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PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS
NO.
DESCRIPTION
1
2
TOTAL PRICE (IDR) 3
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II 1
Bill No 1 : Switchyard
2
Bill No 2 : GIS Building 150 kV
3
Bill No 3 : Miscellaneous
4
Bill No 4 : Security Post
Total Price Schedule 1 for Civil work
11,957,715,959 7,704,535,318
258,253,582
19,920,504,859
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 1 : SWITCHYARD FOR CIVIL WORKS PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
1
2
3
4
I
PREPARATORY WORK
1
Mobilization & Demobilization
2
Plank name project
3
Bouwplank
4
Fence security of project 2 m high
5
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH) 5
TOTAL PRICE LOCAL (RUPIAH) 6=4x5
ls
1.00
64,000,000
64,000,000
unit
1.00
1,439,097
1,439,097
m'
440.20
123,270
54,263,519
m'
296.27
511,680
151,595,412
Site office ( 4m x 6 m )
m2
24.00
2,767,249
66,413,978
6
Site storage ( 4 m x 15 m )
m
60.00
2,767,249
166,034,945
7
Soil and Geotechnical Investigation : a. DCPT (Sondir)
unit
3.00
2,560,000
7,680,000
b. Boring
unit
2.00
25,600,000
51,200,000
c. Test Lab and Report
Sets
5.00
640,000
3,200,000
2
TOTAL I II
GENERAL EARTHWORKS AND SITE WORKS
1
Earthworks:
2
565,826,950
a. Site Clearing
m2
b. Common Excavation
m3
-
c. Soil Disposal
3
m
-
d. Backfill filling with selected material
m3
-
m3
2,500.00
Embankment Construction : a. Construction of common fill embankment with selected
163,555
408,886,883
material from import fill (compaction in layer of 20 cm) b. Test Sand Cone (per-layer of 20 cm)
ttk
15.00
640,000
9,600,000 -
3
Concrete works (slope stability):
-
a. Retaining wall (stone masonry)
3
m
350.00
b. Gabion
m3
-
-
c. Sodding (gebalan rumput)
m3
-
-
d. Concrete frame (concrete f'c = 14,5 MPa (K 175),
m
-
-
3
1,337,509
468,128,178
Fe: 150 kg/m3; BJTD-35, formwork) 4
5
-
Road works (new): a. Prepare compacted subgrade
m2
1,400.00
64,351
90,091,255
b. Base structure
2
m
1,400.00
106,363
148,907,950
c. 50 mm Asphalt hot mix
m2
1,400.00
72,644
101,701,383
d. 50 mm Asphalt penetration
m2
1,400.00
156,578
m' m'
151.00 300.00
94,675 124,005
219,209,679 14,295,945 37,201,568 -
Kerbing & Edging (Concrete f'c = 14,5 MPa (K 175)): a. Precast Concrete Kerbs for switchyard (10 x 20 x 60 cm) b. Precast Concrete Kerbs for road (25 x 30 x 50 cm)
Date : GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 1 : SWITCHYARD FOR CIVIL WORKS PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
1
2
3
4
6
Fence complete with barbed wire,accessories and foundation a. BRC Fence 1.50 m height b. BRC Fence 1.90 m height
8 9
11
83,113,127
1,484,163
m'
670.00
4,772,813
unit
5.00
3,158,876
unit
1.00
5,719,304
unit
-
m2
-
m2
500.00
b. Sand layer below gravel (compacted sand); thickness = 5 cm
3
m
-
U- Ditch cable trench for 150 kV (f'c = 31,2 MPa (K 350)) include cover, galvanized L 50.50.5 and PVC pipe) a. Type 1 (large, 100 x 100 x 120 cm ) b. Type 2 (medium, 60 x 60 x 120 cm ) c. Type 3 (small, 40 x 40 x 120 cm ) d. Type 4 Box Culvert (crossing road, 100 x 100 x 100 cm LD)
m' m' m' m'
106.00 35.00 30.00 20.00
1,234,569 842,011 412,791 1,461,112
a. Open Drainage (stone masonry)= 40 x 70 cm2
m'
300.00
1,050,299
315,089,635
b. Open Drainage (brick) 30 x 40 cm c. Sub soil Drainage dia 30 cm including gravel & Palm fibre
m' m'
90.00 112.00
540,401 477,800
48,636,109 53,513,596
d. Control Box (Brick 60x60 cm2 ) height = 70 cm with cover
unit
30.00
1,065,574
31,967,234 -
m3 m m
30.00
203,633
6,109,002 -
Gate complete with pole, accessories and foundation a. Single gate BRC 1.90 m height, 1.1 m width b. Sliding gate BRC 1.50 m height, 6.3 m width (include column brick) c. Double gate BRC 1.90 m height, 3,30 m width Landscaping Gravelling :
46,708
TOTAL II III
FOUNDATION FOR 150 kV
1 2 3 4 5 6 7 8 9 10 11 12
Surge Arrester Carrent Transformer Line Trap Post For Gantries TW1 Power Transformer 60 MVA Fire Wall Marshalling Kiosk Neutral Grounding Resistors (NGR) Support 20 kV Outdoor Cable Sealing end Oil Pit ( Cap 30 m3 ) Service transformers (include roofing and fence BRC 1.2 m) TOTAL III
Unit Unit Unit Unit Set Unit Unit Unit Unit Unit Unit Set
5,719,304 -
23,354,241 -
Station earthing system: a. Excavation and backfill b. 100 mm diameter asbestos cement pipe ducts c. PVC flexible pipe
3,197,784,560 15,794,382
-
Drainage switchyard : 2
12
