PROVIDING AND LAYING 1400 MM DIAMETER NEW FEEDER LINE RELATED TO SHIFTING OF EXISTING 1400 MM DIA. OF SINDHROT FEEDER LINE WHICH IS OBSTRUCTED IN THE CONSTRICTION OF SUNPHARMA BHAYALI BRIDGE.(Re-Invite)

PROVIDING AND LAYING 1400 MM DIAMETER NEW FEEDER LINE

RELATED TO SHIFTING OF EXISTING 1400 MM DIA. OF SINDHROT FEEDER

LINE WHICH IS OBSTRUCTED IN THE CONSTRICTION OF SUNPHARMA

BHAYALI BRIDGE. (Re-Invite)

EXECUTIVE ENGINEER

WATER SUPPLY PROJECT

VADODARA MUNICIPAL CORPORATION

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 items

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 followed.

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 GST and Income tax TDS will be deducted at a source while making payments of bills

WATER SUPPLY SCHEME

BILL OF QUANTITY

Sr. No. Item Description Quantuity Rate Unit Amount

1 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all 2400.00 102.35 Cum

with shoring and struting if required as per required gradient and line including safety

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

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

Upto 1.5mt Depth

1.1 From 1.5 to 3 m Depth 2100.00 112.70 Cum

1.2 From 3 m to 4.5 m Depth 1200.00 118.45 Cum

2 Manufacture. Supply & Delivery of Electric Resistance Welded (Up to 300.00 47864.00 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)

1422 mm dia 14mm thk. MS Pipe with I/S Solvent free Liquid Epoxy Lining (406

micron) + 0/S 3LPE coating

3 Lowering, Laying & Jointing and welding in position, to correct line and level M.S 300.00 2060.80 Rmt

pipe with Inside Solvent free Liquid Epoxy Lining (406 micron) and Outside Epoxy

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.

1422 mm dia 14mm thk. MS Pipe with I/S Solvent free Liquid Epoxy Lining (406

micron) + 0/S 3LPE coating

4 MS Specials plain ended/flange ended Manufacture, supply and delivery of above 2000.00 96.00 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

3.2 M.S Specials above 300 MM Flanged Ends 2500.00 98.00 Kg

5 Refilling the pipeline trenches incl. remming, watering, consolidating desposal of 5700.00 25.30 Cum

surplus stuff as directed within a radius of 3 Km

6 Providing & supplying ISI mark CI D/F Butterfly Valves as per 2.00 1300000.00 Nos

IS:13095(LatestbEdition) of following) of following class and diameter including all

taxes, insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete.PN-1.6 with

hand wheel / cap operated 1400 mm Dia.

7 Lowering,laying and joining in position following C.I./D/F reflux valves, Butterfly 2.00 13080.00 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 with hand wheel / cap operated 1400 mm Dia.

8 Providing and supplying ISI mark CI Temper proof Air valves with SS 304 float gun 3.00 29606.00 Nos

metal nozzal of approved make and quality of following class and diameter including

all taxes, insurance, transportation, freight charges,octroi,inspection charges, loading,

unloading, conveyance to site of work ,stacking etc. complete.

Temper proof Air Valve With isolation Sluice Valve (PN-1.6) - 150 mm dia.

9 Lowering, laying and jointing in position following CI/DI CI/DI reflux valves, sluice 3.00 672.75 Nos

valves, air valves including cost of all labour, jointing material , including nut bolts

and giving satisfactory hydraulic testing etc.

Temper proof Air Valve With isolation Sluice Valve (PN-1.6) - 150 mm dia.

Sr. No. Item Description Quantuity Rate Unit Amount

10 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) 9.36 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.

(For Thrust block)

11 Providing and casting in situ C.C. in grade M-25 (approx. corresp. to prop. 1:2:4) 10.00 9288.55 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 near

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

than water retaining.

Flat Bottom Slab/Floor Slab/Slab with Shuttering

For V Wall (Valve Chamber) 18.00 9206.90 Cum

12 Brick work using common burnt clay building bricks having crushing strength not 27.00 4080.74 Cum

less than 3 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement :

6 -fine sand) (B) Conventional

13 Providing 10mm thick cement plaster in single coat on brick/concrete walls for 51.00 113.50 Sqm

interior plastering upto floor two level and finished even and smooth in (iii) Cement

mortar 1:6 (1-cement:6-sand)

14 Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved 41.00 232.30 Sqm

quality including finishing etc. complete.

15 Steel /Reinforcement bars: Supplying cutting, bending, binding and placing in 3.00 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.

16 Excavation in bituminous road as per required gradient and line including safety 180.00 288.65 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.

17 Box cutting the Road surface to proper slope and camber for making a base for road 450.00 105.75 Cum

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

directed upto 50 Mt.lead.

18 GSB :Providing and laying of good quality material of GSB in proper line,level and 270.00 1027.00 Cum

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

instruction by engineer incharge.

19 Providing & laying compacted machine crushed black stone aggregate wet mix 225.00 1466.00 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

20 Providing and laying of compacted asphalt Patch Work using coarse aggreagete/fine 128.70 3550.69 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.

21 Applying seal coat @ 0.98 kg/sq.mt of VG-30 grade bitumine as per specification 900.00 74.86 SQM

and spreading good sand @0.90 cumt/100 sqM and instruction given by Engineer

incharge with necessary cleaning of road etc.complete.

22 Demolition including stacking of serviceble materials and disposal of unserviceble 50.00 1073.56 Cum

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

23 Demolition including stacking of serviceble materials and disposal of unserviceble 50.00 558.57 Cum

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

Sr. No. Item Description Quantuity Rate Unit Amount

24 Dewatering by pumping set of required capacity including temporary platform 2400.00 21.07 HP/HR

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

fuel and labour etc. complete.

20 Hp/hr. pump capacity for 5 days 24 Hrs.

25 Gas Cutting of MS Pipe I Plates : Gas cutting(Either square cut or V cut) pipes, 50.00 64.40 Rmt.

plates etc. including all costs for the followng thickness.

Above 5 mm up to 10 mm

26 Welding in all positions with required number runs, for M.S. Pipes internally and/or 50.00 783.15 Rmt.

externally including gauging wherever necessary, fixing appurtenances and other

accessories in connection with pipe laying work as per specification.

27 Removing of existing pipeline incl. removal of specials, valves jointing material 300.00 512.00 Rmt.

including carting and stacking of removed material from site of work to the

department store as directed excl. excavation and refilling.

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