Panam Main Canal

Name of work:- Restoration of 13L & 16 Tail Minor and Its Sub Minors of 24/R Distributory of PMC of

Ta.Shahera Dist. Panchmahals

Item No. Quantity Unit Amount

In Figure In Word

Clearing the canal Banks outer and inner

Slopes by Jungle Cutting ,removing Vegetation,

Rupees Ten And Thirty

1 125690.00 Ghabajaria,Trees,etc. alongwith burning it's and 10.30 Sqmt.

carrying away as and where required and as

directed etc. completed by machineries.

Dismantling the C.C. lining including including Rupees Fifty Seven

2 19609.00 disposing off the dismentalled materials as 57.70 And Seventy Paisa Sqmt

directed etc. complete. ( 5 cm thick) Only

Dismantling the existing stone masonry

including sorting out and stacking the useful Rupees Seven

3 23.00 material and removing the debris and making 750.90 Hundred Fifty And Cum

good the damages etc. complete as directed. Ninty Paisa Only

In Cement Mortar

Dismantling the existing foundation concrete

including sorting out the dismentalled stuff and

Rupees One Thousand

stacking the useful material, removing the

4 58.00 1155.20 One Hundred Fifty Five Cumt.

debris and making good the damages etc.

And Twenty Paisa Only

complete as and where directed. Cement

Dismentaling the existing R.C.C. Pipes

including sorting out and stacking of the useful Rupees Five Hundred

77.50 materials of the following diameters including 577.60 Seventy Seven And Rmt.

refilling the trenches etc. complete as directed. Sixty Paisa Only

5 NP-2 Pipe (b ) 450 mm to 600 mm

Rupees Eight Hundred

153.00 (c ) 600 mm to 900 mm 866.40 Sixty Six And Forty Rmt.

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including

Rupees One Hundred

depositing the excavated stuff in uniform layers

6 847.00 102.40 Two And Forty Paisa Cumt.

in banks or as and where directed etc.

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

MACHINERY) CANAL HAVING CAPACITY

UPTO 300 Cusec (a) Excluding Dewatering

Providing & Placing in position reinforcement Rupees Seven

bars including cutting, bending, welding, joints Thousand One

where necessary, hooking etc. complete as per Hundred Ninty Four

drawing for all lead and lifts.(b) TMT Only

Providing & Laying in position "NOMINAL MIX"

cement concrete using cement, sand and

crushed aggregate by mass and machine mix Rupees Three

for C.C./R.C.C work incl. necessary formworks Thousand Nine

centering, scaffolding, compaction by vibrator, Hundred Thirty Five

curing as directed with all lead & lift etc Only

8 complete Without Dewatering and excluding

cost of steel reinforcement.M-15 MSA-20

(i) For wimg wall/Return wall/ Head Wall/

362.00 Coping etc. C. C. Nominal Mix, M-15 and MSA- 4439.50 Cum

Hundred Thirty Nine

And Fifty Paisa Only

Providing and fixing in position ( different

diameter ) I.S.,NP-3 class reinforced pipe with

caulking the joints with cement mortar 1:1

Rupees Two Thousand

proportion,using jute string soaked in cement

9 133.00 2039.60 Thirty Nine And Sixty RMT

slurry, finishing joints and laying pipes to the

designed grade and levels, curing etc. complete

for all leads and lifts.(S-8c) NP-3 class 600 mm

Rupees Two Thousand

Eight Hundred Fifty

153.00 (S8e) NP-3 class 900 MM dia pipe. 2857.70 RMT

Seven And Seventy

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, smooth

10 29034.00 318.40 Hundred Eighteen And Sqmt

finishing, curing including dewatering where

Forty Paisa Only

required for maintance of canal Patches. 5 cm

thick lining in bed,side slopes - with water

( MACHINARY BASED ,WITH OUT PAVER )

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,

11 567.00 369.50 Hundred Sixty Nine Sqmt

smooth finishing, curing, including dewatering

And Fifty Paisa Only

where required. (MANUALLY WITH

CONVENTIONAL MIXER ) (A) 7.5 cm thick

lining in bed/slope - with water curing.

Earth work in embankment using selected soil,

soft & hard murrum excavated from approved

borrow area / village tanks etc. Including

conveying, spreading in uniform layers, Rupees One Hundred

12 7289.00 breaking clods and dressing to the designed 139.20 Thirty Nine And Twenty Cumt.

canal section etc. with lead upto 500m and all Paisa Only

lifts (for canals having capacity up to

Cusec) ( By Machinery )) for lead 0.5 to 2.5 Km

Compaction for making embankment for canal

by laying in regular layers of 15 cm in thickness

Rupees Twenty Seven

including breaking clods to 25 mm size incl.

13 7289.00 27.70 And Seventy Paisa Cum

light rolling by suitable rollers with slight

watering to facilitate rolling and dressing the

side slopes etc.

Total Rs……………..

Say Total Rs……………..

Rupees One Crore Seventy Six Lakh Fifty Five Thousand Six Hundred Twenty Six Only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Division No.2 Panam Irrigation Division

Morva(Rena) Godhra