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| 1 | Construction of embankement with material obtained from borrow pits (Lead upto 10km) (Analysis as per MORTH specification 305) |
| 2 | 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 compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 3 | P/L 125 micron polythene sheet as per direction of E/I (PWD SOR 2014) |
| 4 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi (D.S.R. No-16.43.1) |
| 5 | Road cutting by mechnical equipment with all complete work. |
| 6 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m. & lead upto 30m. Including filling , watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) (S.I.No-251) |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)(DSR-4.1.8)/2023 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum (D.S.R 5.33.1.1/2023) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1) |
| 10 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the proportion of 1:1.5:3 in Drain cover and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and including Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. (SOR 284A/CH-5) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (D.S.R. 5.22.6/2023) |
| 12 | S/F of PVC pipe 160mm/Kg pressure. (SOR 2020/SI No-Mat/30) |
| 13 | Brick work with common burnt clay F.P.S (Non modular)bricks of class designation 7.5 in foundation and plinth in.Cement mortar 1.4 DSR 6.1.1) Please Enable Macros to View BoQ information |
