cost estimate for water reticulation works

CE / 1

Summary of Cost Estimate

Item Description Quantity Unit Rate Amount (RM)

1 GENERAL AND PRELIMINARY

1.1 LS 3,000.00

1.2 LS 3,000.00

1.3 C.I.D.B. ‘s Requirements LS 2,500.00

1.4 LS 1,288.84

1.4a) LS 10,000.00

b) LS 2,000.00

1.5 10 month 2,000.00 20,000.00

1.6 10 month 2,000.00 20,000.00

1.7 10 month 500.00 5,000.00

1.9 10 month 350.00 3,500.00

1.10 LS 3,000.00

1.11 10 month 100.00 1,000.00

1.12 LS 1,500.00

1.13 LS 1,000.00

1.14 LS 2,500.00

SUB-TOTAL RM 79,288.84

Water Reticulation Works for The Proposed Kampung Jepak Resettlement Scheme, Phase II, Bintulu Division

Provide Performance Bond or Bank Guarantee in accordance with Form of Contract

Provide Insurance in accordance with Form of Contract

Provide Stamp Duty

Mobilization and Demobilization Mobilization of personnel, constructional plant and equipment.

Demobilization of personal, constructional plant and equipment.

Provide and maintain Contractor’s site office and site camp.

Provide and maintain S.O.'s site office including all furniture, equipment and fitting.

Provide and maintain site security including watching, lighting, guarding and other precautions for the Camp Site and S.O.’s premises.

Provide and maintain one (1) unit handphone for S.O.'s site staff.

Provide for testing by approved laboratory for carry out field tests and laboratory test as specified.

Provide and maintain one (1) set of First Aid facilities at site office.

Provide and maintain all necessary temporary road diversion or detour and maintain trafficability of existing tracks affected by construction works.

Provide necessary coordination for the relocation, protection and temporary diversion of public utility services.

Provide for work programme, progress report, testing report, QA/AC report and taking progress photographs of works as specified or as directed by S.O.

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Item Description Quantity Unit Rate Amount (RM)


BROUGHT FORWARD 79,288.84

1.15 LS 2,000.00

1.16 LS 2,000.00Total Cost For General and Preliminaries RM 83,288.84

Supply Contractor’s As-Built Drawings

Clearing up site on completion.

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Item Description Quantity Unit Rate

2 WATER RETICULATION SYSTEM

2.1 15,500 1.50

2.2 1,220 m 9.38

2.3 590 m 19.28

2.4 Ditto - 160mm O.D. HDPE Pipe 3,710 m 50.00

2.5 Ditto - 225mm O.D. HDPE Pipe 90 m 99.00

2.6 Supply, deliver and storage of 150mm D.I pipe. 230 m 135.00

2.7 Ditto - 200mm D.I. pipe 800 m 210.00

2.8 1,220 m 32.00

2.9 590 m 32.00

2.10 3,925 m 36.00

2.11 Ditto - 225mm O.D. diameter HDPE pipe (PN10) 90 m 37.00

2.12 230 m 48.00


Clear all bushes and shrubs and fell, remove and dispose of the site all trees, stumps and roots along the pipeline route as directed.

m2

Supply, deliver and storage of 63mm O.D. HDPE pipe (PN12.5).

Supply, deliver and storage of 90mm O.D. HDPE pipe (PN10).

Excavation of trench to average depth of 750mm, lay, join using electrofusion couplers, with G.I. pipe sleeving, backfill using material as specified, compact in 225mm per layer, disposal of surplus, reinstate of pavement for 63mm O.D. diameter HDPE pipe (PN12.5) complete with bends, tees, studs-end etc.

Excavation of trench to average depth of 750mm, lay, join using electrofusion couplers, with G.I. pipe sleeving, backfill using material as specified, compact in 225mm per layer, disposal of surplus, reinstate of pavement for 90mm O.D. diameter HDPE pipe (PN10) complete with bends, tees, stubs-end etc.

Excavation of trench to average depth of 1m, lay, join using electrofusion couplers, backfill using material as specified, disposal of surplus and compact in 300mm per layer for 160mm O.D. diameter HDPE pipe (PN10) complete with bends, tees, stubs-end etc.

