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| 1 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. |
| 2 | Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads , including extra for compensation for ordinary earth/ ordinary clay taken from private land without royalty |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing & including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions |
| 5 | Dressing of Earthwork (New work or remodeling work.) |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.5 mtr depth but upto 3.0 m depth. |
| 8 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 10 | Dag Belling single kassi stroke complete in all respect |
| 11 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 12 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes) |
| 13 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping) |
| 14 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers) |
| 15 | Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. |
| 16 | Filling of construction/Contraction Joints with sealing compound including supply, carriege of material complete in all respect as per design/ drawing and PWD specifications |
| 17 | Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications |
| 18 | Extra bitumen painting at 0.69 per sqm (on sleeper) . Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 19 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 20 | Dismantling brick work, tile masonry or tile lining (in cement mortar) |
| 21 | Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 22 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 23 | Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 24 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr |
| 25 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 26 | Plain cement concrete M-15 Grade in sub-structure complete as per drawing and Technical Specifications Height upto 5m. |
| 27 | Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. |
| 28 | Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. |
| 29 | Plain/Reinforced cement concrete RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per drawing and Technical Specifications Height upto 5m |
| 30 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specifications. |
| 32 | Preparing watering and ramming surface for laying concrete, for irrigation channels horizontally. |
| 33 | Providing & fixing 25 mm thick and 250 mm wide compressible fiber board in expansion joint complete as per drawing and technical clause 2605 of MORT&H specifications. |
| 34 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications. |
| 35 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 36 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110mm o/d PVC pipe of 2.5 Kgf. /sqcm |
| 37 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 38 | Supplying & laying dry brick ballast |
| 39 | Earth work for dismentalling or construction of new pipe outlet including Excavation, refilling, consolidation and dressing channel discharge upto 1.5 cum |
| 40 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing ) |
| 41 | Adjusting new APM Block in correct \\"y\\" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved |
| 42 | Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type |
| 43 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth |
| 44 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 45 | Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete |
| 46 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. |
| 47 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.20 ft = 6.1 cm (min wt 65 kg)) |
| 48 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.25 ft= 7.6 cm (min wt 68 kg)) |
| 49 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.32 ft= 9.9 cm (min wt 72 kg)) |
| 50 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.40 ft= 12.2 cm (min wt 76 kg)) |
| 51 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 50mm i/d |
| 52 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 65mm i/d |
| 53 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 80mm i/d |
| 54 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 100mm i/d |
| 55 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. upto 100 mm inside diameter Please Enable Macros to View BoQ information |
