Panam Main Canal

:: SCHEDULE - B ::

Name of work :- Improvement of Canal Lining & Structures of 30RC and 30RD Minor 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 Clearing the slit from the canal/drain bed by a digging the same

to the required bed level and gradient including depositing the

one hundred seventy

excavated earth regularly in spoil bank for utilizing the same

176.70 173.30 three rupees & thirty Cum

preparing the banks after breaking clods as and where directed

for All leads and lifts For Canals Below 20 Cusecs & 0 to 1.5 m

2 Clearing the canal banks outer and inner slopes by jungle cutting,

removing vegetation, ghabajaria, trees , etc alongwith burning ten rupees & thirty

it's and carrying away as and where required and as directed etc. paisa only

completed by machineries.

3 Dismentaling the existing foundation concrete including sorting one thousand one

out the dismantled stuff and stacking the useful material, hundred fifty five

33.00 removing the debris and making good the damages etc. complete 1155.20 Cum

rupeees & twenty

as and where directed. Cement Concrete paisa only

4 Excavation for foundation in all sorts of soil including yellow

sandy gravelly soils ,soft & hard murrum etc. in dry condition

one hundred two

including depositing the excavated stuff in uniform layers in

45.90 102.40 rupees & fourty paisa Cum

banks or as and where directed etc. complete for lead upto 500m

and all lift. (BY MACHINERY)

a.Excluding Dewatering

5 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,

three thousand nine

scaffolding, compaction by vibrator, curing as directed with all

59.06 3935.00 hundred thity five Cum

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

Providing & Placing in position reinforcement bars including

eighty two thousand

0.33 cutting, bending, welding joints where necessary, hooking 82019.00 MT

& ninety rupees only

etc. complete as per drawing for all lead and lifts (a)TMT /

7 Trimming of the canal section manually for preparing sub

grade for laying cement concrete (C.C.) lining in all sorts of seventy two thousand

soil and murrum including watering and compacting bed etc. & eighty paisa only

8 Providing and laying plain / reinforced cement concrete lining

with concrete of cement, sand and coarse aggregate in nominal

mix 1:2:4 (M-15) proportion in bed, side slopes and curvature

including batching, mixing, transporting, placing, vibrating,

2790.00 318.40 eighteen rupees & Sqmt

smooth finishing, curing including dewatering where required

(with water curing), for maintance of canal lining patches 5 cm

fourty paisa only

thick lining in bed With Water Curing ( MACHINARY BASED ,WITH

Providing and fixing in position (different diameter ) I.S. NP-3

9 class reinforced pipe with caulking the joints with cement mortar

1:1 proportion, using jute string soaked in cement slurry, two thousand thirty

12.50 finishing joints and laying pipes to the designed grade and level, 2039.60 nine rupees & sixty rmt

curing etc. complete for all leads and lifts. paisa only

10 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 two hundred fourty

358.75 clods and dressing to the designed canal section etc. with lead 245.55 five rupees & fifty Cum

upto 50 m and all lifts. (By MANUALLY For MAINTENANCE & five paisa only

REPAIRING WORKS) lead from 0.5 km to 1.5 km

11 Manufacture supply and erection of vertical gate considering

eighty one thousand

embedded parts as shown in drawings including cost of

two hundred ninety

3.00 materials,fabrication,painting erection in position with all 81291.40 nos

one rupees & fourty

accessories etc.complate as per drawing and specifications.size

as below. paisa only

Rupees eigtheen Lacs nine Thousand nine Hundred thirty Nine Only.

Executive Engineer Deputy Executive Engineer

Panam Irrigation Division Panam Irrigation Sub Dn.No.3

Godhra Veganpur