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| 1 | E/W in filling or cutting in ordinary soil 1.5m lift & 50m lead including cartage 5km distance all complete. |
| 2 | E/W in excavation in foundation ordinary soil 1.5m lift & 50m. lead including all complete. S.I. No. 251 |
| 3 | P/L C.C. 1:5:10 cement fine sand mortar & 40mm gauge brick ballast as directed by E/I. S.I. No. 274 |
| 4 | First class B/W in 1:4 cement & coarse sand mortar in foundation & plinth etc. completed as directed by E/I. S.I. No. 305(b) |
| 5 | 12mm thick plaster with cement mortar in 1:4 cement and fine sand etc. all complete as per S.I.No. 584 |
| 6 | Granular Sub-base with well Graded Material (Table400.1)-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 Technical Specification Clause 401. |
| 7 | WBM G3-Providing, laying, spreading and compacting stone aggregated of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densitygrading 3 as per Technical Specification Clauses 405. |
| 8 | Cement Concrete Pavement - Construction ofun-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, 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 including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications. |
| 9 | P/L of C.C. in 1:2:4 cement & coarse sand mortar & appd. Stone grit etc. all comp as directed by E/I. S.I. No. 279(b) |
| 10 | R.C.C. slab in 1:2:4 cement, coarse sand & appd. Stone grit all comp. as directed by E/I. S.I. No. 284 |
| 11 | M/S or iron plain for R.C.C. work etc. all comp. S.I. No. 504 |
| 12 | S/F of sign board with BG stone including all comp. |
