Construction of Canal Syphon, HR cum Fall Structures at Ch.620m of Pigut RBMC, Netrang Di.Bharuch

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 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. 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 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.

BILL OF QUANTITIES

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

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

No specification and reference to figures

book of specifications)

1 Clearing the canal Banks outer and

inner Slopes by Jungle Cutting,

removing Vegetation, Ghabajaria,

Trees etc. along with burning it's and 26400.00 Sqmt. 10.30

carrying away as and where required

and as directed etc. completed by

2 Dismantling the CC (Lining) including

disposing off the dismentalled materials

as directed etc complete 7.5cm. 2418.00 Sqmt. 86.50

3 Clearing the silt from the canal/drain

bed by a digging the same to the

required bed level and gradient

including depositing the excavated

earth regularly in spoil bank for

utilizing the same preparing the banks

after breaking clods as and where

directed for all leads and lifts G-1(A) a

For Canals Between 21 to 250 Cusec.

& 0 to 1.5 m lift.

4 Earth work in embankment using

selected soil, soft & hard murrum

excavated from approved borrow area /

village tanks etc. Including conveying,

spreading in uniform layers, breaking 725.40 Cmt. 110.80

clods and dressing to the designed

canal section etc. with lead upto 2 Km

and all lifts (for canals having capacity

up to 300 Cusec) ( By Machinery ).

5 Compaction for making embankment

for canal by laying in regular layers of

15 cm in thickness including breaking

clods to 25 mm size incl. light rolling 929.70 Cmt. 27.70

by suitable rollers with slight watering

to facilitate rolling and dressing the

side slopes etc.

Trimming of the canal section manually

6 for preparing subgrade for laying

cement concrete lining in all sorts of

soil and murrum including watering

and compacting bed etc. complete.

7 Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

20 mm) in bed, side slopes and

curvature including batching, mixing,

transporting, placing, vibrating, smooth 2340.00 Sqmt. 327.90

finishing, curing including dewatering

where required. (MACHINERY

BASED by "FLORI" - WITHOUT

PAVER, WATER CURING) 7.5 cm

thick lining in Bed / Slope.

8 Providing and filling the polysulphide

joint sealant of the approved make in

the expansion and contraction joints in

the c.c. lining including clearing the

joints with air water jet.

9 Dismantling the existing stone masonry

including sorting out and stacking the

useful material and removing the debris

and making good the damages etc.

complete as directed. In Cement Mortar

10 Dismantling the existing foundation

concrete including sorting out the

dismentalled stuff and stacking the

useful material, removing the debris

and making good the damages etc.

complete as and where directed.

Cement Concrete

11 Dismantling the R.C.C. work and

disposing off the stuff including

stacking of the useful materials etc. 1.28 Cmt. 1732.80

complete as directed. Light

Reinforcement (Main bar upto 16mm

12 Dismentalling the existing R.C.C. pipes

of the following diameter including

sorting out and stacking of the useful 10.00 Rmt. 577.60

materials including refilling the

trenches etc. complete as directed. NP2

450 mm to 600 mm dia

13 Dismentalling the existing R.C.C. pipes

of the following diameter including

sorting out and stacking of the useful 20.00 Rmt. 866.40

materials including refilling the

trenches etc. complete as directed. NP2

650 mm to 900 mm dia

14 Excavation for foundation in all sorts of

soil including yellow sandy gravelly 323.60 Cmt. 107.80

soils, soft & hard murrum etc. in dry

condition including depositing the

excavated stuff in uniform layers in

banks or as and where directed etc.

complete for lead up to 500m and all

lift. (BY MACHINERY) including

15 Providing & Laying in position

"NOMINAL MIX" cement concrete

using cement, sand and crushed

aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary

formworks centering, scaffolding,

compaction by vibrator, curing as

directed with all lead & lift etc

complete Without Dewatering and

excluding cost of steel reinforcement.

