|
| 1 | Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc.and disposal of dismantled materials up to a lead of 1000 metres By Mechanical Means. (Excluding G.S.T.) |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Excluding G.S.T.) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.(For Grading I Material). (Excluding G.S.T.) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 3) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (By Mechanical Means') .(Excluding G.S.T.) |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (Excluding G.S.T.) |
| 6 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. (Excluding G.S.T.) |
| 7 | 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. (Excluding G.S.T.) |
| 8 | Reinforced Cement Concrete (RCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. (Excluding G.S.T.) |
| 9 | Reinforced Cement Concrete (RCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications for Drain Cover. (Excluding G.S.T.) |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Excluding G.S.T.) |
| 11 | Supply, Laying & Fixing of of 350 mm dia NP-3 RCC Hume Pipes including all material, labour & T&P etc. (Excluding G.S.T.) |
| 12 | Construction of Patri on both side of the road with Carted Earth Cartage of Earth 5.00 Km with all lift and lead, transporting to site ,spreding grading to required slope and compacting as per SOR SI No 253 & 261 (C). complete in all respects (Excluding G.S.T.) Please Enable Macros to View BoQ information |
