Suresh bund FIS (Headworks appurtenant works) under PMKSY_HKKP for the year 2021-22

Amount

Extension of Afflux Bundh & Guide Bundh BOQ 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 one man size hard Boulder of size 23 cm. to 30 cm including 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 = 50 k.m.)

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.

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 C.C Lined Canal Main Canal Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4km including paying compensation of earth obtained from private land if any, loading, unloading and stacking in measurable stacks not more than 1.00 m height, spreading the same in 15cm thick including clearing light jungles, removing trees upto 15cm dia & uprooting roots & stumps etc. from the seat of embankment, profiling with all lift complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Earthwork in excavation in irrigation canal to the designed 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 upto 15cm dia & uprooting roots & stumps etc. 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 1.50m 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 level & according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc. complete as directed. (i) For ordinary soil.

C.C. work in lined canal in prop 1:2:4 with river shingles of size 6mm to 20mm free from dust, dirt and all other foreign materials conforming to I.S. 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 the sub-grade, moistened 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 in between including 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 & side by sprinkling for at least 28 days etc. complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including labour charge for spreading the same to the required thickness including ramming and dressing the seat before laying the materials complete as directed. (Considering average distance of 25km).

Improvement of Public Canal Earthwork in all soils in Canal embankment bed filling as per deigned section and grade by truck carriage for a minimum distance of 4KM including paying compensation of earth obtained from private, if any, loading unloading spreading the same in embankment in layers

Construction of Head Regulator Earth work 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 spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). (A) In all types of soils (except soil mixed with gravel and boulders). (i) For normal lead of 30m and lift of 1.50m.

C.C. work in proportion 1:3:6 in foundation/ abutment/ piers/ wing walls etc. with hard river shingles of size 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). ii) With shuttering & without dewatering

i) Without shuttering & without dewatering

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6mm to 20mm with propoer reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). ii) With shuttering & without dewatering :

Supplying, fitting, fixing and laying reinforcement (TATA) in position in R.C.C. works including cutting, bending, cranking with two plies 0.91M (20 BWG) annealed wire hooking, tying complete as directed.

Earth Work in back filling of structures with earth obtaining from out side borrow pits filling with 15cm layers ramming, dressing and watering including paying compensation of land if any (with lead up to 30m & lift 1.5m).

12mm thick cement plastering including clearing surface and curing, complete as directed. (ii) In proprtion 1:3

Supplying, fitting, fixing of steel gate of Head and Cross Regulators as per drawing and specification including supplying steel beams, channel section, rubber seal etc including all materials embeded partly where necessary and manually operated hoisting equipment including carriage of all materials to work site complete as directed.

PADMAVATI CONSTRUCTION

M/S S.S. CONSTRUCTION

Sanjib Kr. Das