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| Sl. No. | Item Description |
| 1 | (1) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 0+100 IN KAPASBERA TO CHHUCHI VIA TOKJARI-KALANDIGORA - , LENGTH - 25.4m, BLOCK - BARHAIT, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 2 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting) |
| 3 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 4 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 6 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 7 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 8 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 10 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 11 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 12 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drawing and technical specifications. |
| 13 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 15 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 16 | Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 17 | Drainage Spouts complete as per drawing and Technical specification |
| 18 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 19 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 20 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 21 | BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. |
| 22 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 23 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 24 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 25 | Conformatory Boring |
| 26 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges |
| 27 | PMGSY LOGO |
| 28 | Boundary Pillar |
| 29 | RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 30 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 31 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 32 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 33 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 34 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 36 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 37 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 38 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2 |
| 39 | Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5 |
| 40 | Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion |
| 41 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead) |
| 42 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m)) |
| 43 | Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty |
| 44 | 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road |
| 45 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion |
| 46 | Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached |
| 47 | Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached |
| 48 | High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached |
| 49 | Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached |
| 50 | MAINTENANCEYEAR 1 |
| 51 | MAINTENANCEYEAR 2 |
| 52 | MAINTENANCEYEAR 3 |
| 53 | MAINTENANCEYEAR 4 |
| 54 | MAINTENANCEYEAR 5 |
| 55 | (2) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 1+450 IN JASIDIH SUNDARPUR REO ROAD TO PAKRI VIA MEKO GONDA PEKU ROAD, LENGTH - 25.4m, BLOCK - BARHAIT, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 56 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting) |
| 57 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 58 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 59 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 60 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 61 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 62 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 63 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 64 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 65 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 66 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drawing and technical specifications. |
| 67 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 68 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 69 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 70 | Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 71 | Drainage Spouts complete as per drawing and Technical specification |
| 72 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 73 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 74 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 75 | BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. |
| 76 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 77 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 78 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 79 | Conformatory Boring |
| 80 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges |
| 81 | PMGSY LOGO |
| 82 | Boundary Pillar |
| 83 | RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 84 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 85 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 86 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 87 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 88 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 89 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 90 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 91 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 92 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2 |
| 93 | Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5 |
| 94 | Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion |
| 95 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead) |
| 96 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m)) |
| 97 | Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty |
| 98 | 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road |
| 99 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion |
| 100 | Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached |
| 101 | Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached |
| 102 | High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached |
| 103 | Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached |
| 104 | MAINTENANCEYEAR 1 |
| 105 | MAINTENANCEYEAR 2 |
| 106 | MAINTENANCEYEAR 3 |
| 107 | MAINTENANCEYEAR 4 |
| 108 | MAINTENANCEYEAR 5 |
| 109 | (3) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 3+930 IN KALYANPUR REO ROAD TO BARA DALUAPAHAR VIA DALWA ROAD, LENGTH - 17.15m, BLOCK - BARHAIT, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 110 | E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting) |
| 111 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 112 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 113 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 114 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 115 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 116 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 117 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 118 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 119 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 120 | Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drawing and technical specifications. |
| 121 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 122 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 123 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 124 | Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 125 | Drainage Spouts complete as per drawing and Technical specification |
| 126 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 127 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 128 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 129 | BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. |
| 130 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 131 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 132 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 133 | Conformatory Boring |
| 134 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges |
| 135 | PMGSY LOGO |
| 136 | Boundary Pillar |
| 137 | RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means) |
| 138 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 139 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 140 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule |
| 141 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 142 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 143 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule |
| 144 | Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 145 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 146 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2 |
| 147 | Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5 |
| 148 | Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion |
| 149 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead) |
| 150 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m)) |
| 151 | Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty |
| 152 | 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road |
| 153 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion |
| 154 | Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached |
| 155 | Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached |
| 156 | High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached |
| 157 | Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached |
| 158 | MAINTENANCEYEAR 1 |
| 159 | MAINTENANCEYEAR 2 |
| 160 | MAINTENANCEYEAR 3 |
| 161 | MAINTENANCEYEAR 4 |
| 162 | MAINTENANCEYEAR 5 |
| 163 | (4) Construction of Bridge over Local River at ch-3.465km PMGSY Tljhari More to Singhatanr Pmgsy Road foundation 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. upto 3 m depth |
| 164 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) |
| 165 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Gader M25 |
| 166 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M15 |
| 167 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing |
| 168 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 169 | SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Height upto 5m RCC M25 |
| 170 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M30 |
| 171 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 172 | 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 |
| 173 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 -Granular material |
| 174 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 -Sandy material |
| 175 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 176 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 177 | SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Height above 10m RCC Grade M 25 |
| 178 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 179 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 180 | Construction of R.C.C. railing of M 25 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 |
| 181 | Drainage Spouts complete as per drawing and Technical specification |
| 182 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 |
| 183 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 184 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) |
| 185 | RIVER TRAINING AND PROTECTION WORKS -Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder |
| 186 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 187 | APPROACH ROAD Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means |
| 188 | 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 requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 189 | 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 roller to achieve the desired density, complete as per Technical Specification Clause 401. For grading- II Material |
| 190 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. WMM . |
| 191 | Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.- SDBC |
| 192 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 193 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 194 | MISCELLANEOUS. Confirmatory Boring (in Soil and Rock) |
| 195 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. |
| 196 | Retaining Wall of 2 m high - Earthwork in excavation in foudation trenches in ordinary soil vide classification of soil item -A) and disposal of earth as obtained to a distance upto 50m including all lifts, levelling, ramming the complete foundation trenches, removing roots of trees, |
| 197 | Providing PCC (M-150)(1:2:4) in foundataion as per MOSRT & H specification(4rth edition) |
| 198 | Providing rough dressed coursed stone masonry work in cement mortar (1:3) in foundation do -do all all complete job as per MOSRT & H specification |
| 199 | Providing rough dressed coursed stone masonry work in cement mortar (1:3) in substructure do -do all all complete job as per MOSRT & H specification |
| 200 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC M20 at top of retaining wall |
| 201 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 202 | 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 of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 203 | Five Years Maintanace - For 1st Year |
| 204 | For 2nd Year |
| 205 | For 3rd Year |
| 206 | For 4th Year |
| 207 | For 5th Year |
| 208 | GST @ 18% |
| 209 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
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