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| 1 | Kothanallore OnamthuruthAnamalaKurumallore Munduvelippady ParayamakkilKaradyRoad |
| 2 | CLEARING& GRUBBING |
| 3 | Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1 |
| 4 | PAVEMENTCOMPONENTS |
| 5 | 3.2 Scarifying Existing Bituminous Surface to a depth of 150mm - by MechanicalMeans - Scarifying the existingbituminoussurafce to a depth ofl50mm and disposal of scarifiedmaterial with a lift upto 3 m andlead upto 1000mas per technical specificationClause 301.4.1 |
| 6 | 2.14.2.A Dismantling flexible Pavements- Dismantling of flexible Pavements and disposal of dismantled materialupto a lead ofl00m, stacking serviceable and unserviceablematerials seperatelyby Mechanicalmeans as per technical specification Clause 202.3 - Bituminous Courses |
| 7 | 2.5.2.B Dismantling of structures- Dismantling existing structures like culverts,bridges, retaining walls and other structures comprising of masonry‘, cement concrete, woodwork, steelwork, including T&P and scaffolding ivhereever necessary, sorting the dismantledmaterial, disposal of unserviceableand stacking serviceable material with all lift and lead of l000m as per technical specification Clause 202.1 -Reinforced Cement Concrete (RCC) -By MechanicalMeans |
| 8 | 3.5.3 Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements ot’ lines, grades and cross sections and transporting to the embankment location with a lift uptol.5m and lead uptol000mas per technical specification Clause 302.3 |
| 9 | 3.3 Construction of embankment with material obtained from Roadway cutting - Construction of embankment with approvedmaterial depositedat site from roadway cutting and excavationfrom drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification Clause 301.5 |
| 10 | 3.4 Mod Constructionof embankmentwith material obtained from Private land. Borrow Pits - Construction of’ embankment with approvedmaterial deposited at site from borrow pits with a lift uptol .5m. transporting to site, spreading, grading to required slope andcompacting to meet requirement of Table 300.1 and 300.2 as per technical specificationClause 301.5 (Contractor\"s own earth) |
| 11 | 4.1.A.1Granular Sub-base with well graded material (Table 400.1)-By Mix in Place Method- For Grading I material - Construction ofgranular sub-base by providing well graded material, spreading in uniform layers with motor grader on preparedsurface mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density as per technical specificationClause 401 |
| 12 | 4.1.A.1 Modified Construction ofgranular sub-base by providing well graded material, spreading in uniformlayers with motor grader on prepared surface, mixing by mix in place methodwith rotovator at OMC, and compacting with smoothwheel roller to achieve the desired density as per technical specification Clause 401 - Using Departmental material |
| 13 | 4.9 Wet Mix Macadam -Providing, laying, spreading and compacting stone aggregates of specified sizes to wet mix macadam at OMC in mechanicalmixer (pug mill), carriage of mixed materialby tipper to site,layingin uniform thickness in sub-base / base course on a well prepared sub-base and compactingwith smooththree wheel 80-100 kN static roller to achievethe desired density including lighting, barricading and maintenance of diversion etc as per table 400. 11 & 400.12 and as per technical specificationClause 406 |
| 14 | BITUMINOUSWORKS |
| 15 | 5.1.1 pb - Prime Coat - Low porosity- Providing and applyingprimer coat withbitumenemulsion (Packed SS- I ) onthe prepared surface ofgranularbaseincludingcleaningofroadsurfaceandsprayingprimeratarate of0.70- 1.00kg/sqm using mechanicalmeans as per technical specificationclause 502 |
| 16 | 5.2.3.pb - Tack Coat - Providing and applying tack coat with bitumen emulsion (Packed RS-1) using emulsiondistributorat a ate of 0.25 - 0.30kg/sqmon thepreparedgranularsurface treatedwithprimer&cleanedwithHydraulicbroom as per technical specificationclause 503 |
| 17 | 5.3 Bituminous Macadam - Providing and layingbituminousmacadamwithhot mixplant using crushedaggregates ot grading as per Table 500.4 premixedwithbituminousbinder, transportedto site upto a lead of 1000 m laid over a previouslyprepared surface with payer finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical SpecificationClause 504 using bitumen S-65 Bulk |
