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| 1 | Constsruction of RCC CanalItem no1: RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering,scaffolding cost will be paid separately). |
| 2 | Item no 2: 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. |
| 3 | Item no 3: 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. |
| 4 | Item no 4: Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed (Quarry distance = 20.00Km) |
| 5 | (A) For Subsequent 19.00KM |
| 6 | Item no 5: 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. |
| 7 | 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. |
| 8 | Item no 7 : 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.) |
| 9 | Item no 8: 12 mm cement plastering including clearing surface and curing, complete as directed.( in prop 1:3) |
| 10 | Item no 9: 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 |
| 11 | Item no 10 : 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 15 cm 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. |
| 12 | Item no 11 : 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). |
| 13 | Construction of Hand RailingItem No. 1 : Earthwork 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 upto 2 metre as directed and specified in followingclassification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified |
| 14 | Item No. 2 : 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. |
| 15 | Item No. 3 : work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 16 | Item No. 4 :RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering,scaffolding cost will be paid separately). |
| 17 | Item No. 5 : 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. |
| 18 | Item No. 6 : 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). |
| 19 | Item No. 7 : 12 mm cement plastering including clearing surface and curing, complete as directed.(ii) In proportion 1:4 |
| 20 | Item No. 8 : Supplying 1 1/2\" dia GI pipe for hand railing including fitting & fixing the same in position etc, complete asdirected |
| 21 | Marking of GaugeMarking Gauge with Plastic Emulsion Paint (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) by cleaning the surface of the concrete at different FIS. Please Enable Macros to View BoQ information |
