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| Sl. No. | Item Description |
| 1 | Details |
| 2 | (1) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 2+600 IN HATHNABERA TO JUNGLE BLOCK ROAD, LENGTH - 17.15m, BLOCK - DUMARIA, DISTRICT - EAST SINGHBHUM,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) |
| 3 | 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) |
| 4 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 5 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 6 | 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 |
| 7 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 8 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 9 | 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. |
| 10 | 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 |
| 11 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 12 | 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. |
| 13 | 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. |
| 14 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 15 | 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 |
| 16 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 17 | 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. |
| 18 | Drainage Spouts complete as per drawing and Technical specification |
| 19 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 20 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 21 | 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. |
| 22 | 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. |
| 23 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 24 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 25 | 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. |
| 26 | Conformatory Boring |
| 27 | 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 |
| 28 | PMGSY LOGO |
| 29 | Boundary Pillar |
| 30 | 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) |
| 31 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 32 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 33 | 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 |
| 34 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 35 | 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. |
| 36 | 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 |
| 37 | 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. |
| 38 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 39 | 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 |
| 40 | 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 |
| 41 | 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 |
| 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 301.575% of total Qty (Free Lead) |
| 43 | 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 301.525% of total Qty (Lead upto 250m)) |
| 44 | Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM SOR NO 4.11(I) |
| 45 | Construction of granular sub-base by providing well graded L.D. Steel Slag 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. under R&D PMGSY Project |
| 46 | 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. 6.4 |
| 47 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 48 | MAINTENANCEYEAR 1 |
| 49 | MAINTENANCEYEAR 2 |
| 50 | MAINTENANCEYEAR 3 |
| 51 | MAINTENANCEYEAR 4 |
| 52 | MAINTENANCEYEAR 5 |
| 53 | (2) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 5+490 IN HATHNABERA TO JUNGLE BLOCK ROAD, LENGTH - 17.15m, BLOCK - DUMARIA, DISTRICT - EAST SINGHBHUM,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) |
| 54 | 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) |
| 55 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 56 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 57 | 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 |
| 58 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 59 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 60 | 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. |
| 61 | 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 |
| 62 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 63 | 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. |
| 64 | 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. |
| 65 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 66 | 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 |
| 67 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 68 | 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. |
| 69 | Drainage Spouts complete as per drawing and Technical specification |
| 70 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 71 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 72 | 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. |
| 73 | 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. |
| 74 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 75 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 76 | 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. |
| 77 | Conformatory Boring |
| 78 | 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 |
| 79 | PMGSY LOGO |
| 80 | Boundary Pillar |
| 81 | 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) |
| 82 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 83 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 84 | 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 |
| 85 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 86 | 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. |
| 87 | 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 |
| 88 | 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. |
| 89 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 90 | 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 |
| 91 | 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 |
| 92 | 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 |
| 93 | 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 301.575% of total Qty (Free Lead) |
| 94 | 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 301.525% of total Qty (Lead upto 250m)) |
| 95 | Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM SOR NO 4.11(I) |
| 96 | Construction of granular sub-base by providing well graded L.D. Steel Slag 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. under R&D PMGSY Project |
| 97 | 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. 6.4 |
| 98 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 99 | MAINTENANCEYEAR 1 |
| 100 | MAINTENANCEYEAR 2 |
| 101 | MAINTENANCEYEAR 3 |
| 102 | MAINTENANCEYEAR 4 |
| 103 | MAINTENANCEYEAR 5 |
| 104 | (3) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 6+700 IN HATHNABERA TO JUNGLE BLOCK ROAD, LENGTH - 17.15m, BLOCK - DUMARIA, DISTRICT - EAST SINGHBHUM,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) |
| 105 | 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) |
| 106 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 107 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 108 | 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 |
| 109 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 110 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 111 | 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. |
| 112 | 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 |
| 113 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 114 | 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. |
| 115 | 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. |
| 116 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 117 | 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 |
| 118 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 119 | 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. |
| 120 | Drainage Spouts complete as per drawing and Technical specification |
| 121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 122 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 123 | 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. |
| 124 | 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. |
| 125 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 126 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 127 | 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. |
| 128 | Conformatory Boring |
| 129 | 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 |
| 130 | PMGSY LOGO |
| 131 | Boundary Pillar |
| 132 | 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) |
| 133 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 134 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 135 | 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 |
| 136 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 137 | 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. |
| 138 | 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 |
| 139 | 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. |
| 140 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 141 | 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 |
| 142 | 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 |
| 143 | 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 |
| 144 | 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 301.575% of total Qty (Free Lead) |
| 145 | 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 301.525% of total Qty (Lead upto 250m)) |
| 146 | Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM SOR NO 4.11(I) |
| 147 | Construction of granular sub-base by providing well graded L.D. Steel Slag 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. under R&D PMGSY Project |
| 148 | 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. 6.4 |
| 149 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 150 | MAINTENANCEYEAR 1 |
| 151 | MAINTENANCEYEAR 2 |
| 152 | MAINTENANCEYEAR 3 |
| 153 | MAINTENANCEYEAR 4 |
| 154 | MAINTENANCEYEAR 5 |
| 155 | (4) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 0+400 IN BOTA MADHOPUR RCD ROAD CHIMTI TO CHIMTI PAHARIYA TOLA ROAD, LENGTH - 25.44m, BLOCK - BORAM, DISTRICT - EAST SINGHBHUM.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) |
| 156 | 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) |
| 157 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 158 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 159 | 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 |
| 160 | BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 161 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30) |
| 162 | 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. |
| 163 | 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 |
| 164 | Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials |
| 165 | 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. |
| 166 | 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. |
| 167 | BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached |
| 168 | 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 |
| 169 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 170 | 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. |
| 171 | Drainage Spouts complete as per drawing and Technical specification |
| 172 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 173 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 174 | 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. |
| 175 | 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. |
| 176 | Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall) |
| 177 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 178 | 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. |
| 179 | Conformatory Boring |
| 180 | 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 |
| 181 | PMGSY LOGO |
| 182 | Boundary Pillar |
| 183 | RCC RETAINING WALLS 2 METER HEIGHT, 92 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) |
| 184 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15 |
| 185 | Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30 |
| 186 | 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 |
| 187 | Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30) |
| 188 | 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. |
| 189 | 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 |
| 190 | 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. |
| 191 | APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 |
| 192 | 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 |
| 193 | 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 |
| 194 | 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 |
| 195 | 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) |
| 196 | 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)) |
| 197 | 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 |
| 198 | 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 |
| 199 | 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 |
| 200 | Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached |
| 201 | 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 |
| 202 | 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 |
| 203 | Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached |
| 204 | MAINTENANCEYEAR 1 |
| 205 | MAINTENANCEYEAR 2 |
| 206 | MAINTENANCEYEAR 3 |
| 207 | MAINTENANCEYEAR 4 |
| 208 | MAINTENANCEYEAR 5 |
| 209 | GST @ 18% |
| 210 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
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