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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 3000 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, laying, spreading and compacting stone aggregates Grading-III of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 KN Static Roller in stages to proper grade and camber, applying and brooming crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical specificationr Clause 404.as per MORD Analysis. |
| 4 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 5 | Laying of 80mm thick precast cement concerete I-shape or zigzag interlocking paver block ISI Mark conferming to IS 15658-2006 with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P cement, smooth high gloss finish, skid resistant,manufactured from rubber moulds through vibrocompression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) and weight 5Kg per no. Including cost of material and with a blankey layer of 4.00cm thick fine sand , labour,T & P etc required for proper completion of the work as directed by Engineer-in-charge. |
| 6 | Plastering with cement mortar (1:4), 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 |
| 7 | Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 9 | M.S.Iron work as reinforcement in R.C.C work i/c all 1.00 % of R.C.C work |
| 10 | Supply and fixing of M.S. sing board made up of 40x40x6 mm angle iron (vertical post of length 2.75 m),40x5mm flat cross angle,1 mm thick ms sheet (1.20x.90 sqm)including excavation of pit (.45x.45x.45cum) ,cement concrete 10:5:1 with 40 mm brick ballast,fine sand and cement 10 cm thick,cast cement concrete 1:2:4 with cement ,c.sand,20 mm stone grit(.35x.35x.35m)Two coat painting,painting letter writing up to 2.5 cm size 225 nos etc complete as per direction of engineer incharge Please Enable Macros to View BoQ information |
