KARAD MAIN CANAL

:: SCHEDULE - B ::

RENOVATION DAMAGED LINING AND STRUCTURE BETWEEN 0.00 TO 7.786 KM OF D-1 A

DISTRIBUTARY OF KARAD MAIN CANAL

Memorandum showing the items of works to be carried out.

Item of Work Unit Total Amount

Item of Work Unit Total Amount

Quantities Rates according to

Ite estimated estimated

m but may quantities

Or less In words

Dismantalling the C.C. lining including including

Rupees Eighty six

1 1722.00 disposing off the dismentalled materials as 86.5

and Five paisa only

directed etc. complete. 7.50 cm thick SQM

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 Rupees One

2 482.00 clods and dressing to the designed canal section 110.8 Hundred Ten and CUM

etc. with lead upto 500 m and all lifts (for canals Eight Paisa Only

having capacity between 50 to 300 Cusec ( By

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

3 5870.00 369.50 Hundred Sixty Nine SQM

finishing, curing, including dewatering where

and Fifty paisa only

(MANUALLY WITH CONVENTIONAL MIXER )

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 Rupees three

centering, scaffolding, compaction by vibrator, Thousand Nine

curing as directed with all lead & lift etc complete Hundred Thirty

Without Dewatering and excluding cost of steel Five only

(c) C. C. Nominal Mix, M-15 and MSA-20 mm

Compaction of earth work in embankment in

uniform layers at optimum moisture content to Rupees Forty three

5 482.00 required dry density including watering, rolling 43.20 and Twenty paisa CUM

with suitable type of roller of specified capacity only

Providing & Placing in position reinforcement bars

including cutting, bending, welding joints where Rupees Eighty two

6 1.301 necessary, hooking etc. complete as per drawing 82019.00 Thousand Ninteen MT

for all lead and lifts.(B)TMT / CRS (FE 500 D) only

Thirty Eight lacs Forty thousand Six hundred Eighty Seven rupees and Seventy Two paisa only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Dn.No.4 Panam Irrigation Division