00 2.00
2.50
2.00
2.00
5.00 2.55
1.80
-
1.88
4.00
d Bongkar begesting e Stutwerk
PEKERJAAN RANGKA ATAP BAJA IWF 300X150X6,5X9 A Rangka Atap Kuda Kuda Baja IWF 300x150x6,5x9 > Kuda Kuda 1 (KK1) > Kuda Kuda 2 (KK2) > Kuda Kuda 3 (KK3) > Kuda Kuda 4 (KK4) > Kuda Kuda 5 (KK6) > Kuda Kuda 6 (KK6) Nok IWF & Perkuatan 1/2 Kuda Kuda B
Kolom Baja IWF 300x150x6,5x9 Voute Voute Voute Voute
PEKERJAAN RANGKA ATAP GORDING BAJA C 150X50X20X2,3 > Gording Baja C 150x50x20x2,3 >
Nok dan Jurai Baja 2X C150x50x20x2,3
PEKERJAAN RANGKA ATAP PLAT BAJA > Plat Plendes 12 mm > Plat Sambung 10 mm
>
Plat Simpul (Stifner) 8 mm
PEKERJAAN RANGKA ATAP MUR BAUT HTB dia 16 mm Lengkap dengan Ring > MUR BAUT HTB dia 16 mm Lengkap dengan Ring > Kuda Kuda 1 (KK1) > Kuda Kuda 2 (KK2) > Kuda Kuda 3 (KK3) > Kuda Kuda 4 (KK4) > Kuda Kuda 5 (KK6) > Kuda Kuda 6 (KK6)
39.37 29.59 28.36 10.10 14.70 5.48 32.20
7.00 2.00 2.00 2.00 4.00 4.00 4.00
36.70 36.70 36.70 36.70 36.70 36.70 36.70
0.80
36.00 16.00 15.00 15.00 7.00
36.70
0.70 1.40 0.30 0.50
36.70
1,332.18
4.97
212.38
4.97
36.70 36.70 36.70
8.73
1.18 1,237.72
309.58 315.18 303.62 309.34
220.16
1,017.56
109.26 110.90
79.20
2.50 2.45
1.18
5.00 4.90
18.80
60.40
40.00 39.20 18.80
79.20
18.80
60.40
9.90
1.18
8.73
25,329.17 10,114.15 2,171.91 2,081.92 740.97 2,157.23 803.73 4,726.96 1,056.96 411.04 770.70 165.15 128.45
25,329.17
2,532.30
6,614.27
6,614.27
2.00
2,108.91
2,108.91
0.40
0.40
94.22
2.00
32.00
0.30 0.30 0.30 0.30 0.30
78.50
78.50
2.00 1.00 1.00 1.00 2.00
14.00 14.00 32.00 32.00 32.00
964.81 2,745.84 446.41 362.67 602.88 489.84 844.03
964.81 2,745.84
0.68 1.10 0.80 0.65 0.56 0.28
0.07
62.92
2.00
426.00
1,073.34
1,073.34
1,580.00 756.00 192.00 288.00 56.00 112.00 176.00
1,580.00
7.00 2.00 2.00 2.00 4.00 4.00
78.50 78.50 78.50
108.00 96.00 144.00 28.00 28.00 44.00
BACKUP DATA Pekerjaan Lokasi Item Pekerjaan
: Pembangunan Gedung MPP Sleman : Jl.Parasamya, Tridadi, Kabupaten Sleman : PEKERJAAN UDTICH URAIAN
1. Galian Tanah Uditch > Dalam Area Proyek > Luar Area Proyek 2. Urug pasir bawah uditch >Dalam Area Proyek > Luar Area Proyek 3. Urug tanah kembali bekas galian >Dalam Area Proyek > Luar Area Proyek 4. Balok landasan bawah uditch 150x150x300 5. Plesteran 1:5 pada sambungan uditch 6. Pemasangan uditch 60x60x120+ cover > Dalam Area Proyek > Luar Area Proyek 7 Galian Pondasi Penahan Tanah Uditch 8 Urugan kembali Pada Pasangan Pondasi Penahan Tanah Uditc 9 Pasangan Batu Pondasi Penahan Tanah 10 Pasangan Sloof 200x300 > Beton > Besi Tulangan Pokok Sengkang >Bekisting 11 Pasangan Kolom 200x200 > Beton > Besi Tulangan Pokok Sengkang >Bekisting 12 Pasangan Bata 13 Plesteran kamprot 14 Pasangan balok Ring 150 x 200 > Beton > Besi Tulangan Pokok Sengkang >Bekisting 15 Acian beton Sloof, Kolom dan Ring balok
p
PENAMPANG l t
KOEF
246.62
1.00 1.00
1.00 1.00 1,398.68
246.62 272.67
1.00 1.00
0.10 0.10
246.62
0.10 1.00 0.10
1.00
519.29
(JML) UNIT
VOL. KOTOR
2.00 1,182.46
0.05 0.24
432.74 205.52 227.23
66.60 66.60
1.30 1.05
2.80 2.80
66.60
1.20
2.70
66.60
0.20
0.30 0.62 0.62
0.70 66.60 0.20
0.20
1.95 0.60 1.50 2.80 2.80
0.20 1.50 1.50
66.60
0.15
66.70 0.50 66.60 167.70
2.03
4.00 444.00
0.30
1.00
0.20
24.00 0.62 0.62
24.00 24.00
24.00 23.00 23.00 0.20 0.62 0.62 0.20 0.20
4.00 444.00
1.00 2.00
4 13 2 2.00
VOL. PENGURANG
VOL.BERSIH
1645.30 246.62 1398.68 51.93 24.66 27.27 1207.12 24.66 1182.46 2.60 103.86 432.74 205.52 227.23 242.42 97.90
0.00
1,645.30
0.00
51.93
0.00
1,207.12
0.00 0.00 0.00
2.60 103.86 432.74
0.00 0.00
242.42 97.90
134.87
0.00
134.87
4.00 192.70 0.00 192.70 39.96
0.00 0.00
4.00 192.70
0.00
39.96
0.19 232.13 116.06 116.06 14.40 96.60 193.20
0.00 0.00
0.19 232.13
0.00 0.00 0.00
14.40 96.60 193.20
2.00 303.06 165.42 137.64 26.64 80.40
0.00 0.00
2.00 303.06
0.00 0.00
26.64 80.40
BACKUP DATA Pekerjaan Lokasi Item Pekerjaan
: Pembangunan Gedung MPP Sleman : Jl.Parasamya, Tridadi, Kabupaten Sleman : PEKERJAAN UDTICH URAIAN
PENAMPANG l t
p
(JML) UNIT
KOEF
VOL. KOTOR
10
VOL. PENGURANG
9R .788 9PRT .778 .00
9PRT .820 9AS .327
34 .7 979
1 0. 102 PGR
17 .6 000
3 0.0 0 00
3 0.0 387
21 .3 000
Ku b - 1 ikal PLN .62
5 .70 0 0
gan
R.
PO SA T PAS M
Kub
ika l Pe
l ang
ME AR E R OKA OK
fo Tra .62 L VM - 1 DP .62
Pa ving -1.8 7
-1
R.
D ROAR EA P OF F
R UA BA NG NK
4. 37 00
8 .930 JLN GE 50 NS ET 0 kVA
R UA TA NG MU
8 .9 30 JLN
R UA
8.7
NG
T UN H AL GG L U PE
8 .823 SH LA
YA
NA
N
NA IK AR LT S IP .2
F L OK RO NT ET OF PE FIC LAY E AN AN
R UA KA NG BI D
R UA NG
5
ST
AFF
BI D
MU
AN G
SH
OL
8 .815 PGR
8 .937 GDNG
A
R UA KA NG SI E R UA KA NG SI E
8.713 JLN
WA
LO
T OIL WA ET BIT A
BB Y
8PRT .7 01 8PRT AS .724 .276
KM . Pr ia
52 .0 000
SH
R.
T AF EL
T OIL
ET
T OIL PRI ET A
Pe ne rim aan
8.7 5
KM
8 .809 JLN 8BM.02 .872 TT 8.807 8.760 JLN
.W
R.
an ita
Ars ip
8 .740 JLN
9 .038 SH
R.
8.7 5
PRT 8.385 8JLN .771 8PRT .363 8 .685 JLN
Ar sip
9.013 SH
9 .042 SH
8PRT .345 7AS .944 PRT 8.420
8 .7 22 JLN
8 .738 JLN
9.1 25 GDNG
8 .702 JLN
8 .426
-4.696 -4.727 -4.786
-3.117
-3
-2.897
-2.811
-0.684 -2.71 -2.717 -2.632
-2.657 -1.69
-2.606
-2.595
-2.569 -2.57
-2.583
-2.594
-2.638
-2.686
-2.708
-2.747
-2.753
-2.796
-2.821
-2.843
-2.329
-2.37
-2.866 -2.853 -2.738
-2.886
-2.492
-2.889
-2.902
-2.933
BOX 80X80
-2.506
-2.56
-2.69
-2.711
-2.746
-2.765
-2.775
-2.8
-2.839
-2.896
-2.934
-2.94
-2.936
-2.946
-2.961
-2.96
-2.948
-2.979
-2.978
-2.982
-2.961
-2.951
-2.933
-2.926
-2.949
-2.94
-2.95
-2.946
-2.937
-2.925
-2.955
-2.96
-2.933
-2.929
-2.971
-2.93
-2.901
-2.976
-3.012
-3.021
-3.007
-2.969
-2.83
-3.019
BOX 80X80
VOL.BERSIH
HIMPUNAN BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI T.A A
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
PEKERJAAN STRUKTUR
NO
MACAM PEKERJAAN
VOLUME TAMBAH
JUMLAH HARGA
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
A.
LANTAI BASEMENT
Rp.
7,408,856,438.22
3,475,438,238.04
1,538,509,779.25
9,361,760,538.19
B.
LANTAI 1
Rp.
6,043,647,213.75
Err:509
1,338,450,473.93
Err:509
C.
LANTAI 2
Rp.
4,126,084,611.99
272,733,364.48
5,750,259.27
4,393,067,717.20
D.
LANTAI 3
Rp.
5,232,091,232.27
-
-
5,232,091,232.27
E.
LANTAI 4
Rp.
