Suresh bund FIS (Canal System) under PMKSY_HKKP for the year 2021-22

Amount

Construction of Aquaduct Earthwork in excavation in foundation of canal structures in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoil by head lead to a safe distance from the working place and depositing required spoils in uniform layer dressing, watering,breaking clods to not more than 10 mm cube with compaction as directed at site. (including bailing out stagnant water where necessary) a) Without Dewatering: -

b) With Dewatering: -

C.C. work in prop 1:3 : 6 (M-100) with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials including rodding / vibrating bailing out of water where necessary & curing with supplying of all materials complete as directed ( Temporary arrangement for obtaining clean water should be made at site) (machine mixed) River Shingles- a) With shuttering & with dewatering: -

b) With shuttering- without dewatering: -

R.C.C. work in prop 1:2:4 with aggregate of size 6 mm to 20 mm free from dust dirt and other foreign materials with proper reinforcement as per design and drawing including including rodding/ vibrating, curing etc with bailing out of water where necessary complete as directed. (Payment of reinforcement will be made separately) a) With shuttering with dewatering: -

b) With shuttering without dewatering: -

Supplying, fitting, fixing and laying of M.S. rod/ Tor steel of all sizes in position as per design and drawing as required including cutting cranking and making hooks with necessary lappages and lying with wire (black) complete as directed including cost of all materials.

12 mm thick cement plastering including clearing the surface and curing etc. complete as directed. (Prop 1:3)

Earth Work in back filling of structure with earth obtaining from out side borrow pits filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land if any ( with lead up to 3M & lift 1.5m ).

Supplying, fitting and fixing 38 mm dia G.I. pipe (Tata) railing in three rows including two coats silver painting etc.

Collection & supply of one man size hard river boulder of size 23 cm to 30 cm including loading, unloading, stacking at measurable stacks at site not more than 1.00 m height including paying forest royalty, sales tax etc. including local carriage to work site etc. (Av. Quarry Distance = 50 KM)

Labour for pitching with one man size boulder including dressing and ramming the seat to proper size and slope pitching etc. with local carriage of boulders from a distance of 50 m with lift upto 3 m complete as directed.

Construction of 1.00 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.

Supplying and mixing Rapidite with C.C./ R.C.C. work under sub- surface level complete.

Earthwork in excavation of diversion / feeder channel to the designed section and grade by depositing the spoils in the form of an embankment on either side of the designed section in layers not exceeding 15 cm thick including clearing light jungles and tree upto 15 cm. dia., uprooting roots and stumps from the seat of embankment and canal free from all vegetation including breaking clods not more that 10 mm cube ramming, dressing, bailing out stagnant rain water where necessary complete as directed.

Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private, if any, loading, unloading spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprooting roots & stumps etc. from the seat of embankment, breaking clods to not more than 10 cm cubes ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. (12.5% shrinkage allowance to be considered).

Mahirul Islam

PADMAVATI CONSTRUCTION