(RUPIAH) 6=4x5
56.00
a. Gravel (dia 3 - 5 cm); thickness = 20 cm
10
TOTAL PRICE LOCAL
m' m'
c. Fence brick wall 2.40 m height (lower part) & barbed wire 0.60 m height (upper part) 7
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH) 5
4.00 5.00
73,107,710 -
4.00 4.00
6,097,850
1.00 2.00
-
130,864,317 29,470,386 12,383,727 29,222,237 -
5,481,044,699 292,430,838 24,391,399 316,822,237
Date : GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 1 : SWITCHYARD FOR CIVIL WORKS PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
3
4
1 V
2 SITE AND ROAD LIGHTING
1
Mercury Vapour Flouresent light 1 x 250 W complete with lighting column 9 m high, fuse box, grounding system and installation of cable conduit and wiring and all accessories and foundation of column (each 15 m length)
NO
Mercury Vapour Flouresent light 1 x 250 W complete with support, fuse box, grounding system and installation of cable conduit and wiring and all accessories for Switchyard
NO
Mercury Vapour Flouresent light 1 x 80 W complete with lighting column 2 m high, fuse box, grounding system and installation of cable conduit and wiring and all accessories and foundation of column
NO
Lighting panel outdoor complete with foto cell switch fuse, mcb, grounding system indicator wiring and all accessories (foto cell) and foundation of panel
Set
2
3
4
TOTAL V
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH) 5
TOTAL PRICE LOCAL (RUPIAH) 6=4x5 --
5.00 9,908,244.00
49,541,220-
4,229,932.00
12,689,796-
7,686,068.00
38,430,340-
6,158,009.00
12,316,018
3.00
5.00
2.00 112,977,374 11,957,715,959
TOTAL PRICE SIPIL SWITCHYARD (I+II+III+IV+V)
Date : GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 2 : CONTROL BUILDING 150 KV
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE LOCAL
2
3
4
5
6=4X5
1 CONTROL BUILDING FOR 150 KV I 1 2 3 4 5
EARTHWORKS Excavation work Backfill filling with selected material Soil Disposal Sand layer ( compacted sand ) Import Filling with selected Material
II
CONCRETE REINFORCEMENT AND INSTALATION WORK
1
m3 m3 m3 m3 m3
1,495.50 279.29 1,216.21 10.56 -
127,659 163,555 45,495 363,941
Lean concrete f'c = 7.4 MPa (K-100) (for foundation and plain thickness 5 cm)
m3
5.28
932,934
2
Foundation work (concrete f'c = 26.4 MPa (K 300), Fe : 150 kg/m3, Formwork)
3
m
55.44
4,521,232
3
Sloof work ( concrete f'c = 26.4 MPa (K 300), Fe : 250 kg/m3, Formwork)
m3
25.04
6,540,916
4
Column work ( concrete f'c = 26.4 MPa (K 300), Fe : 350 kg/m3, Formwork )
m3
125.49
8,560,600
5
Beam work (concrete f'c = 26.4 MPa (K 300), Fe : 300 kg/m3, Formwork)
m3
74.10
7,550,758
6
Basement wall work (concrete f'c = 26.4 MPa (K 300), Fe : 200 kg/m3, Formwork)
m3
52.80
5,531,074
7
Roof work (concrete f'c = 26.4 MPa (K 300), Fe : 150 kg/m3, Formwork )
m3
66.88
4,521,232
8
Cannopy work ( concrete f'c = 26.4 MPa (K 300), Fe : 125 kg/m3, Formwork )
m3
5.60
4,016,310
9
Slab floor work (concrete f'c = 26.4 MPa (K 300), Fe : 150 kg/m3, Formwork)
m3
273.47
4,521,232
m3
11.70
4,016,310
m3
7.87
3,811,602
m m2 m2 m2 m2 m2 m3
1,856.51 72.00 3,713.02 190.00 3,903.02 121.60
147,776 156,698 84,825 89,180 50,251 1,039,640
kg kg kg m2 m'
-
m2
-
m m2
481.44 481.44
10 Stair work ( concrete f'c = 26.4 MPa (K 300), Fe : 125 kg/m3, Formwork ) 11 12 13 14 15 16 17 18 III 1 2 3 4 5 6 7 8
Column, sloof and beam practical work (concrete f'c = 14,5 MPa (K 175), Fe :120 kg/m3, Formwork) Stone masonry ad 1 pc : 3 sand A half brick wall ad 1 pc : 4 sand A half brick wall ad 1 pc : 2 sand Plaster ad 1 pc : 4 sand Plaster ad 1 pc : 2 sand Acian Concrete f'c = 7.4 MPa (K-100), slump (12±2) (rabat) ROOF AND CELLING WORK Steel trusses complete with welding or bolting and steel painting Purlin complete with plat simpul and steel painting Wind bracing and tie rod Klip-lock Hi-Ten metal sheet complete with accessories Nok standard Hi-Ten Thermal Insulation Glasswool t=10 cm, aluminium foil (single sided) with 2 (two) layer and roof-mesh Ceilling Gypsum board 1200 x 2400 x 9 mm Ceilling Frame (Hollow steel 40x40x2 mm)
3
2
66,162 204,654
(RUPIAH)
190,913,941.18 45,678,879.90 55,331,006.46 3,843,213.50 4,925,889.61 250,657,079.69 163,784,536.95 1,074,252,626.53 559,496,082.60 292,040,696.86 302,389,011.62 22,491,338.76 1,236,398,598.46 46,990,832.76 30,004,933.71 274,347,752.46 11,282,232.27 314,955,941.26 16,944,163.52 196,130,439.45 126,420,201.01 31,852,973.20 98,528,699.10
