Khungkhrajaan F.I.S under PMKSY (HKKP) for the year 2021 - 2022

Amount

Diversion Cannel & Cofferdam Earthwork in excavation in diversion / feeder channel to the design section and grade by depositing the spoils in the form of an embankment on either side to the design section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal and free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, bailing out stagnant rain water necessary complete as directed with a lead upto 30 M and lift upto 1.50 M (i) Hard Soil

Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed.

Construction of whole bamboo single pallasiding with matured Bhaluka bamboo pst 7.50 cm to 10 cm dia 5 cm clear apart 1.50 m to 1.00 m above ground and 1.00 m to 1.2o m below ground with jati bamboo structs placed 1.20 m to 1.50 m apart tied with galvd. wire of 16 G to 18 G and complete with three rows half jati bamboo kamies.Complete as directed.

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

Earthwork in excavation in diversion / feeder channel to the design section and grade by depositing the spoils in the form of an embankment on either side to the design section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal and free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, bailing out stagnant rain water necessary complete as directed with a lead upto 30 M and lift upto 1.50 M (i)Hard Soil

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Analysis for Hire charge of 5 HP pumps

Analysis for Hire charge of 10 HP pumps

Construction of Barrage Cutting light jungles and Trees upto 10cm girth includings uprooting roots and stumps and ramming the same from the site of work etc. complete as directed.(ii) Medium jungles

Preparing / making level the ground surface for layout of Headwork / structures for fixing the required axis line by cutting the high land and filling and levelling the low land where necessary etc, complete as directed.

Earthwork in excavation of foundation of headwork in all types of Soils ….......all complete as directed.

Earthwork in excavation and removal of swelled up earth mixed with silt and slurry due to sand, bailing out water in foundation trenches upto required level including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed.

Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 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 and sales tax etc.) i) Distance for work site to quarry @25.00Km

Cement Concrete work in proportion 1:4:8 with aggregate of size 13mm to 38mm 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) A) River Singles (i) Wiothout shuttering & without Dewatering.

Collection and Supply of one man size 23cm to 30cm collected manually from quarry rocks stacking at quarry site including payment and forest royalties etc. complete as directed. sand mixed gravel contains 40% of sand and 60% of river gravel of size 13mm to 38mm free from all foreign materials including carriage from quarry to work site loading unloading and stacking in measurable stacks as directed.

Carriage of boulder, gravels, metals, screening sand etc. by truck including loading unloading and stacking in measurable stacks at site as directed complete.

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

Cement Concrete work in proportion 1:2:4 with aggregate of size 13mm to 38mm 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.( Temporary arrangement for obtaining clear water should be made at site.) A) River Single i) Without shuttering & without Dewatering.

Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 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. (Temporary arrangement for obtaining clear water should be made at site.) A) Hard River broken stone 6mm to 20mm size (i) Without shuttering & without Dewatering.

Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/ TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.

Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. ( Measurement will be taken on the face area of timber.) a) Shuttering Column, pier etc. ( Fitting and dismantling)

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50m with lift up to 30.00m complete as directed.

Supply of Z-type Sheet Pile of effective width 0.69 M, thickness 8 mm and average weight 68.30 Kg/M including loading and unloading.

Carriage of Z type sheet piles from departmental Godown (Kokrajhar) to work site including loading unloading and stacking at suitable safe place.

Cost of pile structure and other materials required in driving of sheet piles.

Painting of imported Z type sheet piles with anti – corrosive bituminous

Labour for placing in position of imported Z – type sheet piles including cutting to proper size and making holes etc. and driving it to the specified level and lines including painting sheet piles with two coats of anti – corrosive paints (piles to be embedded shall not be painted) including carriage from Departmental Godown complete as directed.

Supplying, fitting, fixing of steel gate of cross & Head Regulator as per design & drawing & specification including supplying of steel beams, channel section, Rubber seal etc including all materials embedded partly where necessary & manually operated chorister equip mints including carriage of all materials to work site complete.