2,909,065,376.42
-
118,531,061.52
2,790,534,314.90
Jumlah Total
Rp.
25,719,744,872.65
Err:509
3,001,241,573.97
Err:509
PPn 11%
Rp.
2,829,171,935.99
Err:509
330,136,573.14
Err:509
Jumlah
Rp.
28,548,916,808.64
Err:509
3,331,378,147.11
Err:509
Dibulatkan
Rp.
-
123
BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI T.A A.
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
LANTAI BASEMENT
NO
MACAM PEKERJAAN
I
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
PEKERJAAN PERSIAPAN 1 2 3 4 5
Papan nama kegiatan 1.00 Pembersihan lokasi 2,634.77 Pengukuran dan bowplank 252.00 Pagar pengaman proyek ( Rangka Baja ringan penutup Galvalume 1.00 Anti rayap di bawah lantai Basement 978.13 Anti rayap di dinding retaining wall 6 Brak Kerja ( sewa ) 120.00 7 Kantor direksi di lapangan ( Sewa ) 90.00 8 Listrik dan air kerja 1.00 9 Biaya Menejemen K3 [ jaring pengaman, alat pengaman diri (APD 1.00 10 Biaya sewa Tower crane kap. 2,5 T 5.00 a biaya pondasi + angkur b biaya sewa tower crane c biaya erection dan dismantling d biaya mobilisasi dan demobilisasi e biaya listrik kerja f biaya operator g biaya asuransi alat h biaya perijinan disnaker 11 Sewa Mobil Crane 2.00 12 Biaya All Risk ( asuransi ) 1.00 J U M L A H .................... I II PEKERJAAN TANAH DAN PASIR
unit m2 m' ls m2 m2 m2 m2 ls ls bl
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
bl ls
Rp. Rp.
1 Galian tanah basement dan ramp dengan alat mekanis 5,845.38 2 Galian tanah pondasi footplate 644.84 3 Urug pasir bawah pondasi, tebal 10 cm 16.89 4 Urug pasir bawah lantai basement dan ramp, tebal 10 cm di pada 165.91 5 Urug tanah kembali bekas galian pondasi di padatkan 119.74 Urug tanah kembali bekas galian ke peil basement 6 Pembuangan tanah galian keluar lokasi proyek sejauh kurang leb 6,370.48 J U M L A H .................... II III PEKERJAAN BETON
m3 m3 m3 m3 m3
1 Lantai kerja beton mutu K100 bawah footplate, tebal 7 cm 2 Lantai kerja beton mutu K100 bawah lantai basement dan ramp, t 3 Beton pondasi bored piled dia. 80 cm a Pengeboran tanah diameter 80 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 19 mm e Beton mutu K 300 Slum + 16 4 Beton pondasi bored piled dia. 60 cm a Pengeboran tanah diameter 60 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 16mm e Beton mutu K 300 Slum + 16 5 Tes PDA 6 Beton pondasi footplate / pilecape P1 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
454,752.00 13,659.00 64,697.00 5,500,000.00 17,500.00 17,500.00 305,000.00 305,000.00 4,250,000.00 53,927,500.00 105,000,000.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
454,752.00 35,988,323.43 16,303,644.00 5,500,000.00 17,117,275.00 36,600,000.00 27,450,000.00 4,250,000.00 53,927,500.00 525,000,000.00
35,000,000.00 47,194,963.24 Rp. Rp.
70,000,000.00 47,194,963.24 839,786,457.67
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
202,080,692.48 22,292,777.47 3,360,148.77 33,016,680.52 2,734,230.93
38,869,979 2,633,582 17,445,313 -
978.13 -
58,948,873.92
406.80 51.53 344.82 461.96
17,117,275.00 -
1.00 5,480.51 292.71 1.00 996.88 120.00 90.00 1.00 1.00 5.00
454,752.00 74,858,302.89 18,937,225.96 5,500,000.00 17,445,312.50 36,600,000.00 27,450,000.00 4,250,000.00 53,927,500.00 525,000,000.00
2.00 1.00
70,000,000.00 47,194,963.24 881,618,056.59
3,468.73 1,051.64 68.41 153.22 464.56 461.96 3,593.85
119,917,541.06 36,356,384.72 13,613,726.82 30,490,325.26 10,608,227.60 10,548,929.10 146,740,613.07 368,275,747.63
17,117,275.00
m3
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
10.20 m3 116.14 m3 216.00 m'
Rp. Rp. Rp.
758,267.00 Rp. 758,267.00 Rp. 1,677,056.00 Rp.
7,732,503.56 88,063,544.60 362,244,096.00
20.05 169.31
15,202,798.39 283,942,351.36
11.86 -
8,991,264.69 -
30.25 104.28 385.31
22,935,301.95 79,072,279.91 646,186,447.36
36.00 m'
Rp.
1,136,529.00 Rp.
40,915,044.00
35.06
39,846,707
-
-
71.06
80,761,750.74
2.00 ttk
Rp.
15,842,900.00 Rp.
31,685,800.00
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
48,716,432.64 159,980,917.98 17,679,744.00
-
51.84 10,284.85 144.00
48,716,432.64 159,980,917.98 17,679,744.00
2.00 -
31,685,800.00 -
51.84 m3 10,284.85 kg 144.00 m2
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00 22,835.00 40,831.00
2,845.74 40.71 996.88 -
260,113,213.83 523,597,744.00
14,063,607 10,253,578 7,873,997 10,548,929 42,740,111.08
2,376.65 12.70 -
82,163,151.42 2,526,355.27 -
2,776.63
113,372,600.76 198,062,107.45
Beton pondasi footplate / pilecape P1 (4000x4000x800) 124
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
VOLUME TAMBAH
JUMLAH HARGA
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
-
51.20 7,188.49 52.48
48,114,995 111,817,030 6,443,284
-
-
51.20 7,188.49 52.48
48,114,995.20 111,817,030.48 6,443,284.48
Beton pondasi footplate / pilecape P1A (6000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
-
153.60 21,556.58 130.56
144,344,986 335,312,561 16,029,635
-
-
153.60 21,556.58 130.56
144,344,985.60 335,312,560.53 16,029,634.56
Beton pondasi footplate / pilecape P1B (8000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
-
102.40 15,267.58 78.08
96,229,990 237,487,254 9,586,350
-
-
102.40 15,267.58 78.08
96,229,990.40 237,487,253.59 9,586,350.08
7 Beton pondasi footplate / pilecape P2 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
5.18 m3 1,371.31 kg 19.20 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
-
432.19 7.04
6,722,662.07 864,343.04
5.18 939.13 12.16
4,871,643.26 14,608,126.99 1,492,956.16
Beton pondasi footplate / pilecape P3' (1500x1500x600) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
2,537,314 9,641,404 942,920
-
-
2.70 619.83 7.68
2,537,314.20 9,641,404.14 942,919.68
8 Beton pondasi footplate / pilecape P4 (2000x2000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco
86.40 m3 11,236.71 kg 108.00 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
-
86.40 11,236.71 108.00
81,194,054.40 174,786,987.27 13,259,808.00
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
243,582,163 426,913,630 27,050,008
-
-
259.20 27,445.43 220.32
243,582,163.20 426,913,629.85 27,050,008.32
12.80 m3 1,989.49 kg 16.00 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
12,028,748.80 30,946,535.04 1,964,416.00
-
-
213.48 2.88 -
3,320,684.50 353,594.88
12.80 1,776.01 13.12
12,028,748.80 27,625,850.54 1,610,821.12
0.48 m3 130.93 kg 8.80 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
451,078.08 2,036,567.32 1,080,428.80
-
-
-
-
0.48 130.93 8.80
451,078.08 2,036,567.32 1,080,428.80
11 Beton sloof S1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
95.72 m3 15,797.25 kg 638.16 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
89,956,246.10 245,726,248.87 78,350,732.16
4,152.47
64,591,598 -
24.96 38.85
23,453,240.92 4,769,847.60
70.77 19,949.72 599.31
66,503,005.18 310,317,846.73 73,580,884.56
12 Beton sloof S2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
3.60 m3 806.19 kg 28.80 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
3,383,085.60 12,540,253.43 3,535,948.80
5.30 627.20 14.93
4,978,304 9,756,115 1,833,046
-
-
8.90 1,433.39 43.73
8,361,390.04 22,296,368.87 5,368,994.48
13 Beton sloof S3 (150x200) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
3.95 m3 611.83 kg 52.70 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
3,714,317.87 9,516,944.71 6,470,246.09
8.38 -
7,875,100 -
134.09 40.21
2,085,806.42 4,936,466.91
12.33 477.73 12.49
11,589,417.55 7,431,138.29 1,533,779.18
Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00
(7,893,047) -
16.86 89.72 89.72
15,842,003.13 15,921,882.70 526,500.43
37.01 10,167.60 241.78 241.78
34,780,939.21 158,157,095.34 42,904,118.30 1,418,741.57
Beton pondasi footplate / pilecape P4 (6000x4000x1200) Beton mutu K300 slum + 12 Besi beton Bekesting pas bataco 9 Beton pondasi footplate / pilecape P5 (4000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco 10 Beton pondasi footplate tangga (1000x1200x200) Beton mutu K300 slum + 12 Besi beton Bekesting Pas . bataco
14 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting
53.87 10,675.03 331.50 331.50
m3 kg m2 m2
Rp. Rp. Rp. Rp.
4,871,643.26 21,330,789.06 2,357,299.20
-
81,194,054.40 174,786,987.27 13,259,808.00
-
50,622,942.34 166,050,142.80 58,826,001.00 1,945,242.00
-
2.70 619.83 7.68
-
259.20 27,445.43 220.32
(507.43)
-
-
125
NO
MACAM PEKERJAAN Stutwerk Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm
15 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm 16 Beton kolom K3' (200x500) Beton mutu K300 slum + 12
VOLUME
HARGA SAT
JUMLAH HARGA
53.87 m3
Rp.
93,306.00 Rp.
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
0.94 m3
Rp.
2.86 662.80 23.10 23.10 2.86
VOLUME TAMBAH
5,026,277.59 2,260.50 119.57 90.00
Rp. Rp. Rp. Rp. Rp.
939,746.00 Rp.
