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| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side |
| 2 | Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specificationsSOR SCH. P.W.D. 280 |
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specificationsSOR SCH. P.W.D. 307 (1: 3) |
| 4 | Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications SOR SCH. P.W.D. 309(3) (1:4) |
| 5 | Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification SOR SCH. P.W.D. 288. R.C.C grade M-25 (nominal mix) |
| 7 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification SOR SCH. P.W.D. 504 |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 9 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 10 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast) |
| 11 | Pointing with cement mortar (1:2) on brickwork as per drawing and technical specificationSOR SCH. P.W.D. 574 |
| 12 | Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of SOR SCH. P.W.D. 253 |
| 13 | Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification |
| 14 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 15 | Excavation in Foundation in O/S (loam clay or sand) including lift upto 1.50m & lead upto 30m & including filling watering and ramming of excavated earth into the trenches or into the space Between the building and the sides of foundation. (P.W.D. Sch No. 251) |
| 16 | Earthwork cutting & embankment in O/S excavation to be in form of regular pits not exceeding 1.0 m and 50 cm in depth and earth work in embankment to in 20cm Layers including ramming and dressing the surface to required level and slops and also including 1.50 m lift and 30.0 m lead . the form cutting to be useed in making embankment or to be deposit as spoil banks with in 30m distence as directed by the engineer in charge as per si no. 253. Including Cartage From 5.0km . |
| 17 | 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. |
| 18 | M150 B/W in 1:4 Cement:C Sand Mortar in Plinth & Foundation Including Supply Of All Materials Labour And T&P etc. As per si no 305(b). |
| 19 | P/L125 microne polythene |
| 20 | Making construction joint in road |
| 21 | Laying C.C. road slab consisting of 1 cement, 2 coarse sand & 4 stone ballast 20 mm. gauge over prepared subgrade after its rectifications and bringing it to proper camber |
| 22 | Boring holes to be used for dewatering |
| 23 | Dewatering |
| 24 | P/F of information board and photography Please Enable Macros to View BoQ information |