Excavation of trench to average depth of 1m, lay, join, backfill using material as specified, compact in 300mm per layer, disposal of surplus and reinstate of pavement for 150mm diameter D.I. pipe at road crossing, complete with bends, tees, polyethylene sleeve etc.

CE / 3


Item Description Quantity Unit Rate


SUB-TOTAL RMBROUGHT FORWARD

2.13 850 m 48.00

2.14 18 No. 4,500.00

2.15 4 No. 6,000.00

2.16

a) 150mm diameter Sluice Valves 23 No. 1,500.00b) 200mm diameter Sluice Valves 8 No. 2,200.00c) Pillar Hydrants corresponding to all pipe sizes. 49 No. 2,500.00

d) Washout corresponding to all pipe sizes. 1 No. 1,900.00

2.17 18 No. 250.00

2.18 Ditto - 200mm diameter Ductile Iron Pipe. 4 No. 350.00

2.19 90 No. 350.00

2.20 160 No. 35.00

2.21 LS

Total Cost For Water Reticulation System RM

Excavation of trench to average depth of 1m, lay, join, backfill using material as specified, compact in 300mm per layer, disposal of surplus and reinstate of pavement for 200mm diameter D.I. pipe, complete with bends, tees, polyethylene sleeve etc.

Supply, deliver and install of 150mm diameter Ductile Iron pipe, polyethylene sleeve, bend, fittings etc to form up and down culvert and/or drain crossing as per drawing and specification.

Ditto - 200mm diameter Ductile Iron pipe, bend, fittings etc

Supply, deliver and installation of the following including reinforced concrete works, precast concrete chambers, surface box etc as per drawings and specification. (Piling measured separately)

Supply, deliver and installation of 25mm single air valve onto 150mm diameter Ductile Iron Pipe.

Construction and completion of R.C thrust blocks as per drawings and specification. (Piling measured separately)

Supply, deliver and installation of precast concrete marker posts including painting as per drawings and specification.

Testing and commissioning, flushing and chlorination in accordance with the specification, including coordination with personnels from LAKU and BOMBA to witness the testing. (Cost of supplying water for the above shall deemed to be inclusive).

CE / 3


Amount (RM)

23,250.00

11,443.60

11,375.20

185,500.00

8,910.00

31,050.00

168,000.00

39,040.00

18,880.00

141,300.00

3,330.00

11,040.00


CE / 3


Amount (RM)


653,118.80653,118.80

40,800.00

81,000.00

24,000.00

34,500.0017,600.00

122,500.00

1,900.00

4,500.00

1,400.00

31,500.00

5,600.00

2,000.00

1,020,418.80

CE / 5


Item Description Quantity Unit

3 PILING WORKS (PROVISIONAL QUANTITIES)

3.1 638 No. 15.00 9,570.00

3.2 3,445.2 m 3.00 10,335.60

3.3 319 no 18.00 5,742.00

3.4 319 no 1.50 478.50

Total Cost For Piling Works RM 26,126.10


Rate (RM)

Total (RM)

Supply, deliver, handle and pitch of 100mm dia. x 5.4m bakau pile, 638 Nos @ RM 15.00 per No.

Drive only 100mm dia. x 5.4m bakau piles using approved drop hammer, 3,445.2m @ RM 3.00 per m.

Supply, deliver and install 4mm thk, 75mm diameter x 400mm long, mild steel cylindrical sleeve with 12mm diameter MS bar strut weld at centre of sleeve as bakau pile joint, 319 Nos. @ RM 18.00 /No.

Cut off bakau pile head to the required level, 319 Nos. @ RM 1.50 per no.

CE / 6

Grand Summary of Cost Estimate

ITEM DESCRIPTION PAGE NO. AMOUNT (RM)

1 GENERAL AND PRELIMINARY CE/1-2 83,288.84

2 WATER RETICULATION SYSTEM CE/3-4 1,020,418.80

3 PILING WORKS (PROVISIONAL QUANTITIES) CE/5 26,126.10

TOTAL CARRIED TO THE FORM OF TENDER RM 1,129,833.74

Amount in words : Ringgit Malaysia ……………………………………………………………………………

………………………………………………………………………………………………………………………

Authorized Signature and Company Chop :

Signatory Name :

I. C. No. :

Position :

Firm's Address :

Tel. No. :

Fax. No. :

Date :


cost estimate for water reticulation works

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