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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | UNSKILLEDBeldar/ Coolie / Chowkidar / Water man / Earth- dresser |
| 3 | SEMI SKILLEDMunshi/Survey Amin/ Density Observer/ Record Keeper/TimeKeeper/ Gate Keeper/ Core Observer/ Laboratory Assistant /Gauge Reader / Telephone AssistantGrade- II |
| 4 | 12.49 Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Material for vertical lift sliding type/ fix wheel gatesexcluding cardium compund and gear oil .12.49.1 For gates size up to 1.0 m x 1.0m |
| 5 | 18.1 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.18.1.2 Thick |
| 6 | Painting standard type gauge with black, red and white un-washable paints including cost of material |
| 7 | 18.26 Supplying of well stitched earth filled bags of capacity, weigh not less than 40 kg per bagat site etc. complete.18.26.2 Plastic bag |
| 8 | Empty bag of 50 kg capacity in good condition Plastic / Polythene |
| 9 | Cost of Diesel |
| 10 | Hydraulic excavator/ loader like JCB/ Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacityupto 0.40 cum Hire charges without diesel but with operational staff M.oil, sparesandlubricants(in Rs) |
| 11 | Earth work in rough (borrow area) excavation for embankments in hardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass,pebbles etc. and dressing when compacted by vibro compactor, vibrosheep foot roller, sheep foot roller/pneumatic tyred roller to obtain drydensity of at least 98% of Standard Proctors density with initiallift of 1.5m (Excluding charges for compaction and watering) includingloading and un-loading wherever required complete in all respect.(a) With initial lead of 250 m Repairs of rain cuts, gullies etc. on bunds embankments, canals and otherpetty works. |
| 12 | 9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto9.7.4 20 mm |
