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| 1 | KUNDROTH ROAD TO DANI DHULAWAS |
| 2 | PART - A : CIVIL WORKClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. By Manual Means. |
| 3 | Excavationforroadwayinsoilbymechanicalmeansincludingcuttingand pushing the earth to site of embankment upto a distance of 100 m, including trimmingbottomandside slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | Constructionofembankmentwithapprovedmaterialsdepositedatsiteobtained from roadway cutting and excavation from drain and foundation or other structures gradedandcompactedtomeetrequirementofTables300.1and300.2asper MoRD Specification Clause 301.5 |
| 5 | 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 MoRD Specification Clause 301.5 |
| 6 | Constructionofreferencebenchmark(1 No.),workingbench mark(4 Nos.)and nearalldrainagestructuresandbridges(asperdirectionofEngineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking ofcentre line,settingout curves,recording oflevels,white washingand lettering etc. complete as per MORD specifications cl. 108. |
| 7 | Constructionofgranular sub-base by providingwell gradedcrusherborken material,mixinginamechanicalmixplantatOMC,carriageofmixed materialtoworksiteuptoleadof1000mspreadinginuniformlayerswith TractorMountGraderonprepared surface,mixing by mix in placemethod with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401.. For Grading I Material |
| 8 | Constructionofgranular sub-base by providingwell gradedcrusherborken material,mixinginamechanicalmixplantatOMC,carriageofmixed materialtoworksiteuptoleadof1000mspreadinginuniformlayerswith TractorMountGraderonprepared surface,mixing by mix in placemethod with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. For Grading IIIMaterial |
| 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 Specification Clause 401.. For Grading IIIMaterial |
| 10 | Providing,laying,spreadingandcompactingstoneaggregatesofspecific sizesto water bound macadam specificationincluding spreadingin uniform thickness,handpacking,rollingwithsmooth wheelroller80-100kNin stages to proper grade and camber, applying and brooming, stone screening &bindingmaterialstofill-uptheintersticesofcoarseaggregate,watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. Using Crusher Broken Aggregate By Manual Means |
| 11 | Providing,laying,spreadingandcompactingstoneaggregatesofspecific sizesto water bound macadam specificationincluding spreadingin uniform thickness,handpacking,rollingwithsmooth wheelroller80-100kNin stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the requireddensityGrading3asperMoRDSpecificationClause405.using Crusher borken aggregate By Manual Means |
| 12 | Providing and applying primer coat with bitumen emulsion (SS-1) on preparedsurfaceofgranularbaseincludingcleaningofroadsurfaceand spraying primerattherate of0.70-1.0 kg/sqmusingmechanicalmeansas per MoRD Specification Clause 502 |
| 13 | 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 MoRD Specification Clause 503. |
| 14 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix 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 either Type A or Type B or Type C as per MoRD Specification Clause 506 & 512.2.4 Waste Plastic @ 8% of bitumen. Case -II By mechnical meansCase -II By mechnical means |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specifiedlevels,gradeandcrossfallusingTypeA,TypeBandTypeCasper MoRD Specification Clause 510By Mechanical Means Case - II:Type B Bitumen (VG-30) |
| 16 | PART - B : CD WORKEarthworkinexcavationforstructuresasperdrawingandMoRDspecifications 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.Ordinary soil Upto 3 m depth |
| 17 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteas per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 18 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteas per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 |
| 19 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar |
| 20 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:6 cement mortar |
| 21 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRD specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 |
| 22 | Providing PCC M-20 architectural copingonthetopofwingwall,returnwalletc. complete as per drawing and MoRD specification Clauses 615, 710and 1204.3.11 75 mm thick |
| 23 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 24 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701 |
| 25 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder |
| 26 | Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302.3 |
| 27 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class beddingofgranular materialinsinglerowincluding fixingcollarwithcement mortar1:2butexcludingexcavation,protectionworks,backfilling,concreteand masonry works in head walls and parapets Clause 1106.. 300 mm dia |
