|
| 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 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. |
| 3 | S/Laying of lean conc. With 1:3:6 mix. 40 mm gauge Brick ballast i/c all as per SI no 800&1200 |
| 4 | 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 |
| 5 | 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. |
| 6 | M-150 class B/W in 1:4 cement & C-sand,infoundation i/c all. as per SI no 600&1200 |
| 7 | 12mm plaster in 1:4 cement & C/ sand mortar complete in all respects. as per SI. N0-600 |
| 8 | Cement Concrete with 2cm. Gauge approved stone grit, coarse sand & cement in proportion of 4:2:1 i/c sipply of all materials, labour, as SI N0-800&1200 |
| 9 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 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 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm 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. as per drawings and Technical Specification Clause 1504. (Colour Tile) |
| 12 | S/F Information /sign board i/c all comp. at site. Please Enable Macros to View BoQ information |
