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| 1 | Construction of Embankment with Material Obtained from Borrow Pits: 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 the requirement of Tables 300.1 and 300.2 upto lead of 1000 m as per Technical Specification Clause 301.5 (I) Private Land. |
| 2 | Construction of Subgrade and Earthen Shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to ste, spreading, grading to required slope and compacting to meet the requirement of Tables 300.2 with a lead upto 1000 m as Per Technical Specification Clause 303.1 (i) Private land |
| 3 | Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in Place Method: Construction 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 rollerto achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material. |
| 4 | WBM Graing-3: Using stone screening Type B 11.2 mm for Grading -III: 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 grade and camber, applying and brooming, stone screening to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Tecjnical Specification Clause 405. |
| 5 | (A) Interlocking Concrete block Pavement (i) Providing and laying interlocking concrete concrete block pavement having thickness 80 mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block / Edge restrints. |
| 6 | 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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification Clause 801. (iv) 80 cm x 600 cm rectangular |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal dressing of sides and b |
| 8 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade M-10, Nominal Mix 1:3:6 |
| 9 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (II) PCC Grade M15, Nominal Mix |
| 10 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (V) RCC Grade M25, Nominal Mix |
| 11 | Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone (I) PCC Grade M15, Nominal Mix 1:2.5:5 |
| 12 | Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone (III) RCC Grade M20, Nominal Mix. |
| 13 | Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed ston e(II)(a) RCC Grade M25, Nominal Mix height upto 5.00 mtr.. |
| 14 | Supplying, fitting and placing TMT(Fe-500D) bar reinforcement(From primary producer:TATA/SAIL/Esser Steel/Jindal/Shyam/RINL) in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. |
| 15 | Providing weep holes in brick masonary, Plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specification Clauses 614, 709, 1204.3.7 |
| 16 | Drainage spouts complete as per drawing and technical specifications complete Clauses 1209 |
| 17 | Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 (I) Granular material |
| 18 | Dry rubble flooring: Providing and laying of dry rubble flooring complete as per drawings and technical specifications clause 1303.3 Please Enable Macros to View BoQ information |
