Mahi Right Bank Canal Project

BILL OF QUANTITIES

Name of work - Construction of HR Gate at Ch. 0 ft. and Pipe Type VRB at Ch. 920 ft. on

Uttarsanda Distry Ex. Nadiad Branch Canal.

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

Clearing the canal banks outer and inner slopes by

jungle cutting, removing vegetation, Ghabajaria,

1 Tress etc. along with burning its and carrying away Sq.M 5944.00 10.30

as and where required and as directed etc.

completed by machineries.

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

Between 21 to 250 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 92.00 750.90

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 37.50 1270.70

etc. complete as directed. (d) 1000 mm to 1200 mm

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 mortar

Dismantling the CC Lining including disposing off the

6 dismentalled materials as directed etc. Complete (a) Sq.M 751.80 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 362.00 102.40

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

directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel

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

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. (f) C. C. Nominal Mix, M-20 and

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where

9 necessary hooking etc. complete as per drawing for MT 2.903 82019.00

all leads and lifts.TMT/CRS (FE 500D)

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. g. NP-3 class

1200 mm dia pipe

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

11 finishing, curing, including dewatering where Sq.M 751.80 369.50

(MANUALLY WITH CONVENTIONAL MIXER ) (A)

cm thick lining in bed/slope - with water curing

Back filling the foundation trenches around the

structures etc. with selected excavated stuff

12 including watering, ramming, compacting etc. Cu.M 116.00 36.90

complete. (By Machinery)

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

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

13 dressing to the designed canal section etc. with lead Cu.M 1751.00 110.80

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

14 including breaking clods to 25 mm size incl. light Cu.M 1751.00 27.70

rolling by suitable rollers with slight watering to

facilitate rolling&and

Manufacturing dressingofthe

Supplying sideCapacity

5 MT slopes etc.

15 lift Hoist Assembly with hoist fixing Bolts, nuts & Nos. 1.00 153537.00

Operating handle etc.

Manufacturing & Supplying MS Screw rod, LC rod,

16 Coupler set. (as per Drawings & Specifications) Nos. 1.00 19891.00

New/ Repairing of steel gate including providing

basic steel material; MS Shaft plate, angles, channels

17 etc. inclu. Fabrication transporting to site & erection Kg 562.00 127.20

and painting etc. complete.

Rs. Thirty Eight Lac Ninety Seven Thousand Seventy Two & Seventy One 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