Imp. Of Birinchiguri FIS (Guide bund and Culvert) under PMKSY-HKKP for the year 2021-22

Amount

Construction of U/S & D/S Guide 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 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.

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.)

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 boulder sausage work of size 1.00 m x 1.00 m, including suppying of all materials with 23 cm to 30 cm size river boulder collected from a lead of 50.00 KM encaged in 15cmx15cm mesh in 8G/10G hexagonal wire netting of filling th voids between boulder tied with 10G/18G galvd tying wire at 30 cm apart laid in position as per direction including necessary local carriage of materials paying necessary forest royalty including providing 1.00 no. of whole Jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.50 m apart driven at least 0.60 m below ground and tying with sausage etc. all complete as directed.

Construction of Canal crossing culvert (For 3 Nos) 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 boulder.

C.C. work in prop 1:3 : 6 (M-100) with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials including rodding / vibrating bailing out of water where necessary & curing with supplying of all materials complete as directed ( Temporary arrangement for obtaining clean water should be made at site) (machine mixed) River Shingles i) With shuttering & without dewatering

b) With shuttering & without dewatering.

Reinforced Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mmto 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.)

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 ).

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.

Construction of Cattle crossing culvert earthwork in excavation in foundation of canal structure in all types 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 despositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10 mm cube with compensation, complete as directed at site. ( including bailing out of stagnant rain water where necessary) All types of soil ( except soils mixed with gravel and boulder)

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 ) river shingles.(A) With shuttering without dewatering

(B) Without shuttering without dewatering

R.C.C Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mmto 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed.(Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.)

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

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

Earthwork in back filling of structure with earth obtaining from outside borrow pits, filling with 15 cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up.

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.

JACOB NARZARY

Padmalachan Narzary

AJOY NARZARY

KAMALA KANTA KHAKLARY

ABDUL SAMAD CHOUDHURY