Gwithaibari F.I.S under PMKSY_HKKP for the year 2021-22

Amount

Construction of Gated C.C. Spillway 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) i) Without Dewatering

ii) With Dewatering

Cement concrete work in prop. 1:3:6 with aggregate 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. i) WithoutShuttering.

i.a)Dewatring charge of 10 & 5 HP pumps

ii) Wiithout Shuttering.

ii.a)Dewatring charge of 10 & 5 HP pumps

iii) With Shuttering.

(ii.a)Dewatring charge of 10 & 5 HP pumps

Cement concrete work in prop. 1:2:4 with aggregate 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.Cement concrete work in prop. 1:2:4 with aggregate 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. i)Without shuttering without dewatering

R.C.C. work in prop. 1:2:4 with aggreagte of size 13 mm to 38 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately) i) With Shuttering with dewatering

ii) With Shuttering without dewatering

Cement concrete work in prop. 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) i)With Shuttering without dewatering

i.a)Dewatring charge of 10 & 5 HP pumps

Supply of Z type steel sheet pile of imported quality having effective width of 0.42 m

Labour charge for fitting, fixing of Z type sheet pile including cutting, fabricating,making holes, welding anchore rods etc. and driving sheet pile to specified levels and lines including painting sheet piles two coats with anticorrosive paints etc. complete as directed.

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 of gravels including stacking at suitable place at quarry site free from dust, dirt and other foreign impurities paying forest royalty etc. complete. ( quarry Dist. 50 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.

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.

Supplying and mixing of Repidite

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

Supplying fitting fixing including laying of T.S. rod of all sizes in position as per design and drawing as required including cranking and making hooks with necessary lappages and tying with wire(black) complete as directed including cost of all materials.

Construction of Diversion Channel & Dam Earth work in excavation of Diversion / Feeder Channel to the design section and grade by depositing the spoils in the form of embankment on either side of the designed section and grade in layers not exceeding 15 cm thick including clearing light jungles & trees upto 15 cm dia,uprooting roots and stumps from the sheet of embankment and canal,free from all vegetation including breaking clods not more than 10 mm cube,ramming,dressing,bailing out stagnant rain water where necessary complete as directed with lead up to 30 m & lift up to 1.50 m.

Earth work in all soils in canal embankment & bed filling as per designed section and grade by truck carriage from a minium distance of 4 K.M. including paying compensation of earth obtained from private land if any, loading, unloading & making stacks not more than 1 M height & then 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 cubem ramming, dressing, roughening the seat of embankment, profilling etc. with all lift complete as directed (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity)

Construction of Head Regulator Earth work in excavation in foundation of Canal structures 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) A)Without Dewatering

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. A) With shuttering & without dewatering

B)Without shuttering & without dewatering

C.C. work in prop. 1:2:4 with aggregate of size 13mm to 38 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.

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. For Back filling of structure

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

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. For Head-Regulator

Construction Guide Bund Earth work in all soils in canal embankment & bed filling as per designed section and grade by truck carriage from a minium distance of 4 K.M. including paying compensation of earth obtained from private land if any, loading, unloading & making stacks not more than 1 M height & then 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 cubem ramming, dressing, roughening the seat of embankment, profilling etc. with all lift complete as directed (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity) a) Ordinary Soil

Collection & supply of one man size hard river buolder 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 = 50.00 km.)

Labour charge for pitching with one man size Boulder including dressing and ramming the seat to prpper size and slope pitching etc. with local carriage of Boulder from a distance of 50 M with lift up to 3 M complete as directed.

Construction of 1.00 M x 1.00 M 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 8 G galvanised tying wire at 30 cm apart,laid in positiion as directed including 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 completed as directed.

Construction of Afflux Bund Earth work in all soils in canal embankment & bed filling as per designed section and grade by truck carriage from a minium distance of 4 K.M. including paying compensation of earth obtained from private land if any, loading, unloading & making stacks not more than 1 M height & then 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 cubem ramming, dressing, roughening the seat of embankment, profilling etc. with all lift complete as directed (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity)

Collection & supply of one man size hard river buolder 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 = 50.00 km.)

Labour charge for pitching with one man size Boulder including dressing and ramming the seat to prpper size and slope pitching etc. with local carriage of Boulder from a distance of 50 M with lift up to 3 M complete as directed.

Construction of 2.00 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 8 G galvanised tying wire at 30 cm apart,laid in positiion as directed including 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 completed as directed.

Construction of Earthen Canal Earth work in filling in marginal bund/ guide bund/afflux bund /canal embank.etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15cm thick including clearing light jungles, removing trees up to 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods to not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment profilling etc. Paying compensation of earth borrowed from private or forest land, if any, with lead up to 30 m and lift up to 1.50 m complete as directed.

BRIKENDRA BASUMATARY