2,687,673.56 10,309,800.71 4,099,187.40 135,550.80 266,855.16
160.70
620.40 19.73 28.00
883,361.24
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
-
16.86
1,572,929.22
37.01
3,453,348.37
35,162,078 3,436,567 5,265,000
-
-
2,260.50 119.57 90.00
35,162,077.50 3,436,566.54 5,265,000.00
2,499,706 -
1.03 3.30 3.30 1.03
965,777.15 586,024.09 19,378.48 95,890.59
1.83 823.50 19.80 19.80 1.83
1,721,896.41 12,809,506.36 3,513,163.31 116,172.32 170,964.57
9,650,322 566,963 1,638,000
-
-
620.40 19.73 28.00
9,650,322.00 566,962.96 1,638,000.00
-
0.06
60,143.74
0.88
823,217.50
126
NO
MACAM PEKERJAAN
Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom Hbeam 400 Plat Plandes tebal 12 mm Angkur Baut 22 mm 18 Beton kolom praktis KP (110x110)
VOLUME
HARGA SAT
JUMLAH HARGA
219.03 13.16 13.16 0.94
kg m2 m2 m3
Rp. Rp. Rp. Rp.
15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp.
3,406,958.41 2,335,294.64 77,222.88 87,707.64
22.00 2,740.99 88.00 88.00 22.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
20,674,412.00 42,636,061.08 15,615,952.00 516,384.00 2,052,732.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
56.00 m'
Rp.
84,195.00 Rp.
4,714,920.00
VOLUME TAMBAH 90.68 1.38 1.38
Besi beton Bekesting
83.88 m3 16,579.92 kg 699.00 m2
Rp.
939,746.00 Rp.
78,825,894.48
Rp.
15,555.00 Rp.
257,900,668.99
Rp.
181,167.00 Rp.
126,635,733.00
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
1,410,459 245,170 8,107 -
0.06 5.51 485.20 15.12 15.12 5.51
5,971.58 5,179,706.40 7,547,275.45 2,682,536.63 88,705.38 514,285.44
309.70 14.54 14.54 0.88 16.49 2,255.79 72.88 72.88 16.49
4,817,417.09 2,580,465.09 85,330.11 81,736.06 15,494,705.60 35,088,785.63 12,933,415.37 427,678.62 1,538,446.56
2,270.40 318.46 80.00
35,316,072 9,152,644 4,680,000
-
-
2,270.40 318.46 80.00
35,316,072.00 9,152,643.86 4,680,000.00
46.30
3,898,229
-
-
102.30
8,613,148.50
-
-
-
-
22.23
20,890,553.58
61.65
57,935,340.90
-
19 Beton balok B1 (300x600) Beton mutu K300 slum + 12
VOLUME KURANG
TAMBAH ANGGARAN
2,290.17
-
-
35,623,660
-
-
18,870.10
293,524,329.22
-
126.83
22,978,135.28
572.17
103,657,597.72
127
NO
MACAM PEKERJAAN Bongkar begesting Stutwerk
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
Besi beton
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
699.00 m2
Rp.
5,868.00 Rp.
4,101,732.00
-
126.83
744,261.91
572.17
3,357,470.09
83.88 m3
Rp.
188,262.00 Rp.
15,791,416.56
-
22.23
4,185,064.26
61.65
11,606,352.30
-
-
-
11.52 m3
Rp.
939,746.00 Rp.
10,825,873.92
-
-
-
11.52
10,825,873.92
20 Beton balok B1' (400x900) Beton mutu K300 slum + 12
VOLUME KURANG
TAMBAH ANGGARAN
1,808.65 kg
114.29
-
-
Rp.
15,555.00 Rp.
28,133,473.35
1,777,776
-
-
1,922.93
29,911,249.79
Bekesting
70.40 m2
Rp.
181,167.00 Rp.
12,754,156.80
-
5.13
929,749.04
65.27
11,824,407.76
Bongkar begesting
70.40 m2
Rp.
5,868.00 Rp.
413,107.20
-
5.13
30,114.58
65.27
382,992.62
Stutwerk
11.52 m3
Rp.
188,262.00 Rp.
2,168,778.24
-
-
-
11.52
2,168,778.24
-
-
-
48.80 m3
Rp.
939,746.00 Rp.
45,859,604.80
3.70
3,477,060
-
-
52.50
49,336,665.00
3,208.20
21 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton
-
Rp.
15,555.00 Rp.
169,990,102.01
49,903,580
-
-
14,136.53
219,893,682.15
Bekesting
512.40 m2
Rp.
181,167.00 Rp.
92,829,970.80
-
87.15
15,788,704.05
425.25
77,041,266.75
Bongkar begesting
512.40 m2
Rp.
5,868.00 Rp.
3,006,763.20
-
87.15
511,396.20
425.25
2,495,367.00
48.80 m3
Rp.
188,262.00 Rp.
9,187,185.60
3.70
696,569
-
-
52.50
9,883,755.00
(1,252.57)
(38,376,274)
-
-
4,667.43
143,000,685.73
-
2,380.80
72,942,950.40
5,976.08
183,095,276
-
-
-
2,569.00
78,709,022.00
4,544.81
139,243,887
-
-
-
8,385.72
256,921,689.36
4,979.24
152,554,107
-
-
Stutwerk
10,928.33 kg
-
22 Balok IWF HONEYCOMB 1050X300
5,920.00 kg
Rp.
30,638.00 Rp.
181,376,960.00
23 Balok IWF HONEYCOMB 525X175
2,380.80 kg
Rp.
30,638.00 Rp.
72,942,950.40
Balok IWF 400X200 24 Balok IWF HONEYCOMB 450X150 Balok IWF 300X150 25 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250
-
30,638.00
2,569.00 kg
Rp.
-
30,638.00 Rp.
78,709,022.00
30,638.00
8,385.72 kg
Rp.
-
30,638.00 Rp.
256,921,689.36
30,638.00
5,976.08 4,544.81 4,979.24
139,243,887.31 152,554,107.05
26 Plat Plandes tebal 12 mm
350.00 kg
Rp.
28,740.00 Rp.
10,059,000.00
-
350.00
10,059,000.00
27 Angkur Baut 22 mm
250.00 bh
Rp.
58,500.00 Rp.
14,625,000.00
-
-
-
250.00
14,625,000.00
28 Baut HTB dia. 19 mm lengkap dengan ring dan mur
300.00 bh
Rp.
18,500.00 Rp.
5,550,000.00
-
-
-
300.00
5,550,000.00
-
-
-
-
29 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton
1.23 m3
-
-
939,746.00 Rp.
1,158,142.97
1.53
1,433,935
-
-
2.76
2,592,077.90
Rp.
15,555.00 Rp.
6,057,339.75
605.37
9,416,532
-
-
994.78
15,473,871.96
Bekesting
13.97 m2
Rp.
181,167.00 Rp.
2,530,395.72
14.01
2,538,498
-
-
27.98
5,068,893.23
Bongkar begesting
13.97 m2
Rp.
5,868.00 Rp.
81,959.53
14.01
82,222
-
-
27.98
164,181.48
1.23 m3
Rp.
188,262.00 Rp.
232,014.09
1.53
287,264
-
-
2.76
519,278.37
-
-
-
-
-
-
-
0.75
634,407.70
Stutwerk
389.41 kg
Rp.
-
183,095,275.90
30 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton
0.75 m3 214.25 kg
Rp.
844,970.00 Rp.
634,407.70
-
-
Rp.
15,555.00 Rp.
3,332,631.07
26.82
417,201
-
-
241.07
3,749,831.77
Bekesting
6.83 m2
Rp.
181,167.00 Rp.
1,236,555.36
6.81
1,234,563
-
-
13.64
2,471,117.88
Bongkar begesting
6.83 m2
Rp.
5,868.00 Rp.
40,052.03
6.81
39,987
-
-
13.64
80,039.52
-
-
-
-
31 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton
0.71 m3
-
939,746.00 Rp.
670,978.64
-
-
-
0.71
670,978.64
Rp.
15,555.00 Rp.
1,955,091.59
-
-
-
125.69
1,955,091.59
Bekesting
9.52 m2
Rp.
181,167.00 Rp.
1,724,709.84
-
-
-
9.52
1,724,709.84
Bongkar begesting
9.52 m2
Rp.
5,868.00 Rp.
55,863.36
-
-
-
9.52
55,863.36
Stutwerk
0.71 m3
Rp.
188,262.00 Rp.
134,419.07
-
-
-
0.71
134,419.07
31 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 32 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
125.69 kg
Rp.
0.46 72.77 3.07 3.07 0.46
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
433,316.88 1,131,862.52 545,493.60 18,038.23 81,964.67
2.63 495.66 16.43 16.43 2.63
2,473,388 7,710,009 2,915,924 96,423 467,857
-
-
3.09 568.43 19.51 19.51 3.09
2,906,704.86 8,841,871.58 3,461,417.72 114,461.21 549,821.92
1.03 162.48 6.86 6.86 1.03
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
967,562.48 2,527,359.90 1,153,076.50 40,277.95 96,067.86
29.09 80.19 52.38 52.38 29.09
27,333,302 1,247,392 8,799,129 307,361 2,713,883
-
-
30.12 242.67 59.24 59.24 30.12
28,300,864.28 3,774,751.68 9,952,205.92 347,639.10 2,809,951.24
-
-
-
-
0.88 m3
Rp.
939,746.00 Rp.
823,161.11
2.50
2,344,676
-
-
3.37
3,167,836.78
Rp.
15,555.00 Rp.
2,150,170.58
1,426.35
22,186,935
-
-
1,564.58
24,337,105.96
Rp.
167,989.00 Rp.
980,988.56
50.50
8,482,907
-
-
56.34
9,463,895.50
33 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting
138.23 kg 5.84 m2
-
128
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
Bongkar begesting
5.84 m2
Rp.
5,868.00 Rp.
34,266.77
50.50
296,315
-
-
56.34
330,582.00
Stutwerk
0.88 m3
Rp.
177,759.00 Rp.
155,706.22
2.50
443,510
-
-
3.37
599,216.70
129
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
34 Beton lantai jalan ramp, tebal 15 cm Beton mutu K300 slum + 12
26.62 m3
Besi beton
3,123.87 kg 222.24 m3
Besi beton
26,075.50 kg 88.04 m3
Wiremesh M8
9,916.95 kg
-
-
-
25,020,568.10
4.63
4,352,193
-
-
31.26
29,372,761.12
Rp.
