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| 1 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications. |
| 2 | Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size bouldersas per SS20B for Boxing. |
| 3 | Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all lead and lift as per SS20B including cost of labour charges, materials, tools, equipments and all incidental charges including compacting with power roller, watering including all hire and fuel charges for all tools and plants, removal of all other deleterious matter and obstuctions, trimming of bottom of excavation back filling, clearing of the site and disposal of surplus materials etc., complete as per standard specification, for embankment |
| 4 | Granular Sub-base with Graded Material (Table:400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-Vmaterial |
| 5 | Wet Mix Macadam (Table:400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 406) |
| 6 | Prime coat: (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM |
| 7 | Tack coat- (Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503) - over granular surfaces treated with primer |
| 8 | Advance patch work using 45mm IRC size HBG metal for making thepot holesand patching usingVG10 grade bitumen including mixing atthe rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc.,complete, as per MORTH Specification. |
| 9 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503 - over Bituminous surfaces |
| 10 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg/sqm on the prepared CC surface cleaned with mechanical broom as per clause 503 - over CC surfaces |
| 11 | Dense Graded Bituminous Macadam (Table - 500-10): Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505) Grading-II |
| 12 | Bituminous Concrete (Table500-17): Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading-II |
| 13 | Bituminous Concrete (Table500-17): Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading-I |
| 14 | Refilling / Construction of Berms the avilable box cut earthincluding all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers. |
| 15 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printing etc., complete (as per MORT&H specification No 804) |
| 16 | Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position incluidng painting and printing etc., complete (as per MORT&H specification No 804) |
| 17 | Sub Estimate : Reconstruction of Box culvertat km 1/6, 1/8, 1/10,2/4, 2/6, 2/8, 2/10, 3/4, 3/8i), 3/8ii), 4/6, 4/10, 5/4, 5/6, 5/8 of Mettukadai Moothampalayam road |
| 18 | Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls. Removal of PCC structures |
| 19 | Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT AND CUTOFF WALLS. |
| 20 | Cement Concrete M15 Grade using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for Leveling course for below foundation & Footing of wing wall |
| 21 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT. |
| 22 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, below sill |
| 23 | Vibrated Cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete as per standard Specification for WING WALL, above sill |
| 24 | Supply and fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-500 D grade |
| 25 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 26 | Filling behind Abutments and Returns as per Appendix 6 of IRC : 78-2014 with Carted Earth free daining Earth including cost and draining Earth having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete. |
| 27 | Sub Estimate : Construction of retaining wall at km 2/8 & well protective wall at km 2/6, 4/2 of Mettukadai Moothampalayam road |
| 28 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation of Box Culvert & Retaining Wall. MORTH No. 111, 112, 304 |
| 29 | Plain Cement Concrete M10 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for LEVELLING COURSE BELOW THE FOOTINGS OFRETAINING WALL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900. |
| 30 | Vibrated Cement Concrete of Grade M-20, Design Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BELOW SILL LEVEL |
| 31 | Vibrated Cement Concrete of Grade M-20, Design Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for ABOVE SILL LEVEL |
| 32 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. MORTH No. 2706, 900 |
| 33 | Sub Estimate: Providing Road furnitures from Km 1/6-5/8 of Mettukadai Moothampalayam road |
