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| 1 | Excavation for Roadway and Drainage: Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V. Box Cutting. |
| 2 | Construction of granular sub-base by providing close graded Material(Table 400-1), 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 soil compactorto achieve the desired density, complete as per clause 401 ) of MoRTH Rev V - for grading- V Material |
| 3 | Construction of granular sub-base by providing close graded Material(Table 400-1), 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 soil compactorto achieve the desired density, complete as per clause 401 ) of MoRTH Rev V - for grading- III Material |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam250mm thick including premixing the Materials with water at OMC in mechanical 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 soil compactor to achieve 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. V |
| 5 | Providing and laying Prime Coat over WMM surface using 7 kg of EmulsionBitumen (SS-I ) per 10 sqm for preparatory to another bitumious construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRTH Rev V. |
| 6 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5 kg ofBitumen Emulsion (RS-I ) per 10 sqm for preparatory to another bitumious construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRTH Rev V. |
| 7 | Providing and laying Tack Coat over Existing BT surface using 2 kg ofBitumen Emulsion (RS-I ) per 10 sqm for preparatory to another bitumious construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRTH Rev V. |
| 8 | Providing and laying Tack Coat over Existing BT surface using 3 kg ofBitumen Emulsion (RS-I ) per 10 sqm for preparatory to another bitumious construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRTH Rev V. |
| 9 | DBM (Grade - I) 75mm Thick Using VG 40 BitumenProviding, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm , 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 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 to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant reqiured, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MoRTH Rev V. |
| 10 | BM (Grade - II) 50 mm Thick Using VG 40 Providing and laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, agrgregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MoRTH Rev V. |
| 11 | BC 30/40 mm Thick (Grade -II) Using VG 40 Bitumen Providing and laying Bituminous Concrete to 30/40mm 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 50.30 kgs of VG 40 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 inCentral hot mix plant 20-30ton 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 Vibratoryto the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t 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 V |
| 12 | BC 50 mm Thick (Grade - I) Using VG 40 Bitumen Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & belowIRC HBG metal with 62.40 kgs of VG 40 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 inCentral hot mix plant 20-30ton 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 charges and fuel charges for 20-30t 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 V |
| 13 | Providing compaction for making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. |
| 14 | Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. |
| 15 | Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. |
| 16 | Sub estimate for Reconstruction of Box Culvert at Km 36/6 of Cheranmahadevi - Panagudy RoadDismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and bits etc., including all labour and incidental charges complying with MoRTH Rev V. Dismantling PCC. |
| 17 | Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and bits etc., including all labour and incidental charges complying with MoRTH Rev V. Dismantling RCC. |
| 18 | Earthwork Excavation in all classes of soil except hard rock not requiring blating and depositing on bank with all leads and lifts as per SS20B including cost of all lobour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation and back filling, and clearing the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF BOX CULVERT AND RETURN WALL. |
| 19 | Vibrated Cement Concrete M15 grade (Nominal Mix ) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost of cement at siteand labour charges for form work, and centering, labour charges for laying and compacting, curing and all incidental charges etc.complete as per standard specification forLEVELLING COURSE BELOWBOX CULVERT. |
| 20 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix)using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standardfor BOTTOM SLAB OF BOX CULVERT. |
| 21 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix)using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per relevant standard for BODY WALL OF BOX CULVERT. |
| 22 | Vibrated Reinforced Cement Concrete of grade M25 (Design mix)using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per relevant standardfor TOP SLAB OF BOX CULVERT. |
| 23 | Supply and fabrication of steel Grade Fe-500 with suitable anticorrsive required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting 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 as per standard specification. |
| 24 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost and labour charges for formwork, centering, labour charges for laying, compacting curing all incidental charges etc., complete for Parapet. |
| 25 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost and labour charges for formwork, centering, labour charges for laying, compacting curing all incidental charges etc., complete for FOOTINGS OF RETURN WALL. |
| 26 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost and labour charges for formwork, centering, labour charges for laying, compacting curing all incidental charges etc., complete for STEM OF RETURN WALL below sill level. |
| 27 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost and labour charges for formwork, centering, labour charges for laying, compacting curing all incidental charges etc., complete for STEM OF RETURN WALL above sill level. |
| 28 | Sub estimate for providing Road Furniture from Km 34/4-37/850 of Cheranmahadevi - Panagudy RoadProviding and laying of hotapplied thermoplastic compound 2.5mm thick including reflectorisingglassbeads @250 gms. Per sqm areathicknessof 2.5mm is exclusiveof surface applied glassbeads as per IRC 35. The finishedsurfaceto be level , uniform and free fromstreaksandholesetc., complete (as per MORT&H specificationNo.803 |
| 29 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/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 valuesconforming 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 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the 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+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the 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 D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 30 | Supplyingand installation ofdelineators (road way indicators, hazardmarkers and object markers),80-100cmhighabove groundlevel, paintedatalternativelyblack andwhite in15 emwide strips,fitted with 80x100mm rectangular or75mm dia circularreflectorised panelsatthetop,buriedor pressedintothegroundandconforming toIRC-79 etc.,complete (asperMORT&HspecificationNo. 806) |
| 31 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Signmade outof High IntensityPrismaticGradeSheetingconfirmingtoType-IV standards ofIRC-67:2012and ASTM D4956-09, specificationand fixed over2mmthick Aluminiumsheet fixed overa back supportingframe of 25mmx25mmx3mmMild Steel angle and supportedona mildsteel angle post 75X75X6mm and 0.60mbelow groundlevel. Thesignpost should bepaintedas per IRC 67-2012and firmly fixed tothe groundbymeansofproperlydesignedfoundation with M15 gradecementconcrete45cmX45cmX60cmsizeincludingcost and conveyance of allmaterials, equipment, Machineryand labourwith allleadsandlifts, loadingcharges necessaryforsatisfactorycompletion of thework asdirected bytheengineer incharge.High intensityRetro -Reflectro sheetshallconsistofminimumcoefficient ofRetro-reflection as perTable 6.6 ofIRe 67-2012.The retro-reflective sheetingshallbecovered under7year warrantyissuedforfieldperformanceand acertified copy ofthreeyearsoutdoorexposure report shall beobtained asper IRC67:2012.(as perMORT&HSpecification No.801)30 cm X 90cm Rectangular |
| 32 | Providing and erecting 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 x 3mm 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 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge, High intensity Retro - Relectro 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 (as per MORT&H Specification No.801)for sign having area more than 0.9 sqm) Type-IV |
| 33 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 34 | Sub Total Amount for above all items (excluding GST) |
| 35 | GST 18% for above SubTotal Amount |
| 36 | Total in Figures (SubTotal + GST) |
