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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 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 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 |
| 7 | M.s. or tor steel in plain such as RCC work i/c its cutting, bending & binding complete as SI.504 |
| 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 | Supply of 80mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpa and weight 4.5kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.Complete all as per Ni14 of Chapter 20 |
| 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 |