| 18 | 5.2.1 pb - Tack Coat - Providing and applyingtack coat withbitumen emulsion (Packed RS-1) using emulsion distributor ata rateof0.20-0.25kg/sqm onthepreparedbituminoussurfacecleanedwithHydraulicbroomaspertechniCal specificationclause 503 |
| 19 | OD 5.6.2.A BituminousConcrete-Providingandlayingbituminousconcretewith80-100TPHhotmixplantproducingan averageoutputof75tonnesperhourusingcrushedaggregatesof specifiedgrading,premixedwithbituminous binder(S-65)5.4 per cent of miv and filler-, transporting the hot mix to work site. laying with a hydrostaticpaves finisherwithsensor controlto the requiredgrade,leveland alignment,roiling withsmoothwheeled,vibratoryand tandemrollerstoachievethedesiredcompactionasperMORTHspecificationclauseNo.507completeinall respects Grading - 11 (13.2 mm Nominal Size) Using BulkBitumenS-65 |
| 20 | CDWORKS |
| 21 | 13.1.2 RCC Grade M 25 - Providingand laying reinforced cement concrete in superstructure complete as per drawings and technical specifications Clause 800, 1205.4 and 1205.5 -upto 5.00mtr Height |
| 22 | 13.3 Supplying, fitting and placing TMT bar reinforcementin superstructure - complete as per drawings and technical specifications Clauses 1002, 1010 and 1202 |
| 23 | DRAIN WORKS |
| 24 | I 1.4.1.1PCC Grade M 10 - Providing concrete for plain/reintorced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominalmix 1:3:6 |
| 25 | 11.4.3.1 Modified PCC Grade M 20 - Providing concrete for plain/reinforced concrete for wearing coat complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- Nominal mix 1:2:4 without 40 mm broken stone and formwork |
| 26 | 12.5.5RCC Grade M 20 - Providing concrete for plain/reintorced concrete in substructure asper drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m |
| 27 | 12.7 Supplying, fitting and placing TMTbar reinforcementin substructure complete as per drawings and technicalspecitications Clauses 1002, 1010 and 1202 |
| 28 | CC PAVEMENTSFORCHAPPATH |
| 29 | 4.1.A.1 Granular Sub-base with well graded material (Table 400.1)-ByMixin Place Method- For Grading Imaterial - Construction ofgranular sub-baseby providingwell gmded material, spreadingin uniformlnyers with motor grader on prepared surface, mixing by mix in place methodwith rotovator at OMC. and compactingwith smooth wheel roller to achieve the desired densityas per technicalspecificationClause 401 |
| 30 | 6.4 Cement Concrete Pavement - Construction of un-reinforced dowel jointed at expansion and construction joint only,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 M 30 (grade),coarse and fine aggregates conforming to IS383,maximumsize of coarse aggregate not exceeding 25 mm,mixedin a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laidin approved fixed side formwork spieading the concrete with showels,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 and water finishing to lines and grade as per drawing and TechnicalSpecifications clause 1501 |
| 31 | TRAFFIC SIGNS, MARKINGS AND OTHER APPURTENANCES |
| 32 | 10.16 Providing and Fixing \"Logo\" of PMGSY Project - Providing and fixing of typical PMGSYinformatory signboard with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly weldedwith MS flat iron 25mm x 5m size on back on edges. The lower plate wiJlbe weldedwith 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 embeddedin cement concrete M-15 grade blocks of 450mm x 450mm x 600mm. 600mmbelow groundlevel. The top most diamondplate 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 s.des. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade and colour. All sections of framedposts and steel tube will be paintedwith primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 33 | 10.16 Providing aad Fixing typical PMGSY citizens informationboard as per MoRD specifications and drawings- two vertical76.1 mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class)duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mmbelow groundlevel with two horizontalM S Sheet Tubesofl000mm length to make the frame of board. four horizontals and two verticalswith M S Sheet rectamngular Tube 50x25x2mmto make the frame to fix the board as per drawing, two M S Sheet 2.00 mm thick boards of size 900x750mm strengthenedby 25mmx5nimMS flat iron includingpainting with stove enameled paint on both sides as per MoRD specifications. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1 |