15,555.00 Rp.
48,591,796.23
38.07
592,165
-
-
3,161.94
49,183,961.37
-
-
-
109.47 m3
Besi beton Bekesting Bongkar begesting Stutwerk 38 Beton plat lantai, tebal 12 cm memakai floordex Beton mutu K300 slum + 12 Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 39 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 40 Beton plat dinding basement, tebal 20 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
Besi beton Bekesting Bongkar begesting Stutwerk 42 Waterstop lebar 200 mm
-
-
-
939,746.00 Rp.
208,851,152.70
2.10
1,977,879
-
-
224.35
210,829,031.41
Rp.
15,555.00 Rp.
405,604,405.75
1,131.78
17,604,802
-
-
27,207.28
423,209,208.15
-
-
-
-
-
Rp.
939,746.00 Rp.
82,739,175.38
-
-
-
88.04
82,739,175.38
Rp.
15,168.10 Rp.
150,421,313.31
-
-
-
9,916.95
150,421,313.31
-
-
-
-
-
Rp.
939,746.00 Rp.
102,869,472.56
63.12
59,318,696
-
-
172.59
162,188,168.44
13,405.22 588.33 588.33 63.12
208,518,140 104,402,239 3,452,344 11,220,513 3,679,106 71,201,059 7,069,449
15.86 214.42 122.30 15.86 399.62 10,854.38 88.61 88.61 -
14,902,830.38 3,252,309.97 23,909,200.35 2,818,966.22 6,216,070.31 168,839,871.98 15,455,693.20 519,947.99 -
29,459.55 1,500.54 1,500.54 172.59 51.34 4,551.18 437.70 51.34 10.46 623.40 52.34 52.34 6.54 236.54 14,998.26 1,286.18 1,286.18 236.54
458,243,307.72 266,277,534.98 8,805,192.19 30,678,935.20 48,248,100.82 69,032,787.39 85,570,799.65 9,126,438.58 9,827,393.80 9,697,012.35 9,129,613.86 307,131.12 610,454.51 222,286,767.04 233,297,902.13 224,347,677.30 7,547,323.96 22,070,526.60
16,054.33 912.21 912.21 109.47
kg m2 m2 m3
Rp. Rp. Rp. Rp.
15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp.
249,725,167.60 161,875,295.59 5,352,847.69 19,458,422.35
67.20 4,765.60 560.00 67.20
m3 kg m2 m3
Rp. Rp. Rp. Rp.
939,746.00 15,168.10 195,500.00 177,759.00
Rp. Rp. Rp. Rp.
63,150,931.20 72,285,097.36 109,480,000.00 11,945,404.80
6.54 1,023.02 52.34 52.34 6.54
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
6,148,288.21 15,913,082.67 9,129,613.86 307,131.12 610,454.51
3.92 -
160.77 25,852.64 1,286.18 1,286.18 160.77
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
151,085,708.48 402,137,774.11 224,347,677.30 7,547,323.96 15,001,078.07
75.77
-
-
-
-
0.43 m3
Rp.
939,746.00 Rp.
405,970.27
-
-
-
0.43
405,970.27
48.66 kg 4.32 m2
Rp. Rp.
15,555.00 Rp. 177,454.00 Rp.
756,887.36 766,601.28
-
-
-
48.66 4.32
756,887.36 766,601.28
4.32 m2
Rp.
5,868.00 Rp.
25,349.76
-
-
-
4.32
25,349.76
40,308.19 34,793,838.62 6,045,472,236.55 7,408,856,438.22
3,373,749,253.04 3,475,438,238.04
-
1,323,330,396.80 1,538,509,779.25
0.43 161.49
40,308.19 34,793,838.62 8,111,866,733.98 9,361,760,538.19
41 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12
-
Rp.
37 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12
VOLUME MC TOTAL ANGGARAN MC 0 0
939,746.00 Rp.
36 Beton lantai lapis wiremesh M8, tebal 10 cm Beton mutu K300 slum + 12
KURANG ANGGARAN
Rp.
35 Beton lantai basement, tebal 15 cm Beton mutu K300 slum + 12
VOLUME KURANG
TAMBAH ANGGARAN
0.43 m3 Rp. 93,306.00 161.49 m' Rp. 215,456.00 J U M L A H .................... III JUMLAH ......................... A. LANTAI BASEMENT ( I+II+III )
Rp. Rp. Rp. Rp.
75.77
-
130
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI T.A B. NO I
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
LANTAI 1 MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
PEKERJAAN TANAH DAN PASIR
1 Galian tanah pondasi stall 322.19 2 Galian tanah pondasi footplate 336.70 3 Urug pasir bawah pondasi, tebal 10 cm di padatkan 49.46 4 Urug pasir bawah lantai, tebal 10 cm 225.68 5 Urug tanah kembali bekas galian pondasi di padatkan 283.90 J U M L A H .................... I II PEKERJAAN BETON 1 Lantai kerja beton mutu K100 bawah footplate, tebal 7 cm 2 Beton pondasi bored piled dia. 60 cm a Pengeboran tanah diameter 60 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 16 mm e Beton mutu K 300 Slum + 16
m3 m3 m3 m3 m3
Rp. Rp. Rp. Rp. Rp.
34,571.00 34,571.00 199,002.00 199,002.00 22,835.00
Rp. Rp. Rp. Rp. Rp. Rp.
11,138,369.65 11,639,938.16 9,842,240.92 44,911,384.29 6,482,952.86 84,014,885.87
11.10 m3 252.00 m'
Rp. Rp.
758,267.00 Rp. 1,136,529.00 Rp.
8,420,403.38 286,405,308.00
36.00 m'
Rp.
1,677,056.00 Rp.
60,374,016.00
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
34,101,502.85 111,986,642.58 12,375,820.80
Rp. Rp. Rp.
939,746.00 15,555.00 122,776.00
7.78 m3 2,799.36 kg 34.56 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
- m3 - kg - m2
Rp. Rp. Rp.
939,746.00 15,555.00 122,776.00
5 Beton pondasi footplate / pilecape P3 (1500x1500x600) Beton mutu K300 slum + 12 Besi beton Bekesting
37.80 m3 8,839.08 kg 168.00 m2
Rp. Rp. Rp.
35,522,398.80 137,491,896.02 20,626,368.00
6 Beton pondasi footplate / pilecape P6 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp. -
15.55 m3 3,085.46 kg 43.20 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
14,614,929.79 47,994,275.39 5,303,923.20
2 Beton pondasi bored piled dia. 80 cm a Pengeboran tanah diameter 80 Cm b Pembuangan tanah / lumpur c Besi Beton diameter 10 mm d Besi Beton diameter 19 mm e Beton mutu K 300 Slum + 16 3 Beton pondasi footplate / pilecape P1 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco Beton pondasi footplate / pilecape P1C (4000x4000x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco 4 Beton pondasi footplate / pilecape P2 (1800x1800x800) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco Beton pondasi footplate / pilecape P2 (7500x6000x5500) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
36.29 m3 7,199.40 kg 100.80 m2
-
-
272.18
128.00 15,831.38 163.20
7,307,464.90 43,544,044.80 4,243,138.56
73.60 13,128.37 99.20
36,198,448.65 34,101,502.85 111,986,642.58 12,375,820.80
322.19 336.70 49.46 225.68 283.90
456,461,102.08 -
31.85 36.29 7,199.40 100.80
11.10 220.15 308.18 -
11,138,369.65 11,639,938.16 9,842,240.92 44,911,384.29 6,482,952.86 84,014,885.87 8,420,403.38 250,206,859.35 516,835,118.08 -
120,287,488 246,257,098 20,037,043
-
-
128.00 15,831.38 163.20
120,287,488.00 246,257,098.23 20,037,043.20
-
7.78 2,799.36 34.56
7,307,464.90 43,544,044.80 4,243,138.56
69,165,305.60 204,211,821.48 12,179,379.20
-
-
73.60 13,128.37 99.20
69,165,305.60 204,211,821.48 12,179,379.20
-
2.70 3,112.40 99.84
2,537,314.20 48,413,306.07 12,257,955.84
35.10 5,726.69 68.16
32,985,084.60 89,078,589.95 8,368,412.16
-
(8.27) -
(128,679.72) -
15.55 3,093.73 43.20 -
14,614,929.79 48,122,955.12 5,303,923.20 -
-
-
-
131
NO
MACAM PEKERJAAN 7 Beton pondasi footplate tangga (1000x1200x200) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
-
1.92 523.71 35.20
1,804,312.32 8,146,269.28 4,321,715.20
2,595,954 33,798,068 7,424,726
42.82 7,066.88 285.48 10.22 2,288.68 81.76 -
40,241,803.21 109,925,300.12 35,050,092.48 9,604,204.12 35,600,386.12 10,038,165.76 -
13.09 4,058.07 130.86
12,297,967.23 63,123,354.21 16,067,056.68
4,295.93
66,823,266 -
10.84 27.04 27.04 10.84
10,190,652.61 4,798,356.16 158,670.72 1,011,814.93
81.01 22,497.91 538.20 538.20 81.01
76,126,427.11 349,955,039.08 95,505,742.80 3,158,157.60 7,558,481.13
3,425.00 98.96 90.00
53,275,875 2,844,217 5,265,000
-
-
3,425.00 98.96 90.00
53,275,875.00 2,844,217.18 5,265,000.00
-
15.50 2,260.38 118.76 118.76 15.50
14,562,304.02 35,160,203.11 21,074,437.04 696,883.68 1,445,869.78
10.40 3,740.94 90.40 90.40 10.40
9,773,358.40 58,190,356.05 16,041,841.60 530,467.20 970,382.40
1.84 935.24 22.60 22.60 1.84
1,724,581 14,547,589 4,010,460 132,617 171,231
-
-
1.84 935.24 22.60 22.60 1.84
1,724,580.51 14,547,589.01 4,010,460.40 132,616.80 171,231.07
940.00 19.73 28.00
14,621,700 566,963 1,638,000
-
-
940.00 19.73 28.00
14,621,700.00 566,962.96 1,638,000.00
8,168,177 -
4.36 27.24 27.24 4.36
4,097,292.56 4,833,846.96 159,844.32 406,814.16
13.00 4,570.12 215.80 215.80 13.00
79.84 3.20 3.20 79.84
75,029,321 567,853 18,778 7,449,551
-
-
99.84 2,491.81 83.20 83.20 99.84
12,216,698.00 71,088,175.29 38,294,573.20 1,266,314.40 1,212,978.00 93,824,240.64 38,760,055.53 14,764,172.80 488,217.60 9,315,671.04
3,440.00 110.58 80.00
53,509,200 3,178,001 4,680,000
-
-
3,440.00 110.58 80.00
53,509,200.00 3,178,001.34 4,680,000.00
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp. -
1,804,312.32 8,146,269.28 4,321,715.20
8 Beton sloof S1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
42.82 m3 7,066.88 kg 285.48 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
40,241,803.21 109,925,300.12 35,050,092.48
9 Beton sloof S2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
10.22 m3 2,288.68 kg 81.76 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
9,604,204.12 35,600,386.12 10,038,165.76
10 Beton sloof S4 (200x300) Beton mutu K300 slum + 12 Besi beton Bekesting pas. Bataco
13.09 m3 4,058.07 kg 130.86 m2
Rp. Rp. Rp.
