| 1 | 1 | Earth Work in filling of Canal of Canal RMC from ch 1634.00m m to 2243.00 m _C C lining from 1634 to 2238 m Earth work in filling from ch 0 to 100.00m of canal RC1 _ from ch 0m to 100m of U/S_ from 630.00m to 685.00m in canal LBMC _C C lining of RC1 and U/Scanal from ch 0m to 40m | | | |
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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 | | 2456.24 | 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 | | 12281.2 | cum |
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| 4 | 1.03 | Item no 9 Labour for preparation of Sub- grade of lined canal section as per design drawing and grade by ramming and rolled to level and according to required cross section of the 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. | | 2888.47 | sqm |
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| 5 | 1.04 | Item no 10 Supplying and laying of filter materials consisting of sand and river shingles free from dust dirt and other foreign materials and laying in three layers in position as per drawing and specification as directed by the department\n | | 164.03 | cum |
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| 6 | 1.05 | Item no 11 Earth work in excavation of 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 jungles, removing trees upto 15 cm dia and up rooting roots and stumps etc from the seat of embankment and the canal and free from all vegetations 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 1.5 m complete as directed. | | 175.4 | cum |
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| 7 | 1.06 | Item no 15 CC Work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 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 3 M 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).\n\n | | 239.38 | cum |
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| 8 | 1.07 | Item no 16 Supplying, fitting ,fixing and laying reinforcement(BIS approved quality) in position in R.C.C. work including cutting, bending, cranking with two piles 0.91 m (20 BWG) annealed wire hooking tying complete as directed.\nB)TMT BAR i)TATA/SAIL | | 36.58 | qtl |
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| 9 | 1.08 | Item no 18 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. | | 2704.89 | sqm |
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| 10 | 1.09 | Item no 19 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. | | 63.19 | cum |
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| 11 | 1.1 | 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. | | 338.13 | Rm |
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| 12 | 2 | Out let 7.5m =6 nos | | | |
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| 13 | 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). | | 43.6 | cum |
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| 14 | 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 | | 9.72 | sqm |
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| 15 | 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. | | 3.17 | cum |
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| 16 | 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 | | 0.51 | cum |
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| 17 | 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 | | 45 | Rm |
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| 18 | 2.06 | Item no 30 (b) Collar size 150mm | | 12 | No |
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| 19 | 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). | | 45 | Rm |
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| 20 | 2.08 | Item no 32 12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1: 4. | | 9.72 | Sqm |
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| 21 | 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 | | 22.61 | cum |
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