Supplying and laying of filter bajries in the gaps between the cement concrete protection block complete as directed. (6 mm to 20 mm size aggregates.Considering average distance from quarry to the work site = 25.00 Km)

Supplying of quick setting concrete admixture of specified brand including loading and unloading, carriage to the work site, complete as directed.

12mm thick Cement plastering including clearing surfaces and curing etc. complete as directed. i) In prop. 1:3

Plum concrete work in 40% plum hard boulder 15cm to 23cm size and filling the interstices with 60% of C.C. in prop. 1:3:6 of 13 mm to 38 mm aggregate including shuttering, curing etc. complete as directed. (Temporary arrangement for obtaining clear water should be made at site.) (Av. Quarry distance = 25 KM)

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any with lead up to 30 M and lift 1.5 M complete as directed.

Construction Head Regulator Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary).

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 M height at quarry site and making payment of forest royalty etc, complete as directed.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST For 20 km Road

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing, dewatering with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)

Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 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. (Temporary arrangement for obtaining clear water should be made at site.) A) Hard River broken stone 6mm to 20mm size (i) Without shuttering & without Dewatering.

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

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).

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 60 M with lift upto 3 M, complete as directed.

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

Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).

Supplying, fitting, fixing of steel gate of cross & head regulator as per design & drawing & specification i/c supplying of steel beams, channel section, rubber seal etc. i/c all materials embedded partly where necessary & manually operated chorister equipments i/c carriage of all materials to work site complete.

Construction of Afflux Bund Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST

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

Construction of boulder sausage work of size 1.00 mx1.00 m,including supplying of all materials with 23 cm to 30 cm size river boulder collected from a lead of 50 KM encased in 15 cm X 15 cm mesh in 8G/10G with hexagonal netting of filling in voids between boulder tied with 10 G/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 no of whole jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboopost 1.50 m apart driven atleast 0.6 m below ground and tying with sausage etc all complete as directed.

Construction of boulder sausage work of size 1.00 mx1.00 m,including supplying of all materials with 23 cm to 30 cm size river boulder collected from a lead of 50 KM encased in 15 cm X 15 cm mesh in 8G/10G with hexagonal netting of filli

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance c50 m with lift upto 3m complete as directed.

Construction of Guide Bund D/S Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed.

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST

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

Construction of boulder sausage work of size 1.00 mx1.00 m,including supplying of all materials with 23 cm to 30 cm size river boulder collected from a lead of 50 KM encased in 15 cm X 15 cm mesh in 8G/10G with hexagonal netting of filling in voids between boulder tied with 10 G/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 no of whole jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboopost 1.50 m apart driven atleast 0.6 m below ground and tying with sausage etc all complete as directed.

Collection and supply of one man size 23 to 30 cm hard river boulder including loading, unloading, stacking in measurable stack at works site paying forest royalty etc. complete as directed. [Average distance

Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance c50 m with lift upto 3m complete as directed.

Construction of Approach Road Earth work in filling in marginal bund/ Guide bund/ Afflux bund/ Canal embankment etc. in the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees up to 15cm dia and uprooting roots and stumps from the seat of the embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, dressing, watering and roughening the seat of the embankment before throwing earth, profiling etc., paying compensation of earth borrowed from private land or forest land if any, lead up to 30m and lift up to 1.5m, complete as directed. (i)Hard soil (Soil mixed with gravel or morum up to 50mm size)

Collection and supply of sand mixed gravel contains 40% of sand and 60% of river gravel of size 13 mm to 38 mm free from all foreign materials including carriage from quarry to the work site loading, unloading and stacking in measurable stacks as directed by the department (Including paying of forest royalty and sales tax etc.) (i)Distance of work site from quarry @ 25 Km

Carriage of boulder, gravels, metals, screening sand etc. by truck including loading, unloading and stacking in measurable stacks at site as directed complete.

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

Sri Prasanta Kumar Deka

NAVISH TULSHYAN

SRI PRADIP KUMAR OJAH