Samarpur FIS under PMKSY_HKKP for the year 2021-22

Amount

Cannal Linning

Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessary including clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift up to 1.5m complete as directed.

Labour for preparation of Sub-grade of lined canal section as per design drawing and grade by ramming and rolled to the lever & according to the required. Cross section of the canal including cutting, filling the existing canal section where necessary compacting, consulting the earth in labour not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc. complete as directed (Consisting of earth work) (As per typical cross section of lined canal, the quantity of earth work to be compacted.

Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed.Distance of work site from quarry@50Km

Labour charge for spreading of hard river gravel/broken stone/sandgravel mixture of size of gravel 13 mm to 38 mm to the required thickness including ramming and dressing the seat before laying the materials as directed complete including all carriage etc.

C.C. work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm with coarse aggregate free from dust, dirt and other foreign materials conforming to I.S, 2116-1965 & 542-1962 as specified by the department, water used for mixing the mortar should be free from all imjurious materials including laying the concrete over the sub-grade /moistened thoroughly by hand placing/ mechanical placing in canal of not more than 3.00 m side with suitable joints in between including providing bed sleepers (cast in situ or pre-cast) under joints with providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkles for at least 28 days etc. complete as directed. (Proper arrangement for obtaining clean water should be made at site)

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 and stacking at not more than 1.00 M height and 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 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed.(Payment will be made after deduction of 12.5% for shrinkage allowences.)

Afflux Bund

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 earthobtained 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 & uprootingroots & 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 completeas directed. (12.5% shrinkage allowance to be considered).

Collection & supply of one man size hard Boulder of size 23 cm. to 30 cmincluding loading, unloading, stacking in measurable stacks at site not more than 1 m height including paying forest royalty sales tax etc. including local carriage to work site (Distance from Quarry to work site = 60 k.m.)

Labour charge 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 50M with lift up to 3 M complete as directed.

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