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| 1 | Clearing and GrubbingClearing and grubbing of road land including up rooting wild vegetation, grass, bushes, shurbs, saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thormy jungle |
| 2 | Construction of Embankment with material obtained from borrow pits, Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m. Transporting to site spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m. as per technical specification clause 301.5(a) Private Land |
| 3 | Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause 303.1(i) Private land |
| 4 | (A) By mx in place Method-Construction of granular sub-base by providing well graded material, spreading in uniform layers with by tractor with grading attachment 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 401.(ii) For Grading II Material |
| 5 | 3) Water Bound Macadam Grading 3- Using stone screening Type-B 11.2mm for Gr.III:Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 6 | (A) Inter locking concrete block pavementi) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restrain and carriage).(i) Including Edge Block/Edge Restraints |
| 7 | Providing and fixing retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below level as per drawing and technical specification clause 801.iv) 800mm x 600mm rectangle |
| 8 | Construction of Slab Culvert 2 CellEarthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.V. Marshy soil |
| 9 | Filling in foundation trenches as per drawing and technical specification clause 305. 3.9 I. Sand filling |
| 10 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.B. With Natural GravelIII. P.C.C grade M20Nominal mix 1:2:4 |
| 11 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.B. With Natural GravelIV. R.C.C grade M20 |
| 12 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807 1202 & 1204.B. With Natural GravelIV. RCC Grade M25(i) For height upto 5m |
| 14 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 15 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 16 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I. Granular material |
| 17 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3A. With Crushed stone |
| 18 | Construction of RCC railing of M25 grade in cast -in-situ with 20mm 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 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3 |
| 19 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 20 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.iii. Cement concrete grade M10 |
| 21 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall. |
| 22 | Construction of Slab Culvert 3 CellEarthwork in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.V. Marshy soil |
| 23 | Filling in foundation trenches as per drawing and technical specification clause 305. 3.9 I. Sand filling |
| 24 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.B. With Natural GravelIII. P.C.C grade M20Nominal mix 1:2:4 |
| 25 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.B. With Natural GravelIV. R.C.C grade M20 |
| 26 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. |
| 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807 1202 & 1204.B. With Natural GravelIV. RCC Grade M25(i) For height upto 5m |
| 28 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 29 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 30 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I. Granular material |
| 31 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3A. With Crushed stone |
| 32 | Construction of RCC railing of M25 grade in cast -in-situ with 20mm 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 2000mm as per drawing and technical specification clauses 800, 900 and 1208.3 |
| 33 | Drainage spouts complete as per drawing and technical specifications Clause 1209. |
| 34 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304.iii. Cement concrete grade M10 |
| 35 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall. Please Enable Macros to View BoQ information |
