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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 | 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 |
| 6 | CD WOrk: Construction of RCC Box Culvert 3 cell x 5.00m x 5.00m , 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 |
| 7 | Filling in foundation trenches as per drawing and technical specification clause 305.3.9I. Sand filling |
| 8 | 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 |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203II. With natural gravelD. R.C.C. grade M 20 |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203II. With natural gravelC. P.C.C grade M 20i) Nominal mix 1:2:4 |
| 11 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification Clauses 802,804,805, 806, 807, 1202 and 1204 II. With Natural gravelC. R.C.C grade M25i) For height upto 5 m |
| 12 | Supplying, fitting and placing HSYD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 13 | Supplying, fitting and placing bar reinforcement in substructure complete as per drawings and technical specifications clauses 1002, 1005, 1010 and 1202 |
| 14 | 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 |
| 15 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 16 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II.With natural gravelB. R.C.C M25a) Height up to 5m |
| 17 | Supplying, fitting and placing HSYD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 18 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 19 | 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 |
| 20 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304iii Cement concrete grade M 10 |
| 21 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 22 | Construction of flexible apron 1m thick comprising of loose stoneboulders weighing not less then 25 kg beyond curtain wall Please Enable Macros to View BoQ information |
