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| 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.Thick |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soil |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 50 m & upto 250m |
| 4 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 250 m & upto 750m |
| 5 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 750 m & upto 1250m |
| 6 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 1250 m & upto 1750m |
| 7 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 1750 m & upto 2250m |
| 8 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 2250 m & upto 2750m |
| 9 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect.In soft/loose soilExtra lead over item no 1 to 8 of excavated material. Beyond initial lead of 2750 m & upto 3250m |
| 10 | Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 20 cm |
| 11 | 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) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m5.17.2 Deduct in item no 16 (a) to (d) above if Standard Proctor density to be achived is at least 90% |
| 12 | Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) |
| 13 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 14 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar |
| 15 | Recover cost of useful stone @ 2/3rd of masonry work dismantled quantity. |
| 16 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-wateringwherever required. |
| 17 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-wateringwherever required of thickness 7.50 cm |
| 18 | Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. |
| 19 | Single tile lining 84 mm thick with tile size 30x15x5 cm in bed laid in 6 mm thick cement mortar 1:3 (1 cement : 3 bajari ) over base plaster of 12 mm thick in cement mortar 1:6 (1 cement : 6 bajari )and16 mm thick sandwich plaster in cement mortar 1:3 (1 cement : 3 bajari ) includingdressing of bed,scaffolding,layingand jointing of LDPE/HDPE filmandcuring for 28 days complete as per specification excluding cost of LDPE/HDPE film, including cost of jointing material.In bed |
| 20 | Single tile lining 84 mm thick with tile size 30x15x5 cm in bed laid in 6 mm thick cement mortar 1:3 (1 cement : 3 bajari ) over base plaster of 12 mm thick in cement mortar 1:6 (1 cement : 6 bajari )and16 mm thick sandwich plaster in cement mortar 1:3 (1 cement : 3 bajari ) includingdressing of bed,scaffolding,layingand jointing of LDPE/HDPE filmandcuring for 28 days complete as per specification excluding cost of LDPE/HDPE film, including cost of jointing material.In sides |
| 21 | Supplying, laying& spreading of LDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications including cost of LDPE film, overlapping, adhesive tape etc. with transportation charges upto work site complete. |
| 22 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:6 |
| 23 | Plaster in cement sand mortar 1:5 including racking of joints, smooth finishingandcuring etc. completeincluding all leads of all construction materials , of thickness:12mm |
| 24 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materialsof thickness: 20mm |
| 25 | Random Rubbel stone masonry for foundation and plinth ( usining R.R stones where 75% stones to be not less 15 cm in size in any direction and weight not less 23 kg) for foundation including curing,all leads of constrution material and all taxes level etc. complete.in cement sand mortar 1:4 |
| 26 | Raised and cut pointingon stone masonry including racking of joints and curing etc.complete. (a) Cement sand mortar 1:3 |
| 27 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 upto 40 mm |
| 28 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) 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 upto; 20 mm |
| 29 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc.(non -suspended horizontallylaid mass concrete) |
| 30 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills,curved surfaces arches, circular ducts etc. |
| 31 | Side shuttering including propping etc. complete (to achieve finish F 2 for : Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. |
| 32 | 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 upto 40 mm |
| 33 | 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 upto 20 mm |
| 34 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 upto; 20 mm |
| 35 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 upto; 20 mmAdd Extra for RCC work for Bed Plate, Girder, Slab etc in suspended form |
| 36 | Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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 upto; 20 mmAdd Extra for RCC work for tunneling, Chute block, basin block,end sill, dented end sheet etc. |
| 37 | Supplying of M.S. reinforcement including 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). |
| 38 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 39 | S and amp;F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. Ordinary Km. Stone |
| 40 | Supply and fixing in position of APM block made of C.I. as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concerning in C.C. (1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect cost of APM block (all size) per block |
| 41 | Stone patties edges hammer dressed including all lead and liftLength upto 2.50 m to 4.0m and thickness 80mm and above |
| 42 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 43 | Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concretee 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 112mm drain,225mm Av. depth |
| 44 | Supply of sign boards made of 1.25mm M.S. sheet duly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support of M.S. flat 12x3mm whole structure is fixed on two posts of Black m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. - 120 cm. x 75 cm. |
| 45 | Installation of sign board including excavation, cement concrete 1:4:8, 30cmx30cm.x60cm. and transportation complete. - Double post |
| 46 | Lettering with black Japan paint of approved brand andmanufacture. |
| 47 | Supply and fixing of sluice/regulator gates for canal using MS plates, channels, tees, angles, girders etc. of given size and design having suitable brass/gunmetal lining, rubber seals etc. and desired rod length, capstan head, clamps keys, hoisting plateform, ladders, supports, etc. complete (excluding civil works) including painting with zinc rich primer andepoxy paintanddelivery at site. |
| 48 | Supply and fixing of stainless steel plate grade 304 having size 75x8 MM |
| 49 | Supply and fixing of sluice/regulator gates for canal using MS plates, channels, tees, angles, girders etc. of given size and design having suitable brass/gunmetal lining, rubber seals etc. and desired rod length, capstan head, clamps keys, hoisting plateform, ladders, supports, etc. complete (excluding civil works) including painting with zinc rich primer andepoxy paintanddelivery at site.12.54.1 add extra if worm gears are to be provided in capstan. |
| 50 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded Parshall Flume, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.20 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, assemble dissemble system for easy in handling / transportation including stiffeners hold fast, sand treatment on the back side of flume etc. complete. Channel discharge in Cusec Up to 250 cusec, 7 mm +-1mm thick |
| 51 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 40 cusec, 5 mm +-1mm thick |
| 52 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 30 cusec, 5 mm +-1mm thick |
| 53 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 25 cusec, 5 mm +-1mm thick |
| 54 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 8 cusec, 4 mm thick |
| 55 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 10 cusec, 4 mm thick |
| 56 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 15 cusec, 5 mm thick |
| 57 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 3 cusec, 3 mm thick |
| 58 | Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated pre-fabricated fibre-glass reinforced plastic (FRP) moulded cut throat flume without any joint, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smoothanduniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per secondandengraved discharge table showing calculation discharge variation at every 0.10 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, light in weight and easy in handling including stiffeners hold fast, sand treatment on the back side of flume etc. complete.Up to 4 cusec, 3 mm thick |
