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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 5000 m as per Technical Specification Clause 301.5 |
| 2 | Construction Of Granular Sub Base By Providing well Graded Material Spreading In Uniform Layers With Tractor mount Grader On Prepared Surface, Mixing by Mix In Place Method Tractor With Rotavator at OMC, and Compacting With Three wheel 80-100 KN Static Roller To Achieve The Desire Density, Complete as per Clause 401. As per MORD Analysis. |
| 3 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-20 1:1.5:3 |
| 4 | Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8 |
| 5 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 |
| 6 | Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204 |
| 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 M20 1:1.5:3 |
| 8 | Providing ,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreasing in uniform thickness hand packing,rolling with three wheel 80-100 KN static Roller in stages to proper grade and camber,applying and brooming,requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density asper clouse 404 |
| 9 | supply & Laying 80mm thick precast concrete I- shape interlocking paver blocks ISI mark confirming to IS :15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of OP cement, smooth high gl0ss finish skid resistant manufactured from rubber moulds through vibro compression mechanism. The cmpressive strngth of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No. including cost of materials and with a blanket layer 4cm thick fine sand , labour T&P etc. required for proper completion of the work as directed by Engineering incharge. |
| 10 | Supply and fixing of M.S sign board.of prescribed size 1.20m *2.75 m with angle 40*40*6 mm iron angle and 1 mm thick ms iron sheet including painting and letter writting complete. Please Enable Macros to View BoQ information |
