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| 1 | E/W in excavation in foundation ordinary soil 1.5mtr. Lift and 30mtr. Lead including all complete. As Per SI No. 251. |
| 2 | E/W in cutting or filling in embankment with ordinary soil including ramming dressing etc complete including 2 km cartage earth. As Per SI No. 253. |
| 3 | P/L C.C. 1:5:10 cement fine sand mortar and 40mm gauge brick ballast. Including supply of all materials, labour, T&P etc complete. As Per SI No. 274. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 (MORD) Technical Specification Clause 401. |
| 5 | Ist Class B/W in 1:4 Cement, Coarse sand Mortar including supply of all labour, material T&P etc complete. As Per SI No. 305(b). |
| 6 | C.C. in 1:2:4 Cement, C/Sand & Approved stone ballast including supply of all materials, labour, T&P etc complete. SI No. 279 (b) |
| 7 | 12mm thick Cement Plaster 1:3 cement and coarse sand including all labour, material T&P etc complete As Per S.I. No. 583. |
| 8 | R.C.C. work 1:2:4 cement C/sand and 20mm gauge S/grit with centering shuttering and supply of all materials, labour T&P etc complete.SI No. 284. |
| 9 | Mild Steel in Plain work such as reinforced concrete or reinforced brick work (when not included in an over all rate) wrought to required shape as necessary including bending for the proper completion of the work. As Per SI No. 504. |
| 10 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 11 | Supply and Fixing of Sign Board black granite stone including all etc complete. Please Enable Macros to View BoQ information 12.01 |
