PROVIDING AND LAYING NEW STORM WATER DRAIN NEAR AANANDNAGAR IN ADMINISTRATION WARD NO: 07. (THIRD ATTEMPT)

PROVIDING AND LAYING NEW STORM WATER DRAIN

NEAR AANANDNAGAR IN ADMINISTRATION WARD NO:

(THIRD ATTEMPT)

EXECUTIVE ENGINEER

STORM WATER DRAINAGE 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

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.

STORM WATER DRAINAGE PROJECT

NAME OF WORK : PROVIDING AND LAYING NEW STORM WATER DRAIN NEAR AANANDNAGAR IN ADMIN WARD NO.(07).

Sr No Item Qty Rate Rs. Per Amount

1 Conducting topographic GIS based survey of the alignment of the proposed works using total 0.50 10381.36 Km

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 for approval.

2 Demolition of Brick work and stone masonry including stacking of serviceable materilas and 100.00 558.57 CUM

disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

3 Demolition including stacking of serviceable materilas and disposal of unserviceable materials 34.59 1073.56 CUM

with all lead and lift. (i) R.C.C. work

4 Excavation for pipe line trenches for water supply ,sewerage line ,manhole etc all with shorting 3300.00 102.35 CUM

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 2400.00 112.70 CUM

c) 3.0 mt tto 4.50mt. Depth 780.00 118.45 CUM

5 RCC pipes( horizontal cast) : Providing and supplying ISI standard RCC pipes (of sulphate 450.00 6638.00 Rmt.

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.

Class NP4 900 MM Dia.

Class NP3 600 mm Dia. 200.00 1946.00 Rmt.

6 Lowering, laying and jointing, RCC pipes in C:M 1:1 1/2 of following diameters in proper 450.00 391.00 Rmt.

position grade alignment, as directed by engineer in charge, including, conveyance from store to

site work, layout giving hydraulic testing as per ISI code.

7 C.C. (M-15): Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) 20.00 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. 1.0 Footing (form work)

8 C.C. M-25 Control concrete for water retaining structures : Providing and cast in situ C.C. in 60.00 9288.55 CUM

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

For Beams/ring beam/griders 10.00 9599.05 CUM

9 Supplying cutting, bending, binding and placing in position steel as per plan and design and as per 10.00 89129.60 MT

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.

10 Brickwork using common burnt clay building brick having crushing strength not less than 35 150.00 4111.95 CUM

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

11 Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering 300.00 143.68 SQM

up to floor two level and finished even and smooth in. (i)cement mortar 1:3 (1 cement:3 sand)

12 Providing and supplying poly propylene steps of standard specification ,installation complete as 130.00 50.00 NO

per direction of engineer in charge

13 SFRC Storm Water Frame squre in shaped shall be made from M30 Grade concrete as per 23.00 783.898 NO

attached drawing and Specification.

1.0 Frame Over all Opening 600 MM X 600 MM

2.0 Frame over all size : 1200 MM X 1200MM

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

SFRC Storm Water Drain Grating 23.00 1546.61 Nos

14 Refilling the Pipeline Tranches incl ramming ,watering consolidating disposal of surplus stuff as 6480.00 25.30 CUM

directed within VMC limit

Sr No Item Qty Rate Rs. Per Amount

15 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any 500.00 155.00 Kg

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.

80 to 300 mm Dia.

16 MS Specials plain ended/flange ended Manufacture, supply and delivery of 80 mm to 300 mm dia 500.00 96.00 Kg

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.

Upto 300 mm dia.

Above 300 mm dia. 500.00 98.00 Kg

17 Providing bedding with required quality Sand brought from outside inclduing all lead and lift, 430.00 378.35 Cum

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

engineer incharge

18 Dewatering by pumping set of requried capacity incl temparary platform carting pumping at site 1600.00 21.07 Hp/hr

and fixing the same in posotion incl all accessories and fuel and labour etc complete.

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

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

20 Excavation in bituminous road as per required gradient and line including safety provisions using 570.00 288.65 SQM

site rails and stacking excavated stuff including up to all required lead cleaning the site etc.

complete for all lifts as specified.

21 GSB :Providing and laying of good quality material of GSB in proper line,level and camber 490.00 1045.00 Cum

(compacted thickness 300 MM with roller 8-10MT capacity on GSB as per specification and

instruction by engineer incharge.

22 Providing & laying compacted machine crushed black stone aggregate wet mix macadam in two 900.00 1748.00 Cum

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

23 Providing and laying of required thickness patchwork compacted asphalt macadam carpet using 520.00 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.

24 Applying seal coat @ 0.98 kg/sq.mt of VG-30 grade bitumine as per specification and spreading 3250.00 77.32 Sqm.

good sand @0.90 cumt/100 sqM and instruction given by Engineer incharge with necessary

cleaning of road etc.complete.

25 Providing and supplying D. I. pipes for following nominal bore diameter with internal cement 20.00 2466.00 RMT

mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading. conveyance to departmental stores, stocking etc. complete. (IS 8329-

26 Lowering, laying and jointing C.I.S & S Spun pipes suitable for Tyton joints/Mortar lined DI pipes 20.00 146.05 RMT

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.

Sr No Item Qty Rate Rs. Per Amount

27 Providing and erecting 1.50 metre high temporary barricading at site; each panel of size 650.00 141.70 SQM

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).

28 Providing and constructing Sewer machine holes, scraper machine holes and unit house 5.00 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.

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 to 4.0 M

28.1 Extra depth beyond 1.5 M but upto 4.0 M depth for type "B" machine holes above. 10.00 14159.95 Rmt

28.2 Machine holes type "A" circular type having inside diameter of 1200 mm for depth upto 1.5 m 2.00 14005.85 Nos

depth (for 150 mm to 500 mm dia sewer)

28.2.a Extra depth beyond 1.0 M but upto 1.5 M depth for type "A" machine holes above. 2.00 7622.20 Rmt

29 Providing a complete sewer bypassing system including, but not limited to, developing 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 Conditions:

For manhole of pipe upto 900 mm Dia. 1.00 93600.00 No.

For manhole of pipe upto 1500 mm Dia. 1.00 132000.00 No.

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