| 34 | 10.16 OD Providing and Fixing typical PMGSY Maintenance informationboard as per MoRD specifications and drawings- Two vertical76.1mm outer diameter MS sheet tube posts of 3.60mm thickness (medium class)duly embeddedin cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 600mmbelow groundlevel with two horizontalM S Sheet Tubesofl000mm length to make the frame of board. four horizontals and two verticalswith M S Sheet rectamngular Tube 50x25x2mmto make the frame to fix the board as per drawing, two M S Sheef 2.00 mm thick board of size 900x l500mm strengthenedby 25mmx5mmMS flat iron includingpainting with stove enameledpaint on both sides as per hIoRD specifications. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 35 | 10.16.01. Providing and tixing of retro-reflectorised logo board at different locations of roadasper IRC:67 made of encapsulatedlens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designed foundationwith M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701- 600mm x 600mmsize logo and sign board of 1100x300mm |
| 36 | 10.2A.2.1Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulatedlens type reflective sheeting vide ClauseI 701.2.3, fixed over aluminium sheeting, 1.5 mm thick supportedon GI pipe 50 mm dia firmly fixed to the groundby means of properly designed foundationwith M-15 grade cement concrete 450rnm x 450 mm x 600 mm, 600 mm below ground level as per di\"aivings and TechnicalSpecitication Clause 1 70 I - 900mm equilateraltriangle board |
| 37 | 10.2A.2.3Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-refJectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulatedlens type reflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly Tixed to the groundby means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground levelas per drawings and Technical Specification Clause 1701- 600mm circular board |
| 38 | 10 A 2.5Traffic Signs- Retro-reflective Traffic Signs - Providing and t“ixing of retro-reflectorised cautionary. mandatory and informatory sign asper IRC:67 made of encapsulatedlens type reflective sheeting vide Clause 1701.2.3, fixed over aluminiumsheeting, |1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the groundby means of properly designed foundationwith M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 1701- 600mm x 450mm rectangular board |
| 39 | 10.3.A.2 Traffic Signs- Direction and place identification sign upto 0.90 sqm size board - Retro - reflective Traffic Signs - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulatedlens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundationwith M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnieal Specification Clause 1701. |
| 40 | OD. 10.2.A MoRTH Traffic Signs- Retro-reflective Singie Chevronof 50cm x 60cmsize - Providing and fixing of retro-reflectorised single chevron sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundationwith M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below groundlevel as per drawings and Technical Specification Clause 1701 |
| 41 | OD. 10.1 MoRTHTraffic Signs- Retro-reflective Object hazard marker of 300mm x 900mm size - Providing and fixing of retro- reflectorisedObject hazard markersign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundationwith M-15 grade cement concrete 300mmx 300mm x 450 mm, 450 mm below groundlevel as per draw\"ings and Technical Specification Clause 1701 |
| 42 | 10.10.2Kilometre Stone- Reinforced cement concrete M15 grade kilometre stone / local stone of standard design as per IRC:8 taxing in positionincluding painting and priming etc.as per drawing and technical Specificationclause 1703 OrdinaryKilometre stone (pre-cast) |
| 43 | 10.10.3Kilometre Stone- Reinforcedcement concrete M15 grade kilometre stone / local stone of standarddesign as per IRC:8 fixing in positjon including painting and priming etc.as per drawing and technical Specification clause 1703 200m stone (pre-cast) |
| 44 | 10.1.2 Printing new letters and figures of any shade - printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give a even shade as per drawings and technical specifications clause 1701- English and roman |
| 45 | Total Construction cost |
| 46 | Maintenance for 5 years |
| 47 | Maintenance for first Year after completion |
| 48 | Maintenance for second Year after completion |
| 49 | Maintenance for Third Year after completion |
| 50 | Maintenance for fourth Year after completion |
| 51 | Maintenance for fifth Year after completion |
| 52 | Total Maintenance cost |
