Construction of Lilapir Checkdam across Shingoda River near Village Dudana, Taluka:- Kodinar, District:- Gir Somnath.

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

BILL OF QUANTITIES

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

Sr. Description of Item (with brief specification and reference Quantities Rate Amount

No. to book of specifications) (Without GST) (Without GST)

1 Excavation in all sort of strata and formations incl. depositing the 12597.00 Cum 79.00

unuseful excavated stuff as and where directed incl sorting and

stacking useful materials as directed upto 200 mt lead and all lift

etc. complete incl. dewatering.(A) IN OVERBURDEN INCL.

2 Prov. & Laying in position cement concrete using cement , sand 4558.00 Cum 3423.00

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

OF WALL ETC.4/C) Controlled Concrete grade M-15 and MSA-

3 Providing,cutting,bending,binding and fixing in position as per 56.9318 MT 76574.00

drawing .TMT BAR , reinforcement for R.C.C. works and anchor

bars incl cost of black annealed 16 to 18 BWG M.S.. Wire

etc.complete with all lead and lift. (B) Fe-500

4 Back filling with appropriate excavated material behind the 262.00 Cum 84.00

structures or refilling the trenches with excavated useful

material including watering ramming, consolidation etc complete

with all lead and lift.

5 Providing and laying STONE LOANCHING APRON by using 2886.00 Cum 765.00

50% stone which having weighing not less than 40 Kg or as

specified incl hand packing and filling the interstices by spouls

etc complete with all lead and lift.

6 Providing and placing in position by cranes/manual, 1735.00 Sq.m 1846.00

mechanically doubly twisted highly galvanized, without PVC

coating "GABIONS" of size mention below, made of mesh size

10x12mm woven wire as per ASTMA-975-97 including providing

and laying stones of size not less than 25 kg in the gabions and

arranging the same as instructed in the breached section or

such other locations/ structures,etc complete incl dressing the

slope,minor earth filling.1.0x1.0x0.6mt (Total weight=999.00 Kg )

7 Providing and laying graded filters of sand,gravel/metal and 705.00 Cum 530.00

over size metal ( 100 to 150 mm) behind the retaining wall &

wing walls as directed as per approved drawing with all lead

and lifts etc complete.

8 Providing and fixing in position 100/110 mm dia PVC Pipe weep 63.00 Rmt 358.00

holes in the retaining walls/sidewall/abt etc

9 Providing and fixing in position white marble plate of size 1.00 No 1350.00

45x45x1.8 cm incl ingraving the letters as per drawing/as

directed etc complete.

10 Videography and Photography of proposed checkdam including 1.00 Ls 5000.00

initial work, intermidiate work and final work photo and video.

11 Jungle Clearance of specified category and bushes for 6000.00 Sq.m 4.10

canal/dam work as directed with depositing materials etc

completing. (Excluding tree of girth above 0.5 mtr) (A) Upto

years old ,© for heavy dense

12 Dismantling C.C foundation or flooring sorting & stacking useful 486.00 Cum 828.00

and unuseful material in lead upto 200m as directed etc

13 Care & diversion of river/creek incl. required dewatering during 27218863.77 Job 0.01

construction of earthen dam, C.O.T. and allied works as

prescribed and directed 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