|
| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the road, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and leveling etc. complete as per direction of E/I.(S.R. Item No. 5.1.3.1) |
| 2 | E/W in stripping by hydraulic M/C in grade A & B type of soil including morroum soil, soil mixed with kankar, pebbles, boulders upto 300 mm size and disposal of the same along with all organic materials in the country side beyond 150M. upto 500 M in all by tipper including construction & maintanance of haul road etc. all complete as per specification and direction of E/I.(SR Item No. 5.1.6.1) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kind of soil , soil mixed with kankar , Pebbles and boulders upto 300 mm size and disposal of soil upto 500m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(S.R. Item No. 7.1.43.2) |
| 4 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(S.R. Item No. 7.1.43.4) |
| 5 | Watering and consolidation of earth laid in 150mm to 225mm layers by manual labours with C.I hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I.(SR No. 7.1.38) |
| 6 | E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5M. all lifts as per specification anddirection of E/I.( S.R. Ref 7.1.27 ) |
| 7 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes completejob as per specification and direction of E/I.( S.R. Ref 7.1.37 ) |
| 8 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.( S.R. Ref Part a 5.6.4 ) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size( S.R. Ref 5.3.1.2-BCD ) |
| 10 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. ( S.R. Ref 5.4.8 ) |
| 11 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in Superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints,curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. ( S.R. Ref 7.4.13 ) |
| 12 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.(2.5 to 3.0)washed and screened including curing, scaffolding, wherever required and its removalroyalty and all taxes etc. complete job as per specification and direction of E/I. ( S.R. Ref 5.5.5 ) |
| 13 | Providing 1.5mm thick cement punning including curing etc all lifts as per specification anddirection of E/I. ( S.R. Ref 7.5.10 ) |
| 14 | Supplying 150mm dia NP2 hume pipe |
| 15 | Labour for laying, fitting and fixing NP2 hume pipe with collars inline, level and grade, as well as providing approved jointing materialsand joints properly filled to make them water proof, all complete, as per specification and direction of E/I. ( S.R. Ref 7.6.1.1 ) |
| 16 | Earthwork in filling foundation trenches and back fillingofstructures in layer not exceeding 150 mm.thick well watered,rammed andfully compacted and finely dressed with suitableearth obtained from excavation of foundation trenches and placedin a suitable profile within a lead of 30M and lift of 1.5M complete job,as per specification and direction of E/I. ( S.R. Ref 6.1.16 ) |
| 17 | Supplying and laying(properly as per design and drawing )rip-rap with good quality of boulders duly packed including cost of materials, royality and all taxes etc but excluding cost of carriage all complete as per specification and direction of E/I.(SR No. 5.6.8) |
| 18 | Carriage Of materials:- i). Cement |
| 19 | ii). Sand |
| 20 | iii). Chips |
| 21 | iv). Boulder |
| 22 | v). Hume Pipe |
| 23 | Good and Service Tax @12% |
| 24 | Labour Cess @ 1% |
