| 1 | 1 | Excavation for structures\nEarthwork 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth | BI01010001010000000000000515BI0100001113 | 505.5 | Cum |
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| 2 | 1.1 | ii)3m to 6m depth. & including Shear Key | BI01010001010000000000000515BI0100001114 | 567.99 | Cum |
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| 3 | 2 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material | BI01010001010000000000000515BI0100001115 | 357.83 | Cum |
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| 4 | 3 | Providing Shear Key\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV) R.C.C grade M 20 | BI01010001010000000000000515BI0100001116 | 17.64 | Cum |
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| 5 | 4 | Steel Reinforced of Shear Key\nSupplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | | 1.03054 | MT |
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| 6 | 5 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 i)PCC Grade M 10, I) Nominal Mix. 1:3:6 | | 44.94 | Cum |
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| 7 | 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 i) PCC M 15 i) Nominal mix (1:2.5:5) | | 565.46 | Cum |
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| 8 | 7 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 1.323 | MT |
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| 9 | 8 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | | 0.59467 | MT |
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| 10 | 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC Grade M 25 | | 12.03 | Cum |
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| 11 | 10 | 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 | | 68 | Each |
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| 12 | 11 | 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 | | 131.2 | Cum |
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| 13 | 12 | Supply of DDR, 120 feet span Bailey Bridge Components( 40 R Loading and Extra width) i/c loading and unloading | | 1 | No. |
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| 14 | 13 | Assembly and launching of bailey bridge within a lead of 50m but excluding mechanical transport and cost of fixing of decking. 8) Steel decking | | 12 | per Bay |
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| 15 | 14 | Providing and Fixing 'Logo' of PMGSY Project\nProviding 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 | | 1 | Each |
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| 16 | 15 | Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 | | 1 | Each |
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| 17 | 16 | Providing and Fixing Maintenance Information Board of PMGSY Project Providing and fixing Maintenance Information Board of PMGSY Project with Logo as per MoRD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron flames of the plates will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enamelled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint or 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 | Each |
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| 18 | 17 | Aproach Road | | | |
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| 19 | 18 | Surface Drains in Soil\nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.A) Manual Means | | 300 | m |
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| 20 | 19 | Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | | 828 | cum |
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| 21 | 20 | Construction of Subgrade and Earthen Shoulders\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | | 198 | cum |
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| 22 | 21 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | | 297 | cum |
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| 23 | 22 | Granular Sub-base with Well Graded Material(Table 400.1)\n(A) By mix in Place Method\nConstruction 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.(ii) For Grading II Material | | 148.5 | cum |
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| 24 | 23 | WBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) By Manual Means | | 67.5 | cum |
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| 25 | 24 | WBM Grading 3 \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. A) By Manual Means | | 67.5 | cum |
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| 26 | 25 | Prime Coat:Low porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.A) By Manual Means | | 900 | Sqm |
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| 27 | 26 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. A) By Manual Means | | 900 | Sqm |
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| 28 | 27 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case-I By Manual Means (i) Bitumen(S-90) | | 900 | Sqm |
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| 29 | 28 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case II : Type B (By Manual means)(i) Bitumen(S-90) | | 900 | Sqm |
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| 30 | 29 | Construction of Protection Works:(Retaining Wall: ht 4.m)(8nos.) | | | |
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| 31 | 30 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3m depth | | 536.32 | Cum |
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| 32 | 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I) PCC Grade M10, ii) nominal mix 1:3:6 | | 48.72 | Cum |
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| 33 | 32 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry (ii)in 1:4 cement motar | | 499.04 | Cum |
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| 34 | 33 | 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\n | | 136 | Each |
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| 35 | 34 | 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 | | 368 | Cum |
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| 36 | 35 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | | 422.88 | sqm |
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| 37 | 36 | Maintenance component for 5(five) years after construction (not to be quoted yearwise) in INR | | | |
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| 38 | 37 | 1st year 332600 | | | |
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| 39 | 38 | 2nd year 498900 | | | |
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| 40 | 39 | 3rd year 831500 | | | |
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| 41 | 40 | 4th year 831500 | | | |
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| 42 | 41 | 5th year 831500 | | | |
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