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| 1 | Clearing grass and removal of rubbish up to a distance of 50 meter outside the periphery of the area. (RCD 2.02) |
| 2 | Earth work of Bed Clearance or Desilting of canals carring F.S. discharge of 28 cumecs (1000 cusec) or more in dead course of rivers etc in ordinary soil and removing the excavated earth in proper profile in spoils etc. with initial lead of 30m and lift of as per specification and direction of E/I. (WRD 7.1.18) |
| 3 | Extra for earthwork for each subsequent lift of 1M over the initial lift of 1.5 m. No. of lift =3 Nos. 3X13.27 = Rs. 39.81 (WRD 7.1.34) |
| 4 | Extra for wet earth all complete as per specification and direction of E/I.(WRD 7.1.22) |
| 5 | Dismantling of existing structures like culverts, bridge, retaining wall and other structures, comprising of masonary, cement concrete, wood work, steel work, including T& P, and scaffolding whrever nesessary, sorting the dismanteld materials, disposal of unserviceble materials and stacking the serviceable with all lifts and lead of 1000 meters.(2.04, I, B) RCD |
| 6 | E/W in filling in flood embankment, canal banks ( canal discharge above 28 cumecs ) as well as special repair of embankment and canal banks in Ordinary soil in proper profile (vide classification of soil item - A) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc. with initial lead of 30M and Initial lift of 1.5m including breaking clods to maximum 50 mm cube Placing the earth in layers not exceeding 225mm thick complete as specification and direction of E/I. (Mode of measurement Sectional measurement shall be of compacted earth ) ( WRD 7.1.24 ) |
| 7 | E/W in flood embankment,canal bank as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil A and B ) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs,roots,or any other ingredients with all lifts including breaking clods to maximum 60 mm size,placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.(As per TEC letter No.587 Dated 22-09-06)(Lead beyond 150M but upto 500M) (WRD 7.1.26.1) |
| 8 | Labour for rolling and compacting the earth in layers of 225mm thick at OMC by sheep foot roller driven by tractor to achieve min.95 % of max. 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 as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. (Mode of measurement- sectional measurement of compacted earth) WRD (7.1.39) |
| 9 | Fine dressing of the canal banks or embankment and turfing with 75 mm thick grass…do…as per specification and direction of E/I. (WRD 7.1.42.1 ) |
| 10 | Providing compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand, including cost of water, ramming, levelling and dressing etc. all complete as per specification and direction of E/I(WRD 7.2.1.B) |
| 11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.RCD(12.04) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.(PCC grade M15 )(Height upto 5m) RCD13.05 A(p) |
| 13 | Providing 100mm thick PCC lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M (2.50 to 3.00) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal, curing, royalty and all other taxes etc, all complete job as per specification and direction of E/I.(WRD 7.2.19.1) |
| 14 | Furnishing and placing Reinforcement/Prestressed concrete in super-structure as per drawing and Tchnical Specification. RCC Grade M20 (item no 14.01 A case ii p) RCD (Hight up to 5m for T beam & slab) |
| 15 | Furnishing and placing reinforced/prestressed cement concrete in super-structure as per drawing and technical specification( RCC grade M25 ) RCD(14.01 )B (p) |
| 16 | Hessain cloth (0.3 kg/m2 cot) WRD M268 page-61 |
| 17 | Supplying and labour charge for laying and fixing polythene sheet 125 micron (WRD M 413) |
| 18 | Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I.(WRD 7.2.10.1) ( For canal side slope) |
| 19 | Providing shutering including struting proping etc and its removal ofter use in foundation as per specification and direction of E/I. (7.3.18) |
| 20 | Supply of boulder with minimum size of 300 mm. (WRD M-018) |
| 21 | Labour charges for pitching on apron slope of bank with stone boulders duly packed(uncrated ) complete job Materials within 150 m and all lifts as per specification and direction of E/I. ( WRD 7.7.18 ) |
| 22 | Earth work 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 exacavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.( WRD 7.1.43.4) |
| 23 | Extra earth work in hard soil, vide classification of soil item B. (WRD 7.1.10) |
| 24 | E/W in Excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper construction and maintanannce of haul road all complete as per specification and direction of E/I. (7.1.43.6) |
| 25 | Providing coarse clean local sand in filling in foundation trenchese including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I (7.1.37) |
| 26 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. (6.1.16) |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in sub - structure complete as per drawing and technical specifications. RCD (13.06 ) i) 10mm Ø (TMT Fe 500) |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in sub - structure complete as per drawing and technical specifications. RCD (13.06 ) (ii) 12 mm Ø (TMT Fe 500) |
| 29 | Carriage of Cement |
| 30 | Carriage of Sand |
| 31 | Carriage of Stone Chips 5mm to 20mm |
| 32 | Carriage of Stone Metals 20mm to 40mm |
| 33 | Carriage of Steel |
| 34 | Carriage of Boulder |
| 35 | Add GST @18% |
| 36 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
