PROVIDING AND LAYING NEW STORM WATER DRAIN FROM SUBHASHNAGAR SLUM TO VISHWAMITRI RIVER IN VISHWAMITRI AREA (3rd Attempt).

PROVIDING AND LAYING NEW STORM WATER DRAIN

FROM SUBHASHNAGAR SLUM TO VISHWAMITRI

RIVER IN VISHWAMITRI AREA (3rd 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.

VADODARA MUNICIPAL CORPORATION

BILL OF QUANTITIES

NAME OF WORK: PROVIDING AND LAYING NEW STORM WATER DRAIN FROM SUBHASHNAGAR SLUM TO VISHWAMITRI

RIVER IN VISHWAMITRI AREA, VADODARA.

Sr No Item Qty Rate Rs. Per Amount

1 Conducting topographic GIS based survey of the alignment of the proposed works using 0.50 10380.00 Km

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 for approval.

Demolition including stacking of serviceable materials and disposal of unserviceable 40.00 1073.56 CUM

materials with all lead & lift (i) RCC Work

Demolition of Brick Work and Stone Masonary incl stacking serviceable materials and 20.00 558.57 CUM

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

Excavation for pipe line trenches for water supply ,sewerage line ,manhole, Storm water 2800.00 102.35 CUM

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

4 includin all safety provisions using site rails and staking excavated stuff including upto

requried lead, lift & 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 2600.00 112.70 CUM

c) 3.0 mt to 4.50 mt. depth 50.00 118.45 CUM

RCC pipes (horizontal cast): Providing and supplying ISI standard RCC pipes (of 450.00 7587.00 RMT

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

socket spigot & rubber ring joints, including all taxes, insurance, transportation, freight

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

stores, staking etc. complete.

Class NP3 1400 mm Dia

Lowering, laying and jointing, RCC pipes in C:M 1:1 1/2 of following diameters in proper 450.00 591.10 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.

Class NP3 1400 mm Dia

C.C. (M-15): Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 40.00 5641.90 CUM

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,

7 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 with (form work)

C.C. M-25 Control concrete for water retaining structures : Providing and cast in situ C.C. 240.00 9288.55 CUM

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 /Retaining wall for Outfall Structure

9 Providing and filling rubbles including hand packing and filling interstices with quarry 120.00 1075.74 CUM

spalls behind abutments and between returns as directed.

Supplying cutting, bending, binding and placing in position steel as per plan and design 30.00 89129.60 MT

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.

Brickwork using common burnt clay building brick having crushing strength not less than 10.00 4347.74 CUM

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

Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior 50.00 143.68 SQM

12 plastering up to floor two level and finished even and smooth in.

(i)cement mortar 1:3 (1 cement:3 sand)

Providing and supplying poly propylene steps of standard specification ,installation 250.00 50.00 NO

complete as per direction of engineer in charge

Sr No Item Qty Rate Rs. Per Amount

SFRC Storm Water Frame squre in shaped shall be made from M30 Grade concrete as per 20.00 783.90 Nos

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

14 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

14.1 SFRC Storm Water Drain Grating 20.00 1546.61 Nos

Refilling the Pipeline Trenches incl ramming ,watering consolidating disposal of surplus 5450.00 25.30 CUM

stuff as as directed within VMC limit Total Excavation of Pipe

Dewatering by pumping set of requried capacity incl temparary platform carting pumping 4000.00 21.07 Hp/hr

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

17 GSB :Providing and laying of good quality material of GSB in proper line,level and 20.00 1045.00 Cum

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

specification and instruction by engineer incharge.

Providing & laying compacted machine crushed black stone aggregate 250mm 10.00 1748.00 Cum

thick 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

19 Providing and erecting 1.50 metre high temporary barricading at site; each panel of size 100.00 141.70 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).

C.I. Thimble Mounted Single Faced Rising type Sluice Gate generally as per IS:13349,

Class-1, manually Gear operated having conventional bottom closure. C.I. Wall thimbles,

M.S. spindle, N-Brass seat facing, M.S. fastenters, natural rubber seal, M.S. rubber seal,

with head stock & Spindle Height Approx 5 mt. - 7 mt.

21 Removing of existing pipeline incl. removal of specials, valves jointing material including 15.00 1780.00 Rmt

carting and stacking of removed material from site of work to the department store as

directed excl. excavation and refilling.

For 1000 mm Dia. RCC Pipe

Plugging the mouth of Pipes inside sewer machine holes using suitable plugging and

instalation of bypass arragnment for bypassing the sewerege flow ,incl but not limited to

pumps,pipes connecations coupling elecaticals accrssories,supports traffic diversions

22 arragnments etc incl desilting of machineholes disposal of debries as per the instructions of

EIC and keeping the machineholes free from seepage and removal of bypass system and

making the sewer system for operational as per instruction of Engineer in Charge

a) For Machineholes of Pipes up to 1500 MM Dia

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