Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of work - Repairing and Restoration work of Rahtalav SM Ex. Boriavi Distry Part II.

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

Clearing the shrubs, like akadas, weeds and other

vegetables including depositing the same outside

1 and burning etc. complete from canal bed, top and Km 1.86 5776.00

both slopes of the banks, for canal with discharge.

For Canals Below 20 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

2 regularly in spoil bank for utilizing the same Cu.M 921.00 173.30

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 27.00 750.90

etc. complete as directed. In Cement Mortar

Dismantling the existing RCC Pipes including sorting

out and stacking of the useful materials of the

4 following diameters including refilling the trenches Meter 10.00 577.60

etc. complete as directed. (i) NP-2 Pipes (b) 450 mm

Dismantling the existing foundation concrete

including sorting out the dismentalled stuff and

5 stacking the useful material, removing the debris Cu.M 4.00 1155.20

and making good the damages etc. complete as and

where directed. Cement mortar

Dismantling the CC Lining including disposing off the

6 dismentalled materials as directed etc. complete (a) Sq.M 2274.00 86.50

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

7 in uniform layers in banks or as and where directed Cu.M 377.00 102.40

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

MACHINERY) Excluding dewatering

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

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

8 directed with all lead & lift etc complete Without Cu.M 17.00 3935.00

Dewatering and excluding cost of steel

reinforcement. (c) C. C. Nominal Mix, M-15 and

Providing and laying burnt brick masonary in

foundation ordinary portland cement mortar 1:5

9 proportion inclu. curing etc. complete for all leads Cu.M 68.00 5040.10

and lifts. (Conventional bricks)

Providing cement plaster in thickness and proportion

as under inclu. smooth finishing, curing, scaffolding

etc. complete for all leads and lifts. Cement mortar

1:3 proportion. 12 mm thick.

Providing and fixing in position(different diameter)

NP-2 RCC pipe with colllar including filling and

caulking the joints with cement mortar 1:1

11 proportion, finishing to design grade and levels Meter 10.00 1366.60

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

class 600 mm dia pipe

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 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

13 including breaking clods to 25 mm size incl. light Cu.M 2790.00 27.70

rolling by suitable rollers with slight watering to

facilitate rolling and dressing the side slopes etc.

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

finishing, curing, including dewatering where

(MANUALLY WITH CONVENTIONAL MIXER ) (A)

cm thick lining in bed/slope - with water curing.

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

15 construction with two coats of primer and filled with Meter 1510.00 34.70

bituminious and fine sand in proportion of 2:1 as

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

with all accessories second stage concreting etc.

complete as per drawing and specifications.

Rs. Thirty One Lac One Thousand Five Hundred Sixty Four & Fifty Six Paise 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