CONSTRUCTION OF NEW RCC STROM WATER DRAIN FROM AT LAKDIPOOL

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: CONSTRUCTION OF NEW RCC STORM WATER DRAIN AT

Sr No Item Qty Rate Rs. Per Amount

1 Conducting topographic GIS based survey of the 0.26 10381.36 Km

alignment of the proposed works 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 for approval.

2 Demolition including stacking of serviceable materials 249.69 1073.56 CUM

and disposal of unserviceable materials with all lead &

lift (i) RCC Work

3 Demolition including stacking of serviceable materials 406.12 263.61 CUM

and disposal of unserviceable materials with all lead &

lift (i) PCC Work

4 Demolition of Brick Work and Stone Masonary incl 397.73 371.31 CUM

stacking serviceable materials and disposal of

unserviceable materials with all lead & lift in Cement

5 Providing and filling rubbles including hand packing and 566.28 1075.74 CUM

filling interstices with quarry spalls behind abutments

and between returns as directed.

6 Brickwork using common burnt clay building brick 89.00 4111.95 CUM

having crushing strength not less than 35 kg/sq.cm in

foundation and plinth in cement mortar 1:6

7 Providing 10mm thick cement plaster in single coat on 2694.00 143.68 SQM

brick/concrete walls for interior plastering up to floor

two level and finished even and smooth in. (i)cement

mortar 1:3 (1 cement:3 sand)

8 Providing and supplying poly propylene steps of 50.00 50.00 NO

standard specification ,installation complete as per

direction of engineer in charge

9 Excavation for pipe line trenches for water supply

,sewerage line ,manhole etc all 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 1011.00 102.35 CUM

b)1.5 mt to 3 mt. depth 1478.00 112.70 CUM

10 C.C. (M-15): Providing and casting in situ C.C. in grade 162.00 5641.90 CUM

M-15 (approx. corresp. to 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

11 C.C. M-25 Control concrete for water retaining

structures : Providing and cast in situ C.C. in grade M-25

proportions of ingredients as per mix design by weigh

batching using granite, quartzite trap metal of size

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.

11.1 For Flat Bottom Slab /Floor Slab/ Slab with shuttering 979.00 9288.55 CUM

11.2 For Beams/ring beam/griders 102.00 9599.05 CUM

11.3 Vertical wall For Above 25 CM 1100.00 9126.40 CUM

12 Supplying cutting, bending, binding and placing in 328.00 89129.60 MT

position steel as per plan and design and as per ISS

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.

13 RCC pipes (horizontal cast): Providing and supplying 50.00 1946.00 RMT

ISI standard RCC pipes (of 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

14 Lowering, laying and jointing, RCC pipes in C:M 1:1 1/2 50.00 262.20 RMT

of following diameters in 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. 600 mm

15 Refilling the Pipeline Tranches incl ramming ,watering 663.36 25.30 CUM

consolidating disposal of surplus stuff as directed within

radius of VMC limit

16 FOR WEEP HOLES Providing and supplying in 100.00 190.00 RMT

standard length lSI mark rigid 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

17 Manufacture, Supply & Delivery of Ductile Iron Flange 100.00 151.00 Kg

socket spigot bends, tees, 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.

18 Excavation in bituminous road as per required gradient 32.00 288.65 CUM

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 as specified.

19 Box cutting the Road surface to proper slope and camber 110.00 105.75 Cum

for making a base for road work incl. removing the

excavated stuff and depositing on the road side slope us

directed upto 50 Mt.lead.

20 Providing bedding with required quality Sand brought 60.00 378.35 Cum

from outside inclduing all lead and lift, ramming,

watering, levelling, consolidating etc. Complete as per

standard and instruction of engineer incharge

21 GSB :Providing and laying of good quality material of 60.00 1045.00 Cum

GSB in proper line,level and camber (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 50.00 1748.00 Cum

stone aggregate 250mm 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

23 Providing and laying of required patch work compacted 33.00 3115.33 MT

asphalt macadam carpet using coarse aggreagete/fine

aggregate/filler as per required gradiation, applying tack

coat at the rate of 3 Kg/10 Sm. And using asphalt (VG-

30) 5.5% 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 200.00 77.32 SQM

bitumine as per specification and spreading good sand

@0.90 cumt/100 sqM and instruction given by Engineer

incharge with necessary cleaning of road etc.complete. (

25 Dewatering by pumping set of requried capacity incl 9600.00 21.07 Hp/hr

temparary platform carting pumping at site and fixing the

same in posotion incl all accessories and fuel and labour

26 Removing of existing Pipeline incl removal of 200.00 70.15 Rmt

Specials,valves, jointing materials incl carting stacking

of removed materials from site of work to the department

store as directed excl. excavation and refilling (300 mm)

27 SFRC Storm Water Frame squre in shaped shall be made 5.00 783.90 Nos

from M30 Grade concrete as per attached drawing and

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

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 (Total length/15+Total catchpits)

27.1 SFRC Storm Water Drain Grating 5.00 1546.61 Nos

28 Providing & fixing M.S. Grills of required pattern, steel 15.00 9018.30 Quintal

work, welded in built up sections framed work including

cutting,hoisting,fixing in position and applying a priming

coat of read lead paint. (A) In beams and joists, channels

angles Tees , flats , with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins

connected to common rafters and the like

29 Providing and constructing Sand Bags/cofferdam 2000.00 14.95 Per Bag

including excavation ,filling, middle 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

30 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

31 Lowering, laying and jointing Stone Ware pipes of

following diameters with cement joints in C. 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

32 Providing laying and jointing in true line and level 15mm 20.00 71.93 Rmt.

dia. U.P.V.C. Pipe ( SCH- 40) for 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)" 20.00 90.93 Rmt.

U PVC SCH40 for cold water 110 mm dia(4)" 50.00 847.55 Rmt.

U PVC SCH40 for cold water 160 mm dia(6)" 50.00 826.12 Rmt.

33 Providing and supplying ISI mark G.I. pipes with

Couplings of following class and diameter including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges,loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 1239).

34 Providing and supplying D. I. K-7 grade pipes for

following nominal bore diameter with internal cement

including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

complete. (IS 8329-2000). Iron as 114.20 for the month

of Febuaury-2019

For 100 mm dia 50.00 968.00 RMT

For 150 mm dia 50.00 1425.00 RMT

35 Lowering, laying and jointing C. I. S & S Spun pipes

suitable for Tyton joints / Mortar lined D. I. 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

For 100 mm dia 50.00 63.25 RMT

For 150 mm dia 50.00 87.40 RMT

36 RCC pipes ( horizontal cast): Providing and supplying 10.00 614.00 Rmt

ISI standard RCC pipes (of 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.

Class NP3( horizontal cast) test pressure 6 Kg/sq.cm

Class NP3( horizontal cast) test pressure 6 Kg/sq.cm 10.00 881.00 Rmt

Class NP3( horizontal cast) test pressure 6 Kg/sq.cm 10.00 1473.00 Rmt

37 Lowering, laying and jointing, RCC pipes in C:M

1:1 1/2 of following diameters in 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.

38 Providing and erecting 1.50 metre high temporary 225.00 141.70 Rmt.

barricading at site; each panel of 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).

39 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 600 mm Dia. 4.00 69600.00 No.

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

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

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words