939,746.00 Rp. 15,555.00 Rp. 122,776.00 Rp.
12,297,967.23 63,123,354.21 16,067,056.68
2.76 2,172.81 60.47
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
86,317,079.72 283,131,772.90 100,304,098.96 3,316,828.32 8,570,296.06
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm 12 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton kolom K2' (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm 13 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 14 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom Hbeam 400 Plat Plandes tebal 12 mm Angkur Baut 22 mm
25.90 6,001.32 209.16 209.16 25.90
-
Rp. Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp. Rp.
24,335,662.42 93,350,559.16 37,116,278.64 1,227,350.88 2,416,252.18
17.36 4,045.00 243.04 243.04 17.36
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
16,313,990.56 62,919,997.83 43,128,420.16 1,426,158.72 1,619,792.16
20.00 2,491.81 80.00 80.00 20.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
VOLUME MC TOTAL ANGGARAN MC 0 0
-
Rp. Rp. Rp.
91.85 18,201.98 565.24 565.24 91.85
KURANG ANGGARAN
-
1.92 m3 523.71 kg 35.20 m2
11 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
VOLUME KURANG
TAMBAH ANGGARAN
-
525.12
132
NO
MACAM PEKERJAAN
15 Beton kolom praktis KP (110x110) 16 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Balok IWF HONEYCOMB 1050X300 20 Balok IWF HONEYCOMB 525X175 Balok IWF 400X200 21 Balok IWF HONEYCOMB 450X150 Balok IWF 300X150 22 Balok IWF HONEYCOMB 600X200 Balok IWF 500X250 23 Plat Plandes tebal 12 mm 24 Angkur Baut 22 mm
VOLUME
HARGA SAT
425.00 m'
Rp.
JUMLAH HARGA
84,195.00 Rp.
VOLUME TAMBAH
35,782,875.00
99.36 19,639.73 828.00 828.00 99.36
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00 18,705,712.32
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
107.72 24,122.42 1,131.04 1,131.04 107.72 5,920.00 2,380.80 4,374.64
m3 kg m2 m2 m3 kg kg
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
101,227,258.91 375,224,168.26 204,906,333.79 6,636,917.14 20,279,145.87 181,376,960.00 72,942,950.40
kg
Rp.
Rp.
134,030,220.32
7,665.47 kg
Rp.
Rp.
234,854,669.86
350.00 kg 250.00 bh
Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 58,500.00
Rp. Rp.
10,059,000.00 14,625,000.00
28.13
5.76 1,018.61 27.52 27.52 5.76 2,495.73
Err:509 Err:509 Err:509 Err:509
TAMBAH ANGGARAN 437,490 5,412,937 15,844,513 4,985,716 161,487 1,084,389 38,821,022 Err:509 Err:509 Err:509 Err:509 -
VOLUME KURANG 20.16 273.60 273.60 20.16 36.32 494.38 494.38 36.32 2,380.80 4,374.64 7,665.47 -
KURANG ANGGARAN 18,945,279.36 49,567,291.20 1,605,484.80 3,795,361.92 34,129,394.51 89,564,551.57 2,900,996.26 6,837,239.07 72,942,950.40 134,030,220.32 234,854,669.86 -
VOLUME MC TOTAL ANGGARAN MC 0 0 425.00 79.20 19,667.86 554.40 554.40 79.20 11.52 1,922.93 62.72 62.72 11.52 71.40 26,618.14 636.66 636.66 71.40 Err:509 Err:509 Err:509 Err:509 350.00 250.00
35,782,875.00 74,427,883.20 305,933,561.01 100,438,984.80 3,253,219.20 14,910,350.40 10,825,873.92 29,911,249.79 11,362,794.24 368,040.96 2,168,778.24 67,097,864.40 414,045,190.06 115,341,782.22 3,735,920.88 13,441,906.80 Err:509 Err:509 Err:509 Err:509 10,059,000.00 14,625,000.00
133
NO
MACAM PEKERJAAN
25 Baut HTB dia. 19 mm lengkap dengan ring dan mur 26 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 27 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton Bekesting Bongkar begesting 28 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 29 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 30 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 31 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 32 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 33 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 34 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 35 Beton plat lantai, tebal 12 cm memakai floordex Beton mutu K300 slum + 12 Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 36 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 37 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 38 Beton plat meja ganti popok di ruang laktasi, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting
VOLUME
HARGA SAT
JUMLAH HARGA
300.00 bh
Rp.
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
18,500.00 Rp. Rp. Rp. Rp. Rp. Rp.
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
3.88 1,108.56 35.32 35.32
m3 kg m2 m2
Rp. Rp. Rp. Rp.
844,970.00 15,555.00 181,167.00 5,868.00
Rp. Rp. Rp. Rp.
3,282,551.20 17,243,693.78 6,398,182.54 207,237.16
0.71 125.69 13.33 13.33 0.71
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
670,978.64 1,955,091.59 2,415,560.00 78,240.00 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
0.99 240.45 14.80 14.80 0.99
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
927,115.81 3,740,255.59 2,680,981.73 86,837.01 185,731.76
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
229.45 33,651.97 1,912.11 1,912.11 229.45
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
215,627,760.72 523,456,350.48 339,311,621.18 11,220,263.24 40,787,377.78
57.22 4,057.57 476.80 57.22
m3 kg m2 m3
Rp. Rp. Rp. Rp.
939,746.00 15,168.10 195,500.00 177,759.00
Rp. Rp. Rp. Rp.
53,768,507.14 61,545,597.18 93,214,400.00 10,170,658.94
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
0.89 100.22 8.90 8.90 0.89
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
836,185.99 1,558,977.72 1,578,985.69 52,213.46 83,023.68
0.29 33.07 2.94 2.94
m3 kg m2 m2
Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00
Rp. Rp. Rp. Rp.
275,947.02 514,473.16 521,075.93 17,230.80
VOLUME TAMBAH
5,550,000.00
1,162.34
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
18,080,235 -
2.13 190.91 190.91 2.13
2,005,842.73 33,877,616.79 1,120,255.70 379,418.05
300.00 2.82 891.06 31.96 31.96 2.82 3.88 1,108.56 35.32 35.32 0.71 125.69 13.33 13.33 0.71 10.80 1,640.35 81.00 81.00 10.80 0.99 240.45 14.80 14.80 0.99 5.35 844.23 35.67 35.67 5.35 7.28 1,148.34 48.51 48.51 7.28 8.83 1,393.29 58.86 58.86 8.83 227.32 34,814.31 1,721.20 1,721.20 227.32
5,550,000.00 2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84 3,282,551.20 17,243,693.78 6,398,182.54 207,237.16 670,978.64 1,955,091.59 2,415,560.00 78,240.00 134,419.07 10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80 927,115.81 3,740,255.59 2,680,981.73 86,837.01 185,731.76 5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21 6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10 8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21 213,621,917.99 541,536,585.87 305,434,004.38 10,100,007.54 40,407,959.73
-
-
-
57.22 4,057.57 476.80 57.22 12.90 2,016.33 103.16 103.16 12.90 0.89 100.22 8.90 8.90 0.89 0.29 33.07 2.94 2.94
53,768,507.14 61,545,597.18 93,214,400.00 10,170,658.94 12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87 836,185.99 1,558,977.72 1,578,985.69 52,213.46 83,023.68 275,947.02 514,473.16 521,075.93 17,230.80 134
NO
MACAM PEKERJAAN
Stutwerk 39 Beton jalan ramp depan pintu masuk, tebal 10 cm Beton mutu K300 slum + 12 Besi beton 40 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting
VOLUME
HARGA SAT
JUMLAH HARGA
0.29 m3
Rp.
93,306.00 Rp.
27,398.37
8.32 m3 937.13 kg
Rp. Rp.
939,746.00 Rp. 15,555.00 Rp.
7,818,686.72 14,577,089.90
Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00
0.15 8.34 1.48 1.48
m3 kg m2 m2
Rp. Rp. Rp. Rp.
139,082.41 129,652.00 262,631.92 8,684.64
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN -
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
0.29 8.32 937.13 0.15 8.34 1.48 1.48
27,398.37 7,818,686.72 14,577,089.90 139,082.41 129,652.00 262,631.92 8,684.64
135
NO
MACAM PEKERJAAN
VOLUME
41 Beton plat penutup saluran air hujan keliling, tebal 10 cm Beton mutu K300 slum + 12 10.08 Besi beton 1,135.37 Bekesting 100.80 Bongkar begesting 100.80 J U M L A H .................... II III PEKERJAAN PONDASI BATU KALI
HARGA SAT m3 kg m2 m2
Rp. Rp. Rp. Rp.
1 Pasangan batu kali pondasi stall dinding 1pc : 5ps 85.65 m3 Rp. 2 Pasangan batu kali pondasi stall pada ramp lantai 1pc : 5ps 101.04 m3 Rp. 3 Pasangan batu kali pondasi stall pada trap lantai 1pc : 5ps 162.10 m3 Rp. J U M L A H .................... III JUMLAH ......................... B. LANTAI 1 ( I+II+III )
939,746.00 15,555.00 177,454.00 5,868.00
JUMLAH HARGA Rp. Rp. Rp. Rp. Rp.
