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| 1 | Dewatering & Desilting work |
| 2 | Construction of retaining wall around of pond |
| 3 | Construction of pathway work |
| 4 | S/F of highmast flood light |
| 5 | Construction of granular sub base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and conpacting with roller to achive desired density including all complete. |
| 6 | Construction of un-reinforced, dowel-jointed at expansinon 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 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 weight 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 concerste with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous opreaton including provision of contraction and expansion, constructionm joints, applying dedonding 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 and water finishing to lines and graed as per drawing and Technical Specification clause 1501 (excluding cost of joints. |
| 7 | Supply and laying 350mm dia RCC hume pipe including all complete. |
| 8 | Providing 12 mm thick 1:3 Plaster withcement and coarse sand mortar. SI.No.-583 |
| 9 | PCC 1:2:4 |
| 10 | RCC 1:2:4 |
| 11 | Mild steel work |
| 12 | Construction of padustrial board 1.20 X0.75 m including all complete. |
| 13 | GST |
| 14 | Construction of chamber for 100mm sluices valve |
| 15 | Laying and Jointing PVC Pipe. Heading |
| 16 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using |
| 17 | Brick work in C.M 1:5 mix using 2nd class ground moulded chamber burnt bricks with including cost |
| 18 | Construction of chamber for 100mm sluices valve |
| 19 | The Total value of Schedule1 |
| 20 | The Total value of Schedule4 |
