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| 1 | 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 charges, materials, tools, equipments and all incidental charges,removal of 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 Boxing including conveyance of sut earth away from the site with average lead |
| 2 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5Grading-V Material |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base,including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Grading-III Material |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 5 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 6 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 7 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 |
| 8 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and allother incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) |
| 9 | Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG 40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks toworksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 10 | Providing and laying Bituminous Concrete to40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 11 | Providingcompactionforembankment/makingupoflowbermsusingtheavailableboxcutearthincludingallhireandfuelchargesforpowerrollerforcompaction,watersprinkler,includingalllabourchargesforlaying,spreading,wateringetc.,completeandasdirected by the departmental engineers. |
| 12 | Removal of the Black Topped(BT)surface to 50to70mm depth using Milling machine,including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges,unloading at un objectionable place,cleaning the milled surfaceas to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers |
| 13 | Plain Cement concrte M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc.. complete as per MORT&H Rev. V specifications .100,1000,1500,1600,1700,2100 |
| 14 | Providing R.C.C Centre Medianof size 0.610 m at bottom 0.250 m at middle 0.150 m at top and to height of1.05 m from the road level including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary, and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcements as per the Bar bending schedule appended here with , fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sourcesincluding labour charges for mixing, laying, curing etc, and cost and laying of 100mm dia PVC pipes [ for service utilities ] at the middle of the median as directed by the departmental officers , Rendering smoothness over the CC surfaces with 10 Kg of cement for10 m2area and painting two coats over the CC surfaces with best approved quality of cement paint including primer etc, including all labour charges ,hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc, complete. |
| 15 | Road Furniture |
| 16 | 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) |
| 17 | Providing and fixing reflective road studs of \"category A\" raised pavement markers made out of Polycarbonate / methyl methecrylate / ABS moulded Body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. RW/NH. 33023/10/97-DO.III Dt.11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280 and confirming to IRC 35 – 2015 guidelines and MORT&H specification 804 etc., complete. |
| 18 | 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) (30x90cm rectangular) |
| 19 | Providing RCC M15 grade of Kilometre stone of standarddesign and drawing as per IRC:8-1980 (secondrevision),including painting and numbering etc., and allother incidental charges etc., complete. |
| 20 | Providing RCC M15 gradeof HM stone of standard designand drawing as per IRC:26-1967, including painting andnumbering etc., and all other incidental charges etc.,complete. |
| 21 | ProvidinganderectingofRetro-ReflectorisedCautionary,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) |
| 22 | 90 Cm equilateral Triangle |
| 23 | 90 Cm high Octagon |
| 24 | 60 cm Circular Board |
| 25 | 60 cm x 60 cm Square - Chevron Board |
| 26 | Providing andfixingofMedianmarkerdoublesidedmadeofpolycarbonateforimpactresistance andgoodweatherability.Polycarbonateusedformoldingthemedianmarkershallhavea minimumloadimpactstrengthvalueof600 J/matroomtemperature.The impactstrength ofthe polycarbonateshouldnotdecreasetolessthan70%ofits initialvalueonbeing subjectedtoUVweatheringasperASTMG155for1000hoursorexposureto2yearsof naturalweathering.Thebodyofthe medianmarkershallbeintheformofan isosceles trapezoidalstructureoflength15cmheightandwidthof10x10cm.Themedianmarker shall have fluorescent yellowretro- reflectivesheetingconfirmingto Type XIspecifications as perASTMD4956. Areaofreflectivesheetingshouldnotbelessthan70 sq.cm. Edgeofretro reflectiveshall be concealedusing a grill mesh/ similarmechanismto prevent vandalismand sheeting pilferage. The logo of themanufacturer shall be embossed andpainted in contrasting colour onboth side of medianmarker for distinct identification. |
| 27 | Metal Beam Crash Barrier Type - A, \"W\" Double Guard.Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1. 70m high, comprising of 3mm thick wall \"W\" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum950mmaboveroad/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specificationand as directed by the Engineer-in-charge |
| 28 | Providing and erecting of Direction and Place IdentificationRetro-reflectorisedSignsmadeout of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2022 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm 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 67-2022 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 engineer-in-charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2022. The retro -reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. ( as per MoRT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and criticalzone applications) (for sign having area upto 0.9 Sqm) (Type-XI) |
| 29 | Reconstruction of Precast Box Culvert at Km 6/8 |
| 30 | Dismantling the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 31 | Earthwork excavation in all classes of soils except hard rock requiringblasting 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 standard specification. (BT Cutting) |
| 32 | Earthwork excavation in all classes of soil except soft 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 |
| 33 | Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation. |
| 34 | Providing Precast Vibrated Reinforced Cement Concrete M30 grade for box culvert of size 2.00 x 1.50 x 1.00m with 0.30m thick sidewalls, 0.40m thick bottom and top slab including including cost of shuttering and conveyance of all materials to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for boxes of size2.00 x 1.50 x 1.00 m with 300mm vertical walls 400mm top & bottom slabs including cost of loading and unloading the boxes at site and erection of bottom slabs and boxes at site as per specification. |
| 35 | Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200 for Parapet Wall |
| 36 | Gravel back filling including cost and conveyance of gravel to worksite and filling in layers of 150mm thick tamping including watering with all leads for water and all other incidental charges etc., complete |
| 37 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 38 | Sub Total Amount for above all items (excluding GST) |
| 39 | GST 18% for above SubTotal Amount |
| 40 | Total in Figures (SubTotal + GST) |
