|
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora 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 inordinary. |
| 2 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 15 cms to 30 cms. Girth |
| 3 | Earth work in excavation including loading unloading, disposal and dressing of excavation earth within initial lead of 50m and lift up to 1.50m In dry and moist including dressing of excavated area dewatering wherever required complete in all respect. |
| 4 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Soft / Disintegrated rock |
| 5 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in : Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate |
| 6 | Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect |
| 7 | Earth work in rough (borrow area) excavation for embankments in hard soil, 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, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor\"s density with initial lift of 1.5m (Excluding charges for compaction and watering) includingloading and un-loading wherever required complete in all respect. With initial lead of 250 m and Add extra for each subsequent lead of 500m or part there of beyond ½ Km and up to 1.5 km |
| 8 | Compaction of earth or highly weathered strata (A)By manually or plain roller. (density 90% of Proctor |
| 9 | Watering of earth including cost of carriage of water when source of water is upto 1 km. |
| 10 | Drilling holes of 35 mm diameter for anchor rods.i) Upto 1.50 m depth |
| 11 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 12 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 13 | 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm |
| 14 | Side shuttering including propping etc. complete (to achieve finish F 2 for :© Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 15 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and removing |
| 16 | Providing and Laying in position of Cement concrete Design mix M20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Wellgraded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 320 kg/ cum of concrete) 20 MM |
| 17 | Providing and Laying in position of Cement concrete Design mix M- 25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 420 kg/ cum of concrete) 20 mm |
| 18 | Providing, laying and fixingin position RCC spun or hume pipe with collars (ISI458-2003) in required size packed in gasket forhumeor spunyarn & neatly finishedwith richgrout of cementmortar 1:3 perfectly air tight including testing of joints.(a) |
| 19 | (a) 1200 mm |
| 20 | (b) 600 mm |
| 21 | (c)150 mm |
| 22 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding,transportation charges for structural steel |
| 23 | Supplying of M.S. reinforcementincluding labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786) |
| 24 | Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used. |
