Renovation of canals, canals structures and De- siltation works of Dhansiri Irrigation Project (M) under SOPD - G for the year 2025 -26 Package-1

Amount

Reshaping and Regrading of canal from ch. 12160.00m to 12660.00m at B2M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

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 embankment, 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).

Repairing of MS Gate at ch. 10800.00m of B2M Canal of taking of D2B2M canal of Dhansiri Irrigation Project (M)

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Reshaping and Regrading from ch. 3380.00m to 398000m at B4M Canal of Dhansiri Irrigation Project Under SOPD-G For The Year 2025-26

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and rade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15cm dia and uprooting roots and stumps etc from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M complete as directed

Reshaping and Regrading from ch. 3000.00 m to 3850.00m at B5M Canal of Dhansiri Irrigation Project Under SOPD-G For The Year 2025-26

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and rade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15cm dia and uprooting roots and stumps etc from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing, and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M complete as directed

Erosion Protection and Installation of Outlet at ch. 7850.00m of Main Canal

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.

Labour charge for dismantling / replacing the old damaged hume pipe of 1200 mm dia of canal structure and carriage of the same upto a lead of 30 M and lift of 2.5 M and depositing the same in a safe distance as directed.

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).

C.C 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).

CC work in proportion 1:2:4 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).

Supply and carriage of 450mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete.

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

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, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

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

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).

DETAILED ESTIMATE FOR REPAIRING OF CC LINING FROM CH. 7850.00M TO 7875.00M

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed

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 1KM 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 upto15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Silt clearance from ch.0.00m to 1500.00m, Repairing of canal regulator, Dismantling of Canal CC Fall and Repairing of D/S Floor of Aqueduct at D2B3M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Repairing of MS Gate at ch. .0.00m Canal

SHUTTER ASSEMRLY Supply, fitting fixing of 125 mm size rubber seal, R/S corner, M. S. flat, nuts & bolts etc. for Head Regulator Gate as directed (as per analysis –I)

LIFTING ARRANGEMENTS Supply, fitting fixing of lifting arrangements like screw shaft,lock pin,H.D Bearing, lock plate,base plate,tool post ,nuts and bolts etc.and dismantling of old and damaged materials including removing & stacking the cut pieces to a suitable pieces to a suitable safe distance as directed. (as per analysis –II)

PAINTING WORKS Labour charge for cleaning of gates and other component to make them free form dust, rust and any foreign substances and then painting with two coats of Normal paints and two coats of Anti Corrosive paints including supply of painting materials as directed.(as per analysis –III)

DETAILED ESTIMATE FOR REPAIRING OF D/S FLOOR OF AQUEDUCT AT CH. 925.00M OF D2B3M CANAL

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.

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)

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc.complete as directed with necessary timber shuttering, scaffolding etc.where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

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.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

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 1KM 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 upto15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Detailed estimate for Dismantling of canal CC Fall at Ch. 850.00m of D2B3M Canal

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.

Raising of canal embankment cum road from ch. 16295.00m to 16535.00m of Main canal

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 embankment, 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).

Erosion protection and repairing of Outlet at ch. 13950.00m of main canal

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and rade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Detailed estimate for construction of 450mm dia HP outlet

Labour for dismantling of old CC work and stacking the spoils at suitable place including local carriage, complete as directed.

Labour charge for dismantling / replacing the old damaged hume pipe of 1200 mm dia of canal structure and carriage of the same upto a lead of 30 M and lift of 2.5 M and depositing the same in a safe distance as directed.

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).

C.C 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).

CC work in proportion 1:2:4 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).

Supply and carriage of 450mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete.

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

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, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

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

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).

Detailed estimate for repairing of cc lining from ch 13950 m to 13980m

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, directed.( in prop 1:3)

Erosion protection at ch. 13860.00m at Main canal Dhansiri Irrigation Project (M)

Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and rade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).