(A) For Foundation concrete / General

purpose (c) C. C. Nominal Mix, M-15

16 Providing & Laying in position with

Batch Mix Plant & Transit Mixer

"DESIGN MIX" cement concrete using

cement sand and crushed aggregate for

C.C./ R.C.C work 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. (f) Concrete grade

M-25 and MSA-40 mm

17 Providing & Laying in position with

Batch Mix Plant & Transit Mixer

"DESIGN MIX" cement concrete using

cement sand and crushed aggregate for

C.C./ R.C.C work 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. (E) For Column / Beam

/ Solid Slab of Road Bridge / Barrel /

Cutoff wall etc. M-25 and MSA-20 mm

18 Providing & Laying in position with

Batch Mix Plant & Transit Mixer

"DESIGN MIX" cement concrete using

cement sand and crushed aggregate for

C.C./ R.C.C work 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. (B) For Pier and

Abutments / Wing wall / Head wall /

Return wall / Dowel wall etc. (i)

Concrete grade M-20 and MSA-20 mm

19 Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where 9.10 MT 82019.00

necessary, hooking etc. complete as per

drawing for all lead and lifts. TMT /

20 Providing and fixing in position

(different 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.

21 Providing and fixing in position (

different 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.

22 Providing and fixing in position

mm wide steps (for ladder) of 28 mm

diameter bars at a spacing of 30 cm c/c No. of

with M.S. bar 40x40x6 mm size angle steps

including painting the same with three

coats of paint etc. complete. As

directed & as per drawing.

23 Providing and fixing steel grill over

canal syphon well as directed etc. 1768.80 Kg 67.90

complete as per drawing.

24 Back filling the foundation trenches

around the structures etc with selected

excavated stuff including watering,

ramming, compacting etc. complete.

25 Earth work in embankment using

selected soil, soft & hard murrum

excavated from approved borrow area /

village tanks etc. Including conveying,

spreading in uniform layers, breaking

clods and dressing to the designed

canal section etc. with lead upto 2 Km

and all lifts (for canals having capacity

up to 300 Cusec) ( By Machinery )

26 Providing and fixing in position 1.80 m

high above finished ground level canal

data boards of standard size 1.20m x

0.90m with M.S. angle 40mm x 40mm

x 6mm with 3mm thick iron plate in

1:5:10 proportion concrete block size

40cm x 40cm x 75cm including

painting existing data on the board etc.

complete as directed.

27 Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

20 mm) in bed, side slopes and

curvature including batching, mixing,

transporting, placing, vibrating, smooth

finishing, curing including dewatering

where required. (MACHINERY

BASED by "BATCH MIX PLANT &

TRANSIT MIXER" - WITHOUT

PAVER MEMBRANE CURING)

10cm thick lining in Bed / Slope.

28 Providing and laying 230 mm thick

pucca rubble pitching in cement mortar

in 1:5 proportion with the surface 266.20 Sqmt. 767.80

pointed with cement mortar of 1:3

proportion including curing etc

complete for all lead and lifts.

29 Manufacture, supply and erection of

vertical gate considering gate leaf,

stiffeners, rubber seal, embedded parts

as shown in drawings including cost if

materials, fabrication, painting, erection

in position with all accessories second

stage concreting etc complete as per

drawings and specifications. Gate Size

- Open Type Gate -0.80X0.80

I/We/am/are willing to carryout 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 Quantity Unit Rate Amount

No (with brief specification

and reference to book In In

of specifications) figures Words

(A)Total Tendered Amount

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

(C)Net Tendered Amount (A-B) (in figure)………………………………

1 The Contractor shall exhibit a board with brief 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 Analysis Standard Cement Consumption has been taken as

per Govt. 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.

Sign Of Contractor Deputy Executive Engineer Executive Engineer

Dholi Irrigation Subdivision Irrigation Project Division No.4

Rajpardi Rajpipla