Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of work - Construction of new CC Lining with Restoration work of 14/L SM & Canal

Syphone at Ch. 23250 ft. of Uttarsanda Distry.

Item Item of work Unit Qty. Rate Amount (Rs.)

Clearing the shrubs, like akadas, weeds and other

vegetables including depositing the same outside

1a and burning etc. complete from canal bed, top and Km 0.64 5776.00

both slopes of the banks, for canal with discharge.

(a) For Canals Below 20 Cusecs

Clearing the shrubs, like akadas, weeds and other

vegetables including depositing the same outside

and burning etc. complete from canal bed, top and

1b both slopes of the banks, for canal with discharge. Km 0.24 8664.00

(b) For Canals Between 21 to 250 Cusecs

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. For Canals

Below 20 Cusec. & 0 to 1.5 m lift.

Dismantling the existing brick masonry including

sorting out and stacking the useful material and

3 removing the debris and making good the damages Cu.M 102.00 750.90

etc. complete as directed. In Cement Mortar

Dismantling the existing RCC Pipes including sorting

out and stacking of the useful materials of the

4a following diameters including refilling the trenches Meter 7.50 1270.70

etc. complete as directed. (i) NP-2 Pipes For

Dismantling the existing RCC Pipes including sorting

out and stacking of the useful materials of the

following diameters including refilling the trenches

4b etc. complete as directed. (i) NP-2 Pipes For 450 mm Meter 17.50 577.60

Dismantling the existing RCC Pipes including sorting

out and stacking of the useful materials of the

following diameters including refilling the trenches

4c etc. complete as directed. (i) NP-2 Pipes For 150 mm Meter 5.00 346.60

Item Item of work Unit Qty. Rate Amount (Rs.)

Removing of exiting disturbed C.C. Block lining

including opening of joints, stacking the same and

5 disposing of stuff as directed etc. complete with all Sq.M 984.00 29.90

leads and lifts.

Excavation for foundation in all sorts of soil inclu.

yellow sandy gravelly soils, soft & hard murrum etc.

in dry condition inclu. depositing the excavated stuff

6 in uniform layers in banks or as and where directed Cu.M 205.00 102.40

etc. complete for lead up to 500 m and all lift. (BY

MACHINERY) Excluding dewatering

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 and

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. (B) For Pier and

Abutments / Wing wall / Head wall / Return wall /

Dowel Wall etc. (g) Concrete grade M-15 and MSA-

Providing and placing in position reinforcement bars

including cutting, bending, welding, joints where

9 necessary, hooking etc. complete as per drawing for Qtl 46.00 7194.00

all leads and lifts. (b) TMT bars

Providing and fixing in position(different diameter)

NP-2 RCC pipe with colllar including filling and

caulking the joints with cement mortar 1:1

10a proportion, finishing to design grade and levels Meter 17.50 1366.60

curing etc. complete for all leads and lifts. NP-2 class

600 mm dia pipe

Item Item of work Unit Qty. Rate Amount (Rs.)

Providing and fixing in position(different diameter)

NP-2 RCC pipe with colllar including filling and

caulking the joints with cement mortar 1:1

10b proportion, finishing to design grade and levels Meter 5.00 635.70

curing etc. complete for all leads and lifts. NP-2 class

300 mm dia pipe

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

11 laying pipes to the designed grade and levels, curing Meter 7.50 5955.30

etc. complete for all leads and lifts.

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

12 dressing to the designed canal section etc. with lead Cu.M 941.00 110.80

upto 500m and all lifts

(for canals having capacity up to 300 Cusec) ( By

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

13 rolling by suitable rollers with slight watering to Cu.M 941.00 27.70

facilitate rolling and dressing the side slopes etc.

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,

14 curing including dewatering where required. Sq.M 4415.00 327.90

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

WATER CURING) (A) 7.5 cm thick lining in bed/slope

Item Item of work Unit Qty. Rate Amount (Rs.)

Providing groove and filling expansion joint of size

12 mm wide and 25 mm deep in canal lining during

construction with two coats of primer and filled with

15 bituminious and fine sand in proportion of 2:1 as Meter 1347.00 34.70

directed etc. complete.

Manufacture, supply and erection of vertical gate

consisting gate leaf, stiffeners, rubber seal,

embedded parts as shown in drawings inclu. cost of

materials, fabrication, painting, errection in position

16a with all accessories second stage concreting etc. Nos. 3.00 43329.00

complete as per drawing and specifications. Minor

Manufacture, supply and erection of vertical gate

consisting gate leaf, stiffeners, rubber seal,

embedded parts as shown in drawings inclu. cost of

materials, fabrication, painting, errection in position

with all accessories second stage concreting etc.

complete as per drawing and specifications. Outlet

Rs. Thirty Seven Lac Forty Thousand Thirty Eight Only

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 Estimated amount

Deduct : ______ % Below Rs. _______________ Add: ______ % above Rs.

Net Tender amount Rs. ______________ Net Tender amount Rs.

Note 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.

Note 2 - The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note 3 - GST and Income tax TDS will be deducted at a source while making payments of bills

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

PRC 10/ 2017/ CementConsumption/ 16/ C, Date. 11/05/2017 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.

Deputy Executive Engineer

Nadiad Irrigation Sub Division