Fulkumari FIS under PMKSY_HKKP for the year 2021-22

Amount

CONSTRUCTION OF APPROACH ROAD. 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).

Collection & supply of sand mixed gravel (containing 40% of sand and 60% of gravel 13mm to 38mm) free from all foreign materials including carriage from quarry to work site, loading, unloading and stacking in measurable stacks as directed by the department (including paying of forest royalty, sales tax, etc.) (Quarry Distance = 60 KM)

Labour charge for spreading of Hard River Gravel size 13mm. to 38mm to the required thickness including ramming and dressing the seat before laying the materials complete as directed.

DETAIL ESTIMATE OF CANAL LINING 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)

Labour for preparation of sub grade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the canal including cutting, filling the existing canal section where necessary compacing the earth in layers in not more than 15cm thick to form a firm compacted bed and side for lining including watering to obtain required moisture content where necessary etc. complete as directed.

Collection and supply of hard river gravel of size 13 mm to 38 mm including carriage to work site and stacking in measurable stacks etc. complete as directed. (Distance = 60 km)

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

CC work in lined canal in prop. 1:2:4 with river shingles of size 6mm to 20mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 and 542-1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over subgrade, moistured thoroughly by hand placing/ mechanical placing in canal of not more than 3m 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 sprinkling for at least 28 days etc. complete as directed (Proper arrangement for obtaining clean water should be made at site.)

DETAIL ESTIMATE OF CANAL REGULATOR 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) (soil mixed with gravel and sand)

C.C. work in prop 1: 3: 6 with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials as per design and drawing including including rodding/ vibrating, curing etc with bailing out of water where necessary complete as directed.a) With shuttering without dewatering

b) Without shuttering- without dewatering: -

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 ).

R. Cement concrete work in prop. 1: 2: 4 with aggregate of size 6 mm to 20 mm free from dust, dirt & foreign materials with proper reinforcement including rodding/ vibrating, curing etc. with bailing out of water where necessary with supplying of all materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site),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.

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

Supplying, fabricating, fitting and fixing the steel gates of Cross and Head Regulator as per design and drawing and specifications including supplying, fabricating, fitting and fixing operating platform including supplying steel beam, channel sections, Rubber Seal etc. embedded partly where necessary and manual operated hoisting equipments including carriage of all materials to work site complete as directed.

LUIT ENTERPRISE

SAMIUL ISLAM

Sri Somla daimary