Kakrapar Project

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 Contract.

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 followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 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

Name of Work : Improvement of Existing Irrigation Infrastructure works on 16R & 17R

Sub Minor Ex Chalthan Branch Canal

Memorandum showing items of work to be carried out

Item Quantities Item of work Unit Total Amount

Item Quantities Item of work Unit Total Amount

No. estimated In figure In words according to

but may Rs. Ps. estimated

be more quantities

1 Dismentalling the existing

Brick Masonary including Rupees Seven

sorting out and stacking the Hundred Fifty

13.50 useful materials and removing 757.40 Seven and M3

the debries and making good

the damage etc. complete as

directed. (b) in cement mortar

2 Dismentaling the existing

R.C.C.pipes of the following

diameter including sorting out Rupees Three

and stacking of the useful

37.50 349.5 Forty Nine Rmt.

materials including refilling and Fifty

the trenches etc. complete as Paise Only

directed.(NP.2 pipes)

(a) 225 mm to 400 mm dia.

3 Clearing the borrow area

including thin jungle cutting Eight

and removing tressa upto 0.5 Hundred

2.01 2887.99 Eighty Seven

m girth, bushes, shrubs, etc

complete and Ninety

4 Excavation for foundation in

all sorts of soil inclunding

yellow, sandy, gravelly soil,

soft & hard murrum etc. dry

condition depositing the Rupees Eighty

31.00 excavated stuff in uniform 81.50 One and Fifty M3

layers in bank or as directed

etc. complete for lead upto

1.0 Km and all lifts. (By

machinery) (a) Above water

5 Providing & laying Plain/

Reinforced Designed Mixed Rupees Four

Cement Concrete of various Thousand

grade with cement, sand and Four Hundred

coarse aggregate including Seventy Nine

centering, shuttering, batching,

mixing, transporting, placing,

vibrating, smooth, finishing,

curing etc. complete for all

leads and lifts. (Manually

With Conventional Mixer,

Including dewatring)

(11) (B) Raft Bottom slab of

barel, footing of columns piers,

abutment and bottom slab of

( i ) M-15 grade(1:2:4)

6 Providing & laying Plain/

Reinforced Designed Mixed

Cement Concrete of various

grade with cement, sand and

coarse aggregate including

centering, shuttering, batching, Rupees Four

mixing, transporting, placing, Thousand Six

vibrating, smooth, finishing, Hundred

13.00 4692.90 Ninety Two

curing etc. complete for all

leads and lifts. (Manually Paise Only

With Conventional Mixe

Including dewatring)

(11) ( c ) Piers, abutment,

wing walls, headwall, return

( ii ) M-15 grade (1:2:4)

7 Providing and laying plain /

Reinforced cement concrete

lining of M-15 grade in bed,

side slope and curveture

including batching mixing Rupees Three

transporting, placing, smooth

9537.00 387.80 Eighty Seven M2

finishing, curing including and Eighty

dewatering where required Paise Only

(machinary based without

(a) 7.5 cm thick linning in Bed

8 Providing and fixing in

position (different diameter)

NP 2 R.C.C pipe with collar Rupees Six

including filling and caulking Hundred

30.00 the joints with cement 627.3 Twenty Seven Rmt.

mortar 1:1 proportion,

finishing, curing etc. complete

for all lead and lifts. (b) NP-2

9 Providing & fixing in position

vertical steel out late gate Rupees Four

including fabrication cutting

5.00 ,welding and two coat oil paint 4892.10 Hundred Nos

and one coat red oxide (prime Ninety Two

coat) greasing ect.complete as and Ten Paise

per drawing or as Only

directed.Rate for one gate (

size 0.45 x1.00 mt)

10 Providing and Filling Ashphalt

of the approved make and Rupees Sixty

sand in the expansion and Eight and

2387.00 68.03 Three Paise

contraction joints in the C.C.

lining including clearing the

joints with air waterjet.

11 Providing videogrphy on the Rupees One

occasion of function or for Thousand

ongoing construction work Two Hundred

1.00 1230.51 Thirty and

including dubbing ,titling etc.

complete including cost of Paise Only

cassate/CD.(b) Up to 4.0 hours

12 Providing & Fixing in position

Signboard of standard size of

1.20 x 0.90 meter with M.S

angle 40mmx40mmx6mm

5.00 with 3mm thick iron plate 3011.30 Eleven and No

including fixing in 1:5:10 Thirty Paise

proportion concrete block size Only

40 cmx40cmx75cm including

painting existing data on the

board etc. complete as directed

Rupees Forty Lakh Fifty Seven Thousand Eight Hundred Seventy and Ninety Three Paise Only

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

Note:-GST as per prevailing rate shall be paid Extra.