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| 1 | Work |
| 2 | Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per technical specification clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5Ref. To MoRD 301.5 (3.4) |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m width as well aas 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by the engineer i/c.2.1.1;Rate as SI No. 2.8.1 |
| 4 | P/L of cement concrete 1:5:10 (1 cement : 5 coase sand : 10 graded stone aggregate 40mm nominal size) and curing complete i/c cost of formwork in foundation and floors.PWD SOR Ch. 8 DAR No. 4.1.10 |
| 5 | Brick work with common brunt clay (non modular) brick of class-150 in foundation and plinth in Cement mortar1:4 ( 1 cement: 4 coarse sand) As per SI No. 6.1.1 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40mm nominal size) including supply of all materials, labour T&P etc. As per DAR 4.1.2 |
| 7 | 12mm thick plaster with cement mortar in proportion of 1:4 cement and approved coarse sand. As per SI. No. 13.4.1 |
| 8 | 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. |
| 9 | Construction ofun-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, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 10 | Centering and shuttering including strutting, propping etc and removal of form for Foundations footings, bases of cloumns, etc for mass concrete as Si NO. 5.9.1 |
| 11 | Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) as SI No. 5.1.2 |
| 12 | Mild steel or iron in plain work such as rein-forced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary. |
