| 1 | 1 | Clearing and grubbing road and including uprooting wild vegetation. Grass bushes, shrubs, saplin and trees of girth upto 300mm, removal of stumps of such trees earlier and disposal of unservicable materials and stackin of serviceable material to be used or autioned, upto a lead 1000m including removal and disposal of top organic soil not exceed 150mm in thickness as per Technical Specification Clause 201. | | 0.25 | Hect. |
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| 2 | 2 | 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 100 m as per Technical Specification Clause 301.5 | | 15869.8 | Cum |
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| 3 | 3 | 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 | | 3967.46 | Cum |
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| 4 | 4 | Construction 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 100 m as per Technical Specification Clause 303.1. | | 2266.32 | Cum |
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| 5 | 5 | Construction 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. | | 3816.75 | Cum |
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| 6 | 6 | Granular Sub-base with Well Graded Material (Gr-II) (Table 400.1) Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), 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 401 | | 1072.25 | Cum |
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| 7 | 7 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of grade II sizes (Table 400.7 and 400.8) to water bound macadam specification including spreading in uniform thickness with Tractor grader, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming with crushable screening to fill up the interestics of coarse aggregate, watering adn compacting to the required density Grading 2 as per Technical Specification Clauses 405. | | 666.13 | Sqm |
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| 8 | 8 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of grade II sizes (Table 400.7 and 400.8) to water bound macadam specification including spreading in uniform thickness with Tractor grader, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming with crushable screening to fill up the interestics of coarse aggregate, watering adn compacting to the required density Grading 3 as per Technical Specification Clauses 405. | | 666.13 | Cum |
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| 9 | 9 | 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | | 8881.69 | Sqm |
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| 10 | 10 | Providing and applying Tack coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | | 10870.1 | Sqm |
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| 11 | 11 | Mix Seal Surface - Providing laying and rolling of close - graded premix surface material 20 mm thickness composed of 11.2 mm to 0.9 mm (Type - A) or 13.2 mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen to required line ,grade and level to serve as static roller and finising to required level and grades as per Technical Specification Clause 509 ( As Per Revised Estimate) | | 10870.1 | Sqm |
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| 12 | 12 | Construction of un-reinforced, 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 M25 (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,using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 | | 245.18 | Cum |
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| 13 | 13 | Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification clause 1104 including setting out construction shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per drawing and Technical Specification Clause No. 305 & 1100. | | 503.68 | Cum |
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| 14 | 14 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 P.C.C. grade M-10 | | 56.495 | Cum |
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| 15 | 15 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 P.C.C. Grade M-15 | | 278.11 | Cum |
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| 16 | 16 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203 P.C.C. grade M-25 | | 90.5 | Cum |
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| 17 | 17 | Providing concrete for plain/ reinforced concrete in Super structure complete as per drawings and technical specification clause 800, 900,& 1200 (RCC m 25) | | 33.48 | Cum |
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| 18 | 18 | 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 | | 127.8 | No. |
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| 19 | 19 | Supplying, fitting and placing TMT bar reinforcement (fe 415) in Sub-structure complete as per drawings and technical specifications Clauses 1000 and 1200 | | 7.24 | MT |
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| 20 | 20 | Supplying, fitting and placing TMT bar reinforcement (fe 415) in foundation complete as per drawings and technical specifications Clauses 1000 and 1200 | | 2.34 | MT |
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| 21 | 21 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | | 272.66 | cum |
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| 22 | 22 | Sand filling in foundation - Filling in foundation trenchers as per drawing and technical specification clause 1108. | | 102.49 | cum |
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| 23 | 23 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2.900 mm Equilateral Triangle | | 6 | Each |
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| 24 | 24 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm Equilateral Triangle | | 12 | Each |
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| 25 | 25 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm circular | | 12 | Each |
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| 26 | 26 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2.800 mm x 600 mm | | 12 | Each |
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| 27 | 27 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm x 450 mm | | 12 | Each |
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| 28 | 28 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2. 600 mm x 600 mm | | 6 | Each |
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| 29 | 29 | Semi Reflective Traffic Signs Providing and fixing of semi-reflective cautionary-mandatory and informatory sign board as per IRC-67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective border of 65mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 of property designed foundations with M-15 grade cement concrete 450 x 450 x 600mm. 600mm below ground level as per approved drawing clause 1701.2.2. 900 mm Side octagon | | 6 | Each |
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| 30 | 30 | Providing and fixing 'Logo' of PMGSY Project 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 | | 1 | Nos |
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| 31 | 31 | Kilometer Stone :- Reinforced cement concrete M-15 grade kilometer stoe /local stone of standard design as per IRC- 8 fixing in position including painting and printing etc. as per drawing nd Technical specification Clauses 1703. Ordinary Km post | | 3 | No |
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| 32 | 32 | Kilometer Stone :- Reinforced cement concrete M-15 grade kilometer stoe /local stone of standard design as per IRC- 8 fixing in position including painting and printing etc. as per drawing nd Technical specification Clauses 1703. 200 m stone (precast) | | 13 | No |
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| 33 | 33 | Add Labour Cess @ 1% | | 1 | RS |
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| 34 | 34 | Add GST @ 12% | | 1 | RS |
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| 35 | 35 | Seigniorage Fee 10% On Basic Cost of Mines Material on | | 1 | RS |
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| 36 | 36 | Maintainance for 1st year | | 3.199 | Km |
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| 37 | 37 | Maintainance for 2nd year | | 3.199 | Km |
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| 38 | 38 | Maintainance for 3rd year | | 3.199 | Km |
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| 39 | 39 | Maintainance for 4th year | | 3.199 | Km |
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| 40 | 40 | Maintainance for 5th year | | 3.199 | Km |
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| 41 | 41 | Add Labour Cess @ 1% | | 1 | RS |
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| 42 | 42 | Add GST @ 12% | | 1 | RS |
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| 43 | 43 | Seigniorage Fee 10% On Basic Cost of Mines Material on | | 1 | RS |
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