Construction Of Two New Checkdam At Village Kodiya & Vadviyala Taluka Gir Gadhada And One Construction Of Checkdam Cum Causeway At Village Ramrechi In Talala Taluka 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. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedge sand sledge hammers, or the use of

compressed air drilling for its removal, and which cannot be extracted by

ripping with attract or of at least 150 kw with a single rear mounted heavy

BILL OF QUANTITIES

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

Description of Item (with brief CD-1 CD-2 Causeway Quantities Rate

specification and reference to Qty Qty Qty Unit (Without

No. (Without GST)

book of specifications) (Kodiya-3) (Vada (Ramrechi) GST)

Excavation for deepening of 4860.000 5280.000 0.000 10140.00 Cum 68.00

pond/check dam including

depositing excavated material

Lead up to 1 Km. With all lift.etc

complited as per instruction of

engineer in charge.

Excavation depositing directed in 4710.560 4017.870 154.720 8883.15 Cum 79.00

the incl all sort unuseful sorting

and of strata excavated stacking

and stuff formations as useful and

2-A as directed upto 200 mt lead and

all lift etc. complete incl.

materials dewatering. A) IN

OVERBURDEN INCL. HARD

Excavation depositing directed in 4436.15 3783.82 1392.51 9612.48 Cum 176.00

the incl all sort unuseful sorting

and of strata excavated stacking

2- and stuff formations as useful and

B as directed upto 200 mt lead and

all lift etc. complete incl.

materials dewatering. B) IN SOFT

Prov. & Laying in position cement 3693.58 4099.75 0.00 7793.33 Cum 3423.00

concrete 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 OF WALL

ETC.4/C) Controlled Concrete

grade M-15 and MSA-40mm

Providing and fixing in position 113.00 121.86 259.20 494.06 Rmt 358.00

100/110 mm dia PVC Pipe weep

holes in the retaining

walls/sidewall/abt etc

Providing and fixing in position 1.00 1.00 0.00 2.00 No 1350.00

white marble plate of size

5 45x45x1.8 cm incl ingraving the

letters as per drawing/as

directed etc complete.

Providing,cutting,bending,bindin 30.78 29.63 96.41 156.82 MT 76574.00

g and fixing in position as per

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

Providing and laying graded 403.34 357.60 51.80 812.74 Cum 530.00

filters of sand,gravel/metal and

over size metal ( 100 to 150 mm)

7 behind the retaining wall & wing

walls as directed as per

approved drawing with all lead

and lifts etc complete.

Providing and laying dry rubble 236.80 250.56 188.00 675.36 Sqmt 723.00

pitching with 20 cms

gravel/metal and 20 cms sand

layers as base of inverted graded

8 filter and without header stone

but incl.hand packing trimming &

dressing of slopes etc

complete.b) 45 cms thick stone

Back filling with selected earth 1336.70 728.88 654.12 2719.70 Cum 141.00

brought from out side borrow

area or from excavated useful

9 material incl. watering ramming,

Compaction with pneumatic

temping and all lead and lift etc

Providing and laying STONE 1474.20 1056.00 0.00 2530.20 Cum 765.00

LOANCHING APRON by using

50% stone which having

10 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.

Providing and laying 15cm thick 892.62 1013.76 0.00 1906.38 Sqmt 166.00

STONE SOLING below apron

using stone weighing not less

than 20 Kg or as specified as per

design and drawing incl hand

packing etc complete with all

Care & diversion of river/creek 18374641.92 19139290.92 19911893.28 57425826.12 Job 1%

incl. required dewatering during

construction of earthen dam,

C.O.T. and allied works as

prescribed and directed etc.

Stripping the seat of dam in all 0.00 0.00 749.00 749.00 Cum 41.00

sorts of soils including soft murrum

and hard murrum,and including

13 depositing the materials as &

where directed for dam seat &

inspection road etc with lead upto

1.0km and all lifts etc complete.

Providing & Laying in position 0.00 0.00 111.32 111.32 Cum 3544.00

controlled cement concrete using

cement sand & crushed metal

aggregate by machine mix incl.

necessary formworks ,compaction

14 by mechanical vibrator curing as

directed with all lead and lift etc

complete. Excluding the cost of

steel . For foundation concrete.C)

Concrete grade M-15 and MSA-

Providing & Laying in position 0.00 0.00 1635.98 1635.98 Cum 4729.00

controlled cement concrete using

cement sand & crushed metal

aggregate by machine mix incl.

necessary formworks, compaction

by mechanical vibrator curing as

directed with all lead and lift etc

complete. Excluding the cost of

steel. training wall, side wall and

general purpose.C) Concrete

grade M-20 and MSA-

Providing & Laying in position 0.00 0.00 447.72 447.72 Cum 5339.00

controlled cement concrete using

cement sand & crushed metal

aggregate by machine mix incl.

16 necessary formworks compaction

by mechanical vibratoer curing as

directed with all lead and lift etc

complete. Excluding the cost of

steel.(iii) For pier concrete,K)

Concrete grade M-25 and MSA-

Providing and laying dry rubble 0.00 0.00 180.00 180.00 Sqmt 253.00

stone pitching without base

inverted filter/murrum bedding and

17 header stone including hand

packing & trimming & dressing

slopes etc complete.b) 23 cms

thick stone pitching

Prov. & Laying. in position 0.00 0.00 259.00 259.00 Cum 4540.00

controlled cement concrete using

cement, sand and crushed metal

aggregate by machine mix for

R.C.C work incl. necessary

formworks, centering, scaffolding,

compaction by mechanical

vibrator,curing as directed with all

lead & lift etc complete Excluding

the cost of reinforcement.2/c)

Concrete grade M-20 and MSA -

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