|
| 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, removalof 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. |
| 2 | Picking the existing BT surface upto 50mm thicK as directed by the Departmental officers and collecting the picKed up salvaged metal and stacKing the same for reuse and depositing the debris excluding cost of materials including all labour charges for picKing and all other tools and plants employed of the worK and including all other incidental charges etc., complete as per clause 111,112,305.4.3 of MoRTH-V Revision etc., complete |
| 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, conveyanceof mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base courseon well prepared surface and compacting with vibratory roller to acheive the desired densityincluding cost of material, labour charges, rentals for machinery, fuel and all other incidentalcharges etc., complete as per clause 406 of MORTH Rev-5Grading-V Material |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base,including premixing the materials with water at OMC in mechnanical mix plant, conveyanceof mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base courseon well prepared surface and compacting with vibratory roller to acheive the desired densityincluding cost of material, labour charges, rentals for machinery, fuel and all other incidentalcharges etc., complete as per clause 406 of MORTH Rev-5 Grading-III Material |
| 5 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam250mm 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 SubBase/ Base course on well prepared surface and compacting with vibratory roller to acheivethe desired density including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 6 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of EmulsionBitumen (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 |
| 7 | 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 |
| 8 | 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 |
| 9 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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 |
| 10 | 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) |
| 11 | Providing, laying 90mm consolidated thick Dense Bituminous Macadam Grade I 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 VG30 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 |
| 12 | Providing, laying 50mm consolidated thickBituminous Macadamusing 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 VG30 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 |
| 13 | Providing and laying Bituminous Concrete to 40mm 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 VG30 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 topaver 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 rollerand 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 |
| 14 | Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm,0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials toCMP 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire chargesand fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratoryroller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH.) |
| 15 | 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, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavationback filling, clearing up the site and disposal of all surplus materials etc., complete as perstandard specificatio for berms |
| 16 | Road Furniture |
| 17 | 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) |
| 18 | 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. |
| 19 | 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) |
| 20 | Providing RCC M15 grade precast KM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. |
| 21 | Providing RCC M15 grade precast HM Stone of standard design as per IRC: 26 - 1976 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. |
| 22 | ProvidinganderectingofRetro-Reflector›sedCautionary,MandatoryandInformatorysigns (without definition) madeoutofHighIntensityPrismaticGradeSheetingconfirming toType-IVstandardsofIRC-67:2022andASTMD4956—09,specificationandfixedover 2mmthickAluminiumsheetfixedoverabacksupportingframeof25mmx25mmx3mmMild Steelangleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnot lessthan2. 10mfromthegroundleveltothebottomofthesignboardand0.60mbelow groundlevel.ThesignpostshouldbepaintedasperIRC 67-2022andfirmlyfixedtothe 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- 2022.Theretro-reflectivesheetingshallbecoveredunder7 3 earwarrantyissuedforfield performanceandacertifiedcopyofthreeyearsoutdoorexposurereportshallbeobtainedas per IRC67:2022.(as per MORT&HSpecificationNo.801) |
| 23 | 90 cm equilateraltriangle |
| 24 | 90 cm high octagon |
| 25 | Circular board 60cm |
| 26 | 60 cm x 60 cmsquare - Chevron Board |
| 27 | Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 - 2022. The Latex printer used fordigital printing should use inks with low voe emissionsand have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work asdirected by the engineer-in-charge etc., complete. |
| 28 | Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out 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 Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out 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 critical zone applications) |
| 29 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 30 | Sub Total Amount for above all items (excluding GST) |
| 31 | GST 18% for above SubTotal Amount |
| 32 | Total in Figures (SubTotal + GST) |