Detailed estimate for repairing of cc lining from ch 13860 m to 13880m

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed

Reshaping and Regrading of canal from ch. 14950.00m to 15250.00m at B2M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

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 embankment, 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).

Installation HP Inlet at ch. 14532.00m of B2M Canal

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).

C.C 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).

CC work in proportion 1:2:4 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).

Supply and carriage of 450mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete.

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

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, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

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

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).

Silt clearance from ch. 7250.00m to 8500.00m and Repairing of CC Lining at different chainages of B3M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

DETAILED ESTIMATE FOR REPAIRING OF CC LINING AT DEFFERENT CHAINAGES FROM CH. 7250.00M TO 8500.00M

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

Earthwork in excavationof foundationtrenches forCC beams as per design, drawing in bed and side of irrigation canal including ramming, dressing etc. complete.

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directeddirected.( in prop 1:3)

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 1KM 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 upto15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Repairing of MS Gate at various chainages of Main canal

SHUTTER ASSEMRLY Supply, fitting fixing of 125 mm size rubber seal, R/S corner, M. S. flat, nuts & bolts etc. for Head Regulator Gate as directed (as per analysis –I)

LIFTING ARRANGEMENTS Supply, fitting fixing of lifting arrangements like screw shaft,lock pin,H.D Bearing, lock plate,base plate,tool post ,nuts and bolts etc.and dismantling of old and damaged materials including removing & stacking the cut pieces to a suitable pieces to a suitable safe distance as directed. (as per analysis –II)

PAINTING WORKS Labour charge for cleaning of gates and other component to make them free form dust, rust and any foreign substances and then painting with two coats of Normal paints and two coats of Anti Corrosive paints including supply of painting materials as directed.(as per analysis –III)

Repairing of MS Gate at Ch 20190.00m of Main Canal offtaking of B5 M canal.

SHUTTER ASSEMRLY Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. (Asper SOR, Mechanical, 2023-24)

LIFTING ARRANGEMENTS Supply, fitting fixing of lifting arrangements like screw shaft,lock pin,H.D Bearing, lock plate,base plate,tool post ,nuts and bolts etc.and dismantling of old and damaged materials including removing & stacking the cut pieces to a suitable pieces to a suitable safe distance as directed. (as per analysis –I)

PAINTING WORKS Labour charge for cleaning of gates and other component to make them free form dust, rust and any foreign substances and then painting with two coats of Normal paints and two coats of Anti Corrosive paints including supply of painting materials as directed.(as per analysis –II)

Repairing of MS Gate at Ch 19164.00m of Main Canal offtaking of K2 M canal.

SHUTTER ASSEMRLY Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. (As per SOR,(Mechanical 2023

LIFTING ARRANGEMENTS Supply, fitting fixing of lifting arrangements like screw shaft,lock pin,H.D Bearing, lock plate,base plate,tool post ,nuts and bolts etc.and dismantling of old and damaged materials including removing & stacking the cut pieces to a suitable pieces to a suitable safe distance as directed. (as per analysis –I)

PLATFORM ASSEMBLY Dismantling of old and damaged portion of M.S. materials railing of stair case, platform, top channel, bottom channel, including removing & stacking the cut pieces to a suitable safe distance & supply, fabrication & fitting fixing of the same (as per analysis –II)

PAINTING WORKS Labour charge for cleaning of gates and other component to make them free form dust, rust and any foreign substances and then painting with two coats of Normal paints and two coats of Anti Corrosive paints including supply of painting materials as directed.(as per analysis –III)

Repairing of MS Gate at Ch 17404.00m of Main Canal offtaking of B4 M canal.

