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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 with 3.0 km cartage. |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1:3:6) (M-10) |
| 3 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar |
| 4 | Providing concrete 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 (1:1.5:3) |
| 7 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 8 | Construction of Granular Sub Base by providing Well graded material, spreading in uniform layers with Motor graderTractor mounted appropriate equipment 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 Clouse 401 |
| 9 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadam (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill \up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405. |
| 10 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mmSupply of 80MM thick ISI marked I shaped Mechanically Compresed interlocking cement concrete paver blocks smooth high gloss finish skid resistant manufacture from rubber mould through vibro compression machine having plan dimension 200*(160+120mm) with minimum 5mm thick topping. The compresive strength of concrete paver block shall not be less than 30 Mpa and weight 4.50kg per no. Conforming To IS:15658-2006 including cost of Material labour T&P. Grey as per drawings and Technical Specification Clause 1504. (Colour tiles) |
| 11 | S/F m.s iron work in channel at croosing nali 100x50mm channel tube si.no.1025.6 |
| 12 | S/F Information /sign board i/c all comp. at site. Please Enable Macros to View BoQ information |
