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| 1 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for forming embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 2 | Providing andlaying with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete for formation as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 |
| 3 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway in accordance with the specification and the lines, grades and cross section shown in the drawings or as directed by the Engineer for box cutting as per MORT&H Vth 111, 112, 202, 301, 302, 303, 305, 900 |
| 4 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth 111, 112, 401, 900 |
| 5 | Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and layingin uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as perMORT&H Vth Revision 111, 112, 406, 900 |
| 6 | Providing and laying of Prime coat usingEmulsion bitumen (SS1 Type) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 |
| 7 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 |
| 8 | Providing and laying of tack coat using Emulsion bitumen (RS1 Type) at the rate of 3.00 Kg./ 10 Sqm. over the Cement Concrete surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 |
| 9 | Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as perMORT& H Vth Revision 111, 112, 501, 504,900 |
| 10 | Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900 |
| 11 | Providing laying with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete for low berms as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 |
| 12 | RECONSTRUCTION OF BRIDGE at Km. 1/4 |
| 13 | Earthworkexcavation in all classes of soils excepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalchargesandsheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304. |
| 14 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalchargesandsheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecificationfor FOUNDATION OF ABUTMENTS & PIERS as per MORT&H Vth Revision 304. |
| 15 | Providing and driving in position permanent MS liners including and conveyance to the site and fabricating, welding, all labour and consumables, hire charges and liner to be left permanently with the pile shaft as per requirement and as per specification with all leads and lift using 6mm M.S. Sheet etc., Complete as per MORT&H Vth Revision 1000, 1100, 1107.3. |
| 16 | Providing Reinforced Cement Concrete cast-in-situ bored piles of 1000 mm diameter in RCC using M35 (Design mix) using 20mm ISS HBG Metal with minimum cement content of 400 Kg/cum maximum water cement ration of 0.4 and slump of 150-200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing in position before concreting seting upofpilingequipment,shiftingthesamefromonelocationtoanotherpilelocation,dismantlingand including all labour for boring through all soils , leading the excavated earth to a distance 200m including forming of working platform, mixing concrete, filling in position by tremie pipe, cutting of pile head to cutt off level for casting pile cap including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds andall other incidental charges etc., complete for PILES UNDER ABUTMENTS, WINGS & PIERS as per MORT&H Vth Revision1000, 1100, 1600, 1107 & 1700 |
| 17 | Cement concrete M10 Grade (Nominal Mix 1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS, WINGS AND PIERS PIERas per MORT&H 1000, 1500, 1700. |
| 18 | Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBGgradedmetal20mmand12mm ISSsize including costandconveyanceofall materials to work site, butexcluding cost and conveyance and fabricationof steel but including cost and labour charges for form work and centeringlabourcharges forcompacting, curing, including allincidentalchargesetc.,completefor PILE CAPS UNDER ABUTMENTS AND PIERS as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2300, 1114 |
| 19 | Vibrated Reinforced Cement Concrete M35 (Design Mix) using HBGgradedmetal20mmand12mm ISSsize including costandconveyanceofall materials to work site, butexcluding cost and conveyance and fabricationof steel but including cost and labour charges for form work and centeringlabourcharges forcompacting, curing, including allincidentalchargesetc.,completefor ABUTMENT & WING SUBSTRUCTURE as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2300 |
| 20 | VibratedReinforcedCementConcreteM35 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor BED BLOCK cum DIRT WALL & PEDASTALSOVER ABUTMENTSas per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300 |
| 21 | VibratedReinforcedCementConcreteM35 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor PIERSas per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2300 |
