Tender For Upgradation Of Panchayat Union Roads / Panchayat Roads In Usilampatti (H) Nabard And Rural Roads Sub Division (Try-57)
Tender Value
5.87 Crore
Estimated cost
Bid Submission
23 Jan 2023
0 days left
EMD
3.04 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
usilampatti → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Upgradation Of Panchayat Union Roads / Panchayat Roads In Usilampatti (H) Nabard And Rural Roads Sub Division (Try-57)
BOQ
| Sl. No. | Item Description |
| 1 | Clearing the light jungle on Road side as per standard specification as directed by the departmental officers and including all other incidental charges etc., complete.as per MORT & H 111, 112, 201 |
| 2 | Road-A |
| 3 | Road-B |
| 4 | Road-C |
| 5 | Road-D |
| 6 | Road-E |
| 7 | Picking the existing BT surface, leveling and sectioning in accordance with specifications and as directed by the Engineer. as per MORT & H 111, 112, 202, 303.4.3, 501 |
| 8 | Road-A |
| 9 | Road-B |
| 10 | Road-C |
| 11 | Road-D |
| 12 | Road-E |
| 13 | 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 |
| 14 | Road-A |
| 15 | Road-B |
| 16 | Road-C |
| 17 | Road-D |
| 18 | Road-E |
| 19 | Providing and laying of Prime coat usingEmulsion bitumen (SS1 ) 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 |
| 20 | Road-A |
| 21 | Road-B |
| 22 | Road-C |
| 23 | Road-D |
| 24 | Road-E |
| 25 | Providing and laying of tack coat using Emulsion bitumen (RS1 ) 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 |
| 26 | Road-A |
| 27 | Road-B |
| 28 | Road-C |
| 29 | Road-D |
| 30 | Road-E |
| 31 | 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 (VG 30) 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 perMORTHVth Revision 111, 112, 501, 504,900 |
| 32 | Road-A |
| 33 | Road-B |
| 34 | Road-C |
| 35 | Road-D |
| 36 | Road-E |
| 37 | 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 |
| 38 | Road-A |
| 39 | Road-B |
| 40 | Road-C |
| 41 | Road-D |
| 42 | Road-E |
| 43 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for making up low berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 44 | Road-A |
| 45 | Road-B |
| 46 | Road-C |
| 47 | Road-D |
| 48 | Road-E |
| 49 | Providing R.C.C M15 grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804 |
| 50 | Road-A |
| 51 | Road-B |
| 52 | Road-C |
| 53 | Road-D |
| 54 | Road-E |
| 55 | Providing R.C.C M15 grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete as per MORT&H Vth Revision No.804 |
| 56 | Road-A |
| 57 | Road-B |
| 58 | Road-C |
| 59 | Road-D |
| 60 | FOR CROSS DRAINAGE WORKS- BOX CULVERT |
| 61 | Dismantlingthe existing RRmasonry salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,complete as per MORTH Vth Revision111,112,202 |
| 62 | Road-A |
| 63 | Road-E |
| 64 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbank as perSS 20 B with all leads and lifts and all other incidentalcharges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVELas per MORT&H Vth Revision 304. |
| 65 | Road-A |
| 66 | Road-E |
| 67 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION as per MORTH Vth Revision 304. |
| 68 | Road-A |
| 69 | Road-E |
| 70 | PlaincementconcreteM15 Grade (Nominal mix ) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 71 | Road-A |
| 72 | Road-E |
| 73 | Vibrated Reinforced Cement Concrete M25 (Design mix) using20mm and 12mm ISS HBG graded metalincludingcostandconveyanceofallmaterialsto 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 CULVERT BASE SLAB, SIDE WALLS AND TOP SLABas per MORTH Vth Revision 1000, 1500, 1700, 2100. |
| 74 | Road-A |
| 75 | Road-E |
| 76 | 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. |
| 77 | Road-A |
| 78 | Road-E |
| 79 | Vibrated CementConcreteM30(Design mix) with surface reinforcement using 20mm12mm and 6mm ISS HBG graded metalincludingcostandconveyanceofallmaterialsto work site, butincludingcostandlabourchargesfor 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 as per MORT&H Vth Revision1500, 1600, 1700, 2702.2 |
| 80 | Road-A |
| 81 | Road-E |
| 82 | VibratedcementconcreteM15 Grade (Nominal mix ) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor PARAPET as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 83 | Road-A |
| 84 | Road-E |
| 85 | Fillingthe trenchwith Carted earth 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 for Box culvert, Side wall as per MORTH V Revision 304 |
| 86 | Road-A |
| 87 | Road-E |
| 88 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor FOUNDATION OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 89 | Road-A |
| 90 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 91 | Road-A |
| 92 | Providing and fixing 100mm dia PVC SEEPAGE PIPESofrequiredlengthforabutmentandreturns includingcostandconveyanceofallmaterialstoworksite,costandlabourforsemispericalbackfillarrangementswith100mmsizebrokengranitestonesattheperipheryandlabourchargesforfixingetc.,todrain of the backfill as per MORT&H Vth Revision 2700 |
