THE WORK OF RUBBER PITCHING AND CONSTRUCTION OF A STORM WATER CHANNEL AT MASIYA LAKE IN SOUTH ZONE

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.

FUTURISTIC PLANNING CELL

NAME: THE WORK OF RUBBER PITCHING AND CONSTRUCTION OF A STORM

WATER CHANNEL AT MASIYA LAKE IN SOUTH ZONE

Sr Item Qty Rate Rs. Per Amount

1 Conducting topographic GIS based survey of the 0.35 12250.00 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 50.00 1073.56 CUM

materials and disposal of unserviceable materials

with all lead & lift (i) RCC Work

(R &B SOR-24-25/ P.No.147 / Ch.20, Item code:-

3 Demolition of Brick Work and Stone Masonary incl 50.00 558.57 CUM

stacking serviceable materials and disposal of

unserviceable materials with all lead & lift in

(R &B SOR-24-25 / P.No.147/ Ch.20, Item code:-

20003B, item no:-20.11)

4 Providing and supplying poly propylene steps of 50.00 50.00 NO

standard specification ,installation complete as per

direction of engineer in charge

VMC Approved Rate

5 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

a) 0.0 mt to 1.50 mt. depth 1200.00 102.35 CUM

b)1.5 mt to 3 mt. depth 400.00 112.70 CUM

(GWSSB SOR 22-23/ Labor/ Part 1 & 2B /

6 Empty boring through all sorts of strata for

providing required diameter R.C.C. bored piles to

required depth required depth( measured from

bottom of pile cap to founding level) including

providing necessary casing pipe with all plants and

equipments as required complete. 450 MM Dia Pile

(R&B SOR-2024-25, Ch27 Pg. no. 234 Item- 700.00 5375.87 Rmt.

7 Providing and cast in situ mass cement concrete M 350.00 4567.80 CUM

10 (1:3:6) using quartzite trap metal of size 12 mm

to 25 mm including consolidating etc. complete

(GWSSB SOR 22-23/Sec.1.C-RCC../ Part1

C1(RCC )/ P.NO.43 / I.NO.2

8 C.C. M-30 Control concrete for water retaining

structures : Providing and cast in situ C.C. in grade

M-30 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

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

8.1 For Flat Bottom Slab /Floor Slab/ Slab with 700.00 9444.95 CUM

(GWSSB SOR 22-23/Sec.1.C-RCC../

Part1C1(RCC)/P.NO.44/I.NO.7 (1)

8.2 For Above 25 CM 200.00 9295.45 CUM

(GWSSB SOR 22-23/Sec.1.C-RCC./

Part1C1(RCC)/P.NO.44/I.NO.7(9)

8.3 Beams/ring beams/girders 300.00 9758.90 CUM

(GWSSB SOR 22-23/Sec.1.C-RCC./

Part1C1(RCC)/P.NO.44/I.NO.7(5)

8.4 Columns 120.00 10714.55 CUM

(GWSSB SOR 22-23/Sec.1.C-RCC./

Part1C1(RCC)/P.NO.44/I.NO.7(10)

9 Supplying cutting, bending, binding and placing in 190.00 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

meter height or depth below G.L. for all diameters

Do-deformed (TMT) bars confirming to relevant IS

Fe -500 grade for all diameters.

(GWSSB SOR 22-23/Sec.1.C-RCC./ Part 1(RCC

10 Refilling the Pipeline Tranches incl ramming 1600.00 25.30 CUM

,watering consolidating disposal of surplus stuff as

directed within VMC limit

(GWSSB SOR 22-23/Sec.1 (B) P.NO.40/I.NO.14

11 Dewatering by pumping set of requried capacity 16000.00 21.07 Hp/hr

incl temparary platform carting pumping at site and

fixing the same in posotion incl all accessories and

fuel and labour etc complete.

(GWSSB SOR 22-23/Sec.E P.NO.104/I.NO. 1)

Providing and filling rubbles including hand 360.00 1075.74 Cu M

12 packing and filling interstices with quarry spalls

behind abutments and between returns as directed.

(R &B SOR-24-25 / P.No.229/ Ch.27, Item code:-

Providing uncoursed rubble stone masonry in 2450.00 1075.74 Cu M

Cement Mortar 1:5 for flooring including curring

pointing in Cement Mortar 1:3 on exposed faces

(R &B SOR-24-25 / P.No.229/ Ch.27, Item code:-

14 Providing and constructing Sand Bags/cofferdam 5000.00 14.95 Per

including excavation ,filling, middle portion with Bag

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

(GWSSB SOR 22-23/Sec.F P.NO.73/I.NO. 7.4)

15 Filling in foundation and plinth with murrum or 5751.94 215.54 Cu M

selected good soil in layers of 20cm thickness

including watering, ramming and consolidating etc.

R &B SOR-21-22 Item no. 04008A Pg.No.52)

16 Providing and fixing pre-cast Rubber Dye inter 256.78 733.18 Sqmt

locking concrete block 60mm thick with grade of

concrete M250 pnumatic compressed by

mechanically pressed and as per approved design

including 75mm Sand layer for levelling and filling

the joint with sand in proper line and level etc

(R &B SOR-21-22 Item no. 14033 Pg.No.143)

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