| 22 | VibratedReinforcedCementConcreteM35 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor CAPPING BEAM & PEDASTALS OVER PIERSas per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2704 |
| 23 | Supplying and fixing Elastomeric bearing of size 500x300x80mm including cost and conveyance charges etc., to work site labour for fixing of bearing in position andallother incidental charges complete as per MORT&H Vth Revision 2005 |
| 24 | VibratedReinforcedCementConcreteM35 (Design Mix) using HBGgradedmetal20mmand12mmISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor T-BEAMS & CROSS BEAMS as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2200, 2300 |
| 25 | VibratedReinforcedCementConcreteM35 (Design Mix) using HBGgradedmetal20mmand12mmISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor DECK SLAB KERB & FOOTPATH as per MORT&H Vth Revision 1000, 1500, 1600, 1700 |
| 26 | Vibrated Reinforced Cement Concrete M-40 (Design mix)using 20mm and 12mm ISSsize HBG graded metalincludingcostandconveyanceofallmaterialstosite butexcludingcostandconveyanceandfabricationofsteel includingcostandlabourchargesforformwork,labourchargesfor laying,compacting,curing,including allincidentalchargesetc.,completefor CRASH BARRIER ON INNER EDGE OF FOOTPATH. as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2700, 2703 |
| 27 | PROVIDING AND FIXING OF GALVINISED IRON DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using12mmX25mmflatsforgrattingarrangementsand100mmdiadrainagespoutsprojectingatleast300mmbeyondthebottomofthedeckslabincludingcostandconveyanceofallmaterialstositeandfixingtheminpositionasdirectedbythedepartmentalofficersetc.,complete for as per MORT&H Vth Revision 2705 |
| 28 | Vibratedcementconcrete M15 Grade (Nominal mix 1:2:4) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., complete as per relevant specification for PARAPET OVER WINGS as per MORT&H Vth Revision 1000, 1500, 1700,1600, 2300 |
| 29 | Supply and installation ofSTRIP SEAL EXPANSION joint system conforming in the 40mm wide expansion gap provided in between decks and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per MORT&H Vth Revision 2600. |
| 30 | Vibrated cement concrete M15 Grade (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB & FOOTPATH RAMP as per MORT&H Vth Revision 1000, 1500, 1700, 2100 |
| 31 | Vibrated Reinforced Cement Concrete M30 (Designmix) using HBGgradedmetal20mmand 12mmISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor APPROACH SLAB as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2704 |
| 32 | Vibrated Reinforced CementConcreteM30(Design mix) using HBGgraded of size metal25mm, 11.20mm & 6mm IRC sizeincludingcostandconveyanceofallmaterialsto work site,butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formwork cost of premoulded expansion joint and fixing the same in position andcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1000, 1500, 1600, 1700, 2702 |
| 33 | Providing and fixing 110mm dia PVC SEEPAGE PIPESofrequiredlengthforabutmentandreturns includingcostandconveyanceofallmaterialstoworksite,costandlabourforsemispericalbackfillarrangementswith100mmsizebrokengranitestonesattheperipheryandlabourchargesforfixingetc.,todrain of the backfill as per MORT&H Vth Revision 2700 |
| 34 | Providingfiltermediabehind the abutmentsandwingsusing 53mm - 5.60mm metal to 600 mmthickandwellpackedwithsmallersizetowardsthesoilandbiggersizetowardsthe wallincludingcostandconveyancetoworksiteincludingallotherincidentalchargesinaccordancewiththetechnicalspecificationandasdirectedbythedepartmentalofficersetc.,complete. as per MORT&H Vth Revision 2504 |
| 35 | Filling behind Abutments and returns with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORT&H Vth Revision 2907 |
| 36 | Supply and fixing of High quality of PVC Duct pipes of 150 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths. |
| 37 | Supplyandfabricationof SteelGrade Fe- 500 requiredforallRCCitemsofworksinvolvedinthescheduleincludingcostofsteel,costoffabrication, labour charges for cleaningthebarsstraightening,cutting,bending,tying grills, hoisting and placing the reinforcementin position as specifiedin the drawings including cost ofbinding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standardspecification upto 16mm dia &Above 16mm dia as per MORT&H Vth Revision 1000, 1600 |
| 38 | Supplyandfabricationof SteelGrade Fe- 240 requiredforallRCCitemsofworksinvolvedinthescheduleincludingcostofsteel,costoffabrication, labour charges for cleaningthebarsstraightening,cutting,bending,tying grills, hoisting and placing the reinforcementin position as specifiedin the drawings including cost ofbinding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standardspecification as per MORT&H Vth Revision 1000, 1600 |
