Construction of Headworks and other apertenant structures at No.1 Monaigaon F.I.S under PMKSY-HKKP for the year 2021-22

Amount

Construction of Spillway Earthwork in excavation in foundation of structures by means of Hydraulic Excavator in all soils including mud, silt, sady clay from the river bed, etc, including clearing the side, dressing,etc.,and removing the earth by loading to dumpers for farther carrige to asafe distance, complete as directed . (0.30 CuM Bucket)

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 In soil mixed with gravel and boulder upto 30 cm size including shuttering, shoring, dewatering by means of pump set etc. removing the spoils to a safer distance etc, complete as directed.

Cement Concrete work in proportion 1: 4: 8 with aggregate of size 13 mm to 38 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.)

CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 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.)

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.)

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.

12mm thick cement plastering including clearing surfaces and curing etc. complete as directed.. In proportion 1:4

Providing scaffolding work with rows of bhaluka bamboo and jati bamboo horizontal one row jati bamboo cross and placing second class planks of 0.025 M thick in between the rows tying with coir strings lacing two nos. vertical jati bamboo at both end including dismantling the scaffolding etc, complete as directed.

Collection and supply of one man size 23 to 30 cm hard river boulder including loading, unloading, stacking in measurable stacks at work site paying forest royalty etc. complete as directed. [Average distance considered 25 Km]

Collection and supply of gravel free from dust, dirt and other foreign materials, paying forest royalty, sales tax etc. at work site including stacking in measurable stacks complete as directed. (Considering average distance of 25 Km to 50 Km)

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.)

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 50 m with lift up to 3.00 m Complete as directed

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 irected complete including all carriage etc.

Dewatering Cost (1) 5 HP Pump

(2) 10 HP Disel Pump

Supplying and mixing rapidite in concrete works below ground water level where necessary etc. complete as directed.

Providing 75 mm dia. Weep Holes including supplying and fixing 75 mm dia PVC pipe in weep holes, complete as directed.

Supplying, fitting, fixing of steel gate of cross & Head Regulator as per desing & 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.

Earthwork in back filling of structure with earth obtained 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 to 30 M and lift 1.5 M).

Construction Afflux Bund and D/S Protection 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 mbankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, rofiling etc. with all lead and lift complete as directed.

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)

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 ncluding 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 .60 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 laoding, unloading, stacking in measurable stacks at work site paying forest royalty etc. complete as directed. (Average distance considered 25 Km)

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 3.00m complete as directed.

Construction Diversion Channel and Closing Bund 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 to the design section and grade in layers not exceeding 15cm thick including clearing light ungles and trees up to 15cm dia uprooting roots and stumps from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10mm cube dressing, ramming, bailing out stagnant rain water where necessary complete as directed with lead up to 30m and lift up to 1.5m.

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 mbankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, rofiling etc. with all lead and lift 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.

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

Construction of approach road Earthwork in filling in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 km including paying compensation of earth obtained from private land if any loading, unloading, spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift complete as directed (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

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.)

Labour charge for spreading of hard river gravel / broken stone / sand gravel mixture of size of gravel 13mm to 38 mm to the materials as directed complete including all carriage etc.

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

Providing one flat brick soling in floor etc. including filling the interstices by sand packing ramming etc. complete as directed.

Cement Concrete work in proportion 1: 4: 8 with aggregate of size 13 mm to 38 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.) (i)Without shuttering & without Dewatering (ii) In proportion 1:4

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.

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 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.) (ii) With shuttering & without Dewatering A) River Singles (ii)With shuttering & without Dewatering

12 mm thick cement plastering including clearing surfaces and curing etc. complete as directed. ii) In Prop. 1:4

Clearing and painting work with the white paint to the sign board including clearing the surface etc. with approved paint complete as directed.

Lettering of sign board with approved paint (a) 3'' size of letter

(4) 4'' size of letter

Construction of Canal Structures Bed Barrier ( 1 Number ) Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).

Cement Concrete work in proportion 1: 4: 8 with aggregate of size 13 mm to 38 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 ater should be made at site.) A) River Singles (i)Without shuttering & without Dewatering

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 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) River Singles (i)With 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.

12mm thick cement plastering including clearing surfaces and curing etc. complete as directed.. In proportion 1:4

Earth work in back filling of structures with soil obtained from outside borrow pits filling in 15 cm thick layers, ramming, dressing, watering including paying compensation of land if any. (with lead upto 30 m. and lift 1.50 m.)

Box Culvert ( 1 Number ) Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary). All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m)

Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13 mm to 38 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.) (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)

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 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.) (ii) With shuttering & without Dewatering

12 mm thick cement plastering including clearing surfaces and curing etc. complete as directed. ii) In Prop. 1:4

Earth work 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 to 30m and lift 1.50m complete as directed

Outlet ( 7 Numbers ) Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).(A) All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m)

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

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 6mm 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. (Without shuttering) (Temporary arrangement for ining clear water should be made at site.) A) River Singles (ii)With shuttering & without Dewatering

Supplying of R.C.C spun pipes of different dia including loading, unloading and stacking etc. up to the departmental go-down complete as directed.(i) For 150 mm dia

Carriage of a Spun Pipe/ Hume Pipe from retail outlet to work site including loading, unloading as directed.Distance 25.00 Km from industry to work site

Labour for laying in position of R.C.C. HP/ Spun Pipe and fixing in position with necessary collar with local carriage etc. complete as directed.(i) For 150 mm dia

12 mm thick cement plastering work including clearing surface curing etc. complete as directed in prop. 1 : 4

Earth work in back filling of structures with soil obtained from outside borrow pits filling in 15 cm thick layers, ramming, dressing, watering including paying compensation of land if any. (with lead upto 30 m. and lift 1.50 m.)

RCC Slab ( 5 Numbers ) 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

Cement Concrete work in proportion 1: 2: 4 with aggregate of size 13 mm to 38 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.) (ii) With shuttering & without Dewatering

BINOD DAIMARI