| 93 | Road-A |
| 94 | Collection and supply of carted earth includingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 95 | Road-A |
| 96 | Road-E |
| 97 | Providing cement concrete pavement with cement concrete 1:2:4 mix using 66.67% of 40mm and 33.33% of 20mm ISS size HBG metal respectively including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at departmental section stores and the cost of cement which will be recovered from the constractor at the rates and place noted in he special condition appended including handling charges for the same at both ends mixing laying compacting watering and curing concrete including all leads for good water including hire charges for T&P including cost of premould expansion joints and fixing the same in position and all other incidental charges such as cost of from work and labour therefore etc., complete for cement concrete pavement of 100mm thick for existing Causeway as per MORTH VRevision 1000, 1500, 1700, 2700. |
| 98 | Road-A |
| 99 | FOR RECONSTRUCTION OFMINOR BRIDGE |
| 100 | Dismantlingthe existing RRmasonry salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.,complete as per MORTH Vth Revision111,112,202 |
| 101 | Road-C |
| 102 | Road-D |
| 103 | Dismantlingthe existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202 |
| 104 | Road-C |
| 105 | Earthworkexcavationinall classes ofsoilsexcepthardrock not requiringblastinganddepositingonbank as perSS 20 B with all leads and lifts and all other incidentalcharges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVELas per MORT&H Vth Revision 304. |
| 106 | Road-C |
| 107 | Road-D |
| 108 | Earthworkexcavationinall classesofsoilsexcepthardrock notrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION OF ABUTMENTS, WING WALLS & PIERS as per MORTH Vth Revision 304. |
| 109 | Road-C |
| 110 | Road-D |
| 111 | Plain Cement Concrete M10 (Nominal mix) using HBGgradedmetal40mmandbelowISSsizeincludingcostandconveyanceofallmaterialsto work site, butincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor LEVELLINGCOURSEBELOWFOOTING UNDER ABUTMENTS, WING WALLS & PIERS |
| 112 | Road-C |
| 113 | Road-D |
| 114 | Vibrated cement concrete M20 Grade (Nominal mix) 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 FOOTING UNDER ABUTMENTS, WING WALLS & PIERS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 |
| 115 | Road-C |
| 116 | Road-D |
| 117 | Vibrated cement concrete M20 Grade (Nominal mix) 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 SUBSTRUCTURE OF ABUTMENTS WING WALLS & PIERS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 |
| 118 | Road-C |
| 119 | Vibrated cement concrete M20 Grade (Nominal mix) 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 SUBSTRUCTURE OF ABUTMENTS WING WALLS & PIERS (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100 |
| 120 | Road-C |
| 121 | Road-D |
| 122 | VibratedReinforcedCementConcreteM30 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor BED BLOCK cum DIRT WALLOVER ABUTMENTS & PIERSas per MORT&H Vth Revision1500, 1600, 1700, 2200 |
| 123 | Road-C |
| 124 | Road-D |
| 125 | Providing and fixing 100mm dia PVC SEEPAGE PIPESofrequiredlengthforabutmentandreturns includingcostandconveyanceofallmaterialstoworksite,costandlabourforsemispericalbackfillarrangementswith100mmsizebrokengranitestonesattheperipheryandlabourchargesforfixingetc.,todrain of the backfill as per MORTH V2706 |
| 126 | Road-C |
| 127 | Road-D |
| 128 | ProvidingandfixingKRAFT PAPERforfullwidthofseatingofdeckslabandincluding costandconveyancetoworksitelabourforfixing thesameincorrectpositionandallotherincidentalchargesetc.,complete.as per MORT&H 2600 |
| 129 | Road-C |
| 130 | Road-D |
| 131 | VibratedReinforcedCementConcreteM30 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor DECK SLAB, KERBS & SAFETY KERBS as per MORT&H Vth Revision1500, 1600, 1700, 2300 |
| 132 | Road-C |
| 133 | Road-D |
| 134 | Providingfiltermediabehind the abutmentsandwingsusing 53mm - 5.60mm metal to 600 mmthickandwellpackedwithsmallersizetowardsthesoilandbiggersizetowardsthe wallincludingcostandconveyancetoworksiteincludingallotherincidentalchargesinaccordancewiththetechnicalspecificationandasdirectedbythe departmentalofficersetc.,complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014 |
| 135 | Road-C |
| 136 | Road-D |
| 137 | Filling behind Abutments and Wings 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 FILLING BEHIND ABUTMENT AND WINGS as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 |
| 138 | Road-C |
| 139 | Road-D |
| 140 | PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS includingcostandconveyanceofexpansionjoints, Shalimarpadandjointsealantsandfixingtheminpositionetc., complete as per MORT&H Vth Revision 2600 |
| 141 | Road-C |
| 142 | Road-D |
| 143 | Vibrated cement concrete M15 Grade (Nominal mix) 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 & RAMP AND APPROACH RAMP as per MORT&H Vth Revision1500, 1700, 2704 |
