Construction Of Two New Checkdam At Village Nana Samadhiyala Taluka Gir Gadhada & Ambaliyala Taluka Veraval In Gir Somnath District.

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 other wise provided under the Contract, include all construction al

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

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 material sare 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 it emin the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for this work. For building works specifications for building are to

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

Clause 29 of the Instructions to Bidder.

10. Item Of excavation in Hard rock is to be operated as per tender item and hard

rock received shall be issued to contractor at the SOR rate Rs.224.08 per cum

as per operated quantity. The Royalty if any shall be paid by contractor on such

quantity of hard rock to relevant department the stuff of hard rock irrespective

of void or quarry spalls shall be taken by contractor. The excavated hard rock

fully on UCR to contractor.

BILL OF QUANTITIES

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

CD-1 CD-2 Total

Description of Item (with brief Rate

Sr. Quantities Quantities Quantities Amount

specification and reference to book of Unit (Without

No. (Nana (Ambaliyala) (Without GST)

specifications) GST)

Dismantling C.C. foundation or flooring 101.000 0.000 101.00 Cum 828.00

sorting & stacking useful and unuseful

material in lead upto 200 mt as directed

Excavation in all sort of strata and 1009.000 66.700 1075.70 Cum 79.00

formations incl. depositing the unusefull

excavated stuffas and where directed incl

2-A sorting and stacking useful materials as

directed up to 200 m. lead and all lifts etc.

complete incl. dewatering.(A) IN

OVERBURDEN INCL. HARD MURRUM.

Excavation in all sort of strata and 1514.00 1267.380 2781.38 Cum 176.00

formations incl. depositing the unusefull

excavated stuffas and where directed incl

2-B sorting and stacking useful materials as

directed up to 200 m. lead and all lifts etc.

complete incl. dewatering.(B) IN SOFT

Providing,cutting,bending,binding and 12.53 13.590 26.12 MT 76574.00

fixing in position as per drawing .TMT BAR

, reinforcement for R.C.C. works and

anchor bars incl cost of black annealed

3 to 18 BWG M.S.. Wire etc.complete with

all lead and lift.

Prov. & Laying in position cement concrete 1385.00 1179.180 2564.18 Cum 3423.00

using cement , sand and crushed metal

coarse aggregate by mass and machine

mix for PCC/RCC including necessary

formworks compaction by vibrator,curing

as directed with all lead & lift etc complete.

(Excluding cost of steel ) FOR .BODY

WALL, APRON, TRAINING WALL, SIDE

WALL, SPLAY WALL, KEY WALL, CUT

4/C) Controlled Concrete grade M-15 and

Providing and fixing in position 100/110 39.68 17.000 56.68 R.M. 358.00

mm dia PVC Pipe weep holes in the

5 retaining walls/sidewall/abt etc

Back filling with appropriate excavated 460.00 0.000 460.00 Cum 84.00

material behind the structures or refilling

the trenches with excavated useful

6 material including watering ramming,

consolidation etc complete with all lead

Providing and laying dry rubble pitching 208.00 86.400 294.40 Sqmt 723.00

with 20 cms gravel/metal and 20 cms

sand layers as base of inverted graded

7 filter and without header stone but

incl.hand packing trimming & dressing of

slopes etc complete.

B) 45 cms thick stone pitching

Providing and laying graded filters of 20.00 8.880 28.88 Cum 530.00

sand,gravel/metal and over size metal (

8 100 to 150 mm) behind the retaining wall

& wing walls as directed as per approved

drawing with all lead and lifts etc complete.

Providing and fixing in position white 1.00 1.000 2.00 No 1350.00

marble plate of size 45x45x1.8 cm incl

9 ingraving the letters as per drawing/as

directed etc complete.

Excavation for deepening of pond/check 7223.00 652.800 7875.80 Cum 68.00

dam including depositing excavated

10 material Lead up to 1 Km. With all lift.etc

complited as per instruction of engineer in

Providing and laying STONE LOANCHING 252.00 0.000 252.00 Cum 765.00

APRON by using 50% stone which having

11 weighing not less than 40 Kg or as

specified incl hand packing and filling the

interstices by spouls etc complete with all

Care & diversion of river/creek incl. 7029253.66 5436842.520 12466096.18 Job 0.01

required dewatering during construction of

Body wall and allied works as prescribed

and directed etc. complete.

Dismantling of RCC work viz. slab, beam, 0.00 260.800 260.80 Cum 1362.00

lintel, barrel, staircase, etc. including

removing the steel from the dismantled

13 portion without damage to reinforcement

sorting and stacking of useful and unuseful

material from the dismantled material as

directed etc comp.

Back filling with selected earth brought 0.00 88.940 88.94 Cum 141.00

from out side borrow area excavated

14 useful material including watering

ramming, consolidation by hand temping

and all lead and lift etc complete.

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

(B) For Item Rate Tender (For Above INR 50 Cr. )

Description of Item (with brief

specification and reference to book Quantity Unit Amount

of specifications)

(A) Total Tendered Amount

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

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

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 made.

2 The labourcess 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 Analys` is Standard Cement Consumption has been taken as per Govt. G.R.: No. MIS 102010/17/K1, dtd.

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 mentioned in all the tender.

Signature of Contractor Executive Engineer

Gir Somnath Irrigation Division