Supply, Fabrication, Installation and Commissioning at site including painting of Shutter Assembly of Cross Regulator/ Head Regulator gates of different size made of 6 mm thick M.S. skin plate, with 10 mm dia. hole to be drilled at an interval of 150 mm apart on both the vertical sides and one horizontal side at the bottom at a fixed distance from the edge, and MS channel of size 100 mm x 50 mm x 4.7 mm or 125 mm x 65 mm x 5 mm for shutter frame, Horizontal girders and vertical stiffeners , fitting fixing of C.I. Guide Roller of size 75 mm x 67 mm x 100 mm x 20 mm having 25 mm dia hole with pin Guide roller M.S. bracket of size 90 mm x 90 mm x 250 mm made of 12 mm thick and 90 mm wide M.S. Flat with guide roller pin fitted on the shutter frame, having required slots and holes and supply, fitting and fixing of ‘J’ type rubber seal, of size 125 mm , ‘J’ type rubber seal corner of size 125 mm , with fabricated M.S. fastener of 50 mm width x 8 mm thick having 10 mm dia. hole at an interval of 150 mm apart for Regulator Gates complete as per design & drawing & as directed. (As per SOR,(Mechanical 2023

Supply, fitting fixing of lifting arrangements like screw shaft,lock pin,H.D Bearing, lock plate,base plate,tool post ,nuts and bolts etc.and dismantling of old and damaged materials including removing & stacking the cut pieces to a suitable pieces to a suitable safe distance as directed. (as per analysis –I)

Dismantling of old and damaged portion of M.S. materials railing of stair case, platform, top channel, bottom channel, including removing & stacking the cut pieces to a suitable safe distance & supply, fabrication & fitting fixing of the same (as per analysis –II)

Labour charge for cleaning of gates and other component to make them free form dust, rust and any foreign substances and then painting with two coats of Normal paints and two coats of Anti Corrosive paints including supply of painting materials as directed.(as per analysis –III)

Silt clearance from ch. 16650.00m to 17970.00m of Main Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Silt clearance from ch. 6100.00m to 7500.00m and Repairing of CC Lining at different chainages of D1B3M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Detailed estimate for repairing of cc lining at different chainages from ch 6100m to 7500m

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

Earthwork in excavationof foundationtrenches forCC beams as per design, drawing in bed and side of irrigation canal including ramming, dressing etc. complete.

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1.00Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 19.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, directed.( in prop 1:3)

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 1KM 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 upto15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Silt clearance from ch. 0.00m to 885.00m of K2B2M Canal

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Excavaion and Clearance of Dhansiri Bed at U/S of Dhansiri Barrage

Earth work in excavation in soil from river bed mixed with sand, gravel, and different sizes of boulders man nsize and over man size by means of Hydraulic Excavator and manual labour, removing the same to a safe distance up to 3 KM by means of dumper and depositing the same in a suitable measurable stack as complete as directed.

Restoration and Closing of Breche of canal embankment at different chainages of B1M and D3B1M Canal

Earth work in filling in all soils in plinth, canal embankment and bed filling as per designed section and grade by truck carriage for a minimum distance of 4Km including paying compensation of earth obtained from private land if any, loading, unloading, spreading the same in embankment in layers not exceeding 15cm thick including clearing light jungles, removing trees up to 15cm dia. and uprooting roots and stumps etc. from the seat of embankment, breaking clods to not more than 10mm cube, ramming, dressing, profiling etc. with all lead and lift complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Protection of canal embankment from ch. 12120.00m to 12150.00m of B1M Canal from the effect of river Kaljuli

E/w in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling dressing, ramming,watering etc. and removal of surplus earth with all lead and lift up to 2 M as directed and specified in following classification of soils, including bailing out of waternecessary up to depth below existing ground level as mentioned in the approved drawing and complete as directed and specified. (A) in ordinary soil

CC work in prop. 1:4:8 in foundation/ abutment/piers/wing walls etc.with hard rivrt shingles of sixe 13mm to 38mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed (shuttering, scaffolding cost will be paid separately)

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

12mm cement plastering including clearing surface and curing, completeas directed (i) in prop.1:3

Centering and shuttering including proppingetc 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)

Earth work in filling in all soils in plinth, canal embankment and bed filling as per designed section and grade by truck carriage for a minimum distance of 4Km including paying compensation of earth obtained from private land if any, loading, unloading, spreading the same in embankment in layers not exceeding 15cm thick including clearing light jungles, removing trees up to 15cm dia. and uprooting roots and stumps etc. from the seat of embankment, breaking clods to not more than 10mm cube, ramming, dressing, profiling etc. with all lead and lift complete as directed. (Payment will be made after deduction of 12.50% shrinkage allowance from the gross quantity).

