|
| 1 | Earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.5m in depth and local e/w in embankment to be in 20cm. I/C royality both side patri. 2.25 |
| 2 | E/W in excavation in foundation in ordinary soil I/C 30 m lead and 1.5 m lift with ramming dressing etc all complated as per direction of E/I Si no.2.1.1 |
| 3 | Providing and laying PCC 40 mm in 1:6:12 (cement, fine sand and 40mm brick ballast grit) supply of all materials, labour T&P etc complate. PWD(SCH) 273 |
| 4 | P/L of 25mm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 20mm grit Si. No. 601 |
| 5 | Class- 150 brick work in 1:4 cement nd coarse sand mortar in foundation and plinth I/C , S/O materials, labour and T&P etc. required for proper completion of the woprk Si. No. 305 B |
| 6 | Providing and laying in position cement concrate of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 ( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) as per 4.1.3 |
| 7 | Steel r/f for RCC work ready to use \\"cut and bend \\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above plinth level AS PER DSR. 5.22C |
| 8 | 12 mm cement plaster of mix: 1:6 (1 cement: 6 coarse sand) as per 13.1.2 |
| 9 | construction of granular sub base by providing well graded materials , spreading in uniforms layers with motor grader on prepared surface , mixing by mix in plase method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desire density, complate as per technical specification clause 401 |
| 10 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrate 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 sand fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in aconcrate mixer of not less than 0.2 cum capacity and appropiate weigth 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 concrate with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous opretion 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 concrate slabs for 14-days |
| 11 | S/O 350 MM DIA NP3 HUME PIPE |
| 12 | LAYING & FIXING OF 350 MM DIA NP3 HUME PIPE Please Enable Macros to View BoQ information |
