Flood restoration Work Of network of kachchh Branch canal 20.670 km to 46.760 km for the year 2025-26

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

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. ErrorswillbecorrectedbytheEmployerforanyarithmeticerrorspursuanttoClau

se 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 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

Item Total Amount

Description of Item

Unit Rate in Rupees

Dismantling the C.C. lining including including

disposing off the dismentalled materials as

directed etc. complete.

A-11(a) 7.5 cm thick lining

Trimming of the canal section manually for preparing

sub grade for laying cement concrete (C.C.) lining in

2 all sorts of soil and murrum including watering and 19062.22 Sqmt 72.80

compacting bed etc. complete.

Providing and Laying HDPE Liner of 750 micron in

3 bed and slopes of canal at required level below 4051.84 Sqmt 200.00

lining as per drawing and as directed etc. complete.

Providing&laying 7.5cms thick cast insitu C.C.

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 16726.57 Sqmt 336.30

surface, making asphalt joints as directed and

watering and curing (without sleepers)withall

lead& lifts etc. complete. (a) 7.5 cm thick lining

Earth work in embankment from borrow pits in

all sorts of soil and soft murrum or other suitable

strata as directed including breaking the clods

5 and dressing to the design sections including 24950.11 Cum 78.00

cutting the proud section with lead as under and

all lift including site clearing etc. complete. (A)

for all canal Capacity

Compaction of earthwork in embankment in

uniform layers of optimum moisture content to

required dry density including watering

rammimg manually etc complete .

Excavation in all sorts of soil (including wet and

slushy condition of soil) with yellow, sandy,

gravelly soil including soft murrum & H.M.

including sorting & stacking and depositing the

excavatedstuff in uniformlayers as and where

directed upto leadof 30m and lift as shown

below including clearing the site etc. compute

(including dewatering)

(A) For all canal capacity

(a) 0 to 3 Mt. depth

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering,scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete without dewatering and excluding the

cost of steel reinforcement. (A) For Footing of

column / Abutment / Pier / Bottom slab of barrel

/ Plinth course / Coping / Approach Slab etc.

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering,scaffolding, compaction by vibrator,

8(B) curing as directed with all lead & lift etc 165.60 Cum 4190.00

complete without dewatering and excluding the

cost of steel reinforcement.

(A) For Footing of column / Abutment / Pier /

Bottom slab of barrel / Plinth course / Coping /

Approach Slab etc.

Providing & Placing in position reinforcement

bars including cutting, bending, welding joints

9 where necessary, hooking etc. complete as per 23.14 M.T 82019.00

drawing for all lead and lifts.

(B) TMT-Fe 500 D

Providing and laying plain/ reinforced cement

concrete lining of Nominal Mix M-15(MSA-20

mm) in bed, side slopes and curvature including

mixing, transporting, placing, vibrating, smooth 2335.65 Sqmt 981.90

finishing, curing including dewatering where

required. (MANUALLY WITH CONVENTIONAL

Desilting of canal/Drain with lead upto 50 meter

and lift upto 1.50 mt including dewatering if any

11 required for following depth etc.complete as 2608.20 Cum 512.60

directed. 23 (B)Slushy muddy condition of

canal/Drain (a)For canal above 500 cusec

Repair and Test for 1 joint for GRP Pipe line

After the Laying Pipe leakage found then repair

on site Calculation including cost repair,

12 Desilting, Dewatering and Excavation work etc. 25.00 Nos. 42000.00

complete as directed by EIC.

(b) 600 mm -1100mm Dia

Providing and supplying Glass fibre reinfor ced

polyesterpipes confirming to BIS -12709 / BIS

14402 with double bellREKA GRP coupling

EPDM rubber gaskets for sealing offollowing

pressure diameter and stiffness class excluding

cost of all material and labour required,

insurance, transportation to store, unloading

and stacking including GST levied by GOI &

GOM in all respect etc. complete.B. Class SN

50006 kg/Cm2900 mm Dia

Lowering, laying and jointing in proper grade

and alignment Pre-Stressed Cement Concrete

Pipes with rubber ring joints including cost of

conveyance from stores to site of works, all

14 labour involved, etc. complete (for all class of 25.00 Mt. 208.00

Dewatering the foundation trenches during

excavation of canals, drains, foundation

tranches, concrete, masonary etc. till

completionanddiversionof surface andsub

15 surface water by using pumps of suitable 185.00 Hp/Hr 45.90

capacity either diesel or electrical driven

including cost of labour, pipelines etc. for

delivery distance beyond 50 meters.