Damodarpur FIS under PMKSY_HKKP for the year 2021-22

Amount

Construction of Head Works

A) Without de-watering.

B) For lead of 60 m and lift of 3.00 m, with de-watering:-

Supplying of Z-type sheet pile 0.69 m effective width, 8 mm thick having weight @ 68.30 kg/R.M including carriage to the departmental go-down complete as directed.

Labour for placing of imported Z-type sheet piles including cutting to proper size & making holes etc. and driving it to the specified level and lines including painting sheet pileswith two coats of anti-corrossive bituminus paints (Piles to be embeded shall not be painted)including carriage from departmental go-down complete as directed.

i) River shingles with shuttering and with de-watering [Ground water level = 73.00 m]:-

ii) River shingles with shuttering and without de-watering [Above G.W.L = 73.00 m]:-

Collection and supply of one man size hard river boulder (size 25 cm to 30 cm) inclu-ding loading, unloading and stacking in measurable stacks at site not more than 1.00 m heightincluding paying the forest royalty, sales tax etc. including local carriage to work site etc. compl-ete as directed. (Distance from querry to the work site is 25 km)

Labour charge for pitching with one man size boulder including ramming and dress-ing the site to proper size and shape with local carriage of boulder from a distance of 50 m withlift up to 3.00 m complete as directed.

Supplying and laying of filter materials in thee gaps between the cement concreteprotection blocks complete as directed (6 mm to 20 mm size aggregate considering average dist.from querry to the work site = 50 .00 km).

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 necessarylappage and tying with black wire complete as directed including cost of all materials.

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 rod-ding / vibrating, curing etc. with bailing out water where necessary complete as directed. (Payment of reinforcement will be made separately) a) River shingles with shuttering and with dewatering [Up to G.W.L = 73.00 M]:-

b) River shingles with shuttering and without dewatering [Above G.W.L = 73.00 M]:-

Supplying, fitting, fixing of steel gates of cross and head regulator as per design anddrawing and specification including supplying of steel beams, channel section, rubber seal etc. Including all materials embedded partly where necessary and manually opertaed hoisting equipmentincluding carriage of all materials to work site complete.Steel gate at under sluice,

Supplying and mixing of rapidite with C.C / R.C.C work under sub-surface waterlevel complete as directed.

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

Earth work in back filling of structure with earth obtaining from outside borrow pitfilling with 15cm layer, ramming, dressing, watering and compaction including paying compens-ation of land, if any with lead up to 3.00 m and lift 1.50 m.

Earth work in excavation in foundation of head work in all type 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 not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary). All types of soil (except soils mixed with gravel & boulder)

Cement concrete work in prop. 1:3:6 withaggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out of water where necessary & curing with supplying of materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site) a) River shingles. With shuttering & without dewatering

Without shuttering & without dewatering

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 including rodding/vibrating, bailing out water where necessary and curing with supply of all materials complete as directed.

Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed.

Cement concrete work in prip. 1:4:8 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out water where necessary & curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site)

Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable 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.)

Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed.

Collection, supply and spreading of gravel including stacking at suitable places at work site free from dust, dirt and other foreign impurities paying royalty, sales Tax etc. including carrying to work site complete as directed (Hard river gravel of size 13 mm to 38 mm). (Distance from Quarry to work site = 25 K.M.)

12mm thick cement plastering including clearing surface curing complete as directed. Prop. 1:3

Earth work in back filling of structure obtained from out side borrow pits filling in 15cm layers, ramming, watering including paying compensation of land if any with lead upto 30 M and lift 1.50 M.

Supplying, fitting and fixing 38 mm (1.50") dia. G.I. pipe (Tata) railling in three rows including two coats silver painting etc.

Supplying, fabricating and fitting the steel shutters of Head and Cross Regulators as per drawing and specification including supplying, fabricating, fitting, fixing of operation platform including supplying steel where necessary and manually operated hoisting equipment including carriage of all materials to work site complete as directed.

Construction of 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).

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 10cm cube, 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 = 58 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.

Construction of Diversion Channel

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.

Construction of Closing Dam

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).

Construction of whole bamboo single pallasiding with matured jati bamboo stalks 60mm to 75mm dia, fixed 15cm clear apart 1.20m to 1.50m above ground and 1.00m to 1.20m belowground with jati bamboo struts fixed 1.20m to 1.50m apart tied with galvd. Wire of 16G to 18G and withthree rows of horizontal half jati bamboo kamies complete as directed.

Supplying and laying empty cement bags filled with sand/ earth (as locally available)including stitching the mouth, laying, fixing in position with supply of bags, sutli, etc. complete as directed.

M/S KAMAKHYA ENTERPRISE

GADAPANI UDYOG