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| 1 | Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for pickingetc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,501 |
| 2 | 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 backfilling,clearing up the site and disposal of all surplus materials etc.,complete as per standard specification for box cutting widening portion |
| 3 | Providing compaction for embankment / makingup 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. |
| 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, 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 401 of MORTH Rev-5 (Grade-V) |
| 5 | 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 Basecourse 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 401 of MORTH Rev-5 (Grade-III) |
| 6 | 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 Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheivethe desireddensity including cost ofmaterial, labourcharges, rentalsfor machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 7 | ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1) per 10 sqm for preparatoryto another bituminous constructionover it, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 8 | ProvidingandlayingTackCoatoverWBM/WMM surface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 |
| 9 | ProvidingandlayingTackCoatoverExistingBTsurfaceusing2KgofBitumen Emulsion(RS1)per10sqmforpreparatorytoanotherbituminousconstruction overitincludingcostofmaterial,labourcharges,rentalsformachinery,fueland all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 |
| 10 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36cum of 2.36mm&belowsize IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing the min the required temperature in central hotmixplant 2030 ton capacity,conveying the mix by tippertrucks to site,spreading the mix to uniform thickness of 75 mm with mechanical paver finisher hydrostatic(more than 5m width) to the specified grades and cross sections and consolidated by Vibratory Roller to the required densityetc.,including labour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratoryroller and all other tools and plant required,including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH rev-5. (Grade-I) |
| 11 | ProvidingandlayingBituminousConcreteto30/40mmthickusing0.13cumof19.00- 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, heatingthebitumenandaggregatetorequiredtemperatureandmixingtheminrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite,spreadingthemixtouniformthicknessof40mmwithmechanicalpavertothe 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 tCMPwithbitumen boiler,tipper trucks,Paver Finisher,Vibratory roller andallothertoolsandplantrequired,includingfuelandallotherincidentalchargesetc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 (Grade-II) |
| 12 | Construction, Reconstruction and Widening of Box Culvert |
| 13 | Dismantling the existing and fell down plain concrete structure in the cause way such as PCC pavement slab, pier bottom slab, pier wall, bed block, pier protection top slab and disposing the demolished material including all other incidental charges etc., with a lift upto 3 m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling Cement Concrete Slab |
| 14 | Earth work Excavation in hard rock requiring blasting and depositing on bank with all leads as per SS20B including cost of all labour, equipments 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 excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per relevent standard specification for Foundation |
| 15 | Plain cement concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Foundation as per MoRTH specification and also as directed by the Engineer in Charge. |
| 16 | VibratedReinforcedCement ConcreteM25 (Design Mix) usingISS gradedmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employedetc., complete as per relevant standard specifications as directed by the Engineer for Base slab,side wall,Top slab as per MoRTH specification and also as directed by the Engineer in Charge. |
| 17 | Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in positionincluding cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLABas per MoRTH specification and also as directed by the Engineer in Charge. |
| 18 | Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rodsstraightening, cutting, bending, tying grills,including over lapping to the required length wherever necessary and providing to the reinforcementplacing 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000 |
| 19 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for wing wall and Parapet as per MoRTH specification and also as directed by the Engineer in Charge. |
| 20 | PCC Retaining wall |
| 21 | Earth work Excavation in hard rock requiring blasting and depositing on bank with all leads as per SS20B including cost of all labour, equipments 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 excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per relevent standard specification for Foundation |
| 22 | Plain cement concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Foundation |
| 23 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for wing wall and Parapet as per MoRTH specification and also as directed by the Engineer in Charge.ofReturn walls (Below sill level) |
| 24 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Hire charges for Tools and plants and incidental charges etc., complete as per relevent standard specification for wing wall and Parapet as per MoRTH specification and also as directed by the Engineer in Charge.ofReturn walls (Above sill level) |
| 25 | Providing and fixing 110 mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specificationas per MORTH No.2706 |
| 26 | Earth work excavation in all classes of soil excepthard rock requiring blasting and depositing on bank with all lead sand 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 excavation back filling,clearing up the site an ddisposal of all surplus materialsetc.,complete as per standard specification. For making up of low berms with conveyance (Lead 9km) |
| 27 | Easing of Branch Road |
| 28 | Earth work 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 |
| 29 | 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 Basecourse 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 (Grade-V) |
| 30 | 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 Basecourse 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 401 of MORTH Rev-5 (Grade-III) |
| 31 | 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 Sub Base/ Base course on well prepared surface and compacting with vibratory Roller to acheivethe desireddensity including cost ofmaterial, labourcharges, rentalsfor machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 32 | ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1) per 10 sqm for preparatoryto another bituminous constructionover it, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 33 | ProvidingandlayingTackCoatoverWBM/WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 |
| 34 | ProvidingandlayingTackCoatoverExistingBTsurfaceusing2KgofBitumen Emulsion(RS1)per10sqmforpreparatorytoanotherbituminousconstruction overitincludingcostofmaterial,labourcharges,rentalsformachinery,fueland all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 |
| 35 | Providing,laying 50mmconsolidatedthickBituminousMacadamusing 0.20cumof26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs 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 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-5 (Grade-II) |
| 36 | Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hotmix plant 20-30ton capacity,conveying the mix by tippertrucks 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 20-30 tonCMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratoryroller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. (Grade-I) |