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 2 : CONTROL BUILDING 150 KV
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
1 9 List profil gypsum 10 Listplank super sheet (GRC)
DESCRIPTION
UNIT
QTY
2
3 m' m'
4 529.00 -
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
5 44,816
11 PVC pipe vertical dia 3 inc (include bends, tees, albows, reducers, adaptors, roof drain) 12 Aluminium flashing t=0.50 mm including filler in both side 13 Steel angle include welding or bolting 14 Water proofing membran type t= 3 mm and mortar screed
m'
512.00
184,842
m' kg m2
590.00
50,813
IV DOOR AND WINDOWS WORK 1 Glass door complete with aluminium frame and accessories: - Type P1 (double door) 2100 x 2700 mm - Type P4 (double door) 1775 x 2100 mm - Type P6 (Single door) 800 x 2100 mm - Type P2 (Single door) 1000 x 2100 mm - Type P5 (Single door) 800 x 2100 mm - Type P7 (Single door & 12 fixed windows) 2100 x 9900 mm
unit unit unit unit unit unit
2.00 1.00 4.00 8.00 2.00 1.00
1,511,597 1,360,438 879,787 1,231,701 1,143,723 6,158,506
Glass windows & ventilation complete with aluminium frame and accessories: - Type V1 (4 fixed ) 3650 x 1500 mm - Type V2 (5 fixed ) 4800 x 1500 mm - Type V3 (19 fixed ) 9500 x 1000 mm - Type V4 (2 fixed ) 1775 x 700 mm - Type V5 (1 fixed) 475 x 700 mm - Type V6 (1 fixed) dia 1500 mm - Type J1 (3 fixed) 3300 x 1300 mm
unit unit unit unit unit unit unit
20.00 10.00 1.00 1.00 1.00 2.00 2.00
1,052,042 1,262,450 1,578,063 946,838 999,440 1,073,083 1,209,848
3
Steel folding door (P7) complete with frame, accessories and steel painting
unit
1.00
1,149,878
V
SANITARY AND PLUMBING WORK
2
Supply and fix the following including all jointing, materials for fixing and plugging and making good on competion sanitary appliances are to be of high quality 1 2 3 4 5 6 7 8
Bath basin complete Close-coupled with eco washer equal to merk TOTO complete Wash basin stainless steel equal to merk TOTO complete Lavatory basin equal to merk TOTO complete with spectacle Ceramic bowl urinal equal to merk TOTO complete Chromium plate toiled roll holder Chromium plate soap dish Chromium plated hat and coat hook
No No No No No No No No
2.00 2.00 1.00 2.00 2.00 2.00 2.00 2.00
1,999,879 4,081,358 3,955,000 932,337 3,906,253 522,366 254,238 251,012
9
Installation of water supply GIP medium pipe class SNI (include for all pipes, bends, tees, albows, reducers, adaptors, taps and connections to fittings, appliances, etc.)
ls
1.00
13,891,140
Installation of water waste pipe PVC dia 3 inc AW (include for all pipes, bends, 10 tees, albows, reducers, adaptors, metal grill and connections to fittings, appliances, etc.) 11
Water tank stainless steel 2 x1000 liter and pressure tank 100 liter and steel structures tower ( cap : 2 m3 ) and installation of pipe
TOTAL PRICE LOCAL (RUPIAH)
6=4X5 23,707,907.09 94,639,256.37 29,979,931.49 3,023,194.83 1,360,437.67 3,519,146.55 9,853,610.33 2,287,445.25 6,158,506.45 21,040,841.32 12,624,504.79 1,578,063.10 946,837.86 999,439.96 2,146,165.81 2,419,696.75 1,149,878.12 -
3,999,757.47 8,162,715.39 3,955,000.14 1,864,673.18 7,812,506.75 1,044,731.03 508,475.03 502,023.83
13,891,140.00 ls
1.00
18,568,547 18,568,546.56
unit
1.00
58,026,105 58,026,104.55
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 2 : CONTROL BUILDING 150 KV
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
1 2 12 Deepwell including submersible water pump 150 lt/m capacity and accessories Septictank cap 3 m3 included infiltrate cap 2 m3 complete with PVC, palm fibre and 13 sand stone 14 Open Drainage (brick) 30/40 cm2 for GIS building VI FLOOR AND WALL TILING All material floor and wall tiling must be of high quality 1 Granite floor tiles 600 x 600 mm (meeting, hall, terace room) 2 Non glazed ceramic floor tiles 400 x 400 mm (battery, AC/DC room) 3 Granite floor tiles 300 x 300 mm (toilet, kitchen) - anti-slip 4 Granite floor tiles 300 x 600 mm (stairs)- anti-slip 5 Granite wall tiles 400 x 400 mm (toilet, kitchen) 6 Glazed plint tiles 100 x 400 mm 7 Granite plint tile 100 x 600 mm 8 Stepnosing 100 x 400 mm (stairs, terrace) 9 Natural stone (terace) 10 Metal raised floor 50 mm thick, including vinil finishing (control, SAS) 11 Floor hardener finished 12 Expansion joint and sealing
UNIT
QTY
3 set
4
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
1.00
5 229,120,000
1.00
15,350,888
m'