| 28 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandard designasperIRC:8fixinginpositionincludingpaintingandprinting,etcasper drawing and MoRD Specification Clause 1703 5th Kilometre Stone (precast) |
| 29 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandard designasperIRC:8fixinginpositionincludingpaintingandprinting,etcasper drawing and MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 30 | Providingandfixingofretro-reflectorisedcautionary,mandatoryand informatorysignasperIRC:67madeofencapsulatedlenstype reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5mm thicksupportedon amild steelangle ironpost75 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 mmx600mm,600mmbelowgroundlevelasper drawingsand MoRD Specification Clause 801 900 mm equilateral triangle |
| 31 | Providingandfixingofretro-reflectorisedcautionary,mandatoryand informatorysignasperIRC:67madeofencapsulatedlenstype reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting,1.5mm thicksupportedon amild steelangle ironpost75 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 mmx600mm,600mmbelowgroundlevelasper drawingsand MoRD Specification Clause 801 600mm circular |
| 32 | Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications |
| 33 | Providing and erecting direction and place identification retro- reflectorisedsignasperIRC:67madeofencapsulatedlenstype reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on 2inchdiaGIPipefirmlyfixedtothegroundbymeansofproperly designedfoundationwithM-15gradecementconcrete450x450x 600mm,600mmbelowgroundlevelasperapproveddrawingand Tehnical Specification Clause 1701. upto 0.9 sqm size board |
| 34 | ProvidingandfixingoftypicalPMGSYinformatorysignboardwithLogoasper MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamondshapeof600mmx600mmsize,rivetedoverweldedM.S.angleiron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200mmx150mmsizerivetedoverweldedM.S.angleironframeof25mmx 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mmsize.Weldingofallthesheetsoverangleironframewillbedoneneatlyto have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. |
| 35 | Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), materialspecificationsasperClause1701.3.7.Thetopmostplatewillbein diamondshapeof600mmx600mmsize,rivetedoverweldedM.S.angleiron frame of 25 mm x 25mm x 5 mm size on back on edgesincluding orange luminous colour epoxy painton logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. ofdefinitionplate and PMGSYlogo ontop plateshall beas perclause1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer andtwocoatsofEpoxypaint.Thesteeltubebelowgroundlevelwillbepainted with three coats of Epoxy paint. The design, painting and lettering shall be done as perapproveddrawing.Postswillbefixedtothegroundbymeansofproperly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700 |
| 36 | Providing and Erecting typical Citizen\"s information Board as per approved drawing &specificationofMORDmadeofTwoplatesofAluminiumCompositeMaterials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubespostsplacedat1000mmapartcentretocentrethesepostswillbe embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. ofplates shall be as per clause 1701.4.6Messages/Borders.Allthesectionsofframeandpostswillbepainted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done asper approved drawing and MoRD Specification Clause 1700 |
| 37 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the roadsurfaceattemperature160\"Cwithaspecialapplicatormachinecomplete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 38 | Providingandlayingroundedhumptypespeedbreakersforcrossingspeed25 km/hasperIRCdesignincludingprovidingandapplyingbitumenemulsiontack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic |
| 39 | Providing and erecting direction and place identification retro-\reflectorisedsignas perIRC:67madeofencapsulatedlenstype reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 |
| 40 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. |
| 41 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 42 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 43 | ConstructionofFoundation/InaugrationPedastalin23cmthickBrick masonryinCM1:4ofsize1.20mx1.80mabovegroundlevelwith adequate foundation including providing and fixing of Granite stone of size 0.75mx0.60mwithengravinglettersandfigures,cementplaster,white washing etc. complete as per direction of Engineer in charge. |
| 44 | Total Cost of Construction Work |
| 45 | Add GST (18%) on Total Costruction Cost |
| 46 | Total Construction Part with GST |
| 47 | Cost of Routine Maintenance Work after Completion of Construction Work |
| 48 | For 1st Year |
| 49 | For 2nd Year |
| 50 | For 3rd Year |
| 51 | For 4th Year |
| 52 | For 5th Year |
| 53 | Total Cost of Maintenance Work for 5 Years |
| 54 | Add GST (18%) on Total Costruction Cost |
| 55 | Total Construction Part with GST |