9,472,639.68 17,660,705.08 17,887,363.20 591,494.40 5,715,380,400.01
700,280.00 Rp. 700,280.00 Rp. 700,280.00 Rp. Rp. Rp.
59,981,727.10 70,755,372.99 113,514,827.78 244,251,927.87 6,043,647,213.75
VOLUME TAMBAH
-
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
Err:509
-
1,338,450,473.93
10.08 1,135.37 100.80 100.80 Err:509
9,472,639.68 17,660,705.08 17,887,363.20 591,494.40 Err:509
-
-
1,338,450,473.93
85.65 101.04 162.10 348.79
59,981,727.10 70,755,372.99 113,514,827.78 244,251,927.87 Err:509
Err:509
136
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI T.A C. NO I
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
LANTAI 2 MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
PEKERJAAN BETON 1 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K1' (Hbeam 350) Plat Plandes tebal 12 mm Angkur Baut 22 mm 2 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton kolom K2' (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K2' (Hbeam 300) Plat Plandes tebal 12 mm Angkur Baut 22 mm 3 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 4 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Kolom K4 (Hbeam 400) Plat Plandes tebal 12 mm Angkur Baut 22 mm 5 Beton kolom praktis KP (110x110) 6 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting
82.39 16,326.52 507.00 507.00 82.39
1,296,896.47 128,766.95
81.01 22,401.77 538.20 538.20 81.01
76,126,427.11 348,459,504.72 95,505,742.80 3,158,157.60 7,558,481.13
53,275,875 2,844,217 5,265,000
-
-
3,425.00 98.96 90.00
53,275,875.00 2,844,217.18 5,265,000.00
11,042,379 -
2.60 14.60 14.60 2.60
2,443,339.60 2,590,828.40 85,672.80 242,595.60
10.40 3,722.60 90.40 90.40 10.40
9,773,358.40 57,905,109.20 16,041,841.60 530,467.20 970,382.40
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
2.60 930.65 22.60 22.60 2.60
2,443,340 14,476,277 4,010,460 132,617 242,596
-
-
2.60 930.65 22.60 22.60 2.60
2,443,339.60 14,476,277.30 4,010,460.40 132,616.80 242,595.60
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
940.00 19.73 28.00
14,621,700 566,963 1,638,000
-
-
940.00 19.73 28.00
14,621,700.00 566,962.96 1,638,000.00
567,853 18,778 -
(66.72) -
(1,037,840.54) -
14.00 3,262.10 196.00 196.00 14.00 20.00 2,558.53 83.20 83.20 20.00
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00 18,794,920.00 39,797,896.07 14,764,172.80 488,217.60 1,866,120.00
53,509,200 3,178,001 4,680,000
-
-
3,440.00 110.58 80.00
53,509,200.00 3,178,001.34 4,680,000.00
-
-
-
425.00 99.36 19,639.73 828.00 828.00
35,782,875.00 93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00
-
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08
1.38 1.38
m3 kg m2 m2 m3
13.00 3,012.71 105.00 105.00 13.00
Rp. Rp. Rp. Rp. Rp.
94,500,463 5,536,565 183,082 -
3,425.00 98.96 90.00
Rp. Rp. Rp. Rp. Rp.
12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00
14.00 3,262.10 196.00 196.00 14.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00
20.00 2,491.81 80.00 80.00 20.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00
- kg - kg - bh
Rp. Rp. Rp.
15,555.00 28,740.00 58,500.00
425.00 m'
Rp.
99.36 19,639.73 828.00 828.00
m3 kg m2 m2
Rp. Rp. Rp. Rp.
709.89
-
3.20 3.20
3,440.00 110.58 80.00
84,195.00 Rp. 939,746.00 15,555.00 181,167.00 5,868.00
6,075.25 31.20 31.20
Rp. Rp. Rp. Rp.
35,782,875.00 93,373,162.56 305,496,071.42 150,006,276.00 4,858,704.00
137
NO
MACAM PEKERJAAN
Stutwerk 7 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Plat Plandes tebal 12 mm 9 Balok IWF HONEYCOMB 1050X300 10 Balok IWF HONEYCOMB 525X175 11 Balok IWF HONEYCOMB 450X150 12 Balok IWF HONEYCOMB 600X200 13 Angkur Baut 22 mm 14 Baut HTB dia. 19 mm lengkap dengan ring dan mur
VOLUME
HARGA SAT
99.36 m3
JUMLAH HARGA
Rp.
188,262.00 Rp.
18,705,712.32
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
99.32 22,241.31 1,042.84 1,042.84 99.32 350.00 5,920.00 1,587.20 3,853.50 8,392.42 250.00 300.00
m3 kg m2 m2 m3 kg kg kg kg kg bh bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 28,740.00 30,638.00 30,638.00 30,638.00 30,638.00 58,500.00 18,500.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
93,333,392.51 345,963,576.93 188,927,404.39 6,119,359.54 18,697,745.07 10,059,000.00 181,376,960.00 48,628,633.60 118,063,533.00 257,126,963.96 14,625,000.00 5,550,000.00
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN -
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
99.36 5.76 904.32 35.20 35.20 5.76 99.32 22,241.31 1,042.84 1,042.84 99.32 350.00 5,920.00 1,587.20 3,853.50 8,392.42 250.00 300.00
18,705,712.32 5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12 93,333,392.51 345,963,576.93 188,927,404.39 6,119,359.54 18,697,745.07 10,059,000.00 181,376,960.00 48,628,633.60 118,063,533.00 257,126,963.96 14,625,000.00 5,550,000.00
138
NO
MACAM PEKERJAAN
15 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 16 Beton balok lateu BL (110x110) Beton mutu K175 slum + 12 Besi beton Bekesting Bongkar begesting 17 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 20 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 21 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 22 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 23 Beton plat lantai, tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 24 Beton plat lantai, tebal 12 cm memakai floordex Beton mutu K300 slum + 12 Besi wermesh M 10 Bekesting floordex tebal 0,8 mm Stutwerk untuk floordex 25 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
VOLUME
HARGA SAT
JUMLAH HARGA
2.82 891.06 31.96 31.96 2.82
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84
4.15 1,183.98 37.72 37.72
m3 kg m2 m2
Rp. Rp. Rp. Rp.
844,970.00 15,555.00 181,167.00 5,868.00
Rp. Rp. Rp. Rp.
3,505,856.58 18,416,747.70 6,833,438.07 221,335.09
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
196.75 28,855.56 1,639.58 1,639.58 196.75
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
184,894,378.95 448,848,221.17 290,949,603.43 9,621,041.36 34,973,960.95
67.20 4,765.60 560.00 67.20
m3 kg m2 m3
Rp. Rp. Rp. Rp.
939,746.00 15,168.10 195,500.00 177,759.00
Rp. Rp. Rp. Rp.
63,150,931.20 72,285,097.36 109,480,000.00 11,945,404.80
12.90 2,016.33 103.16 103.16 12.90
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN -
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
2.82 891.06 31.96 31.96 2.82 4.15 1,183.98 37.72 37.72 0.71 125.69 9.52 9.52 0.71 10.80 1,640.35 81.00 81.00 10.80 1.58 383.90 23.63 23.63 1.58 5.35 844.23 35.67 35.67 5.35 7.28 1,148.34 48.51 48.51 7.28 8.83 1,393.29 58.86 58.86 8.83 196.75 28,855.56 1,639.58 1,639.58 196.75 67.20 4,765.60 560.00 67.20 12.90 2,016.33 103.16 103.16 12.90
2,650,083.72 13,860,514.51 5,790,097.32 187,541.28 530,898.84 3,505,856.58 18,416,747.70 6,833,438.07 221,335.09 670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07 10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80 1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24 5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21 6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10 8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21 184,894,378.95 448,848,221.17 290,949,603.43 9,621,041.36 34,973,960.95 63,150,931.20 72,285,097.36 109,480,000.00 11,945,404.80 12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
139
NO
MACAM PEKERJAAN
VOLUME
26 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 0.15 m3 Rp. Besi beton 8.34 kg Rp. Bekesting 1.48 m2 Rp. Bongkar begesting 1.48 m2 Rp. 27 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 0.58 m3 Rp. Besi beton 65.22 kg Rp. Bekesting 5.79 m2 Rp. Bongkar begesting 5.79 m2 Rp. Stutwerk 0.58 m3 Rp. 28 Beton plat meja ganti popok di ruang laktasi, tebal 10 cm Beton mutu K300 slum + 12 0.29 m3 Rp. Besi beton 33.07 kg Rp. Bekesting 2.94 m2 Rp. Bongkar begesting 2.94 m2 Rp. Stutwerk 0.29 m3 Rp. JUMLAH ......................... C. LANTAI 2 ( I )
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN
939,746.00 15,555.00 177,454.00 5,868.00
Rp. Rp. Rp. Rp.
139,082.41 129,652.00 262,631.92 8,684.64
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
544,112.93 1,014,439.31 1,027,458.66 33,975.72 54,024.17
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
275,947.02 514,473.16 521,075.93 17,230.80 27,398.37
-
Rp.
4,126,084,611.99
272,733,364.48
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
5,750,259.27
0.15 8.34 1.48 1.48 0.58 65.22 5.79 5.79 0.58 0.29 33.07 2.94 2.94 0.29
139,082.41 129,652.00 262,631.92 8,684.64 544,112.93 1,014,439.31 1,027,458.66 33,975.72 54,024.17 275,947.02 514,473.16 521,075.93 17,230.80 27,398.37 4,393,067,717.20
140
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI T.A D. NO I
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
LANTAI 3 MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
PEKERJAAN BETON 1 Beton kolom K1 (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 2 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 3 Beton kolom K3 (200x500) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 4 Beton kolom K4 (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 5 Beton kolom praktis KP (110x110) 6 Beton balok B1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 7 Beton balok B1' (400x900) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok B2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 9 Plat Plandes tebal 12 mm 10 Balok IWF HONEYCOMB 1050X300 11 Balok IWF HONEYCOMB 525X175 12 Balok IWF HONEYCOMB 450X150 13 Balok IWF HONEYCOMB 600x200 13 Angkur Baut 22 mm 14 Baut HTB dia. 19 mm lengkap dengan ring dan mur 15 Beton balok BK (300x700)
82.39 16,326.52 507.00 507.00 82.39
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08
13.00 3,012.71 105.00 105.00 13.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00
14.00 3,262.10 196.00 196.00 14.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00
20.00 2,491.81 80.00 80.00 20.00 425.00
m3 kg m2 m2 m3 m'
Rp. Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 84,195.00
Rp. Rp. Rp. Rp. Rp. Rp.