130.00
540,401
m2 m2 m2 m2 m2 m' m' m' m2 m2 m2 m
161.75 77.45 16.00 76.72 36.75 38.94 86.00 159.00 195.27 409.60 -
315,636 188,640 297,127 316,974 238,507 204,905 669,453 191,222
m2
143.10
88,141
2
m
3,406.86
35,570
m2
1,122.00
35,703
No set set No No set No No
21.00 21.00 3.00 18.00 21.00
552,093
m' kg m' set m' kg
70.00 1,080.00 500.00 1.00 30.00 500.00
1,350,542 28,775 797,417 9,150,174 1,235,342 49,262
unit
1,009,372 121,629
VII PAINTING WORK 1 2 3 4
Apply two coasts red lead primer, one coat alkyd based undercoat and one coats alkyd gloss paint on metal works Prepare and apply one coat alkali resistant primer and three coats vinyl acrylic emulsion (interior & celling) Prepared and apply two coats alkali resistant primer and three coats exterior grade weathershield Prepare as speciffied and apply two coats epoxy based coloured floor paint
VIII FINISHING WORK All material finishing work must be of high quality 1 Door closer 2 Hinge for window (1 set= 2 pcs) 3 Hinge for door (1 set= 3 pcs) 4 Grendel for window (1 set= 2 pcs) 5 Grendel for door double swing 6 Wind hook of window (1 set = 2 pcs) 7 Door lock 8 Door Holder (1 set= 2 pcs) IX METAL WORKS Rates for steel and metal works to included for all neccesary, bolts, welded, connections , apliances, etc. 1 Handrail of stainless steel pipe ø 2" 2 Plat bordes/ checker plate t= 6 mm complete with steel painting 3 Cable Rack thickness 2 mm 4 Emergency spiral staircase of stainless steel include foundation 5 Stainless steel of fence 6 Steel angle include welding or bolting
m
2
187,987 162,335 740,253 740,253
TOTAL PRICE LOCAL (RUPIAH)
6=4X5 229,120,000.00 15,350,887.68 70,252,157.16 51,053,138.87 14,610,915.79 4,754,038.51 24,318,243.75 8,765,116.79 7,979,018.03 57,572,917.79 30,404,336.97 197,101,116.05 49,819,010.73 12,612,989.02 121,181,489.96 40,058,729.31 11,593,955.39 3,947,735.79 487,005.93 13,324,556.04 15,545,315.39 94,537,965.94 31,076,534.48 398,708,508.16 9,150,173.97 37,060,271.12 24,631,185.28 -
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 2 : CONTROL BUILDING 150 KV
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE LOCAL
1 X 1
2
3
4
5
6=4X5
2
3
4
5
CABLE DUCT Concrete cable duct ( f'c = 14,5 MPa (K 175); Fe : 100 kg /m3 ) included galvanized cable tray steel anggle 50.50.5 and plate bordes 6 mm for type cable duct I
(RUPIAH)
m
-
--
Concrete cable duct ( f'c = 14,5 MPa (K 175); Fe : 100 kg /m3 ) included galvanized cable tray steel anggle 50.50.5 and plate bordes 6 mm for type cable duct II
m
-
--
Concrete cable duct ( f'c = 14,5 MPa (K 175); Fe : 100 kg /m3 ) included galvanized cable tray steel anggle 50.50.5 and plate bordes 6 mm for type cable duct III
m
-
--
Concrete cable duct ( f'c = 14,5 MPa (K 175); Fe : 100 kg /m3 ) included galvanized cable tray steel anggle 50.50.5 and plate bordes 6 mm for type cable duct IV
m
-
--
Concrete cable duct ( f'c = 14,5 MPa (K 175); Fe : 100 kg /m3 ) included galvanized cable tray steel anggle 50.50.5 and plate bordes 6 mm for type cable duct V
m
-
No No No No No ls No No No No No No
6.00 2.00 5.00 4.00 2.00 1.00 180.00 180.00 56.00 72.00 24.00 26.00
12,620,571 7,294,881 693,379 573,699 3,072,000 6,400,000 594,354 78,720 594,354 179,200 448,000 253,369 320,000
Lot
1.00
15,542,695
-
XI INSTALATION OF ELECTRICAL AND MECANICAL WORK Installation of electric lighting to included for all neccesary (cabling plugs, fittings, lights, exhaust fans, air conditioning, etc.) 1 AC split 2PK 2 AC split 1 PK 3 Exhaus fan wall 60 W/220 Volt (16") industrial 4 Exhaus fan ceiling 40 W/220 Volt (10") very low noice 5 Panel Box MCB complete with R.S.T lamp indicator and contactor grounding 6 Price for capacity electrical 7 Downlight inculding fitting spotlight installation wiring and switch 8 Lampu LED 9 Watt 9 Lighting hanger including fitting spotlight installation wiring , switch and Led 2x10 10 Emergency lighting including wiring and lamp 30 Watt 11 Spotlight including installation wiring, switch and LED 30 Watt 12 Stop contact XII LIGHTNING PROTECTION 1
Arder/ground rod included pipa and cable BC 25 mm2 and all accessories clamps steel plate, material support and pole, grounding system for controle building
15,542,694.57 -
XIII FIRE ALARM
1 2 3 4
