Strengthening Of Spillway Portion And Raising With Modification Of Guide Bund At Fodala Scheme.

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 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 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 voids or

quarry spalls shall be taken by contractor. The excavated hard rock issued fully

on fully on USR to contractor.

BILL OF QUANTITIES

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

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book figures

of specifications)

1 Jungle clearance of specified 151620.00 Sqmt. 4.10

category and bushes for canal/dam

work as directed with depositing

material etc complete.

(Excluding tree of grith above

mt).(Upto 2 YEAR (C) For Heavy

2 Excavation in all sort of strata and

formations incl. depositing the

unuseful excavated stuff as and

where directed incl sorting and

stacking useful materials as

directed upto lead upto 200 mt and

all lift etc. complete incl.

(A) In Overburden Incl. HARD 1890.00 Cum 79.00

(B) In SOFT ROCK 9700.00 Cum 176.00

3 Excavation of HARD ROCK by using 38790.00 Cum 716.00

rock breaker only and without using

any type of explosive and removal of

material by means of wedging and

chiseling including depositing the

excavated stuff as and where

directed with 200 mt lead and all lift

including sorting and stacking of

useful materials as directed etc

4 Earthwork with selected earth 8680.00 Cum 295.00

brought from out side borrow area

including watering ramming,

Compaction with slope compactor

roller in uniform layer of specified

thickness (up to 20cm) as directed

by engineering incharge and all lead

and lift etc complete.

5 Dismantling Stone/brick Masonry & 33.00 Cum 616.00

Stacking of useful and unuseful

material from the dismantled

materials as directed etc complete.

(a) In cement mortar

6 Prov. & Laying in position 610.00 Cum 3816.00

"NOMINAL MIX' cement concrete

using cement, sand and crushed

aggregate by mass and machine mix

for C.C. work incl. necessary

formworks centering scaffolding

compaction by mechanical

vibrator,curing as directed with all

lead & lift etc complete.(FOR

GENERAL PURPOSE)

C) Concrete grade 1 :2 :4 and MSA-

7 Prov. & Laying in position 800.00 Cum 5267.00

Controlled cement concrete using

cement, sand and crushed aggregate

by mass and machine mix for

R.C.C/C.C. work including

necessary formworks centering

scaffolding compaction by

mechanical vibrator,curing as

directed with all lead & lift etc

complete. Excluding the cost of

reinforcement(FOR COLUMN AND

BEAM) A) Concrete grade M-25 and

8 Providing,cutting,bending,binding 43.00 M.T. 76574.00

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

BWG M.S .. Wire etc.complete with

all lead and lift. (B) Fe500

9 Providing and laying 45cms Thk 3030.00 Sqmt. 773.00

rubble pitching with 20 cms

murrum and 20 cms sand layers as

base of inverted graded filter and

without header stone but incl.hand

packing trimming & dressing of

slopes etc complete.

10 Dewatering of foundation area, pits 2250.00 Hp/ 27.00

& trenches of head works and allied Hr

works with diesel or electrical

pumping arrangement incl cost of

pipe lines, other materials, labors

etc complete as directed with all

11 Providing epoxy plaster 6 to 8mm 150.00 Sqmt. 2483.00

min.thickness incl filling of all

potholes/ditches with epoxy

mortar upto req. depth by using

resin:hardner:aggregates

confirming to IS-9162 in proportion

0.7:0.3:6.5, by weight on exposed

damaged old and rough surface of

spillway/canal strs with proper

application of necessary primer

coat of resin and hardener in

proportion of 2:1 by weight

confirming to IS-9197 to give

proper bond between old surface

and epoxy plaster incl necessary

cleaning, cheeping of old surface

incl scaffolding, tools bars for the

job with labor incl all lead and lift

etc complete in all condition dry and

Total Amount :-

Total Amount :-

In words (Four Crore Fifty Four Lac Forty Two Thousand One Hundred Fifty Two

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. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No. specification and reference to book figures

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 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 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

Salinity Control Division