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| 1 | Earth work Filling in ordinary soil excavation to be in from or regular pits not exceeding 1/2 m. in depth and earth work in embankment to be 20 cm layer including raming and dressing the surface to required level and slope by carted earth from 5 km distance beyond city portion to available as direction by Engineer in Charge as per A.R.1 |
| 2 | Earthwork in excavation for structures as per drawingand technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per sor4.1.6 |
| 4 | Class- 150 brick work in 1: 4 cement and coarse mortar in foundation and plinth excluding materials but including all labour and T&P etc. required for proper completion of the work.As Per Chapt. 6 Sr No. 1(6.1.1) |
| 5 | 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. |
| 6 | Constructionof un-reinforced, dowel jointed at expansion and construction joint only, plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (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 \admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 7 | R.C.C. works with cement approved coarse sand and 2cm. (3/4\") gauge approved stone ballast in the propotion 1 : 2 :4 in all labour and T&P etc required for proper completion of work As Per As Per Chapt. 5 Sr No. 2 (4.2.3)+Sr.No. 3(4.3.1) |
| 8 | Mild steel iron work for R.C.C. work required forrequired for proper completion of the work.As Per Chapt. 1 (13b) & chapt. 5 Sr.No. 22(5.22.5.6 |
| 9 | 12mm thick plaster with cement approved coarse sand in 1:3 with a floating coat of neat cement including supply of all materials labour and T&P etc. required for proper completion of the work. As Per Chapt. 3 Sr No. 6(13.9.1) |
| 10 | Supply & Fixing of road Furniture |
