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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 approximate 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 plants and jungles when and where necessary. Depth up to 150 mm. |
| 2 | By Mix in Place Method :Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – II(1 Layer Compacted Thick) |
| 3 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 4 | Cement Concrete Pavement (manual laying) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base with cement content maximum up to 425 kg/cum as per IRC: 15-2011, coarse and fine aggregate conformimgto IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix desing(as per IRC:44 2008), laid in approved fixed side formwork(steel channel, laying and fixing of 125 micro thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debondind strips, primer, polysulphide sealnt, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.(p-265 i-6.02(A) ) |
| 5 | Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil |
| 6 | Providing and fixing M.S information board of 1.2m x0 .75 m size made with 1.5 mm plate welded over angle iron (40mm x40 mmx5 mm) in both sides (Side stands) and (20mm x 20mm x 3 mm )in top and bottom and diagonal bracing with MS flat( 50mm x50 mm x6 mm) having total height 1.5m above GL and side stands embeded in a depth of 0.6m into 1:2:4 PCC including writing and painting as per direction complete. |
| 7 | Add GST,as applicable @ 18% |
| 8 | Add Labour welfare cess @ 1% |