Supply of Motors, Pannel Boards, Cardium Compound and other Electrical accessories for the Dhansiri Barrage Gates

Supplying, fitting, fixing and installation of 5HP 3.7Kw Motor of 3phase, 220v,1500 rpm, 50Hz, IP55 rating, 50 degree C, 4pole, foot mounting, IP2 efficiency as per IS:12615/IEC:60034-I of Kirloskar make.

Supplying, fitting, fixing and installation of 3HP 2.2Kw Motor of 3phase, 220v, 3000 rpm, 50Hz, IP55 rating, 50 degree C, 4pole, foot mounting, IP2 efficiency as per IS:12615/IEC:60034-I of Kirloskar make.

:Supplying, fitting, fixing and installation of Panel Board for 5HP 3.7Kw Motor containing,Starter, MCB, switches etc. of, 3phase, 415v, 50Hz model No.B16000-2R-2G-4

:Supplying, fitting, fixing and installation of Panel Board for 3HP 2.2Kw Motor containing,Starter, MCB, switches etc. of 3phase, 415v, 50Hz model No.B16000-2R-2G-4.

Supplying of 6 Sqmm, 3-core PVC copper conductor of Life Line+ 3/6 from Heavell make.

:Supplying of 4 Sqmm, 3-core PVC copper conductor of Life Line+ 3/4 from Heavell make.

Supplying of cardium compound (Black Grease) of 120 to 140 grade for cable at Dhansiri barrage gate of reputed brand.

Installation HP Inlet at ch. 18630.00m of B2M Canal

Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring 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).

C.C 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).

CC work in proportion 1:2:4 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).

Supply and carriage of 450mm dia R.C.C. hume pipe from factory to the work site by truck including loading and unloading at both ends complete.

Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.

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, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

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

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).

Construction of CC Fall at 12350.00m of B1M Canal(Sub-Estimate-22)

Earthwork in excavation of foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation, dressing, ramming, shoring etc. complete including bailing out water, where necessary, in ordinary soil.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

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, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

CC work in proportion 1:1½:3 with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.

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.

Repairing of CC Canal from ch. 10377.00m to 10402.00m at B2M canal of Dhansiri Irrigation Project.(M)(SUB-ABSTRACT-23)

Labour cost for dismantling of old CC canal lining and carriage of the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30 M and lift upto 1.50 M

Earthwork in excavationof foundationtrenches forCC beams as per design, drawing in bed and side of irrigation canal including ramming, dressing etc. complete.

CC Work in lined canal in prop1:2:4 with river shingles of siz e6mm to20mm free from dust,dirt and other foreign materials conforming to IS2116-1965 and 542 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing /mechanical placing in canal of not more than 3M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting,filling the existing canal section where necessary compacting the earth in layers in not more than 15cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% 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 (Quarry distance = 1Km)

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 20.00Km)

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 1.50 M, complete as directed.

Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.)

12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3)

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed( in prop 1:3)

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 1KM 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 upto15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10mm cube, ramming, dressing and roughening the seat of the embankment, profiling etc. with all lift, complete as directed. (Payment will bemade after deduction of 12.50% shrinkage allowance from the gross quantity).

Silt Clearance from ch. 10500.00m to 10885.00m at B2M canal of Dhansiri Irrigation Project.(M)

Earthwork in excavation of deposited silt mixed with slushy earth, sand, gravel etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable earth on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

SUMIT CHACHAN (BID ID -288012)