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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Approved Material. Specification N. 304 (S.N. 12.01i) (Ordinary Soil) |
| 2 | 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 rotavator at OMC , and compacting with vibratory rollar to achieve the desired density , complete as per clause 401 |
| 3 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04 |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25) SI.No.12.08 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600) |
| 7 | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 |
| 8 | Filling of cartage earth (1 Km. Distance) both side of approch of the bridge and shoulder of the road including loading, unloading, ramming, dressing and leveling etc complete as per direction of Eng-in-charge. |
| 9 | Provinding and Laying of Rubber moulded (Red Colour) Interlocking Concrete Block Pavements having thickness 80mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawing and Technical Specification Clause 1504. Rate As per SOR |
| 10 | Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.04 |
| 11 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 12 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. |
| 13 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. |
| 14 | Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 15 | 12mm thick plaster with cement mortar in proportion of 1:4 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. Please Enable Macros to View BoQ information |
