Flood Damage Restoration Work Of Radhanpur Branch Canal Slice-2 And It s Network for year 2026

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 forbidding. 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. ErrorswillbecorrectedbytheEmployerforanyarithmeticerrorspursuantto

Clause29oftheInstructionstoBidder.

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.

BILLOF QUANTITIES

(Attached Separately)

(A) For Percentage Rate Tender (For upto INR 50 Cr.):

Name of Work: Flood Damage Restoration Work Of Radhanpur Branch Canal Slice-2 And

Its Network for year

Item. Description of item Total Unit Rate Amount

1 (a) Clearing silt from canal /drain bed by digging 13021.47 cum 236.70

the same to the required bed level and gradiant

incl. depositing the excavated earth regularly in

spoil bank for utilising the same for preparing

the bund after breaking clods as and where

directed for lead up to 200 m & lift up to 3 m as

under (excluding weed cutting).

(d) For canal above 500 Cusecs.

1 (b) Additional Lift For 3.0 mt. 4090.44 cum 29.50

1 (c) For canal 20 to 250 Cusecs. 19649.24 cum 177.50

1 (d) For canal below 20 Cusecs. 1924.09 cum 147.90

2 Desilting of canal/drain with lead upto 50 meter 2870.31 cum 349.50

and lift upto 3.0m including dewatering if any

required for following depth etc. complete as

(B) Slushy & Muddy Condition of Canal /Drain

(C ) For canal 20 to 250 Cusecs.

3 (a) Dismantling the C.C. lining including disposing

off the dismentalled materials as directed etc.

7.5 cm Thick lining 23904.34 Sqmt. 86.50

3 (b) 10 cm Thick lining 3943.50 Sqmt. 115.50

4 Trimming of the canal section manually for 27847.84 Sqmt. 72.80

preparing subgrade for laying cement concrete

lining in all sorts of soil and murrum including

watering and compacting bed etc. complete.

5 Providing & laying 7.5 cms thick cast insitu C.C. 23904.34 Sqmt. 344.10

1:2:4 grade with the use of crushed aggregates

for canal lining works incl. use of all

equipments, scaffolding, centering form work

etc. with finishing as required to the exposed

surface, makingasphalt joints as directed and

watering and curing (without sleepers)with all

lead & lifts etc. complete.

(b)7.5 cm thick lining

6 Providing & laying 10 cms thick cast in situ 3943.50 Sqmt. 419.60

C.C.1:2:4 grade with the use of crushed

aggregates for canal ling works incl. use of all

equipments,scaffolding, centering form work

etc, with finishingas required to the exposed

surface, makingasphalt joints as directed &

watering & curing(without sleepers) with all

lead and lifts etc.complete.

7 Earth work in embankment from borrow pits in 23223.80 cum 88.00

all sorts of soil and soft murrum or other

suitable strata as directed including breaking

the clods and dressing to the design sections

including cutting the proud section with lead as

under and all lift including site clearing etc.

(A) For all canal capacity

8 Extra lead charges for each additional km lead 23223.80 cum 51.00

or part thereof beyond 1.0 km and upto 5.0 km

for embankment work including all lifts etc.

= 3 km lead * 17 Rs.

9 Compaction of earthwork in embankment in 23223.80 cum 8.42

uniform layers of optimum moisture content to

require dry density including watering,

ramming manually etc complete.

10 Providing and laying CC 1:2:4 grade using 314.70 Cum 5053.10

cement, sand & crushed metal incuding

providing & erecting necessary form work,

centering, vibrating, smooth finishing,watering

& curing as directed with all leads & lifts etc.

(a) Super structures

11 Excavation inall sortsof soil (includingwet and 10647.46 Cum 92.00

slushy condition of soil) with yellow, sandy,

gravelly soil including soft murrum & H.M.

including sorting & stacking and depositing the

excavated stuff in uniform layers as and where

directed upto lead of 30m and lift as shown

below including clearing the site

etc.compute(including dewatering).(A)For all

(c) 6 to 9 Mt. depth

12 Dismentalling the Existing RCC pipes including 15.00 Rmt. 363.50

shorting out and staking of usefull

material(pipe) up to 200 mt. as directed as

(ii) 450 mm to 600 mm Diameter

13 Providing and fixing in position ( different 15.00 metre 2039.60

diameter ) I.S.,NP-3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion,using jute string soaked in cement

slurry, finishing joints and laying pipes to the

designed grade and levels, curing etc. complete

for all leads and lifts.

NP-3 class 600 mm dia pipe.

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 Net Net In words In words

(A)Total Tendered Amount

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

(C)Net Tendered Amount(A-B)(infigure)………………………………

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.

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 asper

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 in put rate mentioned in all the tender.