RCC COVERED CHANNEL FROM NANI SHAK MARKET TO KUMBHARWADA BEHIND IDGAH MAIDAN TO GAJARAWADI WATER TANK (3rd Attempt)

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

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 of Work.

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 of Quantities.

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

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.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (with Quantity Unit Rate In Amount

No brief specification and figures

reference to book of

specifications)

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 under.

Estimated amount put to tender Estimated amount put

to tender Deduct………% below Add………% Above

In Words In words

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 excluding GST 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.

BILL OF QUANTITY

NAME OF WORK : RCC COVERED CHANNEL FROM NANI SHAK MARKET TO KUMBHARWADA BEHIND IDGAH MEDAN TO

GAJARAWADI WATER TANK.

Sr No Item Qty Rate Rs. Per Amount

1 Conducting topographic GIS based survey of the alignment of the proposed works 1.00 10381.36 Km

using total station equipment to capture topographic features including manmade or

natural features in a georeferenced manner along and across the entire route of the

works, including recording the GLs and ILS of of the existing sewers / manhole,

prepare and submit working drawings with correct levels and contactor's preferred

sewer route and indicating the location of connecting manholes / lines to the engineer

2 for approval.including stacking of serviceable materials and disposal of unserviceable

Demolition 260.00 1073.56 CUM

materials with all lead & lift (i) RCC Work

3 Demolition of Brick Work and Stone Masonary incl stacking serviceable materials and 1200.00 558.57 CUM

disposal of unserviceable materials with all lead & lift in Cement Mortar

4 Demolition and disposal of unserviceable materials with all lead and lift. 650.00 261.00 CUM

Unreinforced cement concrete.

5 Providing and filling rubbles including hand packing and filling interstices with quarry 520.00 1075.74 CUM

spalls behind abutments and between returns as directed.

6 Brickwork using common burnt clay building brick having crushing strength not less 130.00 4080.74 CUM

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

7 Providing 10mm thick cement plaster in single coat on brick/concrete walls for 98.00 143.68 SQM

interior plastering up to floor two level and finished even and smooth in. (i)cement

mortar 1:3 (1 cement:3 sand)

7.1 Cement plaster 20 mm thick in C.M. 1:2 using water proofing compound of approved quality 570.00 224.25 SQM

including finishing etc. complete.

8 Providing and supplying poly propylene steps of standard specification ,installation 66.00 50.00 NO

complete as per direction of engineer in charge

9 Excavation for pipe line trenches for water supply ,sewerage line ,manhole etc all with 4830.00 102.35 CUM

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

b)1.5 mt to 3 mt. depth 3980.00 112.70 CUM

C)3.00 mt to 4.50 mt. depth 500.00 118.45 CUM

10 C.C. (M-15): Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 370.00 5641.90 CUM

prop. 1:2:4) (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. 1.0 Footing (form work)

11 Supply & Installation of Precast Box Culvert units of various sizes. Size as per mentioned 370.00 50360.00 Rmt.

below. The product shall be duly plant to have requisite compressive strength and having IRC

70 R load carrying capacity for heavy vehicle movement. It shall be made by using advanced

precast technology using high performance self-compacting concrete of M50 grade and Fe

D grade TMT steel reinforcement bar and shall have tie shape groove of 10-20 mm width and

25 mm depth on both sides of each precast unit product for jointing two precast units and shall

have flange plate at corner haunch and male - female groove in each precast unit product for

jointing two precast units. Rubber gasket shall be placed at the given groove to make it a water

tight structure and shale have installed at site with using all tools tackels Crane, Hydra, etc.

including site locations for mechanical installation activities including supply and transportation

Box Culvert Size: 1500 x

Box Culvert Size: 2000 x 1500 160.00 65180.00 Rmt.

12.1 C.C. M-25 Control concrete for water retaining structures : Providing and cast in situ 110.00 9288.55 CUM

C.C. in grade M-25 proportions of ingredients as per mix design by weigh batching

using granite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering formwork, needle vibrated consolidation, curing and

hydraulic testing etc. complete (excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water

retaining structures.

