| 1 | 1 | BRIDGE PART\n\nExcavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means\nDepth upto 3m | BI01010001010000000000000515BI0100001112 | 1491.85 | cum |
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| 2 | 2 | Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means\nDepth between 3m to 6m | BI01010001010000000000000515BI0100001113 | 652.41 | cum |
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| 3 | 3 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification | BI01010001010000000000000515BI0100001114 | 391.18 | cum |
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| 4 | 4 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001115 | 42.54 | cum |
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| 5 | 5 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification | BI01010001010000000000000515BI0100001116 | 5.26 | cum |
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| 6 | 6 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) | BI01010001010000000000000515BI0100001117 | 642 | cum |
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| 7 | 7 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) \nHeight Upto 5m | BI01010001010000000000000515BI0100001118 | 311.68 | cum |
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| 8 | 8 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)\n Height between 5m to 10m | BI01010001010000000000000515BI0100001119 | 12.06 | cum |
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| 9 | 9 | 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 face. Complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001120 | 109 | Each |
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| 10 | 10 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30\nRCC Solid Slab (Height between 5m to 10m) | BI01010001010000000000000515BI0100001121 | 467.12 | cum |
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| 11 | 11 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001122 | 15.76 | cum |
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| 12 | 12 | Filler Joint\nProviding & fixing 2mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. Clause 1207.2.2 | BI01010001010000000000000515BI0100001123 | 67.6 | metre |
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| 13 | 13 | Filler Joint\nProviding & fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. | BI01010001010000000000000515BI0100001124 | 67.6 | metre |
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| 14 | 14 | Filler Joint\nProviding & fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001125 | 67.6 | metre |
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| 15 | 15 | Filler Joint\nProviding & filling joint sealing compund as per drawings and technical specifications with coarse sand and 6% bitumen by weight. | BI01010001010000000000000515BI0100001126 | 67.6 | metre |
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| 16 | 16 | Providing drainage spout complete as per drawing and technical specification | BI01010001010000000000000515BI0100001127 | 56 | Each |
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| 17 | 17 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. | BI01010001010000000000000515BI0100001128 | 163.64 | metre |
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| 18 | 18 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. | BI01010001010000000000000515BI0100001129 | 54 | cum |
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| 19 | 19 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001130 | 35.06 | tonne |
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| 20 | 20 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001131 | 77.1 | tonne |
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| 21 | 21 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001132 | 42.71 | tonne |
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| 22 | 22 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification | BI01010001010000000000000515BI0100001133 | 69.62 | cum |
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| 23 | 23 | Providing 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 | BI01010001010000000000000515BI0100001134 | 118.9 | cum |
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| 24 | 24 | FLOOR PROTECTION\nExcavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means \nDepth upto 3m | BI01010001010000000000000515BI0100001135 | 5289.77 | cum |
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| 25 | 25 | Excavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means \nDepth 3m to 6m | BI01010001010000000000000515BI0100001136 | 450.32 | cum |
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| 26 | 26 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) (Grade M-10) | BI01010001010000000000000515BI0100001137 | 184.62 | cum |
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| 27 | 27 | Plain Cement Concrete in open foundation complete as per drawing and technical specification, (PCC Grade M 15) | BI01010001010000000000000515BI0100001138 | 369.24 | cum |
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| 28 | 28 | Plain Cement Concrete in open foundation complete as per drawing and technical specification, (PCC Grade M 20) | BI01010001010000000000000515BI0100001139 | 572.94 | cum |
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| 29 | 29 | Providing 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. (Stone / Boulder ) | BI01010001010000000000000515BI0100001140 | 673.38 | cum |
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| 30 | 30 | APPROACH ROAD PART\n\nConstruction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with Vibratory roller. | BI01010001010000000000000515BI0100001141 | 5001.86 | cum |
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| 31 | 31 | Compacting original ground supporting embankment (Rolling with vibratory roller) | BI01010001010000000000000515BI0100001142 | 236.25 | cum |
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| 32 | 32 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)\nfor Grading - I Material | BI01010001010000000000000515BI0100001143 | 236.25 | cum |
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| 33 | 33 | Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).\nGrading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller) | BI01010001010000000000000515BI0100001144 | 86.1 | cum |
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| 34 | 34 | Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).\nGrading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller) | BI01010001010000000000000515BI0100001145 | 64.58 | cum |
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| 35 | 35 | Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means) | BI01010001010000000000000515BI0100001146 | 861 | sqm |
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| 36 | 36 | Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001147 | 861 | sqm |
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| 37 | 37 | Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour) | BI01010001010000000000000515BI0100001148 | 861 | sqm |
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| 38 | 38 | Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. | BI01010001010000000000000515BI0100001149 | 861 | sqm |
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| 39 | 39 | DISMANTLING PART (Existing bridge and Box Culvert)\nDismatling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters) | BI01010001010000000000000515BI0100001150 | 30 | cum |
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| 40 | 40 | RETAINING WALL\nExcavation for structures in ordinary soil (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and bockfilling with approved material) Mechanical means | BI01010001010000000000000515BI0100001151 | 1497.92 | cum |
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| 41 | 41 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 using Concrete Mixer) | BI01010001010000000000000515BI0100001152 | 78.3 | cum |
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| 42 | 42 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) | BI01010001010000000000000515BI0100001153 | 393.7 | cum |
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| 43 | 43 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) | BI01010001010000000000000515BI0100001154 | 166.5 | cum |
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| 44 | 44 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001155 | 23.17 | tonne |
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| 45 | 45 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001156 | 29.42 | tonne |
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| 46 | 46 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001157 | 678 | Each |
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| 47 | 47 | CARRAIGE PART \n\nSand (Swarnrekha)) ( S- 15 km) | BI01010001010000000000000515BI0100001158 | 1558.83 | cum |
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| 48 | 47.01 | Cement (Jamshedpur) ( S- 110 km) | BI01010001010000000000000515BI0100001159 | 1213.48 | MT |
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| 49 | 47.02 | Boulder (Hata) ( S- 85 km) | BI01010001010000000000000515BI0100001160 | 792.28 | cum |
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| 50 | 47.03 | Aggregate (Hata) ( S- 85 km) | BI01010001010000000000000515BI0100001161 | 3501.26 | cum |
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| 51 | 47.04 | Steel (Jamshedpur) ( S- 110 km) | BI01010001010000000000000515BI0100001162 | 214.73 | MT |
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| 52 | 47.05 | Bitumen (Bokaro) ( S- 225 km) | BI01010001010000000000000515BI0100001163 | 1.84 | MT |
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| 53 | 47.06 | Bitumen Emulsion (Bokaro) ( S- 225 km) | BI01010001010000000000000515BI0100001164 | 0.69 | MT |
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| 54 | 48 | GST @12% | BI01010001010000000000000515BI0100001165 | 4.14484e+07 | Rs. |
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| 55 | 49 | Labour Cess @1% | BI01010001010000000000000515BI0100001166 | 4.64222e+07 | Rs. |
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