18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00 35,782,875.00
123.16 24,343.31 1,026.30 1,026.30 123.16
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
115,735,358.38 378,660,166.79 185,931,692.10 6,022,328.40 23,185,594.87
5.76 904.32 35.20 35.20 5.76
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12
123.06 27,558.68 1,292.15 1,292.15 123.06 350.00 5,920.00 1,929.60 1,701.00 9,410.15 250.00 300.00
m3 kg m2 m2 m3 kg kg kg kg kg bh bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00 28,740.00 30,638.00 30,638.00 30,638.00 30,638.00 58,500.00 18,500.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
115,647,210.20 428,675,326.45 234,095,500.67 7,582,354.39 23,167,935.90 10,059,000.00 181,376,960.00 59,119,084.80 52,115,238.00 288,308,175.70 14,625,000.00 5,550,000.00
-
-
-
82.39 16,326.52 507.00 507.00 82.39 13.00 3,012.71 105.00 105.00 13.00 14.00 3,262.10 196.00 196.00 14.00 20.00 2,491.81 80.00 80.00 20.00 425.00 123.16 24,343.31 1,026.30 1,026.30 123.16 5.76 904.32 35.20 35.20 5.76 123.06 27,558.68 1,292.15 1,292.15 123.06 350.00 5,920.00 1,929.60 1,701.00 9,410.15 250.00 300.00 -
77,423,323.58 253,959,041.93 89,969,178.00 2,975,076.00 7,687,248.08 12,216,698.00 46,862,730.50 18,632,670.00 616,140.00 1,212,978.00 13,156,444.00 50,741,933.74 34,780,984.00 1,150,128.00 1,306,284.00 18,794,920.00 38,760,055.53 14,196,320.00 469,440.00 1,866,120.00 35,782,875.00 115,735,358.38 378,660,166.79 185,931,692.10 6,022,328.40 23,185,594.87 5,412,936.96 14,066,736.67 6,377,078.40 206,553.60 1,084,389.12 115,647,210.20 428,675,326.45 234,095,500.67 7,582,354.39 23,167,935.90 10,059,000.00 181,376,960.00 59,119,084.80 52,115,238.00 288,308,175.70 14,625,000.00 5,550,000.00 141
NO
MACAM PEKERJAAN
Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 16 Beton balok Lisplank (150x450) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 17 Beton balok tangga BT (250x300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 18 Beton balok BL (110x110) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting 19 Beton balok lift 150x400 Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 19 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 20 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 21 Beton plat bordes tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 22 Beton anak tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 23 Beton plat tangga, tebal 15 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 24 Beton plat lantai + plat talang tebal 12 cm Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk Beton integral
VOLUME
HARGA SAT
JUMLAH HARGA
36.21 7,930.47 293.14 293.14 36.21
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
34,029,273.97 123,358,463.09 53,106,895.81 1,720,132.61 6,817,181.64
15.58 4,627.21 242.29 242.29 15.58
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
14,637,454.80 71,976,191.49 43,895,469.66 1,421,774.47 2,932,363.12
2.78 879.22 31.54 31.54 2.78
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
2,614,843.25 13,676,199.16 5,713,101.35 185,047.38 523,839.02
4.15 1,232.58 64.54 64.54
m3 kg m2 m2
Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00
Rp. Rp. Rp. Rp.
3,899,090.73 19,172,848.35 11,692,771.81 378,728.94
0.71 125.69 9.52 9.52 0.71
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
10.80 1,640.35 81.00 81.00 10.80
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80
1.58 383.90 23.63 23.63 1.58
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24
5.35 844.23 35.67 35.67 5.35
m3 kg m2 m2 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21
7.28 1,148.34 48.51 48.51 7.28
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10
8.83 1,393.29 58.86 58.86 8.83
m3 kg m2 m2 m3
939,746.00 15,555.00 167,989.00 5,868.00 177,759.00
Rp. Rp. Rp. Rp. Rp.
8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21
277.75 40,735.85 2,314.62 2,314.62 277.75 277.75
m3 kg m2 m2 m3 m3
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 78,548.00
Rp. Rp. Rp. Rp. Rp. Rp.
261,018,304.46 633,646,097.36 410,738,133.85 13,582,175.49 49,373,291.06 21,817,029.05
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN -
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
36.21 7,930.47 293.14 293.14 36.21 15.58 4,627.21 242.29 242.29 15.58 2.78 879.22 31.54 31.54 2.78 4.15 1,232.58 64.54 64.54 0.71 125.69 9.52 9.52 0.71 10.80 1,640.35 81.00 81.00 10.80 1.58 383.90 23.63 23.63 1.58 5.35 844.23 35.67 35.67 5.35 7.28 1,148.34 48.51 48.51 7.28 8.83 1,393.29 58.86 58.86 8.83 277.75 40,735.85 2,314.62 2,314.62 277.75 277.75
34,029,273.97 123,358,463.09 53,106,895.81 1,720,132.61 6,817,181.64 14,637,454.80 71,976,191.49 43,895,469.66 1,421,774.47 2,932,363.12 2,614,843.25 13,676,199.16 5,713,101.35 185,047.38 523,839.02 3,899,090.73 19,172,848.35 11,692,771.81 378,728.94 670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07 10,149,256.80 25,515,667.76 14,373,774.00 475,308.00 1,007,704.80 1,480,212.72 5,971,609.83 4,280,396.48 138,642.06 296,535.24 5,027,406.16 13,132,035.40 6,328,896.91 209,282.22 950,966.21 6,838,343.69 17,862,366.50 8,149,482.37 284,668.42 678,969.10 8,297,017.43 21,672,553.02 9,887,832.54 345,390.48 1,569,434.21 261,018,304.46 633,646,097.36 410,738,133.85 13,582,175.49 49,373,291.06 21,817,029.05 142
NO
MACAM PEKERJAAN
VOLUME
25 Beton plat lantai, tebal 12 cm memakai floordex Besi beton 82.10 m3 Rp. Besi wermesh M 10 5,822.20 kg Rp. Bekesting floordex tebal 0,8 mm 684.16 m2 Rp. Stutwerk untuk floordex 82.10 m3 Rp. 26 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 12.90 m3 Besi beton 2,016.33 kg Bekesting 103.16 m2 Bongkar begesting 103.16 m2 Stutwerk 12.90 m3 27 Beton plat bak tempat wudhlu, tebal 10 cm Beton mutu K300 slum + 12 0.15 m3 Besi beton 8.34 kg Bekesting 1.48 m2 Bongkar begesting 1.48 m2 28 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 0.76 m3 Besi beton 85.32 kg Bekesting 7.58 m2 Bongkar begesting 7.58 m2 Stutwerk 0.76 m3 J U M L A H .................... I JUMLAH ......................... D. LANTAI 3
HARGA SAT
JUMLAH HARGA
939,746.00 15,168.10 195,500.00 177,759.00
Rp. Rp. Rp. Rp.
77,152,394.80 88,311,736.09 133,753,280.00 14,593,871.69
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87
939,746.00 15,555.00 177,454.00 5,868.00
Rp. Rp. Rp. Rp.
139,082.41 129,652.00 262,631.92 8,684.64
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
711,880.15 1,327,223.01 1,344,256.64 44,451.51 70,681.53 5,232,091,232.27 5,232,091,232.27
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN -
KURANG ANGGARAN -
VOLUME MC TOTAL ANGGARAN MC 0 0 -
82.10 5,822.20 684.16 82.10 12.90 2,016.33 103.16 103.16 12.90 0.15 8.34 1.48 1.48 0.76 85.32 7.58 7.58 0.76
77,152,394.80 88,311,736.09 133,753,280.00 14,593,871.69 12,118,024.67 31,364,035.31 17,994,095.64 605,342.88 1,203,180.87 139,082.41 129,652.00 262,631.92 8,684.64 711,880.15 1,327,223.01 1,344,256.64 44,451.51 70,681.53 5,232,091,232.27 5,232,091,232.27
143
NO
MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
VOLUME TAMBAH
TAMBAH ANGGARAN
VOLUME KURANG
KURANG ANGGARAN
VOLUME MC TOTAL ANGGARAN MC 0 0
BILL OF QUANTITY INSTANSI PEKERJAAN LOKASI 0 E. NO I
: DINAS PEKERJAAN UMUM PERUMAHAN DAN KAWASAN PEMUKIMAN PEMERINTAH KABUPATEN SLEMAN : PEMBANGUNAN GEDUNG MPP SLEMAN : JL. PARASAMYA, TRIDADI, KABUPATEN SLEMAN : 2022
LANTAI 4 MACAM PEKERJAAN
VOLUME
HARGA SAT
JUMLAH HARGA
PEKERJAAN BETON 1 Beton kolom K1a (650x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 2 Beton kolom K2 (400x650) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 3 Beton kolom K4a (1000x1000) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 4 Beton kolom K5 (150X300) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 5 Beton kolom praktis KP (110x110) 6 Beton kolom sirip-sirip dinding (150x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 7 Beton balok sirip-sirip dinding (100x100) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 8 Beton balok ring RB1 (300x600) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk 9 Beton balok ring RB2 (250x400) Beton mutu K300 slum + 12 Besi beton Bekesting Bongkar begesting Stutwerk
20.28 3,425.08 124.80 124.80 20.28
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
19,058,048.88 53,277,167.03 22,146,259.20 732,326.40 1,892,245.68
2.08 482.03 16.80 16.80 2.08
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
1,954,671.68 7,498,036.88 2,981,227.20 98,582.40 194,076.48
16.00 1,696.57 64.00 64.00 16.00
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
15,035,936.00 26,390,130.47 11,357,056.00 375,552.00 1,492,896.00
1.08 251.65 15.12 15.12 1.08 292.00
m3 kg m2 m2 m3 m'
Rp. Rp. Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp. Rp. Rp.
