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| 1 | 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. |
| 2 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 25 km pucca (only last 3.03 katcha) |
| 3 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but excluding 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 |
| 4 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 5 | 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. |
| 6 | 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. |
| 7 | Dressing side slopes and preparation of sub grade for lining |
| 8 | 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 |
| 9 | 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) |
| 10 | 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) |
| 11 | 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) |
| 12 | Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. |
| 13 | Filling Contraction Joint with sealing compound complete in all respect |
| 14 | Filling expansion joints with special impervious hot pour 12.5 mm wide |
| 15 | 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. |
| 16 | Providing & laying 250 mm wide LDPE Film 150 micron over sleepers |
| 17 | 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 deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. |
| 18 | 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) |
| 19 | 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) |
| 20 | Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 21 | 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. |
| 22 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 23 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 24 | removing hume pipes ( 600 to 900 mm dia ) 8,27 c |
| 25 | Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) |
| 26 | Providing, lowering in trenches to correctgradient and alignment, jointing with tyton rubber jointandcuttingof reinforcedcementconcrete spigot and socketed pipes and specialswithrubber ring ISImarekdasperIS code IS458-2003 into trenches for all depths and layingout the same to correctalignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surroundingbenchings, haunches and envelopes are completed.Thepipesshall rest on thebedsatall jointsthroughtheir length sand fixing of rubber ring, facing, testing the pipes for leakageandmakinggoodthesame leakage andalldefectstotheentiresatisfactionof the Engineer-in-charge including all cartage etc. Please Enable Macros to View BoQ information |
