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| 1 | Construction of Spillway of Kalanadidong Irrigation Scheme. |
| 2 | Earth work in excavation in foundation of head work in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) without dewatering |
| 3 | Earth work in excavation in foundation of head work in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) with dewatering |
| 4 | Cement concrete work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out of water where necessary & curing with supplying of materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site) a) River shingles. i) With Shuttering with dewatering |
| 5 | Cement concrete work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out of water where necessary & curing with supplying of materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site) a) River shingles. i) ii) Wiithout Shuttering with dewatering |
| 6 | Cement concrete work in prop. 1:3:6 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out of water where necessary & curing with supplying of materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site) a) River shingles. i) iii) With Shuttering without Dewatering |
| 7 | Cement concrete work in prop. 1:2:4 with aggregate of size 6 mm to 20 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out of water where necessary & curing with supplying of materials complete as directed. (Temporary arrangement for obtaining clean water should be made at site) a) River shingles. i)Without shuttering with dewatering |
| 8 | Cement concrete work in prop. 1:4:8 with aggregate of size 13 mm to 38 mm free from dust, dirt & other foreign materials, including rodding/vibrating bailing out water where necessary & curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site)i)With Shuttering with dewatering |
| 9 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 24 K.m.) |
| 10 | Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 11 | Collection, supply and spreading of gravel including stacking at suitable places at work site free from dust, dirt and other foreign impurities paying royalty, sales Tax etc. including carrying to work site complete as directed (Hard river gravel of size 13 mm to 38 mm). (Distance from Quarry to work site = 25.00 K.M.) |
| 12 | Earth work in back filling of structure obtained from out side borrow pits filling in 15cm layers, ramming, watering including paying compensation of land if any with lead upto 30 M and lift 1.50 M. |
| 13 | Supplying and mixing of Repidite |
| 14 | 12 mm thick cement plastering including clearing the surface and curing etc. complete as directed.(1:3) |
| 15 | Construction of Village Road Crossing Culvert for Improvement of Kalanadi Dong Irrigation |
| 16 | Earth work in excavation in foundation of head work in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplusspoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) |
| 17 | C.C.Work in Prop. 1:3:6(M-100) with aggregate of size 13 mm to 38 mm free from dirt,dust and otherforeign materials, including rodding/vibrating,bailing out water where necessary & curing with supplying of all materials complete as directed.(Temporary arrengement for obtaining clean water should be made at site.i) Without Shuttering without dewatering |
| 18 | C.C.Work in Prop. 1:3:6(M-100) with aggregate of size 13 mm to 38 mm free from dirt,dust and otherforeign materials, including rodding/vibrating,bailing out water where necessary & curing with supplying of all materials complete as directed.(Temporary arrengement for obtaining clean water should be made at site.i) With Shuttering without dewatering |
| 19 | R.C.C.Work in Prop. 1:3:6(M-100) with aggregate of size 13 mm to 38 mm free from dirt,dust and otherforeign materials, including rodding/vibrating,bailing out water where necessary & curing with supplying of all materials complete as directed.(Temporary arrengement for obtaining clean water should be made at site.i) With Shuttering without dewatering |
| 20 | Supplying , fitting,fixing and laying of T.S. rod of all sizes in position as per design anddrawing asrequired including cutting,cranking and making hooks with necessary lappages and tying with wire(black). Complete as directed including cost of all materials. |
| 21 | 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. |
| 22 | Collection and supply of one man size hard river Boulder of size 23 cm to 30 cm including loading ,unloading,stacking at site not more than 1.00 m height including paying forest royalty,sale tax etc. includinglocal carriage to work site.(Distance=25 K.M.) |
| 23 | Labour Charge for pitching with one man size boulder including dressing ,ramming the seat to proper size & slpoe pitching etc. with local carriage from a distance of of 50 m with lift up to 3 m.Complete asdirected. |
| 24 | Earth work in back filling og 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. |
| 25 | 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. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. |
| 26 | Collection and supply of gravel including spreading 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 |
| 27 | Construction of Cattle Crossing Culvert for Improvement of Kalanadi Dong Irrigation |
| 28 | Earth work in excavation in foundation of canal structures in all type soil as per design and drawing including dressing the foundation shoring etc. removing the surplus spoils by head lead to safe distance from the working place and depositing the required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).All types of soil (except soils mixed with gravel & boulder) |
| 29 | Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles. i) Without Shuttering without dewatering |
| 30 | Cement concrete work in prop.1:3:6 with aggregate of size 13mm to 38mm free from dust, dirt & other foreign materials, including rodding/ vibrating bailing out of water where necessary & curing with supplying of materials complete as directed (Temporary arragement for obtaining clean water should be made at site) a) River shingles. i) With Shuttering without dewatering |
| 31 | R.C.C. work in prop. 1:2:4 with aggreagte of size 6 mm to 20 mm free from dust, dirt and other foreign materials with proper reinforcement as design and drawing including rodding/vibrating, curing etc. with bailing out water necessary complete as directed. (Payment of reinforcement will be made separately)i) With Shuttering without dewatering |
| 32 | Supplying fitting fixing including laying reinforcment bar in position in R.C.C work including cutting bending cracking with two piles 90mm ennealed wire hooking tying complete as directed. |
| 33 | 12mm thick cement Plastering including clearing the surface &curing etc. Complete as directed. |
| 34 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m |
| 35 | Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 36 | Earth work in back filling og 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. |
| 37 | 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. fromthe seat of embankment, breaking clods to not more than 10 mm cube, ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift complete as directed. |
| 38 | Providing outlet with R.C.C. Hume Pipe of 15 cm dia including supplying, fitting, fixing and laying in position with collar joints as per drawing and design and making a chamber in D/S with P.C.C in prpp 1:3:6 including plastering in exposed portion as directed by the deptt. Complete. |
| 39 | PROTECTION WORK AT BREACH PORTION OFRIGHT CANAL |
| 40 | Collection & supply of one man size hard Boulder of size 23 cm. to 30 cm. including loading, unloading and stacking at mesurable stacks at site not more than 1 m height including paying forest royalty, sales tax etc. including local carriage to work site. (Distance from Quarry to work site = 25 K.m.) |
| 41 | Construction of 2.00Mx1.00M rectangular boulder sausage including supplying of materialswith 25cm to 30cm size boulders collecting from a lead of 25 KM encased in 15cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart , laid in position as directed including necessary local carriage of materials, paying necessary forest royaty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vartical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc. all complete as directed. |
| 42 | -Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. eith local carriageof Boulders from a distance of 50 M with lift upto 3 M complete as directed. |
| 43 | IMPROVEMENT OF EXISTING APPROACH ROADLEADING TO WORK SITE OF SPILLWAY |
| 44 | Cutting jungles and trees upto 50 cm girth including uprooting roots and stumpsand removing them from site of work etc, complete as directed |
| 45 | Collection and supply including spreading 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.) distance=25 K.M |