Rates for fire alarm works to included for all neccesary - cable enclosed in steel conduit above ceiling level, including junction boxes, bends, clamps and the like and complete with all fittings and accessories Alarm bell 6'' ( 150 mm ) diameter to approval surface mounted in Lobby Smoke detector Fixed and rate of rice temperature detector MCFA ( Master control fire alarm ) included indication lamp, battery rectifier and all accessories
XIV FIRE FIGHTING EQUIPMENT
75,723,424.82 14,589,762.41 3,466,892.86 2,294,794.29 6,144,000.00 6,400,000.00 106,983,717.12 14,169,600.00 33,283,823.10 12,902,400.00 10,752,000.00 6,587,581.31 -
No No No
3.00 42.00 20.00
179,200 448,000 1,408,000
No
1.00
2,304,000
537,600.00 18,816,000.00 28,160,000.00 2,304,000.00 -
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 2 : CONTROL BUILDING 150 KV
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
1 1 2 3 4
5
DESCRIPTION
UNIT
2 3 Portable fire extinghuister type dry chemical ( 5 kg hallon ) No Mobile unit powder fire extinghuister ( 50 kg hallon ) No Portable type 6 kg CO2 c/w wall bracket No Hydrant and accessories included installation of pipe Lot - Fortable Pump for Fire Hidrant complete = 1 unit - Hydrant Box Type C (Out Door) = 3 unit - Gate valve dia 2 1/2" kitz + Control box ( for Pipa Distribusi Hidrant ) = 3 pieces Underground Water tank (cap : 100 m3) and jet pump included installation of pipe
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
4
5 4.00 2.00 5.00 1.00
640,000 29,440,000 1,920,000 4,262,298
Lot
1.00
10,064,367
XV SUNDRIES 1
Flagpole Stainless Steel ø 3" with acc + Foundation
No
-
2
Name plate "GIS 150 kV XXX" work complete with stainless steel pipe ø 2", stainless steel plate 1.2 mm, PLN's logo & block letter and foundation of column Key box
No
-
No
1.00
3
TOTAL PRICE GIS BUILDING FOR 150 KV
61,440
TOTAL PRICE LOCAL (RUPIAH)
6=4X5 2,560,000.00 58,880,000.00 9,600,000.00 4,262,297.93 10,064,367.48 -
61,440.00
7,704,535,318
Date : Name of Bidder
:
Signature of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO 3 : MISCELLANEOUS WORKS PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II NO
DESCRIPTION
UNIT
QTY
1
2
3
4
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH) 5
TOTAL PRICE LOCAL (RUPIAH) 6=4x5
1 Concrete Work 1.1 Concrete f'c = 14,5 MPa (K 175)
m3
1.2 Concrete f'c = 26.4 MPa (K 300)
m
1.3 Concrete f'c = 19,3 MPa (K 225)
m3
2 Reinforcement Work 2.1 Reinforcement steel U 24/ BJTP - 24 2.2 Reinforcement steel U 32/ BJTD - 40
kg kg
-
3.1 Excavation of Soil
m3
-
3.2 Excavation of Rock
m
-
3
3 Excavation Work 3
4 Filling Work 4.1 Back Filling
m3
4.2 Import Filling
m
5 5.1 5.2 5.3
Steel Work Steel trusses comply with connection Wind Bracing and Tic Rod Steel Structure for Gantry
kg kg ton
6 6.1 6.2 6.3
Piling Driven Pile 20 x 20 cm Driven Pile 30 x 30 cm Wooden Pile dia 8- 10 cm
m' m' m'
-
3
TOTAL MISCELLANEOUS
-
Date : Name of Bidder :
GIS 150 KV SENAYAN BARU II
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO. 4 : SECURITY POST
NO.
A.
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE LOCAL (RUPIAH)
EARTHWORK 1 Excavation work
m3
19.20
127,659
2 Backfill filling with selected material
m3
14.70
75,974
1,116,824.62
3 Sand layer ( compacted sand )
m3
52.00
363,941
18,924,914.94
4 Import Filling with selected Material
m3
3.60
163,555
588,797.11
2,451,051.60
B.
CONCRETE REINFORCEMENT AND INSTALATION WORK
-
1 Stone masonry ad 1 : 3
m3
2 A half brick wall ad 1 pc : 4 sand 3 Plaster ad 1 pc : 4 sand
9.60
1,337,509
12,840,087.16
m2
84.00
147,776
12,413,189.91
m2
168.00
84,825
14,250,555.65
4 Plaster ad 1 pc : 2 sand
m2
32.00
89,180
2,853,753.86
5 Acian
m2
200.00
50,251
10,050,188.80
6 Sloof work f'c = 14,5 MPa (K 175) 15/20
m3
0.90
1,403,981
1,263,582.95
7 Column work f'c = 14,5 MPa (K 175) 15/15
m3
0.63
1,590,569
1,002,058.65
8 Ring balk work f'c = 14,5 MPa (K 175) 15/20
m3
0.90
1,403,981
1,263,582.95
9 Concrete for Table f'c = 14,5 MPa (K 175) (Meja Jaga)
m3
0.32
1,403,981
449,273.94
10 Steel work 120 kg /m3 concrete
kg
330.00
20,197
6,664,958.57
11 Concrete f'c = 7.4 MPa (K-100), slump (12±2) (selasar, carport, terrace) t=7cm
m3
2.40
1,039,640
2,495,135.55 -
C.
FLOOR AND WALL TILING
-
1 Glazed ceramic floor tiles 400 x 400 mm
m2
2 Non glazed ceramic floor tiles 200 x 200 mm (toilet) 3 Glazed ceramic wall tiles 200 x 250 mm (toilet, table) 4 Glazed ceramic plint tiles 100 x 400 mm
21.00
350,667
7,363,998.16
m2
3.00
239,307
717,919.74
m2
18.50
267,467
4,948,131.72
m'
30.00
204,905
6,147,163.35 -
D.
