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| 1 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to pproximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing.Depth upto 150 mm |
| 2 | For each additional Depth of 150mm and part thereof (Four layers) |
| 3 | Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-inCharge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants. |
| 4 | Construction of granular sub-base V by providing graded material, mixing in place at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 5 | Water Bound Macadam Base Course, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 ofSpecifications for Road & Bridge Works of MoRT&H (5th Revision), B. Manual Means |
| 6 | Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavement (ICBP) with concrete grade as specified as per Table I of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC : SP :63 (2018),from BIS license manufacturer, with spacer nib (small Protruding Profile on the vertical face of a paver block used as device for keeping minimum joint in between the paving blocks, as per cl. no. 3.26 of IS :15658 and of specified size and shape with aspect ratio (The ratio of lenght of thickness of apever block, as per cl. no. 3.3 of IS:15658) as per table 2 of IS :15658 with flexural strength/breaking load as per annexure G of IS : 15658,on the prepared base course og specefied CBR of as per table 1 of IRC SP : 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand asv per clause 6.5.1 of IRC SP-63) and filling up the gaps in between in between pever Blocks with joint filling sand (the grading of the joint filling sand will be as per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand,compaction,levelling and fillng up of the edge gap.100 mm thickM 50 grade (Grey) |
| 7 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.(b)PCC Grade M-30 Using concrete mixer. |
| 8 | Add: GST @ 18% |
| 9 | Add: Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
