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| 1 | DHARI BELDOUR TO SAHRAUN |
| 2 | 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 |
| 3 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. |
| 4 | 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.lead upto 10 km |
| 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. |
| 6 | Construction 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. |
| 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 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 2 as per Technical Specification Clause 405. |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill). carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 9 | Low porosity 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 Technical Specification Clause 502 |
| 10 | (i) Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Providing, laying and rolling of close-graded premix surfacing material of 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 wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. |
| 12 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 kn as per Technical Specification Clause 412 |
| 13 | Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 14 | (1) Providing and fixing of retro-reflectorised cautionary. mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801i) 600 mm equilateral triangle |
| 15 | (1) Providing and fixing of retro-reflectorised cautionary. mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii) 600 mm circular |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.i) On BT Surface |
| 17 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.ii) On CC Surface |
| 18 | Providing and fixing of typical MMGSY 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 * 450mm * 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 |
| 19 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70mm width and required message, letters, figures with reflective engineering grade tape per MORD as specifications of required shade and colour. Supported and welded on 47mm x47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M / s 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 |
| 20 | Construction of Ordinary Kilometre Stone (Precast) :Reinforced cement concrete M 15 grade ordinaryKilometre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads. |
| 21 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin inposition including painting and printing etc. as per drawing and technical specification clause 1703 of specification of rural roads. |
| 22 | 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 suitablematerial. |
| 23 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification Clause 1301 |
| 24 | 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 |
| 25 | Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 26 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) |
| 27 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 29 | 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. |
| 30 | Providingplain/reinforcedcementconcretein Foundation with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M10 |
| 31 | Providingplain/reinforcedcementconcretein Foundation with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M15 |
| 32 | Providingplain/reinforcedcementconcreteinSub-Structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads PCC Grade M15 |
| 33 | Providingplain/reinforcedcementconcreteinsub structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads RCC Grade M25 |
| 34 | Supplying, fitting and placing TMT bar reinforcement in subrstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 35 | Providingplain/reinforcedcementconcreteinsuper structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads RCC Grade M30 |
| 36 | Providingplain/reinforcedcementconcreteinsuper structure with or without reinforcements in any part offoundationwithgradedstonechipsofappropriate nominalsizesincludingscreeningand cleaningof coarse aggregates, fine aggregates(sand) conforming to propergradingzone,bothofapprovedqualityand cementasnecessary, mixinginconcretemixerof suitable capacity and cost of curing with water, includingpreparationofdesignmix approvedofthe samebytheEngineerincharge,costforquality control,sampling,testingetc.includingcostofform workbut excludingreinforcementcompleteasper drawings and technical specifications Clause 802, 803, 1202 & 1203 of specification for Rural Roads RCC Grade M20 |
| 37 | Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 38 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 39 | 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 |
| 40 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification Clause 1301 |
| 41 | LABOUR CESS @1 % |
| 42 | ADD 10% S.F ON BASIC MATERIALS COST |
| 43 | ADD GST @ 18% (INCLUDING 1% LABOUR CESS & 10% S.F) |
| 44 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .Thefinished surface to be level, uniform and free from streaks and holes.IN BT SURFACE |
| 45 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .Thefinished surface to be level, uniform and free from streaks and holes.IN CC SURFACE |
| 46 | (i) Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 47 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading ,premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the require grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 48 | LABOUR CESS @1 % |
| 49 | ADD 10% S.F ON BASIC MATERIALS COST |
| 50 | ADD GST @ 18% (INCLUDING 1% LABOUR CESS & 10% S.F) |
| 51 | 6 YEAR\"S OPERATION & MANAGEMENT (O&M) COST |
