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| 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 earlierand 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 andas per direction of the engineer-in-charge. |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as perclause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge. |
| 3 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. |
| 4 | Excavation of roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.of MORD and as per direction of the Engineer-in-charge. |
| 5 | Excavation of roadway in hard rock (requiring blasting) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge. |
| 6 | Excavation of roadway in hard rock (blasting prohibited) by drilling, blasting and breaking loading and disposal of cut rocks with all leads and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302 of MORD and as per direction of the Engineer-in-charge. |
| 7 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable materialas per direction of the engineer-in-charge. |
| 8 | Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as perClause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge. |
| 9 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. |
| 10 | 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. |
| 11 | Construction of granular sub-base by providing well graded material, spreadingin uniform layers with ordinary motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC and compacting with smoothwheelroller to achieve thedesired density and C.B.R>20, complete as per Technical specification clause 401 of MORD specification for Rural Road and direction of the Engineer-in-Charge. |
| 12 | 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/Stone Screeningto 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 workand as per direction of Engineer in Charge.Grading -III |
| 13 | Construction of Panelled cement concrete pavement of (0.5mx0.5m) of 100mm 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 and using plasticiser as approved 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,primer, sealant, 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 andas per direction of the engineer-in-charge. |
| 14 | Filling in foundation trenches with approved quality ofsand as per clause 1108, 305.3.9 & 1200of 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. |
| 15 | Providing and laying reinforced cement concrete pipe (NP3) for culverts includingfixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as perClause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.1000mmDia. Single RowH.P. Culvert |
| 16 | 1000mmDia. Double RowH.P. Culvert |
| 17 | Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. |
| 18 | Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as perClauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge. |
| 19 | Providing and laying reinforced cement concrete of M-25 grade in foundation complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 20 | Providing and laying reinforced cement concrete of M-25 grade in Sub-structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 21 | Providing and laying reinforced cement concrete of M-25 grade in Super structure complete as per drawings and technical specifications Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge |
| 22 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 23 | Supplying, fitting and placing HYSD bar reinforcementin substructrue complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 24 | Supplying, fitting and placing HYSD bar reinforcementin superstructure complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. |
| 25 | Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggreagate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre to - centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 and as per the direction of the Engineer-in-charge |
| 26 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as perClauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge. |
| 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 |
| 28 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 29 | 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 perClause 1701 and Annexure 1700.1 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. |
| 30 | 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.600 mm Equilateral Triangle |
| 31 | Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standarddesign as per IRC : 8fixing in positionincluding painting,and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.Ordinary kilometer stone(Precast) |
| 32 | 200 mm Stone(Precast) |
| 33 | Reinforced cement concreteM-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishingas per clause 1704 of MORD andas per direction of the engineer-in-charge. |
| 34 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-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)as per direction of the engineer-in-charge. |
| 35 | Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side withlettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colourfixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and asper direction of theEngineer -in- charge. |
| 36 | Providing and fixing of typical PMGSY Citizens information boardas per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, backplate 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 perClause 1701 and Annexure 1700.1 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. |
| 37 | Routine maintenance Routine Maintenance after completion of construction works for 1 st year |
| 38 | Routine Maintenance after completion of construction works for 2 nd year |
| 39 | Routine Maintenance after completion of construction works for 3 rd year |
| 40 | Routine Maintenance after completion of construction works for 4 th year |
| 41 | Routine Maintenance after completion of construction works for 5 th year |
