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| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2 | 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 3000 m as per Technical Specification Clause 301.5 |
| 3 | Providing concrete for plain/reinforced concrete PCC M-10,Nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 4 | Brick masonry work in 1:4 cement ,coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix 1:2:4 c/c.coarsesand ,stone gritt |
| 7 | 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. |
| 8 | 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. Colour tiles as per drawings and Technical Specification Clause 1504. |
| 9 | Plain/reinforced cement concrete R.C.C. M-25 in substructure complete as per drawings and technical specification ClausesCH 12.5, 802, 804, 805, 806, 807, 1202 ans 1204 |
| 10 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 11 | S/F sign board i/c all comp. at site. Please Enable Macros to View BoQ information |