| 1 | 1 | Earth Work in filling of Canal RC1 from ch 100.00m m to 900.00 m _in canal RC2 from ch 100 to 1100.00m in U/S canal from ch 100m to 250m _ Earth work in afflux bund _C.C work at canal regulator bed | | | |
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| 2 | 1.01 | Item no 1 Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed. (A) With ordinary Soil | | 4936.62 | cum |
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| 3 | 1.02 | (b)Extra lead (for earth work) for every 30 M or part thereof beyond the initial lead of 30M | | 24683.1 | cum |
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| 4 | 1.03 | Item no 2 Earthwork in excavation for removal of sediment from bed of irrigation canal / river by head load to a safe distance including bailing out water, dressing the bed as directed for normal lead of 30 M and lift of 1.5 M. (Ordinary soil).\n | | 206.25 | cum |
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| 5 | 1.04 | Item no 3 Construction of 1.00 M square boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm 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 royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. | | 135 | cum |
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| 6 | 1.05 | Item no 4 Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm 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 royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed. | | 70 | cum |
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| 7 | 1.06 | Item no 5 Collection & supply of one man size blasted boulder of size 25 cm to 30 cm including stacking at quarry site, then carry to work site stacking in a measurable stack not more than1.0m height, complete as directed.\n(A) For Normal Road upto 25.00 KM | | 164.55 | cum |
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| 8 | 1.07 | Item no 6 Collection & supply of hard broken stoneof size13mmto38mm from blasted boulder free from dust and dirt and foreign materials including stacking at quarry site,then carry to the work site & stacking at measurable stack as complete as directed.\n(A) For Normal Road upto 25.00 KM | | 43.575 | cum |
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| 9 | 1.08 | Item no 7 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. | | 164.55 | cum |
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| 10 | 1.09 | Item no 8 Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M, complete as directed. | | 43.575 | cum |
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| 11 | 1.1 | Item no 17Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. | | 18752 | sqm |
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| 12 | 1.11 | Item no 22 Carriage of excavated materials obtained out of earthwork in excavation of foundation trenches of canal structures by truck and depositing the same in the near by low lying areas within a distance of 4 KM from the worksite including loading unloading at both ends complete as directed. | | 1202.41 | cum |
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| 13 | 1.12 | Item no 25 Earthwork in excavation for removal of sediment from bed of irrigation canal / river by head load to a safe distance including bailing out water, dressing the bed as directed for normal lead of 30 M and lift of 1.5 M. (Ordinary soil). | | 1202.41 | cum |
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| 14 | 2 | Out let 5m =25 nos | | | |
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| 15 | 2.01 | Item no 26 Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). | | 119.19 | cum |
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| 16 | 2.02 | Item no 27 Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).\n | | 42.25 | sqm |
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| 17 | 2.03 | Item no 28 CC work in proportion 1:4:8 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing and dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).\n. | | 9.51 | cum |
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| 18 | 2.04 | Item no 29 CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with broken stone aggregate of size 13 mm to 25 mm including curing with timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).\n | | 2.3 | cum |
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| 19 | 2.05 | Item no 30 Suply of Hume Pipe with coller section manufacture under I.S.453 of 1961(Latest) N.P.free from any deffects etc.,of size 600mm dia end at work site including all taxes freight etc., complete.\n(a) Hume Pipe size 150mm | | 125 | Rm |
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| 20 | 2.06 | Item no 30(b) Collar size 150mm | | 25 | No |
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| 21 | 2.07 | Item no 31 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.\nincluding carrying the same from godown. (For 150mm to 300mm dia). | | 125 | Rm |
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| 22 | 2.08 | Item no 32 12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1: 4. | | 40.48 | Sqm |
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| 23 | 2.09 | Item no 33 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).\n | | 56.72 | cum |
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| 24 | 2.1 | Item no 34 Dismantling the existing culvert including clearing and removing the dismantled materials to a safe place and stacking the serviceable material at a suitable place as directed. | | 1.49 | cum |
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| 25 | 2.11 | Item no 20 Providing 50mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 3.00m apart including laying, fitting the compound in proper position etc complete as directed. | | 282.83 | Rm |
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| 26 | 2.12 | Item no 12 CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. 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). | | 0.65 | cum |
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