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| 1 | A.Site Clearance and Profiling RoadwayClearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 2 | B.EarthworkConstruction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 4 | C.Pavement WorkConstruction 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 401ii) For Grading II Material |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper handpacking, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.A) By manual means |
| 6 | Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.a) Including Edge Block/Edge restraints |
| 7 | D.Road FurnitureA. Retro reflectorised Traffic sign:Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm,600mm below ground level as per drawings and Technical Specification Clause 801ii) 600mm x 450mm rectangular |
| 8 | E.CD Work: Construction of RCC Slab Culvert 2.00m span , 1 No.Earthwork in excavation for structure as per drawing and technical specifications clause 305.1, including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) Ordinary Soili)upto 3.0 m depth |
| 9 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With Crushed stoneI. P.C.C grade M 10Nominal mix 1:3:6 |
| 10 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802,804,805, 806, 807, 1202 and 1204 A)With Crushed StoneI. P.C.C grade M15I. Nominal mix (1:2.5:5) |
| 11 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification clauses 800, 1205.4, and 1205.5 I. With crushed stoneA) R.C.C grade M 20a) For Nominal mix 1:2:4i)Height upto 5.0 m |
| 12 | Providing and laying cement conrete wearing course M30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3A. With Crushed Stone |
| 13 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 7709, 1204.3.7 |
| 14 | Drainage spouts complete as per drawing and technical specifications clauses 1209 |
| 15 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 16 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 17 | Construction of R.C.C. railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 Please Enable Macros to View BoQ information |
