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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge 0.30m & above. (PWD SOR 2.6.1.) |
| 2 | Construction of subgrade with material obtained from available land(forcarted Earth work)construction of embankmet with approved material obtained from borrow pits with a lift upto 1.5m transporting to site,spreading ,grading to requied slope and compactingto meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause301.5,.As per MORD301.5(3.4) included 9 KM Cartage Earth. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:3:6 (1 cement 3: coarse sand 6 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.6) |
| 4 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: cement mortar 1:4 (1 Cement: 4 coarse sand) (PWD SOR 6.1.1) |
| 5 | Providing and Laying in position Cement concrete of specified grade excluding 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 S.O.R. 2020 (4.1.2) |
| 6 | 15 mm thick cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement and 4 fine sand) (PWD SOR 13.8.2) |
| 7 | Granular Sub-Base with close Graded Material By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400.1 |
| 8 | Water Bound Macadam Grade-3 Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. as per clause 405 |
| 9 | Providing and laying of interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504 (exclusive GSB) MORD 1500 (6.7) |
| 10 | 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 |
| 11 | Supplying, fitting, and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications Clauses 1002 and 1202 Please Enable Macros to View BoQ information |
