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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means, In area of light jungle, (Common SOR: 2.03 (ii) A ) |
| 2 | Preparation of seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification & direction of E/I.( wrd -7.1.1) |
| 3 | E/W in Excavation of cut-off traches by hydraulic M/C in grade A & B type of soil including morroum soil, oil mixed with kankar, pebbles & boulders upto 300 mm size and disposal of the same beyond 150 M upto 1/2 Km from centre of the trench with all lifts by tipper including construction & maintanance of haul road all complete as per specification and direction of E/I. (WRD SOR: 5.1.9.1) |
| 4 | E/W in dam fill in semi pervious or impervious zone excavated by Hydraulic Excavator and carriage by Tipper Truck making dam in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63 mm cube with all lifts includingg construction and maintenance of haul road etc. all complete as per specification and direction of E/I. (Beyond 150 m but upto 1/2 km.)(WRD SOR: 5.1.22.1) |
| 5 | E/W in dam fill in semi pervious or impervious zone excavated by Hydraulic Excavator and carriage by Tipper Truck making dam in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63 mm cube with all lifts includingg construction and maintenance of haul road etc. all complete as per specification and direction of E/I. (Beyond 0.5 km but upto 1.0 km.)(WRD SOR: 5.1.22.2) |
| 6 | E/W in dam fill in semi pervious or impervious zone excavated by Hydraulic Excavator and carriage by Tipper Truck making dam in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63 mm cube with all lifts includingg construction and maintenance of haul road etc. all complete as per specification and direction of E/I. (Beyond 1.0 km but upto 2.0 km.)(WRD SOR: 5.1.22.3) |
| 7 | E/W in dam fill in semi pervious or impervious zone excavated by Hydraulic Excavator and carriage by Tipper Truck making dam in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63 mm cube with all lifts includingg construction and maintenance of haul road etc. all complete as per specification and direction of E/I. (Beyond 2 km but upto 3.0 km.)(WRD SOR: 5.1.22.4) |
| 8 | Labour for rolling and compacting the earth in layer of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achiveminimum 95% dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface with proper camber, grade superelevation including hire chargeof compactin machine and other tools & plants etc. for lined canal all completejob as per specification and direction of E/I. |
| 9 | Trimming and dressing side slope of dam to proper section with all Lead and lifts as per drawing specification and direction of E/I. ( wrd 5.1.38 ) |
| 10 | Supplying and placing Geotextile filter fabric TFI 5300 (WRD SOR M-124, P-37) |
| 11 | providing coarse clean local sand infilling foundation trenches including ramming , watering ,royaltyand all other taxes complete job as per specification and direction of E/I (WRD 7.1.37) |
| 12 | Supplying and laying (properly as per design and drawing ) rip-rap with good quality of boulders duly packed including the cost of materials, royalty,all taxes etc. but excluding the cost of carriage allas per specification and direction of E/I. (Common SOR: 6.8) |
| 13 | Supply of boulder of 300mm and labour charge for pitching above water on apron and slope of bankwith boulders in cratesof specified size(materials within 150m and all lifts) including boxing and tying the crates with 12 to 14 gauge G.I. wire including cost of G.I. wire all complete job as specification and direction of E/I. WRD SOR: 7.7.21 + ( RCD - M-018+14.95% ) |
| 14 | Supply of G.I.Wire crates of size 1.50m X 1.50m X 0.45 m and 150mm square each made out of G.I. wire 8 SWG double knotted at each joints in box type all complete as per specification and direction of E/I. |
| 15 | Supplying and laying boulder in rock toe, heel trenches, toe drain as per design and 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. (WRD SOR: 5.6.4) |
| 16 | PCC 1:3:6 in foundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechnically mixed, placed in foundation and compacted by vibration including curing for 14 days.(RCD SOR 9.03) |
| 17 | Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specificationPCC Grade M15 using batching plant & manual placing ( RCD 12.08A II) |
| 18 | Providing random rubble stone masonry in CM (1:4) in superstructure with hammer dresssed stone of less than 0.03 m3 in volume and clean coarse and of FM 2 to 2.5including cost of screening, racking out joints to 20mm depth , curing taxes and royalty all complete as per building specification and direction of E/I. (BCD SOR: 5.2.31) |
| 19 | Providing 25mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD SOR -5.7.12 ) |
| 20 | Fine dressing of the earthen embankment and turfing with 75mm thick grass sods obtained within lead of 150m including the cost of watering the grass surface till it acquires greeness as per Specification and direction of E/I. (WRD-6.1.24.1) QTY in 100 sqm |
| 21 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838 - 1983 in expansion or construction joints inbarrage and its allied worksas per specification and direction of E/I. (WRDS/R item no. 6.7.3 ) |
| 22 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :DSR-22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 23 | Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I. ( WRD S/R item no. 6.7.1 ) |
| 24 | Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I. ( WRD S/R item no. 7.3.18 ) |
| 25 | Providing shuttering including, struting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. ( WRD S/R item no. 7.3.19 ) |
| 26 | E/w in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammered and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile within lead of 30m and lift of 1.5m complete job as per specification and direction of E/I. (WRD-S/R 7.1.31) |
| 27 | Diesel pump per 10 H.P ( WRD SOR PART-B, PM-29 ) |
| 28 | Carriage of Materials (i) Cement |
| 29 | (ii) Sand |
| 30 | (iii) Stone chips |
| 31 | (iv) Stone Metal |
| 32 | v) Boulder |
| 33 | Add GST @18% |
| 34 | Add Labour Cess @1% |
