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| 1 | Dismantlingof existing existing structures structures like culverts culverts, bridges bridges, retaining retaining walls and otherstructure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 |
| 2 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 3 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 4 | Construction of Subgrade and Earthen ShouldersConstruction 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. |
| 5 | Construction of granular sub-base by providing well graded material, spreading inuniform 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 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per Technical Specification Clause 405. (With initial lead of 5.00km). I) By Manual Means iii) Grading III b) Using Screening Type-B |
| 7 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. B) inluding Edge block/ Edge restraints |
| 8 | RCC Cross Culvert :Earthwork in excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) ordinary soil |
| 9 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 10 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 11 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203. A With crushed Stone |
| 12 | 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 |
| 13 | Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork. E RCC Grade M20. a. Height upto 5m |
| 14 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 15 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification. B Sandy material |
| 16 | Stone Masonry Guard Wall (Annex I) :Earthwork in excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) ordinary soil |
| 17 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 18 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 19 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203. A With crushed Stone |
| 20 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 21 | Loading and unloading by Manual Means B) Stone Aggregates |
| 22 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 23 | Plastering with Cement Mortar (1:3), on brickwork in substructure as per technical specification |
| 24 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification. B Sandy material |
| 25 | Stone Masonry Guard Wall (Annex II) :Earthwork in excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) ordinary soil |
| 26 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 27 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 28 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203. A With crushed Stone |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 30 | Loading and unloading by Manual Means B) Stone Aggregates |
| 31 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 32 | Plastering with Cement Mortar (1:3), on brickwork in substructure as per technical specification |
| 33 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification. B Sandy material |
| 34 | Stone Masonry Wall with RCC Slab Culvert :Earthwork in excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i) ordinary soil |
| 35 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 |
| 36 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 37 | Providing concrete for plain/reinforced concrete in open foundationscomplete as per drawings and technical specifications Clause 802, 803,1202 & 1203. A With crushed Stone |
| 38 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 39 | Loading and unloading by Manual Means B) Stone Aggregates |
| 40 | Providing weep holes in Brick masonry/Plain/Reinforced concreteabutment, wing wall/return wall with 100 mm dia AC pipe, extendingthrough the full width of the structure with slope of 1V :20H towardsdrawing foce. Complete as per drawing and Technical specification. |
| 41 | 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 |
| 42 | Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork. E RCC Grade M20. a. Height upto 5m |
| 43 | Plastering with Cement Mortar (1:3), on brickwork in substructure as per technical specification |
| 44 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification. B Sandy material |
| 45 | 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, 600 mm below ground level as per drawings and Technical Specification Clause 801ii) 600mm Equilateral traingle |
| 46 | 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, 600 mm below ground level as per drawings and Technical Specification Clause 801iv) 800 x 600mm Rectangular |