SANITARY AND PLUMBING WORK
-
Supply and fix the following including all jointing, materials for fixing and plugging and making good on competion sanitary appliances are to be of high quality
-
1 Wash basin complete
unit
1.00
3,955,000
3,955,000.14
2 Bath basin complete
unit
1.00
1,999,879
1,999,878.73
3 Squatting water closed complete
unit
1.00
4,081,358
4,081,357.70
Installation of water supply pipe PVC dia 1/2 inc and fittings (include for all pipes, 4 bends, tees, albows, reducers, adaptors, taps and connections to fittings, appliances, etc.)
ls
1.00
6,945,570
Installation of water waste pipe PVC dia 3 inc and fittings (include for all pipes, 5 bends, tees, albows, reducers, adaptors, metal grill and connections to fittings, appliances, etc.)
ls
1.00
9,284,273
6 Septictank cap 1.5 m3 included infiltrate cap 2 m3 complete with
ls
1.00
7,675,444
7,675,443.84
unit
2.00
1,065,574
2,131,148.97
6,945,570.00
9,284,273.28
palm fibre and sand stone 7 Control Box include cover
-
E.
DOOR AND WINDOWS WORK
-
1 Glass door complete with aluminium frame and accessories:
-
- Type P2 (Single door) 800 x 2100 mm
unit
1.00
879,787
879,786.64
- Type P1 (Single door) 1000 x 2100 mm
unit
2.00
1,143,723
2,287,445.25 -
2 Glass windows & ventilation complete with aluminium frame and accessories:
-
- Type J1 (2 hole ) 1250 x 1150 mm
unit
1.00
876,702
876,701.72
- Type V1 (1 fixed) 550 x 500 mm
unit
2.00
613,691
1,227,382.41 -
Name of Bidder : GIS 150 KV SENAYAN BARU II Signature :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II PRICE SCHEDULE 1 : CIVIL WORK, INSTALLATION AND OTHER SERVICES CIVIL WORKS BILL NO. 4 : SECURITY POST
NO.
F.
DESCRIPTION
UNIT
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
QTY
ROOF AND CELLING WORK
TOTAL PRICE LOCAL (RUPIAH) -
1 Atap Spandek Colorbond
m2
85.80
382,434
32,812,863.94
2 Nok Atap Spandek Colorbond
m'
10.00
304,524
3,045,243.01
3 Listplank super sheet (GRC)
m'
26.00
78,296
2,035,690.51
4 Talang Jurai Dalam Colorbond
m'
15.00
366,714
5,500,709.72
5 Rangka atap baja ringan
m2
55.00
539,295
29,661,226.85
6 Ceilling Gypsum board 1200 x 2400 x 9 mm
m2
44.00
66,162
2,911,122.51
7 Ceilling Frame (Hollow steel 40x40x2 mm)
m2
44.00
204,654
9,004,783.07
8 List profil gypsum
m'
50.00
44,816
2,240,822.98 -
G.
PAINTING WORK
-
Prepare and apply one coat alkali resistant primer and three coats vinyl acrylic 1 emulsion (wall & celling)
m2
Prepared and apply two coats alkali resistant primer and three coats exterior grade 2 weathershield
m2
165.00
35,570
-
5,869,024.80 -
H.
FINISHING WORK
-
All material finishing work must be of high quality
-
1 Hinge for door (1 set= 2 pcs)
Set
3.00
187,987
563,962.26
2 Hinge for window (1 set= 2 pcs)
Set
3.00
127,507
382,522.26
3 Door lock
No
3.00
740,253
2,220,759.34
4 Grendel for door double swing
No
-
5 Grendel for window (1 set= 2 pcs)
No
3.00
162,335
487,005.93
6 Wind hook of window (1 set = 2 pcs)
Set
3.00
51,455
154,365.93
-
I.
INSTALATION OF ELECTRICAL AND MECANICAL WORK
-
Installation of electric lighting to included for all neccesary (cabling plugs, fittings, lights, exhaust fans, air conditioning, etc.)
-
1 Indoor luminaires type flourescent fitting CDL E27 (1 x 8 W)
No
4.00
594,354
2,377,415.94
2 Indoor luminaires type flourescent fitting CDL E27 (1 x 23 W)
No
3 Price for capacity electrical
ls
2.00
594,354
1,188,707.97
1.00
3,840,000
4 Stop contact
3,840,000.00
No
2.00
294,400
588,800.00
5 Panel Box MCB
No
1.00
3,072,000
3,072,000.00
6 Exhaus fan ceiling 40 W/220 Volt (10") very low noice
No
2.00
573,699
1,147,397.15
TOTAL PRICE SECURITY POST
258,253,582.04
Name of Bidder : GIS 150 KV SENAYAN BARU II Signature :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear
Foundation 150 kV: Surge Arrester / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
7.78
-
2 Back Filling
m
3
5.08
-
3 Compacted sand t : 0.10 m
m3
0.48
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.24
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
1.97
-
6 Reinforced Concrete BJTD-35
kg
184.85
-
7 Formwork
m
2
6.36
-
8 PVC Ø 2" for earthing cable
m
0.67
-
9 PVC Ø 4" for cable trench
m
1.33
-
ls
4.00
-
10 Anchor bolt Ø 24 mm TOTAL
-
Foundation 150 kV: Current Voltage Transformer / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
11.35
-
2 Back Filling
m3
7.62
-
3 Compacted sand t : 0.10 m
m3
0.73
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
0.37
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
2.64
-
6 Reinforced Concrete BJTD-35
kg
243.49
-
7 Formwork
m2
6.96
-
8 PVC Ø 2" for earthing cable
m
0.67
-
9 PVC Ø 4" for cable trench
m
1.33
-
ls
4.00
-
10 Anchor bolt Ø 24 mm TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear
Foundation 150 kV: Line Trap / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
11.35
-
2 Back Filling
m
3
7.62
-
3 Compacted sand t : 0.10 m
m3
0.73
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.37
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
2.64
-
6 Reinforced Concrete BJTD-35
kg
243.49
-
7 Formwork
m
2
6.96
-
8 PVC Ø 2" for earthing cable
m
2.00
-
9 PVC Ø 4" for cable trench
m
4.00
-
ls
4.00
-
10 Anchor bolt Ø 24 mm TOTAL
-
Foundation 150 kV: Disconnecting /& Earthing Switches (DS/E) / set ( 1 set = 3 unit) NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
22.32
-
2 Back Filling
m
3
15.08
-
3 Compacted sand t : 0.10 m
m3
1.38
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
0.69
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
5.18
-
6 Reinforced Concrete BJTD-35
kg
626.12
-
7 Formwork
m
2
16.56
-
8 PVC Ø 2" for earthing cable
m
3.00
-
9 PVC Ø 4" for cable trench
m
6.00
-
ls
12.00
-
10 Anchor bolt Ø 24 mm
TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear
Foundation 150 kV: Current Transformer / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
11.35
-
-
2 Back Filling
m
3
7.62
-
-
3 Compacted sand t : 0.10 m
m3
0.73
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.37
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
2.64
-
-
6 Reinforced Concrete BJTD-35
kg
243.49
-
-
7 Formwork
m
2
6.96
-
-
8 PVC Ø 2" for earthing cable
m
0.67
-
-
9 PVC Ø 4" for cable trench
m
1.33
-
-
ls
4.00
-
-
10 Anchor bolt Ø 24 mm TOTAL
-
Foundation 150 kV: Circuit Breaker / set ( 1 set = 3 unit) NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
34.06
-
-
2 Back Filling
m3
22.85
-
-
3 Compacted sand t : 0.10 m
m3
2.19
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
1.10
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
7.93
-
-
6 Reinforced Concrete BJTD-35
kg
730.47
-
-
7 Formwork
m2
20.88
-
-
8 PVC Ø 2" for earthing cable
m
2.00
-
-
9 PVC Ø 4" for cable trench
m
4.00
-
-
ls
12.00
-
-
10 Anchor bolt Ø 36 mm TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear Foundation 150 kV: Post for Gantry TW1 / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
52.22
-
-
2 Back Filling
m3
37.28
-
-
3 Compacted sand t : 0.10 m
m3
2.30
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
1.15
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
11.63
-
-
6 Reinforced Concrete BJTD-35
kg
1332.11
-
-
7 Formwork
m
2
31.20
-
-
8 PVC Ø 2" for earthing cable
m
2.00
-
-
9 PVC Ø 4" for cable trench
m
4.00
-
-
ls
16.00
-
-
10 Anchor bolt Ø 36 mm
TOTAL
-
Foundation 150 kV: Post for Gantry TW2 / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
42.11
-
-
2 Back Filling
m
3
29.53
-
-
3 Compacted sand t : 0.10 m
m3
1.76
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.88
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
9.93
-
-
6 Reinforced Concrete BJTD-35
kg
1332.11
-
-
7 Formwork
m2
30.40
-
-
8 PVC Ø 2" for earthing cable
m
2.00
-
-
9 PVC Ø 4" for cable trench
m
4.00
-
-
ls
16.00
-
-
10 Anchor bolt Ø 36 mm
TOTAL Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
-
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear Foundation 150 kV: Power Transformer 60 MVA/ Set NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
103.58
-
-
2 Back Filling
m3
12.12
-
-
3 Compacted sand t : 0.10 m
m3
7.00
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
3.57
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
36.87
-
-
6 Reinforced Concrete BJTP-24
kg
2755.22
Reinforced Concrete BJTD-35
kg
2658.49
-
-
7 Formwork
m2
65.36
-
-
8 Grille Oil Pit
kg
1207.00
9 Steel Painting for grille oil pit
m2
27.15
-
10 Gravel (dia 3 - 5 cm); t = 10 cm
m2
20.05
-
11 PVC Ø 4" for open drainage
m
6.00
-
19,525
16,000
TOTAL
53,795,710
19,312,000
73,107,710
Foundation 150 kV: Fire Wall / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
31.50
-
-
2 Back Filling
m3
22.59
-
-
3 Compacted sand t : 0.10 m
m
3
1.53
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
1.53
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
5.85
-
-
6 Reinforced Concrete BJTD-35
kg
555.75
-
-
7 Stone masonry 1 PC : 3 Sand
m3
7.92
-
8 Brick 1pc : 4 ps
m
2
39.00
-
9 Plaster cement 1 pc : 4 ps thickness 10 mm
m2
78.00
-
TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear
Foundation 150 kV: Marshalling Kiosk / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
1.00
-
-
2 Back Filling
m
3
0.00
-
-
3 Compacted sand layer
m3
0.10
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.10
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
0.15
-
-
6 Reinforced Concrete BJTD-35
kg
17.00
-
-
7 Formwork
m
2
6.36
-
-
8 PVC Ø 2" for earthing cable
m
2.00
-
-
9 PVC Ø 4" for cable trench
m
4.00
-
-
ls
4.00
-
-
10 Anchor bolt Ø 24 mm
-
TOTAL