| 144 | Road-C |
| 145 | Road-D |
| 146 | VibratedReinforcedCementConcreteM30 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor APPROACH SLABas per MORT&H Vth Revision1500, 1700, 2704 |
| 147 | Road-C |
| 148 | Road-D |
| 149 | Vibrated CementConcreteM30(Design mix) with surface reinforcement using 20mm12mm and 6mm ISS HBG graded metalincludingcostandconveyanceofallmaterialsto work site, butincludingcostandlabourchargesfor 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 as per MORT&H Vth Revision1500, 1600, 1700, 2702.2 |
| 150 | Road-C |
| 151 | Road-D |
| 152 | VibratedReinforcedCementConcreteM40 (Design Mix) using HBGgradedmetal20mmand 12mm ISSsizeincludingcostandconveyanceofallmaterialsto work site, butexcludingcostandconveyanceandfabricationofsteelbutincludingcostandlabourchargesfor formworkandcenteringlabourchargesforcompacting, curing,including allincidentalchargesetc.,completefor CRASH BARRIER OVER DECK SLAB1500, 1600, 1700,2703.3 |
| 153 | Road-C |
| 154 | Road-D |
| 155 | Vibrated cement concrete M15 Grade (Nominal mix) 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 PARAPET OVER WINGS as per MORT&H Vth Revision1500, 1700, 2704 |
| 156 | Road-C |
| 157 | Road-D |
| 158 | PROVIDING AND FIXING OF GI 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 as per MORT&H Vth Revision 2705 |
| 159 | Road-C |
| 160 | Road-D |
| 161 | Supply and fixing of High quality of PVC Duct pipes of 160 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. |
| 162 | Road-C |
| 163 | Road-D |
| 164 | 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 as per standardspecificationetc., complete as per MORT&H Vth Revision 1000, 1600 |
| 165 | Road-C |
| 166 | Road-D |
| 167 | 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 as per standardspecificationetc., complete as per MORT&H Vth Revision 1000, 1600 |
| 168 | Road-C |
| 169 | Road-D |
| 170 | Collection and supply of carted earthincludingexcavation,removalandsatisfactorydisposalofallmaterialsnecessaryfortheconstructionofroad wayinaccordancewiththespecificationsandthelines,gradesandcrosssectionshownin thedrawings orasdirectedbytheEngineer for Diversion road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 |
| 171 | Road-C |
| 172 | Road-D |
| 173 | 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 |
| 174 | Road-C |
| 175 | Road-D |
| 176 | CONSTRUCTION OF RETAINING WALL |
| 177 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION as per MORTH Vth Revision 304. |
| 178 | Road-D |
| 179 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor BASE SLAB ANDBODY WALL (Below Sill Level). as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 180 | Road-D |
| 181 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor BODY WALL (Above Sill Level). as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 182 | Road-D |
| 183 | VibratedcementconcreteM15 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor PARAPET as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 184 | Road-D |
| 185 | Providing and fixing 100mm dia PVC SEEPAGE PIPESofrequiredlengthforabutmentandreturns includingcostandconveyanceofallmaterialstoworksite,costandlabourforsemispericalbackfillarrangementswith100mmsizebrokengranitestonesattheperipheryandlabourchargesforfixingetc.,todrain of the backfill as per MORT&H Vth Revision 2700 |
| 186 | Road-D |
| 187 | TOE WALL |
| 188 | Earthworkexcavationinall classesofsoilsexcepthardrockrequiringblastinganddepositingonbankwithallleads andliftsas perSS 20 Bincludingcostofalllabourmaterials,toolsequipmentsandall incidentalcharges such as bailing out water, sheeting,shoringandbracingandtheirsubsequentremovalofalllogs,stumpsandotherdeleteriousmatter andobstructions,trimmingofbottom ofexcavationback filling,clearingupthe siteanddisposalofallsurplusmaterialsetc.,completeasperstandardspecification for FOUNDATION as per MORTH Vth Revision 304. |
| 189 | Road-D |
| 190 | VibratedcementconcreteM20 Grade (Nominal mix) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor BASE SLAB ANDBODY WALL (Below Sill Level). as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 191 | Road-D |
| 192 | VibratedcementconcreteM20 Grade (Nominal mix ) using40mmISSHBGmetalincludingcostandconveyanceofallmaterialsto site, includingcostandlabourchargesforformworkandcentering, labourcharges,compacting,curingandallincidentalchargesetc., completefor BODY WALL (Above Sill Level). as per MORTH Vth Revision1000, 1500, 1700, 2100. |
| 193 | Road-D |
| 194 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 195 | Sub Total Amount for above all items (excluding GST) |
| 196 | GST 18% for above SubTotal Amount |
| 197 | Total in Figures (SubTotal + GST) |
AI Tender Summary
Tender Timeline
Jan 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 23, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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