| 1 | 1 | Repairing of Down Stream of the Weir with Plum concreting over boulder pitching.\n\n | | | |
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| 2 | 1.01 | Item no. 1 : Dismantling of damage portion of D/S of CC floor of submergible bund including clearing debris to suitable distance as directed. | | 1 | Job |
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| 3 | 1.02 | Item no. 2 : River sand filling in plinth, canal bed, canal slopes, bases of structures in layers not more than 150mm thick including necessary carriage, watering etc. complete as directed as specified. | | 905.625 | cum |
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| 4 | 1.03 | Item no. 3 : Collection of one man size 25 cm to 30 cm hard river boulder including stacking in measurable stacks of not more than 1.00 m ht at quarry site and making payment of forest royalty etc. complete as directed. | | 242.55 | cum |
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| 5 | 1.04 | Item no. 4 : C.C work in proportion 1:2:4 in foundation, abutment, piers, wing walls etc. with hard broken stone aggregate of size 13mm to 38 mm including curing with necessary timber shuttering and scaffolding where necessary as directed. (Shuttering and scaffolding will be measured separately.) | | 161.7 | cum |
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| 6 | 1.05 | Item no. 5 : Labour Charge for potching 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 . | | 242.55 | cum |
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| 7 | 2 | Downstream protection works with boulder sausages. | | | |
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| 8 | 2.01 | Item no. 1 : Dismantling of old serviceable hexagonal wire netting encased boulder sausage including hammering digging carrying, unlifting the boulders including carriage upto 60M lead and upto 3.60M lift including stacking in suitable and measureable stacks etc, complete as directed. | | 47.1 | cum |
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| 9 | 2.02 | Item no. 2 : Earthwork in cutting in river bank etc. to the design section and grade and removing the spoils to a safe distance including cutting, uprooting and removing trees upto 15cm dia, uprooting and removing roots and stumps etc, including excavating the earth boulder sausages of 1.00 M dia, 50cm under river bed shape, size and grade etc. with all lead and lift, complete as directed. | | 30 | cum |
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| 10 | 2.03 | Item no. 3 : Construction of 1.00 m dia. 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 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.\n(A)(ii) With river boulder.\n | | 60 | RM |
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| 11 | 2.04 | Item no. 4: Labour charge for making 1.00M dia boulder sausage. | | 60 | RM |
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| 12 | 3 | Earthwork in Excavation in Lead Canal, Main Canal etc. | | | |
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| 13 | 3.01 | Item No. 1: Earthwork in Excavation in Irrigation Canal to the design section and grade by depositing the spoils in the form of embankment in 15cm 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 10mm cube, ramming, dressing and roughing the sheet of the embankment with a lead upto 30m and lift upto 1.5m complete as directed. (A) In Ordinary soil | | 2205 | cum |
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| 14 | 4 | Strengthening and widening of right side and Left side afflux bund. | | | |
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| 15 | 4.01 | Item no. 1 : Earthwork in filling in marginal bund,/ guide bund / afflux bund/ canal embankment etc. to the design section and grade by obtaining earth from outside borrowpits 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 10mm 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 30M and lift upto 1.5 M complete as directed. | | 3868.62 | cum |
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| 16 | 5 | Fabricating and Installation of Steel gate at Canal head regulator. | | | |
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| 17 | 5.01 | Item no. 1 : Providing fabricating and installation of gate head regulator made of main frame of 75 x 40mm M.S. channel for shutter assembly, 125mm x 65mm M.S. channel for guide assembly, 5mm thick M.S skit plate, 40mm dia M.S screw shaft, 125 x 65 mm, 75 x 40mm channel for guide assembly etc. including all other accessories/ parts as complete as directed. | | 8.12 | sqm |
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| 18 | 6 | Earthwork for raising & Strengthening of canal embankment | | | |
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| 19 | 6.01 | Item no. 1: Earthwork in filling in marginal bund,/ guide bund / 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 15cm thick including clearing light jungle removing tress upto 15cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10mm 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 up to 30 m and lift up to 1.5 m , complete as directed. | | 1804.71 | cum |
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| 20 | 7 | Construction of Village Road Culvert. | | | |
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| 21 | 7.01 | Item No. 1 : 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).\n(A) In all types of soils (except soil mixed with gravel and boulders)\n | | 12.177 | cum |
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| 22 | 7.02 | Item No. 2 : CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate 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). | | 11.625 | cum |
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| 23 | 7.03 | Item No. 3 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. in proportion 1:4 | | 4.36 | cum |
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| 24 | 7.04 | Item No. 4: 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\n | | 70.34 | sqm |
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| 25 | 7.05 | Item No. 5 : R CC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). | | 3.806 | cum |
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| 26 | 7.06 | Item No. 6 : 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. | | 4.6 | qtl |
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| 27 | 7.07 | Item No. 7 : 12 mm cement plastering including clearing surface and curing, complete as directed. \nIn proportion 1:4\n | | 94.075 | sqm |
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