Foundation 150 kV: NGR ( NER) / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
16.95
-
-
2 Back Filling
m3
10.75
-
-
3 Compacted sand t : 0.10 m
m
3
0.83
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.83
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
2.05
-
-
6 Reinforced Concrete BJTD-35
kg
195.00
-
-
7 PVC Ø 2" for earthing cable
m
2.00
-
-
8 PVC Ø 4" for cable trench
m
4.00
-
-
TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear
Foundation 150 kV: Support 20 kV / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
3.52
-
-
2 Back Filling
m
3
1.70
-
-
3 Compacted sand layer
m3
0.29
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.14
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
1.44
-
-
6 Reinforced Concrete BJTD-35
kg
136.80
-
-
7 Anchor bolt Ø 24 mm
ls
4.00
-
-
TOTAL Foundation 150 kV: Post Insulator / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
7.78
-
-
2 Back Filling
m
3
5.08
-
-
3 Compacted sand t : 0.10 m
m3
0.48
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.24
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
1.97
-
-
6 Reinforced Concrete BJTD-35
kg
184.85
-
-
7 Formwork
m2
6.36
-
-
8 PVC Ø 2" for earthing cable
m
1.00
-
-
9 PVC Ø 4" for cable trench
m
2.00
-
-
ls
4.00
-
-
10 Anchor bolt Ø 24 mm TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear Foundation 150 kV: Cable Sealing End / unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
7.78
-
-
2 Back Filling
m
3
5.08
-
-
3 Compacted sand t : 0.10 m
m3
0.48
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.24
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
1.97
-
-
6 Reinforced Concrete BJTD-35
kg
184.85
-
-
7 Formwork
m2
6.36
-
-
8 PVC Ø 2" for earthing cable
m
1.00
-
-
9 PVC Ø 4" for cable trench
m
2.00
-
-
ls
4.00
-
-
10 Anchor bolt Ø 24 mm
TOTAL
-
Foundation 150 kV: New Oil Pit / Set ( Cap 30 m3 ) NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
52.80
-
-
2 Back Filling
m
3
19.91
-
-
3 Compacted sand t : 0.10 m
m3
1.93
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m3
0.96
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m
3
4.98
-
-
6 Reinforced Concrete BJTD-35
kg
547.80
-
-
7 Stone masonry 1 PC : 3 Sand
m
2
9.55
-
-
8 Brick 1pc : 2 ps
m3
32.00
-
-
9 Plaster cement 1 pc : 2 ps thickness 15 mm
m2
32.00
-
-
10 PVC Ø 2" for earthing cable
m
2.00
-
-
11 PVC Ø 4" for cable trench
m
4.00
-
TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
-
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear Foundation 150 kV: Service Transformers / Unit NO
DESCRIPTION
UNIT
QTY
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH)
1 Excavation of Soil
m3
3.24
-
-
2 Back Filling
m3
0.69
-
-
3 Compacted sand t : 0.10 m
m3
0.29
-
-
4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m
m
3
0.22
-
-
5 Concrete f'c = 26.4 MPa (K 300 )
m3
1.68
-
-
6 Reinforced Concrete BJTD-35
kg
160.00
-
-
7 Formwork
m
2
6.36
-
-
8 PVC Ø 2" for earthing cable
m
2.00
-
-
9 PVC Ø 4" for cable trench
m
4.00
ls
1.00
10 Roofing and Fence BRC 1.2 m height
-
-
TOTAL
-
Note: 1. Schedule 2 (only owner Reference) 2. Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear 3. Shall be installed in Bill No 1
Hydrant and accessories included installation of pipe and electrical / set NO
1 2 3 4 5 6
7 8 9 10
DESCRIPTION
Electric fire pump Jockey fire pump Diesel fire pump Panel control hydrant Hydrant Pillar Hydrant Box Out Door complete with - Hose dia 21/2" x 30 m - Hose rack - Nozle dia 21/2 Pipe BS Sch.40 Dia 4" complete fitting Gate valve dia 4" kitz Control box Pump House = 3 x 4 m2
UNIT
QTY
no no no set no no
1.00 1.00 1.00 1.00 4.00 4.00
m no no m2
240.00 4.00 4.00 12.00
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
TOTAL PRICE (RUPIAH) -
TOTAL
-
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
PEKERJAAN PEMBANGUNAN GIS 150 kV SENAYAN BARU II SCHEDULE NO.2 : Breakdown Price for Foundation and Steel Structure for 150 KV Switchgear Underground Water tank (cap : 100 m3) and jet pump included installation of pipe / set NO
DESCRIPTION
UNIT
QTY
Underground Water tank (cap : 100 m3) 1 Excavation of Soil 2 Back Filling 3 Compacted sand t : 0.10 m 4 Lean Concrete f'c = 7.4 MPa (K-100) t : 0.05 m 5 Concrete f'c = 26.4 MPa (K 300 ) 6 Reinforced Concrete BJTD-35 7 Formwork 8 PVC Ø 2" for ventilation 9 Ladder Ø 16 mm & painted
m3 m3 m3 m3 m3 kg m2 m kg
120.49 56.60 3.44 1.72 47.00 5169.56 182.00 5.00 20.00
Jet pump included installation of pipe 1 Jet pump capacity 32 liter/menit H=30 m 2 Instalasi pipe & valve dia. 1" (to water tank)
unit m'
1.00 50.00
TOTAL
UNIT PRICE LOCAL CURRENCY PORTION (RUPIAH)
-
-
1,198
TOTAL PRICE (RUPIAH)
59,920 59,920
NAME OF BIDDER : GIS 150 KV SENAYAN BARU II SIGNATURE OF BIDDER :
