Panam Project

Name of Work: Construction of BOX CULVERT at ch. 3250 of Left Bank Main Canal Ta. Morva(H) Dist. Panchmahal

Qty Unit Item and Discription Rate Per Amt(Rs.)

Clearing the silt from the canal/drain bed by a digging the same to the

required bed level and gradient including depositing the excavated earth

regularly in spoil bank for utilizing the same preparing the banks after

441.00 Cum breaking clods as and where directed for all leads and lifts. For Canals 288.9 Cum

Between 21 to 250 Cusec. & 0 to 1.5 m lift. For Every additional lift of 1.5 m

or part there of. For Canals Between 21 to 250 Cusec. ( 202.20 + 3*28.90 =

Dismantling the existing stone masonry including sorting out and stacking

110.40 Cum the useful material and removing the debris and making good the damages 750.90 Cum

etc. complete as directed. In Cement Mortar

Dismantling the existing R.C.C. Pipes including sorting out and stacking of

22.00 meter the useful materials of the following diameters including refilling the 577.60 meter

trenches etc. complete as directed. NP_2 pipes 450 mm. to 600 mm.

Backfilling the foundation trenches around the structures etc with selected

1973.07 Cum excavated stuff including watering, ramming, compacting etc. complete. (By 36.90 Cum

Excavation for foundation in all sorts of soil including yellow sandy gravelly

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

979.20 Cum excavated stuff in uniform layers in banks or as and where directed etc. 107.80 Cum

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

Excavation for foundation in Soft Rock including depositing the excavated

1407.68 Cum stuff as and where directed etc. complete for lead upto 500m and all lift. 249.20 Cum

(Machinery) Including 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,

55.18 Cum compaction by vibrator, curing as directed with all lead & lift etc complete 3935.00 Cum

Without Dewatering and excluding cost of steel reinforcement. (A) For

Foundation concrete / General purpose (c) C.C. Nominal Mix, M-15 and

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,

136.50 Cum compaction by vibrator, curing as directed with all lead & lift etc complete 4439.5 Cum

Without Dewatering and excluding cost of steel reinforcement. (j) For Wing

wall / Return wall / Head wall / Coping etc. C. C. Nominal Mix, M-15 and

Providing & Laying in position "DESIGN MIX" cement concrete using

cement sand and crushed aggregate for C.C./ R.C.C work by "FLORI"

including necessary formwork, centering, scaffolding, compaction by

111.41 Cum vibrator, curing as directed with all lead & lift etc complete without 5642.00 Cum

dewatering and excluding the cost of steel reinforcement. (E) For Column /

Beam / Solid Slab of Road Bridge / Barrel / Cutoff wall etc. (q) Concrete

grade M-25 and MSA-20 mm

Providing & Placing in position reinforcement bars including cutting,

6.73 MT bending, welding joints where necessary, hooking etc. complete as per 82019.00 MT

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

Providing and laying burnt brick masonry for superstructure with ordinary

portland cement mortar 1:6 proportion including providing scaffolding

racking out joints curing etc. complete for all leads and lifts. (Conventional

Deputy Executive Engineer Executive Engineer

Hadaf Irrigation Sub Division Panam Project Division

Morva Hadaf Godhra