| 39 | CONSTRUCTION OF SINGLE ROW RCC PIPE CULVERTat Km. 1/8, 2/4 & 2/10 |
| 40 | Dismantlingthe brick masonary in cement mortor removal and disposing of resulting materials and back filling the resulting trenches and pits etcas per MORTH Vth Revision 111, 112, 202 |
| 41 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalchargesandsheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecificationfor FOUNDATION OF BODY WALLas per MORT&H Vth Revision 304 |
| 42 | Vibrated Cement concrete M20 Grade Nominal mix(1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION OF BODY WALLas per MORTHVth1000, 1500, 1700, 2100. |
| 43 | Vibrated Cement concrete M20 Grade Nominal mix(1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BODY WALLas per MORTHVth1000, 1500, 1700, 2100. |
| 44 | Supplying fixing and hoisting of NP3 Class1000mm inner dia R.C.CPipes tosuitthe respectivediametre of pipesconfirmingtoISSpecifications458 to various diametreofpipesincludingcostofPipes inclusiveofall taxes,loading,unloadingconveyanceanddeliveryatroadsiteasdirectedbythe departmentalofficers,includingall otherincidentalchargesetc, complete for as per MORT&H Vth Revision2900 |
| 45 | Providing & laying First Class Bedding with gravelincluding excavation and conveyance to worksite, laying and filling in layers, tamping under optimum moisture content to get of all leads for water and all other incidental charges etc., complete.as per MORTH Vth Revision 304 |
| 46 | CONSTRUCTION OF SINGLE CELL RCC BOX CULVERT at Km. 1/10 |
| 47 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATIONOF CULVERT & BODY WALL as per MORTH Vth Revision 304. |
| 48 | Filling with M- sand (Crushed stone sand) to 150mm thick below the foundation concrete including cost and conveyance of material to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per MORTH V Revision 304 |
| 49 | VibratedcementconcreteM20 Grade (Nominal mix 1:1.5:3) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor FOUNDATION OF BODY WALLas per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 50 | Vibrated Reinforced Cement Concrete M25 (Design mix) using HBG graded metal 20mm and below ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERTas per MORTH Vth Revision 1000, 1500, 1700, 2100. |
| 51 | Supply and fabrication of steel gradeFe-500required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting and placing the reinforcement in positionas 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 specificationas per MORTH Vth Revision 1000, 1600. |
| 52 | VibratedcementconcreteM20 Grade (Nominal mix 1:1.5:3) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor SUBSTRUCTURE OF BOX CULVERT AND PARAPETas per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 53 | Filling behind the abutments and wing with clean gritty gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per MORTH Vth Revision 304 |
| 54 | Refilling the Excavated earth complying with the standard specification for filling in the foundation trench including labour charges etc complete as per MORTH V304 |
| 55 | CONSTRUCTION OF RETAINING WALL |
| 56 | Earthworkexcavation in all classes of soils excepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalchargesandsheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION as per MORT H VthRevision 304 |
| 57 | Vibrated cement concrete M20 Grade Nominal mix(1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOUNDATION as per MORTH V1000, 1500, 1700, 2100. |
| 58 | Vibrated cement concrete M20 Grade Nominal mix(1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification forRETAINING WALL (Below sill level) as per MORTH V1000, 1500, 1700, 2100. |
| 59 | Vibrated cement concrete M20 Grade Nominal mix(1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering,labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification forRETAINING WALL (Above sill level) as per MORTH V1000, 1500, 1700, 2100. |
| 60 | Providing and fixing 110mm dia PVC SEEPAGE PIPESofrequiredlengthforabutmentandreturns includingcostandconveyanceofallmaterialstoworksite,costandlabourforsemispericalbackfillarrangementswith100mmsizebrokengranitestonesattheperipheryandlabourchargesforfixingetc.,todrain of the backfill as per MORTH V2700 |
| 61 | Refilling the Excavated earth complying with the standard specification for filling in the foundation trench including labour charges etc complete as per MORTH V304 |
| 62 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 63 | Sub Total Amount for above all items (excluding GST) |
| 64 | GST 12% for above SubTotal Amount |
| 65 | Total in Figures (SubTotal + GST) |
