PROVIDING AND LAYING MS LINE FROM SAMATA POLICE CHOWKI TO SAURABH PARK IN WARD NO. 09. (3RD ATTEMPT)

PROVIDING AND LAYING MS LINE FROM SAMATA POLICE

CHOWKI TO SAURABH PARK IN WARD NO. 09. (3RD ATTEMPT)

EXECUTIVE ENGINEER

WATER SUPPLY PROJECT

VADODARA MUNICIPAL CORPORATION

PMC (PROJECT MANAGEMENT CONSULTANT)

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given

to provide a common basis for bidding. The basis of payment will be the actual quantities of

work ordered and carried out, as measured by the Contractor and verified by the Engineer

and valued at the rates and prices tendered in the priced Bill of Quantities, where

applicable, and otherwise at such rates and prices as the Engineer may fix within the terms

of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it

is otherwise provided under the Contract, include all constructional plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties, together

with all general risks, liabilities and obligations set out or implied in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to enter

a rate or price shall be deemed to be covered by other rates and prices entered in the Bill

of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the

items provided in the priced Bill of Quantities, and where no Items are provided the

cost shall be deemed to be distributed among the rates and prices entered for the related

7. General direction and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. References to the relevant sections of the contract

documentation shall be made before entering rates or prices against each item in the Bill

8. The method of completed work of payment shall be in accordance with the specification

for Road and Bridge works. For building works specifications for building are to be

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to Clause 29 of

the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required blasting, or

the use of metal wedges and sledgehammers, or the use of compressed air drilling for its

removal, and which cannot be extracted by ripping with a tractor of at least 150 kw with a

single rear mounted heavy duty ripper.

1 The Contractor shall exhibit a board with detailed specification and details of

work as directed by the Engineer-In-Charge for which no extra payment shall be

2 The labour cess will be deducted from the bill amount as per prevailing rules i.e.

1% of the work done.

3 Income tax TDS will be deducted from the bill amount at a source while making

payments of bills.

(Government rules will be applicable)

4 Total value of SD i.e. 5% shall be calculated on Contract Price + GST.

WATER SUPPLY SCHEME

NAME OF WORK : PROVIDING AND SUPPLYING MS LINE NEAR SAMTA POLICE CHOKI TO LAXMIPURA APS WATER

Sr. No. Item Description Quantuity Rate Unit Amount

1 Excavation for pipe line trenches for water supply ,sewerage line ,manhole etc all 4200.00 102.35 Cum

with shorting and struting if requried as per requried gradient adn line includin all

safety provisions using site rails and staking excavated stuff including upto requried

lead cleaning the site etc complete fro all lift and starta as specified

a) 0.0 mt to 1.50 mt. depth.

2 Manufacture. Supply & Delivery of Electric Resistance Welded (Up to 30.00 1285.00 Rmt

400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends

plate or coil conforming to IS-3589-2001 or its latest revision/ ammendment for

following thickness outside diameter at GWSSB store or sile anywhere in Gujarat

Stale including all taxes. insurance, lransportation, freight charges, oclroi, inspection

charges, loading, unloading conveyance to Departmental stores, stacking etc. all

complete. (Rate for MS Pipe based on the ex. works price of HR Coil as Rs.67500.00

per MT- withouth GST (Above 3.15 mm to 10 mm) & Rs. 68000.00 per MT without

GST (Above 10 mm)

168.3 mm dia MS Pipe with 4.5 mm thick

219.1 mm dia MS Pipe with 6.3 mm thick 100.00 2337.00 Rmt

273 mm dia MS Pipe with 5.0 mm thick 50.00 2336.00 Rmt

323.9 mm dia MS Pipe with 5.6 mm thick with I/S epoxy Painting (100 Micron) 500.00 3106.00 Rmt

& O/S Gunniting (25 mm thick)

610 mm dia MS Pipe with 6.3 mm thick with with I/S epoxy Painting (100 450.00 7533.00 Rmt

Micron) & O/S Gunniting (25 mm thick)

3 Lowering, Laying & Jointing and welding in position, to correct line and level M.S 30.00 207.00 Rmt

pipe with Cement motar lining & Outside 25mm thick Guniting on padestal or chairs

up on prepared formation or prepared bedding in trenches the rates incl bedding in

trenches the rates incl conveyance from store to site of work loading,unloading,joint

platering hystrotesting etc.

168.3 mm dia MS Bare Pipe with 4.5 mm thick

219.1 mm dia MS Bare Pipe with 6.3 mm thick 100.00 248.40 Rmt

273 mm dia MS Bare Pipe with 5.0 mm thick 50.00 288.65 Rmt

323.9 mm dia MS Pipe with 5.6 mm thick with I/S epoxy Painting (100 Micron) 500.00 326.70 Rmt

& O/S Gunniting (25 mm thick)

610 mm dia MS Pipe with 6.3 mm thick with I/S epoxy Painting (100 Micron) & 450.00 583.05 Rmt

O/S Gunniting (25 mm thick)

4 MS Specials plain ended/flange ended Manufacture, supply and delivery of 80 mm to 1000.00 110.40 Kg

300 mm dia Mild steel plain ended/flange ended specials complete like tee, bend,

skew tee etc. as per IS. The delivery of specials is to be made to VMC store or sites

including all taxes, loading, carting, unloading, stacking, insurance, octroi, inspection

charges etc. complete as per instruction of engineer in charge.

