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| 1 | Earth work filling in ordinary soil excavation to be in form of 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 and also including 1.5 m. lift and 30m. lead the earth work from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m. distance. as directed by Engineer in charge.Chapt. 4 S.I N0.-1.2.25(A)(5 km carted earth) |
| 2 | Excavation of earth in foundation pipe, cable etc in ordinary soil (loam, clay or sand) including lift up to 1.5m. and lead upto 30.00 m. & dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by E/l with in lead 20 m. As per P.W.D. Chapter 4 S.I No.2 (2.8) |
| 3 | Providing and laying cement concrete 1:6:12 (1Cement : 6 coarse Sand :12 graded brick aggregate 40 mm nominal size ) including supply of labour & T&P etc. require for proper completion of work. Chapter 5 S.I.No.1(273) |
| 4 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth excluding material but including all labour and T&P etc. required for proper completion of work Chapter 4 S.I.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.(MORD) |
| 6 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with Smooth wheel roller 80-100 kN in stages to proper grade and camber ,applying and brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Grading-3. As per technical specification clause 405 |
| 7 | 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 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 8 | R.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in proportion of 1:2:4. including all labour and T&P etc.required for proper completion of work. Chapter 5 S.I.No.2(4.2.3) |
| 9 | Mild steel iron work for R.C.C. workrequired for proper completion of work. As per PWD Schedule Chapter 1S.I No-13 (a) & Chap 5 S.I.No. 22(5.22.5.6) |
| 10 | P.C.C. work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in proportion of 1:2:4. including all labour and T&P etc.required for proper completion of work. Chapter 5 S.I.No. 2(4.2.3) |
| 11 | 12 mm thick plaster with cement approved coarse sand in 1:3but including all labour and T&P etc. required for proper completion of work. Chapter 13 S.I.No. 6(13.9.1) |
| 12 | Supply & Fixing of road Furniture |
