Connecting Lunichana Distry with dehgam tank, Najupura Distry nwith shabdalpura and gotarka minor 2 with goataraka tank nearest village for Enhancing safety of Radhanpur Sub branch Canal Network

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 providea common basis forbidding. The basis ofpaymentwill 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 ratesand 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 sofar

as it is otherwise provided under the Contract, include allconstructionalplant,

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. TheratesandpricesshallbequotedentirelyinIndian 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

Clause29 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 duty ripper.

BILLOF QUANTITIES

(A) Percentage Rate Tender(Upto INR 50Cr.)

Name of work:- "Connecting Lunichana Distry with dehgam tank, Najupura Distry

nwith shabdalpura and gotarka minor 2 with goataraka tank nearest village for

Enhancing safety of Radhanpur Sub branch Canal Network"

Description of Item (with brief

specification and reference to Quantity Unit Amount

book of specifications)

Jungle clearance of specified category

and bushes for canal/dam work as

1 directed with disposing materials etc. Hact 1.47 11552.00

complete. (Excluding tree of girth above

0.5 Mt.) (A) Light Dence

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 and

2 dressing to the design sections cum 252.00 78.00

including cutting the proud section with

lead as under and all lift including site

clearing etc. complete.(c) 200 to

Dry rolling of earth work with light rollers

3 (upto 2 ton capacity) as directed with all cum 252.00 7.20

lifts 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 excavated

stuff in uniform layers as and where

directed upto lead of 30 m and lift as

shown below including clearing the site

etc. compute (including dewatering).(a)

Backfill with selected earth including

ramming consolidation including

5 watering with lead as under and all lifts cum 4219.86 70.00

etc. complete.(c) 200 to 1000 m

Providing and laying CC 1:2:4 grade

using cement, sand & crushed metal

incuding providing & erecting

6 necessary form work, centering, cum 8.58 4762.1

vibrating, smooth finishing, watering &

curing as directed with all leads & lifts

etc. complete.(Cement level-300 kg)

Providing and laying RCC 1:1.5:3 grade

by using cement, sand and crushed

metal for different items like copping

work, pier cap, abutment cap, Wearing

coat, Skin concrete, Solid slab upto

cm. thick, Barrel of canal syphons,

barrel of R.C.C. through, & beams for

foundation and super structure as per

approved design incl. providing

necessary centering, shuttering and

form work, vibrating, smooth finishing,

watering and curing as directed with all

leads and lifts etc. comp.(Cement level-

Providing and laying HYSD/TMT Fe-

415,500D steel bar reinforcement for

R.C.C. works and anchor bars with

providing binding wires including

cutting, bending, welding, binding in

position, hooking, placing in position

with all leads & lifts etc. complete.©

Providing and fixing in position 450 mm

wide steps ( for ladder) of 28mm

diameter bars at a spacing of 30 cm c/c

with M.S. angle frame of 40x40x6 mm

size including painting the same with

two coats of oil paint etc. complete.

Providing, Supplying, Laying & Fixing in

position under ground R.C.C. hume

pipe of NP 3 class as per I.S.I.

Standered specification of prescribed

diameter incl. filling the joints & with

10 providing necessary collars with m 10.00 2202.70

cement mortar of proportion C.M. 1:1

inclusive of testing for leakage and

working pressure as directed with all

cost of materials & labour for all leads

and lifts etc. complete.(C) 600 mm Dia.

Providing and supplying in standard

length ISI mark rigid unplasticised PVC

pipes suitable for potable water with

ringfit, joint. Including cost of rings as

per IS specification No. 4985/1988

including all local and central taxes.

Transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the site of work and

including cost of jointing materials etc.

complete.a) 315 mm Test Pressure

Lowering, laying,fixing and jointing

unplasticised PVC pipes and specials

of following class and diameter

12 including cost of conveyance including m 2930.00 69.00

cost of labour, material, cement

solvent, giving satisfactory hydraulic

testing as per ISI code. a) 315 mm

Providing and supplying C.I. Air valves

of approved make and quality of

following class and dia. Including all

taxes, insurance, transportation, freight

13 charges, octroi, inspection charges Nos 6.00 3660.00

loading, unloading, conveyance to site

of work, stacking, etc. complete. Air

valves Doulbe Acting ( DS-2) type (a)

Providing, supplying, lowering and

fixing at site of work including freight,

loading unloading, stacking, insurance,

including all necessary jointing material

14 such as rubber ring, fixing Nos 6.00 113.00

solution,including hydraulic testing etc.

and all taxes etc complete. A) Reduceri

) SIZE (160 X 110) (UPVC)(UP-

B) UPVC Tee (Moulded)

i ) SIZE (315X160)(UP-8,(II)(B)(vi)

Lowering, laying and jointing in position

following C.I./D/F Reflux valves,

butterfly valves, sluice valves and air

valves including cost of all labour,

16 jointing material, including nut bolts and Nos 6.00 411.00

giving satisfactory hydraulic testing, etc

complete.Air valves Doulbe Acting (

DS-2) type (a) 80 mm dia.

Providing and supplying following

diameter ISI mark G.I. pipes with

coupling of medium duty and including

all taxes, insurance, transportation,

freight charges, octroi, inspection

charges, loading unloading,

conveyance to site of work, stacking

etc. complete. (IS-1239) 80mm