Panam Main Canal

:: SCHEDULE - B ::

Name of work :- Construction of Side Gutter Between Ch.78935 m to Ch.79085 m of PMC

Memorandum showing the items of works to be carried out.

Item Quantities Item of Work Rates Unit Total Amount

Item Quantities Item of Work Rates Unit Total Amount

No. estimated but according to

may be more estimated

Or less In figures In words quantities

1 1200.00 Clearing the canal banks outer and inner Slopes by Jungle Cutting, 10.30 Ten rupees and three Sqmt

removing vegetation, Ghabajaria, Trees, etc. alongwith burning it's and paisa only

carrying away as and where required and as directed etc. completed by

2 117.00 Excavation for foundation in all sorts of soil including yellow sandy gravelly 102.40 one hundred two Cum

soils ,soft & hard murrum etc. in dry condition including depositing the rupees & fourty paisa

excavated stuff in uniform layers in banks or as and where directed etc. only

complete for lead upto 500 m and all lifts (By Machinary)

3 229.50 Providing & Laying in position "NOMINAL MIX" cement concrete using 3935.00 three thousand nine Cum

cement, sand and crushed aggregate by mass and machine mix for hundred thirty five

C.C./R.C.C work incl. necessary formworks centering, scaffolding, rupees only

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 MSA-20 mm

4 5.21 82019.00 Eighty Two Thousand MT

Providing & Placing in position reinforcement bars including cutting, nineteen rupees only

bending, welding joints where necessary, hooking etc. complete as

per drawing for all lead and lifts (a)TMT / CRS (FE500 D)

5 360.00 Earth work in embankment using selected soil, soft & hard murrum 231.00 two hundred thity Cum

excavated from approved borrow area / village tanks etc. Including one rupees only

conveying, spreading in uniform layers, breaking clods and dressing to the

designed canal section etc. with lead up to 50 m and all lifts. (By

MANUALLY for maintenance and repairing works)(a) Lift 0.0 to 1.50 m

depth. Up to 50 cusecs

6 360.00 Compaction of earth work in embankment in uniform layers at 43.20 fourty three rupees & Cum

optimum moisture content to required dry density including twenty paisa only

watering, rolling with suitable type of roller of specified capacity

Rupees fourteen Lacs fifty three thousand four hundred fifty four rupees Only.

Executive Engineer Deputy Executive Engineer

Panam Irrigation Division Panam Irrigation Sub Dn.No.3

Godhra Veganpur