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| 1 | Bill of Quantities in Details |
| 2 | SR work on Sukha Nadi |
| 3 | Dismantling of Structures : Dismantling of existing structures culverts, bridges, retaining walls other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting dismantled material, disposal unserviceable material and stacking serviceable material with all lifts lead of 1000 metres (Reference MORT&H\"s specification clause 202) Cement Concrete Grade M-15 & M-20. |
| 4 | Excavation for Structures in Ordinary soil by Manual Means and Depth upto 3 m : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H\"s specification 304). |
| 5 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). |
| 6 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH\"s specification 2200). With River Bed Materials |
| 7 | Plain Cement Concrete (1:3:6): Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
| 8 | Plain Cement Concrete Grade M20 : Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
| 9 | SR work on Kalikhola |
| 10 | Dismantling of Structures : Dismantling of existing structures culverts, bridges, retaining walls other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting dismantled material, disposal unserviceable material and stacking serviceable material with all lifts lead of 1000 metres (Reference MORT&H\"s specification clause 202) Cement Concrete Grade M-15 & M-20. |
| 11 | Excavation for Structures in Ordinary soil by Manual Means and Depth upto 3 m : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H\"s specification 304). |
| 12 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). |
| 13 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH\"s specification 2200). With River Bed Materials |
| 14 | Plain Cement Concrete (1:3:6): Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
| 15 | Plain Cement Concrete Grade M20 : Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
| 16 | Cement Grout : Fealing of cracks/porous concrete (within the limits of practical pressure 100kpa -400kpa until refusal ) by injection process through nipples/Grouting complete as per Technical Specification (Reference to MORT&H\"s specification 2806). |
| 17 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy (Reference to MORT&H\"s specification 2800). |
| 18 | Applying epoxy mortar over leached, honey combed and spalled concrete surface (@ 20-24 kg of Epoxy mortar/sqm) and exposed steel reinforcement complete as per Technical Specification (Reference to MORT&H\"s specification 2804).Thickness of epoxy mortar = 10mm |
| 19 | SR work on Shankhini Bridge |
| 20 | Excavation for Structures in Ordinary soil by Manual Means and Depth upto 3 m : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H\"s specification 304). |
| 21 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). |
| 22 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH\"s specification 2200). With River Bed Materials |
| 23 | Plain Cement Concrete (1:3:6): Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
| 24 | SR work on Juranti Bridge |
| 25 | Dismantling of Structures : Dismantling of existing structures culverts, bridges, retaining walls other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting dismantled material, disposal unserviceable material and stacking serviceable material with all lifts lead of 1000 metres (Reference MORT&H\"s specification clause 202) Cement Concrete Grade M-15 & M-20. |
| 26 | Excavation for Structures in Ordinary soil by Manual Means and Depth upto 3 m : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H\"s specification 304). |
| 27 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). |
| 28 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). Using Departmental Boulder |
| 29 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH\"s specification 2200). With River Bed Materials |
| 30 | SR work on Mal Bridge |
| 31 | Excavation for Structures in Ordinary soil by Manual Means and Depth upto 3 m : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H\"s specification 304). |
| 32 | Boulder Apron Laid in Wire Crates : Providing and laying of boulder apron laid in wirecratesmade with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh(weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each (Reference to MORT&H\"s specification 2503). |
| 33 | Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH\"s specification 2200). With River Bed Materials |
| 34 | Plain Cement Concrete (1:3:6): Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H\"s specifications 1500, 1700 & 2200). |
