| 1 | 1 | 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 | 1 | 11320 | Sqm |
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| 2 | 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of uns | 2 | 280.04 | Cum |
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| 3 | 2.1 | Slab | 3 | 27.72 | Cum |
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| 4 | 2.2 | Removing Pipe | 4 | 30 | Rmt |
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| 5 | 3 | Construction of embankment with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement as per MoRD Rural roads Specification Clause 301as per the di | 5 | 11105.1 | Cum |
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| 6 | 4 | Construction 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 as per MORD technical Specification Clause 301 and direction | 6 | 303 | Cum |
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| 7 | 5 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the emb | 7 | 3593.36 | Cum |
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| 8 | 6 | Providing Construction of Granular Sub-Base by providing well graded material,Stone Screenings spereading in uniform layers with tractor 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 MORD Technical Specification clause 401 and as per direction of Engineer in Charge. | 8 | 1733.76 | Cum |
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| 9 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge. | 9 | | |
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| 10 | 7.1 | i) Grading -II (Crushable Screenings/Stone Screening) | 10 | 815.91 | Cum |
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| 11 | 7.2 | ii) Grading -III (Crushable Screenings /Stone Screening) | 11 | 779.34 | Cum |
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| 12 | 8 | 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 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 5 | 12 | 10391.3 | Sqm |
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| 13 | 9 | Providing 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 | 13 | 10391.3 | Sqm |
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| 14 | 10 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen 14.6 kg /10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge | 14 | 10391.3 | Sqm |
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| 15 | 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B,TypeC as per Technical Specification Clause 510 of MORD with bitumen laid by manual means and as per direction of Engineer-in-Charge. | 15 | 10391.3 | Sqm |
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| 16 | 12 | Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of Engineer-in-charge. | 16 | 8945.05 | Sqm |
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| 17 | 13 | 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes,\n labour and T&P required for the work and\n as per direction of Engineer-in-charge. | 17 | 3 | Nos |
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| 18 | 14 | Providing and fixing of typical PMGSY Maintenance Information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge. | 18 | 4 | Nos |
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| 19 | 15 | Providing and fixing of typical PMGSY Maintenance Information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.(Maintenance Information board) | 19 | 1 | Nos |
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| 20 | 16 | Fixing of logo | 20 | 3 | Nos |
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| 21 | 17 | 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 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge. | 21 | | |
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| 22 | 17.1 | i) 600mm equilateral triangle | 22 | 9 | Nos |
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| 23 | 17.2 | ii) 600mm Circular | 23 | 4 | Nos |
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| 24 | 18 | Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge. | 24 | | |
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| 25 | 18.1 | Ordinari Kilometer stone | 25 | 3 | Nos |
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| 26 | 19 | Fixing of 200mtr stone | 26 | 13 | Nos |
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| 27 | 20 | Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge. | 27 | 33 | Nos |
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| 28 | 21 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge. | 28 | 7 | Nos |
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| 29 | 22 | Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and as per direction of Engineer-in-Charge. | 29 | 802.06 | Cum |
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| 30 | 23 | Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. and as per direction of Engineer-in-Charge. | 30 | 42.02 | Cum |
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| 31 | 24 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge. | 31 | | |
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| 32 | 24.1 | PCC M10 | 32 | 98 | Cum |
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| 33 | 25 | Construction of Panelled 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 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. and as per direction of the Engineer-in-charge. | 33 | 308.5 | Cum |
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| 34 | 26 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge. | 34 | | |
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| 35 | 26.1 | Nominal mix M15( 1:2.5:5) | 35 | 386.77 | Cum |
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| 36 | 27 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge | 36 | 156.45 | Cum |
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| 37 | 28 | Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge. | 37 | 3.34 | Cum |
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| 38 | 29 | Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direct | 38 | | |
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| 39 | 29.2 | (i) 1000mm Dia Single Row | 39 | 15 | Rmt |
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| 40 | 30 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 as per direction of the Engineer in charge | 40 | | |
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| 41 | 30.1 | M25 | 41 | 27.21 | Cum |
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| 42 | 31 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 as per direction of the Engineer in charge | 42 | 4.38 | Cum |
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| 43 | 32 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge | 43 | | |
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| 44 | 32.1 | Abutments & Piers | 44 | 29.424 | Qntl |
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| 45 | 32.2 | Cap,Dirt Wall and Deck Slab | 45 | 43.29 | Qntl |
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| 46 | 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 as per direction of the Engineer in charge | 46 | 162 | Nos |
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| 47 | 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 as per direction of the Engineer in charge | 47 | 81.51 | Cum |
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| 48 | 35 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications as per direction of the Engineer in charge | 48 | 45 | Rmt |
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| 49 | 36 | MAINTENANCE | 49 | | |
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| 50 | 37 | Routine Maintenance after completion of construction works for 1 st year | 50 | 3.33 | Per Km |
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| 51 | 38 | Routine Maintenance after completion of construction works for 2 nd year | 51 | 3.33 | Per Km |
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| 52 | 39 | Routine Maintenance after completion of construction works for 3 rd year | 52 | 3.33 | Per Km |
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| 53 | 40 | Routine Maintenance after completion of construction works for 4 th year | 53 | 3.33 | Per Km |
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| 54 | 41 | Routine Maintenance after completion of construction works for 5 th year | 54 | 3.33 | Per Km |
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