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| 1 | App A - Construction of Sluice |
| 2 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 3 | 50.2.3.1Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete |
| 4 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 5 | 2.16.1Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete (Measurements to be taken of the face areatimbered).Depth not exceeding 1.5m |
| 6 | 51.2.3Filling with Quarry Muck <br> Filling up low lying and water logged areaswith local material/ quarry muck, spreading in layers, leveling the top at site andconsolidation by ramming, etc complete for improving the CBR value of subgrade |
| 7 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 8 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 9 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 11 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 13 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 14 | 60.8Shutter for check dams- Supplying and providing Thambagam wood shutter planks5cm thick including cost of materials and labour charges etc complete |
| 15 | 13.59Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm inthe first coat and second coat respectively. |
| 16 | App B - Side protection and ramp |
| 17 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 18 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 19 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 20 | App C - Construction of Engine thara with shed (karimbinmuttom padam& Chalumpadam) |
| 21 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 22 | 60.2.2Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete |
| 23 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 24 | 2.16.1Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete (Measurements to be taken of the face areatimbered).Depth not exceeding 1.5m |
| 25 | 51.2.4Filling with Sand <br> Supplying and filling sand in foundation trenches ofculvert for stabilizing the top clay layer including watering, ramming, consolidatingand dressing, etc complete for improving bearing capacity of soil. |
| 26 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 27 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 28 | 60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonrywith good quality blasted rubble including packing to compactness to lines and levelscost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site |
| 29 | 5.9.18Centering and shuttering including strutting, etc. and removal of form for:Smallsurfaces such as cantilever ends, brackets and ends of steps, caps and bases topilasters and columns and the like |
| 30 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 31 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 32 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 33 | 5.22.1Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 34 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc.complete.Hot finished welded type tubes |
| 35 | 12.1.3Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white lead, including a coat ofapproved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 36 | 12.4.2Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed withpolymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumenwashers complete.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 37 | 60.8Shutter for check dams- Supplying and providing Thambagam wood shutter planks5cm thick including cost of materials and labour charges etc complete Please Enable Macros to View BoQ information |