For Flat Bottom Slab /Floor Slab/ Slab with shuttering

12.2 For Beams/ring beam/griders 19.00 9599.05 CUM

12.3 For Above 25 CM 60.00 9126.40 CUM

Sr No Item Qty Rate Rs. Per Amount

13 Supplying cutting, bending, binding and placing in position steel as per plan and 24.00 89129.60 MT

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

14 RCC pipes (horizontal cast): Providing and supplying ISI standard RCC pipes (of 180.00 1946.00 RMT

sulphate resistance cement) in standard length of following class and diameter suitable

for rubber ring joints, including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance, to departmental stores,

staking etc. complete. D) Class NP3 test pressure 0.7 kg/sq.cm 600 mm Dia

15 Lowering, laying and jointing, RCC pipes in C:M 1:1 1/2 of following diameters in 180.00 262.20 RMT

proper position grade alignment, as directed by engineer in charge, including,

conveyance from store to site work, layout giving hydraulic testing as per ISI code.

16 Refilling the Pipeline Tranches incl ramming ,watering consolidating disposal of 1040.00 25.30 CUM

surplus stuff as directed within VMC limit (Rifilling as directed)

17 FOR WEEP HOLES Providing and supplying in standard length lSI mark rigid 488.00 190.00 RMT

unplosticised PVC pipes suitable for potable water with ring til joint including cost of

rings, as per IS specification no. 4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of jointing meteriol etc.

complete. (110 mm DIA)4kg/cm2

18 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, 500.00 151.00 Kg

reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for

use with D.I.Pipes manufactured as per IS:8329/1994 delivery of specials is to be made

to GWSSB store or site of works any where in Gujarat including all taxes, leading,

unloading, carting, stacking, insurance, inspection charges, octroi etc. complete.

19 Providing and supplying D. I. K-7 pipes for following nominal bore diameter with 20.00 1003.00 RMT

internal cement mortar lining including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading. conveyance to departmental

stores, stocking etc. complete. (IS 8329-2000).

20 Lowering, laying and jointing C.I.S & S Spun pipes suitable for Tyton joints/Mortar 20.00 63.25 RMT

lined DI pipes of various classes with CI/MS specials of following diameters in proper

position, grade and alignment as directed by engineer-in-charge including hydraulic

testing etc. comp.

150 mm Dia 20.00 73.60 RMT

200 mm Dia 20.00 87.40 RMT

21 Excavation in bituminous road as per required gradient and line including safety 620.00 288.65 SQM

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

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

22 Box cutting the Road surface to proper slope and camber for making a base for road 690.00 105.75 Cum

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

directed upto 50 Mt.lead.

23 Providing bedding with required quality Sand brought from outside inclduing all lead and lift, 2060.00 378.35 Cum

ramming, watering, levelling, consolidating etc. Complete as per standard and instruction of

engineer incharge

24 GSB :Providing and laying of good quality material of GSB in proper line,level and 2430.00 1045.00 Cum

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

specification and instruction by engineer incharge.

25 Providing & laying compacted machine crushed black stone aggregate 250mm thick 1400.00 1748.00 Cum

wet mix 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

Sr No Item Qty Rate Rs. Per Amount

26 Providing and laying of required patch work compacted asphalt macadam carpet using 400.00 3115.33 MT

coarse aggreagete/fine aggregate/filler as per required gradiation, applying tack coat at

the rate of 5 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.

27 Dewatering by pumping set of requried capacity incl temparary platform carting 60000.00 21.068 Hp/hr

pumping at site and fixing the same in posotion incl all accessories and fuel and labour

28 M. S. Specials flanged ends 1000.00 98.00 Kg

Up to 300 mm. dia.

Above 300 mm. dia 1000.00 98.00 Kg

29 SFRC Storm Water Frame squre in shaped shall be made from M30 Grade concrete as 40.00 783.898 Nos

per attached drawing and Specification.

1.0 Frame Over all Opening 600 MM X 600 MM

2.0 Frame over all size : 900 MM X 900MM

3.0 Frame thickness : 165 MM

4.0 Grating Over all sizes 730 MM X 730 MM at bottam level

5.0 Holes: 16 Nos Holes haaving sizes 75 MM X75 MM

6.0 M.S Flat of size to be welded all side of grating and four sides of frame shall be

welded by flat of 25 X3 MM Size

29.1 SFRC Storm Water Drain Grating 40.00 1546.61 Nos

30 Providing and constructing Sand Bags/cofferdam including excavation ,filling, middle 2000.00 14.95 Per Bag

portion with B.C.soil (in empty Cement/Gunny bags) to the entire satisfaction of EIC

till completion of the work including dismantling coffer dam after completion of the

work as directed by EIC.

(a) Bags Filled with Sand bags brought from outside

31 Providing and erecting 1.50 metre high temporary barricading at site; each panel of 610.00 141.70 SQM

size 2.50mx1.50m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube

posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet

shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be

made so that gap of 50cm above the ground is available making overall height as 2.5m.

MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having

oval shaped holes of size 50x25mm at both ends with 50cm long MS angle

40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to

avoid from overturning by providing 250mm long expansion fasteners at both ends.

The work shall be executed as per drawing/direction of Engineer-in-Charge which

includes writing and painting, arrangement for traffic diversion such as traffic signals

during construction at site for day and night, glow lamps, reflective signs, marking,

flags, caution tape as directed by the Engineer-in-Charge. The barricading provided

shall be retained in position at site continuously i/c shifting of barricading from one

location to another location as many times as required during the execution of the

entire work till its completion. Rate include its maintenance for damages, painting, all

incidentals, labour materials, equipments and works required to execute the job. The

barricading shall not be removed without prior approval of Engineering-Charge. (Note

:- One time payment shall be made for providing barricading from start of work till

completion of work i/c shifting. The barricading provided shall remain to be the

property of the contractor on completion of the work).

32 Providing and constructing Sewer machine holes, scraper machine holes and unit house 2.00 24283.40 Nos

connection chamber, as per the type design in brick masonry in C. M. 1:5 and inside

and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing machine hole frame and

covers (But excluding supply of machine hole frame and covers) over machine holes

and house connection chambers and fixing machine holes covers (but excluding

supplying of machine hole covers) over scraper machine holes etc. complete, providing

and fixing safety chain wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl. excavation). Machine holes type "B"

circular type having inside diameter of minimum 1500 mm and for depth from 1.5 M

32.1 Extra depth beyond 1.5 M but upto 4.0 M depth for type "B" machine holes above. 5.00 14159.95 Rmt

32.2 Machine holes type "A" circular type having inside diameter of 1200 mm for depth 2.00 14005.85 Nos

upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

32.2.a Extra depth beyond 1.0 M but upto 1.5 M depth for type "A" machine holes above. 5.00 7622.20 Rmt

33 Removing tiled or stone/paver block floor laid in mortar including stacking of 300.00 48.43 SQM

serviceble material and disposal of unserviceble material with all lead and lift.

Sr No Item Qty Rate Rs. Per Amount

34 Laying and fixing of 50mm thick interlocking paver block as per design given by 300.00 140.00 SQM

Engineer Incharge with 50mm thick sand bed layer in line, level, watering, compacting

paving with mechanical compacter of 2 to 3 Ton capacity etc. complete as per

instruction of Engineer Incharge.

35 Providing, supplying and fixing 60mm thick inter locking Rubber moulded paver 150.00 828.00 SQM

blocks (M-40 Grade), along with 50mm thick sand bedding in proper line and level as

per instruction of Engineer Incharge.

36 Providing a complete sewer bypassing system including, but not limited to, developing 9.00 45600.00 No.

a sewer bypassing plan, developing a spill prevention and emergency response plan,

submitting and obtaining approval from the Engineer-in-Charge for the sewer

bypassing plan and the spill prevention and emergency response plan, implementing

the bypassing and spill prevention and emergency response plan, providing bypassing

in accordance with the approved plans throughout the duration of the Work including

furnishing labor, materials, equipment, and incidentals required to maintain continuous

and reliable wastewater service in all wastewater lines during construction,

constructing and maintaining temporary bypass sewers to maintain continuous and

reliable wastewater flow in all pipes, including individual service connections,

removing and disposing off all offensive matter spilled during the bypass pumping as

per the instructions of Engineer-in-Charge. In line with the specifications prescribed in

IndSTT:201-2018: Code of Practice for Cured in Place Pipe Technique suiting Indian

For manhole of pipe upto 300 mm Dia.

For manhole of pipe upto 600 mm Dia. 6.00 69600.00 No.

For manhole of pipe upto 900 mm Dia. 2.00 93600.00 No.

37 Removal of sludge from existing kaacha/pucca SWD and disposal in VMC limit. 300.00 387.00 CUM

38 Providing and supplying lSI marked only Standard length Stoneware pipes in standard lengths

of following class and diameter including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores, stocking etc.

complete. (IS- 651 / 1989) Class AA

39 Lowering, laying and jointing Stone Ware pipes of following diameters with cement joints in C. 25.00 66.70 Rmt.

M. 1:1 proportion in proper position, grade and alignment at all level as directed by Engineer-in-

charge including conveyance from stores to site of work, Jointing material etc. comp.

40 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for 50.00 71.93 Rmt.

cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

U PVC SCH40 for cold water 15 mm dia(1/2)"

U PVC SCH40 for cold water 25 mm dia(1)" 50.00 90.93 Rmt.

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