| 37 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmixplant20-30ton capacity, conveying the mix by tippertruck to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for0-30tCMP with bitumen boiler, tippert rucks, 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 |
| 38 | Bus lay bye |
| 39 | Earth workExcavation in all classes ofsoilsexcepthardrocknotrequiringblasting anddepositingonbank withallleadsandliftsasperSS20Bincludingcostofall labour, 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, trimmingofbottomofexcavtion backfilling, and clearingthe site and disposal ofall surplus materials etc.complete asper standard specification |
| 40 | 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 Basecourse 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 401 of MORTH Rev-5 (Grade-V) |
| 41 | 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 Basecourse 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 401 of MORTH Rev-5 (Grade-III) |
| 42 | 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 acheivethe desireddensity including cost ofmaterial, labourcharges, rentalsfor machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 43 | ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1) per 10 sqm for preparatoryto another bituminous constructionover it, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 44 | ProvidingandlayingTackCoatoverWBM/WMM surface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 |
| 45 | Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hotmix plant 20-30 ton capacity,conveying the mix by tippertrucks 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 20-30 ton 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 505 of MORTH rev-5. (Grade-I) |
| 46 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmixplant 20-30 ton capacity,conveying the mix by tippertruck to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibrator yroller 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 |
| 47 | Kerb Type Center Median |
| 48 | Providing Barrier type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1:5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification. |
| 49 | Filling the median with available cut earthat the site including spreading, watering & consolidation by manuallyetc., complete as directed by the Engineer as per Cl.111, 112, 305. |
| 50 | Road Furnitre |
| 51 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 |
| 52 | Road Markers/Road Stud with Lens ReflectorProviding and fixing reflective road stud of \"category A\" raised pavement markers made out of poly corbonite/ methyl methecrylate/ABS moulded body confirming toASTM D788 and reflective panels with micro prismatic lens capabale of provididng totalinternal 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/NH33023/10/97-Do.III dt 11.06.97. The height,width and length shall not be less than15mm, 90mmand 100mm and with minimum reflective area of13sq.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 MORT&H 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 ba minimum value of 500kgf. 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 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc.complete |
| 53 | Providing and erecting Retro reflectorised Hazard marker Trafficsignmade out of high intensity prismatic grade sheeting confirming toType-IV standards ofIRC 67 - 2012 and ASTMD 4956 - 09.specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame mild steel angle 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm and 0.60m below ground level.The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by measn of properly designed foundation with M15 grade cement concrete 45cmx 45cm x 60cm 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.High intensity Retrol Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2022 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 67:2022 (as per MORT&H specification No.801) 30cm x 90 cm rectangular |
| 54 | Providing and erectingof Retro Reflectorisedcautionary, Mandatory and Informatory signs ( Without Definition board)made out of high intensity prismatic grade sheeting conforming toType-IV standards ofIRC 67 - 2022 and ASTMD 4956 - 09.specification and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm with a clear height of not less than 2.10m from the ground levelto 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 45cmx 45cm x 60cm 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.High intensity Retrol Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2022 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) 60cm x 45cm Rectangular |
| 55 | 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 of5mmx25mmx3mm Mild Steel angle andsupported 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, Machineryand 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) (for sign having area more than 0.90 sqm).Type-XI |
| 56 | Providing and erectingof Retro Reflectorisedcautionary, Mandatory and Informatory signs ( Without Definition board)made out of high intensity prismatic grade sheeting confirming toType-IV standards ofIRC 67 - 2022 and ASTMD 4956 - 09.specification and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm with a clear height of not less than 2.10m from the ground levelto 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 45cmx 45cm x 60cm 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.High intensity Retrol 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 67:2022 (as per MORT&H specification No.801) 60 cm Circular |
| 57 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mm x 25mmx3mm 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 engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. 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 67:2022 .(as per MoRT&H Specification No.801) 90 cm Equilateral triangle |
| 58 | Supply and installation of Delineators (Road way indicators, hazard markers object markers) 80-100 cm high above ground level, painted at alternatively Black and white in 15 cm wide strips, fitted with 80 x 100mm rectangular or 75mm dia circular reflectorised panels at the top burned or pressed in to the ground and conforming to IRC 79 etc.complete. (as per MORT&H specification No.806) |
| 59 | Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidalstructure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2.Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. |
| 60 | Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. |
| 61 | 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 50mmx 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 supportposts. 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 for digital printing should use inks with low VOC emissions and 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 andprovided 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 as directed by the engineer-in-charge etc., complete. |
| 62 | Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour,images/ logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m 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 of size 450x450x1100mm 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 as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-efficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801)of Size – 3.64m x 2.42m |
| 63 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 64 | Basic cost of value put to tender as per estimate |
| 65 | Add GST at 18% |
| 66 | Total Value put to Tender |
| 67 | Difference in Value |
| 68 | Bidder quoted value |
| 69 | Add GST at 18% of Final quoted Value |
| 70 | Total Value of Contract Including 18% of GST |
| 71 | Basic cost of value put to tender as per Estimate |
| 72 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
