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| 1 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 2 | Earth work in excavation In foundation in ordinary soil. S.I. no 251 |
| 3 | Providing & laying plain cement concrete with cement, sand and 40 mm guage stone aggregate (1:5:10) DAR 4.1.10 |
| 4 | Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III |
| 5 | Brick work in 1:4 cement and coarse sand mortar in foundation upto plinth as per DAR 6.1.1 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of formwork: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 8 | Mild steel or iron in plain work shch as reinforced concrete work i/c cutting , bending for proper completion of the work . SI No. 504 |
| 9 | Dewatering during costruction by 10HP dewatring pump |
| 10 | 'Construction of un-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, 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,(Without Dowel Bar) 'using curing compound (where specified) and water finishing to lines and grade as per drawing and As per MORD Specification. Clause 1500 |
| 11 | Cement Concrete 1:2:4 in Cement Coarse Sand and Stone ballast-10-20 mm gauge mixing and laying complet in bed floor all respect. . |
| 12 | Stuck deep cement pointing in 1:3 Cement mortar with coarse sand including cost of al material labour T&P etc. Please Enable Macros to View BoQ information |