| 34 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms, per sq.m area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC: 35.The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORTH specification No. 803) |
| 35 | Providingandfixingreflectiveroadstudsof‘categoryA’ Raisedpavementmarkersmadeout ofpolycarbonate/methylmethercrylate /ABSmouldedbodyconfirmingto ASTMD788and reflectivepanelswithmicroprismaticlenscapableofprovidingtotal internalreflectionofthe lightentering thelensfacewithretroreflectance andchromaticity valuesconforming to ASTMD4280.Thereflective raised pavement markers shallalsoconfirm totheMORTH circularNoRW/NH.33023/ 10/97-DO.IIIdt11.06.97. Theheight,widthandlengthshall notbelessthan15mm,90mmand100mmandwithminimumreflectivearea of13Sq.cm oneachsideandtheslopetothebaseshallbe35 +/ -5degree.Eachreflectorshall have aCIL notlessthanvaluesspecified inTable2ofsaidMORTHcircular. Thestrength of detachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/ -2mmarid heightnotlessthan 30+/ - 2mm)fromthebodyistobe aminimumvalueof 500 Kgf.Fixing willbebydrillingholesontheroadfortheshankstogoinside, withoutnailsandusing epoxyresinbasedadhesiveaspermanufacturer’s recommendation andcompleteasdirected bytheengineer. Themarkershallsupportaloadof13635Kgtestedinaccordancewith ASTMD428Oandconfirming toIRC 35-2015guidelinesandMORT&Hspecification804 etc., complete |
| 36 | ProvidingandErectingofRetro-ReflectorisedHazardMarkerTrafficSignmadeoutofHigh IntensityPrismaticGradeSheetingconfirmingtoType-IVstandardsofIRC-67:2012and ASTMD4956—09, specificationandfixedover2mmthickAluminiumsheet fixedovera back supporting frame of25mmx25mmx3mmMildSteel angle andsupportedon amildsteel anglepost75X75X6mmand0.60mbelowgroundlevel.Thesignpostshouldbepaintedas perIRC67-2012andfirmlyfixedtothegroundbymeansofproperlydesignedfoundation withMISgradecementconcrete45cmX45cmX60cmsizeincludingcostandconveyanceof allmaterials,equipment, Machineryand labourwithallleadsand lifts,loadingcharges necessary for satisfactorycompletionof thework asdirectedby theengineer in charge. High intensityRetro-ReflectrosheetshallconsistofminimumcoefficientofRetro-reflectionas perTable6.6ofIRC67-2012.Theretro-reflectivesheetingshallbecoveredunder7year warrantyissuedforfieldperformanceandacertifiedcopyofthreeyearsoutdoorexposure report shall be obtained asperIRC 67:2012. (as per MORT&HSpecificationNo.801) |
| 37 | ProvidinganderectingofRetro-Reflector›sedCautionary,MandatoryandInformatorysigns (without definition) madeoutofHighIntensityPrismaticGradeSheetingconfirming toType-IVstandardsofIRC-67:2012andASTMD4956—09,specificationandfixedover 2mmthickAluminiumsheetfixedoverabacksupportingframeof25mmx25mmx3mmMild Steelangleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnot lessthan2. 10mfromthegroundleveltothebottomofthesignboardand0.60mbelow groundlevel.ThesignpostshouldbepaintedasperIRC 67-2012andfirmlyfixedtothe groundbymeansof properlydesignedfoundationwithM15gradecementconcrete 45cmX45cmX60cmsizeincludingcostandconveyanceofallmaterials,equipment, Machinery andlabourwith all leads and lifts, loadingchargesnecessary forsatisfactory completionofthe workasdirectedbythe engineerin Charge. HighintensityRetro-Reflectro sheet shallconsist ofminimum coefficient ofRetro-reflectionas perTable6.6 ofIRC 67- 2012.Theretro-reflectivesheetingshallbecoveredunder7 3 earwarrantyissuedforfield performanceandacertifiedcopyofthreeyearsoutdoorexposurereportshallbeobtainedas per IRC67:2012.(as per MORT&HSpecificationNo.801) |
| 38 | 60 cm equlateral triangular |
| 39 | 90 cm octagonal at branch road |
| 40 | 60 cm circular board |
| 41 | 60 x 45 cm Chevron |
| 42 | Supplyingandinstallationofdelineators (roadwayindicators, hazardmarkersandobject markers),80- 1O0cmhighabovegroundlevel,paintedatalternativelyblackandwhitein15 cm widestrips, fittedwith80x 100mmrectangular or75mmdia circularreflectorised panels atthetop,buriedor pressedintothegroundand conformingto IRC-79etc., complete |
| 43 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineerin- charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. sign having area upto 0.9 sqm |
| 44 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 45 | Sub Total Amount for above all items (excluding GST) |
| 46 | GST 18% for above SubTotal Amount |
| 47 | Total in Figures (SubTotal + GST) |