M.S Specials above 300 MM

M.S Specials above 300 MM Flanged Ends 1000.00 112.70 Kg

5 Refilling the pipeline trenches incl. remming, watering, consolidating desposal of 7660.00 25.30 Cum

surplus stuff as directed within a radius of VMC limit

6 Providing & supplying of Following Sluice Valve Ductile Iron/Spheroidal Graphite 4.00 20701.50 Nos

(S.G.) Iron Double flanged resilient seated Sluice Valves Full bore in accordance

with BS 5163/EN 1074-1&2 of PN-10/16 rated, with Body and Bonnet of Ductile

Iron confirming to GGG-50/40 or IS 1865 Gr. (SG 500/7 or SG 400/15), Wedge of

WRAS or DVGWapproved EPDM rubber (approved for drinking water), Integral

Wedge nut, Shaft of S.S. AISI 420, O rings of NBR. Body & Bonnet coated with

electrostatically applied epoxy powder coating to DIN 30677-2 & GSK guidelines or

equivalent to GSK Guideline.Blue colour RAL 5005/5017 with a coating thickness of

250 microns both inside & outside. Sluice valve shall be compatible for buried

applications without valve chamber. Face-to-face dimensions as per BS 5163/EN558

and Flange drilling as per IS 1538. 100% tight shut-off. Manual operation by Hand

wheel at present but it should be upgrdabale and suitable for motorized operation by

Electrical Actuator suitable for SCADA system.

PN-1.6 150 mm Dia

7 Lowering,laying and joining in position following C.I./D/F reflux valves, Butterfly 4.00 672.75 Nos

valves, Sluice valves and Air valves including cost all labour, jointing material,

including nut bolts and giving satisfactory hydraulic testing, etc. complete Sluice

valve /BF valve

PN-1.6 150 mm Dia

200 mm Dia 8.00 853.30 Nos

8 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) 40.00 5641.90 Cum

(proportions as per mix design or as per Table 9 of IS456 2000 in masses by weigh

batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work,

including scaffolding centering, form work, needle vibrated consolidation, curing

comp. up to 6 meter depth or height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering etc. comp. for structure for other

than water retaining.

9 FOR COPING : Providing and casting in situ C.C. in grade M20 proportions as per 20.00 7730.30

mix design or as per Table 9 of IS456 2000 in masses by weigh batching ) using

granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including

scaffolding centering, form work, needle vibrated consolidation, curing comp. up to

meter depth or height (excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. comp. for structure for other than water

retaining below GL

Raft 32.72 7479.60 Cum

10 Steel /Reinforcement bars: Supplying cutting, bending, binding and placing in 5.00 89129.60 MT

position steel as per plan and design and as per ISS 2502 including cost of steel and

binding wire for reservoirs/structures only including lift up to 6 meter height or depth

below G.L. for all diameters Do-deformed (TMT) bars confirming to relevant IS Fe -

500 grade for all diameters. Do-deformed (TMT) bars confirming to relevant IS Fe -

500 grade for all diameters.

11 Brickwork using common burnt clay building brick having crushing strength not less 200.00 4080.74 Cum

than 35 kg/sq.cm in foundation and plinth in cement mortar 1:6

12 Provinding 10 mm thick inside cement plaster in Cement mortar (1:3) to stone or 170.00 143.68 Smt

brick masonary including racking out the joints and niru or cement finishing etc

13 Excavation in bituminous road as per required gradient and line including safety 345.00 288.65 Cum

provisions using site rails and stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts as specified.

14 Box cutting the Road surface to proper slope and camber for making a base for road 870.00 105.75 Cum

work incl. removing the excavated stuff and depositing on the road side slope us

directed upto 50 Mt.lead.

15 GSB :Providing and laying of good quality material of GSB in proper line,level and 520.00 1045.00 Cum

camber (compacted with roller 8-10MT capacity on GSB as per specification and

instruction by engineer incharge.

16 Providing & laying compacted machine crushed black stone aggregate wet mix 440.00 1748.00 Cum

macadam in two layers in the material with water to OMC in mecanically mix (pug

mill) carriage of mix material by tipper to site laying,spreading and compacting in sub

base of compacting power vibrater roller to achive the desired density (mechanically

laid) etc.complete.as per technical specification MORTH clause-406

17 Providing and laying of compacted Patch Work carpet using coarse aggreagete/fine 250.00 3115.33 MT

aggregate/filler as per required gradiation, applying tack coat at the rate of 3 Kg/10

Sm. And using asphalt (VG-30) 4% by wt. of mix and mixing by drum mix process

spreading by paver finisher and flushing Quarry dust on B.T. surface at the rate of

0.75 CM/100 SM including consolidtion etc. complete by using Sevaliya , Timba

Quarry Material.

18 Demolition including stacking of serviceble materials and disposal of unserviceble 10.00 1073.56 Cum

materials with all lead & lift [i] R.C.C. work

19 Demolition including stacking of serviceble materials and disposal of unserviceble 10.00 558.57 Cum

materials with all lead & lift [i] Brick work.

20 Dewatering by pumping set of required capacity including temporary platform carting 800.00 21.07 Hp/hr

pumping at site and fixing the same in position including all accessories, and fuel and

labour etc. complete.

21 Supplying and fixing the MS cover for valve chamber with required channel, girder, 14400.00 85.99 Kg

plate, angles with hole above to operate valve including required chain to open and

paint two coats of redoxide and two coats of anti corrosion paint. etc complete as per

the instruction of Engineer in charge.

Gas Cutting of MS Pipe/Plates: Gas cutting(Either square cut or V cut) pipes, plates

22 etc. including all costs for the followng thickness. 100.00 64.40 Rmt

Above 5 mm up to 10 mm

23 Providing & laying C.I. Rod box of approximate weight of 13.5 kg.

(below 300 mm dia pipe) 15.00 695.00 No.

Welding in all positions with required number runs, for M.S.Pipes internally and/or

externally including gauging wherever necessary, fixing appurtenances and other

accessories in connection with pipe laying work as per specification. 1 Welding for

Pipe thickness 4 mm to 7mm

I/We am/are willing to carry out the work at… ..................... % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words