Panam Irrigation

Name of work:- D.O. And 25/R Distry Between Ch. 6300 To 7300 m Ex PMC, Ta-Shahera,Dist-

Item No. Quantity Description of Item Unit Amount

In Figure In Word

Clearing the canal Banks outer and inner

Slopes by Jungle Cutting ,removing

Vegetation, Ghabajaria,Trees,etc. Rupees Ten And

alongwith burning it's and carrying away Thirty Paisa Only

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

Rupees Hundreds

excavated earth regularly in spoil bank for

2 361 173.3 Seventy Three and Cum

utilizing the same preparing the banks

Thirty Paisa Only

after breaking clods as and where directed

for all leads and lifts.For Canals Below

Cusec. & 0 to 1.5 m lift.

Dismantling the existing R.C.C. Pipes

including sorting out and stacking of the

Hundreds Seventy

3 20.00 useful materials of the following diameters 577.60 RMT

Seven And Sixty

including refilling the trenches etc. complete

as directed. 600 mm. to 900 mm.

Dismantling the existing foundation concrete

including sorting out the dismentalled stuff

and stacking the useful material, removing the

4 297.06 1155.20 Hundred Fifty Five Cum

debries and making good the damages etc.

And Twenty Paisa

complete as and where directed. Cement

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including Rupees One

5 131.25 depositing the excavated stuff in uniform 102.40 Hundred Two And Cum

layers in banks or as and where directed etc. Forty Paisa Only

complete for lead upto 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 MSA-20 mm Rupees Three

Hundreds Thirty

Providing and fixing in position ( different

diameter ) NP2 R.C.C. pipe with collar

including filling and caulking the joints with

cement mortar 1:1 proportion, finishing to

design grade and level curing etc. complete

for all leads and lifts.

30 NP-2 class 900 mm dia pipe. Rupees Two2200.8

Thousands Two Hundreds And RMT

Providing and laying plain / reinforced cement

concrete lining with concrete of cement, sand

and metal in nominal mix 1:2:4(M-15) in bed,

side slopes and curvature including batching,

mixing, transporting, placing, vibrating,

8 smooth finishing, curing including dewatering

where required for maintance of canal

Patches.5 cm thick lining in bed,side slopes -

with water curing.( MACHINARY BASED

,WITH OUT PAVER )

5 Cm Thick Lining Rupees Three

Hundred eighteen

And Forty Paisa

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 required.

(MANUALLY WITH CONVENTIONAL MIXER

7.5 cm thick lining in bed/slope - with water

5643.00 369.5 Hundreds Sixty Nine SQMT

And Fifty Paisa Only

Earth work in embankment using selected

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform

10 496.80 110.80 Hundreds Ten And Cum

layers, breaking clods and dressing to the

Eighty Paisa Only

designed canal section etc. with lead upto

500 m and all lifts (for canals having capacity

Up To 300 Cusec ( By Machinery )

Compaction for making embankment for

canal by laying in regular layers of 15 cm in

thickness including breaking clods to 25 mm

11 496.80 27.70 Seven And Seventy Cum

size incl. light rolling by suitable rollers with

slight watering to facilitate rolling and dressing

the side slopes etc.

Total Rs……………..

Say Total Rs……………..

Rupees Thirty Eight Lacs Sixty One Thousands Four hundreds Thirty Eight Only

Executive Engineer Deputy Executive Engineer

Panam Irrigation Division Panam Irrigation Sub Division No.2

Godhra Morva(Rena)