1,014,925.68 3,914,377.75 2,683,104.48 88,724.16 100,770.48 24,584,940.00
8.64 1,312.28 64.80 64.80 8.64
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp. Rp.
8,119,405.44 20,412,534.21 11,499,019.20 380,246.40 806,163.84
2.09 508.21 31.28 31.28 2.09
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 84,195.00 939,746.00 15,555.00 177,454.00 5,868.00 93,306.00 939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
1,959,520.77 7,905,278.29 5,666,432.73 183,535.78 392,556.39
20.16 4,456.41 168.00 168.00 20.16
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
18,945,279.36 69,319,504.17 30,436,056.00 985,824.00 3,795,361.92
3.62 810.67 38.01 38.01 3.62
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
3,401,880.52 12,609,921.50 6,886,157.67 223,042.68 681,508.44
-
-
-
20.28 3,425.08 124.80 124.80 20.28 2.08 482.03 16.80 16.80 2.08 16.00 1,696.57 64.00 64.00 16.00 1.08 251.65 15.12 15.12 1.08 292.00 8.64 1,312.28 64.80 64.80 8.64 2.09 508.21 31.28 31.28 2.09 20.16 4,456.41 168.00 168.00 20.16 3.62 810.67 38.01 38.01 3.62
19,058,048.88 53,277,167.03 22,146,259.20 732,326.40 1,892,245.68 1,954,671.68 7,498,036.88 2,981,227.20 98,582.40 194,076.48 15,035,936.00 26,390,130.47 11,357,056.00 375,552.00 1,492,896.00 1,014,925.68 3,914,377.75 2,683,104.48 88,724.16 100,770.48 24,584,940.00 8,119,405.44 20,412,534.21 11,499,019.20 380,246.40 806,163.84 1,959,520.77 7,905,278.29 5,666,432.73 183,535.78 392,556.39 18,945,279.36 69,319,504.17 30,436,056.00 985,824.00 3,795,361.92 3,401,880.52 12,609,921.50 6,886,157.67 223,042.68 681,508.44
144
NO
MACAM PEKERJAAN
VOLUME
10 Beton balok ring RB3 (300x800) Beton mutu K300 slum + 12 6.72 Besi beton 2,164.68 Bekesting 53.20 Bongkar begesting 53.20 Stutwerk 6.72 11 Beton balok B1 (300X600) Beton mutu K300 slum + 12 8.09 Besi beton 1,598.40 Bekesting 67.39 Bongkar begesting 67.39 Stutwerk 8.09 12 Beton balok B2 (250X400) Beton mutu K300 slum + 12 1.13 Besi beton 253.05 Bekesting 11.87 Bongkar begesting 11.87 Stutwerk 1.13 13 Beton balok B3 (350X800) Beton mutu K300 slum + 12 4.48 Besi beton 1,250.27 Bekesting 31.20 Bongkar begesting 31.20 Stutwerk 4.48 14 Beton balok lift 150x400 Beton mutu K300 slum + 12 0.71 Besi beton 125.69 Bekesting 9.52 Bongkar begesting 9.52 Stutwerk 0.71 15 Beton plat dinding lift, tebal 25 cm Beton mutu K300 slum + 12 18.30 Besi beton 2,860.70 Bekesting 146.36 Bongkar begesting 146.36 Stutwerk 18.30 16 Beton plat meja wastafel, tebal 10 cm Beton mutu K300 slum + 12 1.02 Besi beton 114.89 Bekesting 10.20 Bongkar begesting 10.20 Stutwerk 1.02 17 Beton plat atap tebal 12 cm Beton mutu K300 slum + 12 41.30 Besi beton 6,057.13 Bekesting 344.17 Bongkar begesting 344.17 Stutwerk 41.30 18 Waterstop lebar 200 mm 142.60 19 Floor hardener 1,951.58 19 Lisplang GRC Pracetak lebar 45 cm, tebal 3 cm lengkap dengan 165.00 J U M L A H .................... I II PEKERJAAN RANGKA ATAP 1 Rangka atap Kuda-kuda Baja IWF 300x150x6,5x9 2 Kolom Baja IWF 300x150x6,5x9 3 Gording baja C 150x50x20x2,3 4 Nok dan jurei baja 2xC 150x50x20x2,3 5 Baja IWF C 150x50x20x2,3 penggantung plafon 5 Plat Plendes 6 Plat simpul 7 Penahan gording L. 60.60.6 8 Angkur dia. 19 mm 9 Mur baut HTB dia. 16 mm lengkap dengan Ring
18,749.59 1,526.72 8,364.26 1,171.37 1,309.44 2,249.95 1,450.00 650.00 165.00 265.00
HARGA SAT
JUMLAH HARGA
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
6,315,093.12 33,671,645.12 9,638,084.40 312,177.60 1,265,120.64
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
7,599,256.03 24,863,063.42 12,208,391.21 395,429.85 1,522,380.66
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
1,061,912.98 3,936,246.21 2,149,546.46 69,623.82 212,736.06
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
4,210,062.08 19,447,984.27 5,652,410.40 183,081.60 843,413.76
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 181,167.00 5,868.00 188,262.00
Rp. Rp. Rp. Rp. Rp.
670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 174,429.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
17,192,653.07 44,498,257.15 25,529,428.44 858,840.48 1,707,033.27
m3 kg m2 m2 m3
Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 93,306.00
Rp. Rp. Rp. Rp. Rp.
958,540.92 1,787,095.16 1,810,030.80 59,853.60 95,172.12
m3 kg m2 m2 m3 m' m2 m1
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
939,746.00 15,555.00 177,454.00 5,868.00 177,759.00 215,456.00 57,394.00 455,000.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
38,811,581.22 94,218,706.32 61,073,864.05 2,019,573.72 7,341,460.21 30,724,025.60 112,008,896.43 75,075,000.00 1,057,349,018.91
kg kg kg kg kg kg kg kg bh bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
30,638.00 30,638.00 30,638.00 30,638.00 30,638.00 28,740.00 28,740.00 30,638.00 42,500.00 14,550.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
574,449,926.16 46,775,647.36 256,264,080.23 35,888,519.85 40,118,622.72 64,663,584.61 41,673,000.00 19,914,700.00 7,012,500.00 3,855,750.00
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
-
-
-
1,309.44 -
-
40,118,622.72 -
VOLUME MC TOTAL ANGGARAN MC 0 0 6.72 2,164.68 53.20 53.20 6.72 8.09 1,598.40 67.39 67.39 8.09 1.13 253.05 11.87 11.87 1.13 4.48 1,250.27 31.20 31.20 4.48 0.71 125.69 9.52 9.52 0.71 18.30 2,860.70 146.36 146.36 18.30 1.02 114.89 10.20 10.20 1.02 41.30 6,057.13 344.17 344.17 41.30 142.60 1,951.58 165.00 18,749.59 1,526.72 8,364.26 1,171.37 2,249.95 1,450.00 650.00 165.00 265.00
6,315,093.12 33,671,645.12 9,638,084.40 312,177.60 1,265,120.64 7,599,256.03 24,863,063.42 12,208,391.21 395,429.85 1,522,380.66 1,061,912.98 3,936,246.21 2,149,546.46 69,623.82 212,736.06 4,210,062.08 19,447,984.27 5,652,410.40 183,081.60 843,413.76 670,978.64 1,955,091.59 1,724,709.84 55,863.36 134,419.07 17,192,653.07 44,498,257.15 25,529,428.44 858,840.48 1,707,033.27 958,540.92 1,787,095.16 1,810,030.80 59,853.60 95,172.12 38,811,581.22 94,218,706.32 61,073,864.05 2,019,573.72 7,341,460.21 30,724,025.60 112,008,896.43 75,075,000.00 1,057,349,018.91 574,449,926.16 46,775,647.36 256,264,080.23 35,888,519.85 64,663,584.61 41,673,000.00 19,914,700.00 7,012,500.00 3,855,750.00 145
NO
MACAM PEKERJAAN
VOLUME
10 Treakcstang besi dia 12 mm 447.23 11 Sagrood besi dia 12 mm 986.75 12 Besi diameter 10 penggantung plafond 291.35 13 Usuk baja ringan profil ( 75x35, tebal 0.75mm jarak 100 ) dan 1,597.32 reng baja ringan profil ( 30x45x40x15 mm, tebal 0.6 mm ) 14 Lisplank GRC 2x20/200 152.00 J U M L A H .................... II III PEKERJAAN FINISHING ATAP
HARGA SAT kg kg kg m2
Rp. Rp. Rp. Rp.
m1
Rp.
1 Atap genteng keramik Glazure 1,597.32 m2 Rp. 2 Bubungan genteng keramik Glazure + cat genteng 86.64 m' Rp. 3 Galvalum flet tebal 0.3 mm 1,597.32 m2 Rp. 4 Peredam Panas Thermal Insulation tebal 8 mm bawah atap 1,597.32 m2 Rp. 5 Badongan hiasan pada atap 7.00 unit Rp. J U M L A H .................... III JUMLAH ......................... D. LANTAI 3 ( I+II+III )
15,555.50 15,555.50 15,555.50 168,625.00
JUMLAH HARGA Rp. Rp. Rp. Rp.
67,909.00 Rp. Rp.
122,652.00 109,416.00 55,967.00 98,180.00 425,000.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
6,956,908.91 15,349,370.46 4,532,113.28 269,348,085.00 10,322,168.00 1,397,124,976.59
195,914,492.64 9,479,802.24 89,397,208.44 156,824,877.60 2,975,000.00 454,591,380.92 2,909,065,376.42
VOLUME TAMBAH
VOLUME KURANG
TAMBAH ANGGARAN
KURANG ANGGARAN
-
-
-
798.66 -
-
-
40,118,622.72 78,412,438.80 78,412,438.80 118,531,061.52
VOLUME MC TOTAL ANGGARAN MC 0 0 447.23 986.75 291.35 1,597.32 152.00 1,597.32 86.64 1,597.32 798.66 7.00
6,956,908.91 15,349,370.46 4,532,113.28 269,348,085.00 10,322,168.00 1,357,006,353.87 195,914,492.64 9,479,802.24 89,397,208.44 78,412,438.80 2,975,000.00 376,178,942.12 2,790,534,314.90
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