Estimate for Construction of Canal Syphon at RD 11300 of New Shamkot Minor

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by mechanical (csr 21.1 B (a)

Dismantalling of brick lining in CSM (CSR Item No. 8.5b)

Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out , construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by mechanical means (CSR Item No. 21.1 B(a)

Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (CSR Item No. 21.4)

Reinforced Cement Concrete M-20 in open foundation complete as per drawing and technical specifications using concrete mixture (CSR Item No. 21.7ci)

Plain Cement Concrete M-15 in open foundation complete as per drawing and technical specifications (CSR Item No. 21.7ai)

First Class Burnt Brick Work laid in Cement Sand Mortar 1:4 in foundation and plinth upto 1.5 Mtr. (CSR Item No. 11.7)

First Class Burnt Brick Work laid in Cement Sand Mortar 1:4 in first Storey upto 4 Mtr. (CSR Item No. 11.8)

12.5 mm. thick cement plaster 1:3 (CSR Item No. 15.8)

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. (CSR Item 18.18) Tata Steel, Jindal Steel ,sail.

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. (CSR Item No. 9.2)

Earthwork excavation in compaction in 20cm. Layers and watering (CSR Item No. 6.2 i & ii)

Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances,lead and dressing 0 to 1.5 m Depth (CSR Item No. 19.23 a)

Single Layer Brick lining for irrigation channels or section for all depth consisting of 1st layer 12.5 mm. thick cement plaster 1:5 on subgrade and limited and second layer of 10 mm. thick cement plaster 1:3 properly dressed and finished with 75 mm. thick brick laid in 1:3 CSM over second layer (CSR Item No. 19.26)

Laying brick on edge coping 229 mm wide and 115 mm thick in cement sand morter 1:3 CSR Item No. 19.37)

Providing, Lowering , Jointing and Cutting of RCC Hume S & S Pipes 900 mm. dia. NP3 (CSR Item No. 29.69 iii L)

Making Sirki Sarkanda temperory godown 3mtr. x 3mtr. With walls 2.5 Mtr. Height 1.5 brick thick burnt bricks laid dry excluding cost of bricks but including cost of other material. (CSR Item No. 26.29)

Any Other

The Jodhpur Pakhar Co Op L and C Society Ltd.