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 : Extension of Drainage Syphon and Restoration Embankment of canal

Slope on LHS of Surat Branch canal At 42.16 RD

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item QTY. ITEM Rate UNIT AMOUNT

1 500.00 Clearing the canal land width including 14.60 Rupees SM

removing the shrub, bushes, cactus, weeds Fourteen and

other vegetation including cutting down Sixteen Paisa

trees upot 0.50cm girth and depositing the only

removed materials outside the canal land

width up to lead of 50 meter as directed etc.

complete.(Without water pool)

2 2.19 Dismentalling the R.C.C. work & 1747.70 Rupees one CM

disposing off the stuff including thousand seven

stacking of the useful materials etc. hundred fourty

complete as directed. seven and

(a) Light reinforcement. (Main bar up to seventy paisa

16 mm dia.) only

3 273.00 Desilting of various structures of canals 233.00 Rupees two CM

and distribution system including hundred thirty

depositing the same as directed with all three only

leads and lifts.

4 133.28 Excavation for foundation in all sorts of soil 81.50 Rupees eighty CM

including yellow, sandy, gravelly soil, soft one and fifty

and hard murrum etc. dry condition paisa only

including depositing the excavated stuff in

uniform layers in banks or as directed etc.

complete for lead up to 1.0 km and lift.( By

machinery)( a ) Above water table

5 59.70 Supplying & Laying trap rubble stone 20 1049.20 Rupees one CM

to 50 Kg. in weiight for toe and core thousand fourty

filling including coveying and stacking nine and twenty

to required line level Slopes section paisa only

including all leads and lifts. Conveying

material from stacks and laying

6 14.93 Providing and laying local sand in canal 549.90 Rupees five CM

section before laying R.C.C. Trough for lead hundred and

up to 10.0 K.M. and all lifts. ninty paisa only

7 28.45 Providing and laying plain/ reinforced 4380.90 Rupees four CM

Design Mix cement concrete of thousand three

various grade with cement, sand and hundred eighty

coarse aggregates including centering, and ninty paisa

shuttering, batching, mixing, transporting, only

placing, vibrating, smooth finishing, curing

etc. complete for all lead and

lift.(Baching Plant Based, Including

10(B) Raft, Bottom slab of barel, footing

of columns, piers, abutment and bottom slab

8 116.00 Providing and placing in position 7194.00 Rupees seven Qtl.

reinforcement bars including cutting, thousand one

bending welding, joints where necessary, hundred ninty

hooking etc. complete as per drawing for four only

all lead and lifts.

9 Providing and laying plain/ reinforced

Design Mix cement concrete of

various grade with cement, sand and

coarse aggregates including centering,

shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing, curing

etc. complete for all lead and

lift.(Baching Plant Based, Including

112.64 10 (D) Walls of barrels, brestwall, 5753.60 Rupees five CM

staunching rings, pedestals of bearing, thousand seven

stoplog piers, well staining, transitionwall, hundred fifty

etc. (iii) M-25 grade. three and sixty

18.21 10 (C) Piers, abutment, wingwalls, headwall, 4976.90 Rupees four CM

returnwall etc. (iii) M-20 grade. thousand nine

hundred seventy

10 60.00 Providing and fixing in position 110 mm dia 263.70 Rupees two Rmt.

PVC pipe weep holes in abutment, wing hundred sixty

wall, and laying training etc. complete three and

11 415.50 Earthwork in embankment using selected 118.10 Rupees one CM

soil,soft & hard murrum excavated from hundred

approved borrow area / village tanks etc eighteen and ten

including breaking clods , dressing to the paisa only

design section with lead up to

Kilometer and all lifts. (By poclane

12 415.50 Compaction of selected soil/hard 10.40 Rupees ten and CM

murrum/soft murrum in even thickness fourty paisa

of 15 to 20 cms including watering only

rolling of suitable capacity etc. complete

13 50.00 Providing and Erecting a "W" metal 4864.70 Rupees four Rmt.

beam CRASH BARRIER comprising of thousand eight

3 mm thick corrugated sheet metal beam hundred and

rail, 70 cm above road/ground level fixed sixty four and

on ISMC series channel vertical post,150 x seventy paisa

75 x 5 mm space 2.00 m centre to only

centre 1.80 m high 1.10 m below

ground/road level fixing at site shall be in

C.C. M-20 block of size 50 x 50 x100 cms

for each post. All steel parts and

fitments to be galvanized by hot dip

process, all fitting to conform IS: 1367 and

IS: 1364 metal beam rail to be fixed on the

vertical post with a spacer of section 150 x

75 x 5 mm 3.30 m long complete as per

MORTH Clause 810.Rates including

providing and fixing 3 mm thick ACM type

reflactor 100 mm wide, type 4, class-B,

High inensity grade sheeting between two

'W' metal beam throught and reflactive

unit at the top of vertical post as per

IRC:67-2012 etc. complete as per detailed

drawing and directed by engineer-in-

charge.(Metal beam crash barrier for

Rupees Twenty one Lac Sixty Six thousand Seven hundred Fifty and Twenty Four paisa 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.

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with brief details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 The labour Cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as

per Govt. G.R. NO.: MIS102010/17/K1 Dated:30/07/2018 as stated in S.O.R.

therefore, in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original

item at the rate of input rate i.e. Rs 5234/MT mentioned in all the tender.

Signature of Contractor Deputy Executive Engineer Executive Engineer

Dam Sub Division Surat Canal Division