Construction And 06 Year Routine Maintenance Work (Output And Performance Based) For Rural Road/Bridge Under Mukhya Mantri Gram Sampark Yojana (Awsesh) Of Works Division, Harnaut-Bihar

TDR : 53315187

Tender Notice
BOQ

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Harnaut , Bihar

Tender Brief : Construction And 06 Year Routine Maintenance Work (Output And Performance Based) For Rural Road/Bridge Under Mukhya Mantri Gram Sampark Yojana (Awsesh) Of Works Division

Document Fees
₹ 10000 /-

EMD
₹ 818200.0 /-

Tender Value
₹ 4.09 Crore /-

Submission Date
15-01-2026

Competition Type
Indian

Bidding Type
Tender

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1	NAME OF ROAD - PMGSY JAITIPUR HATTAKKA RWD TO JURI DIHWorking benchmark Pillars - Setting Out PillarsProviding & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as perdrawings given and direction of E/I
2	Reference pillars - Setting Out PillarsProviding & Fixing of WorkingbenchmarkPillars2nos.perkm &6Nos.of reference pillars required for 1 Km. as per drawings givenand direction of E/I
3	ClearingandGrubbingRoadLand(Bymanualmeans) including uprooting wild vegetation, grass, bushes, shrubs, saplingsandtreesof girthupto300mm,removalsof stumpsofsuchtreescutearlier&disposalof unserviceablematerials&stackingofserviceable materialsto be usedorauctionedupto a lead of1000 m includingremovalanddisposaloftoporganicsoilnot exeeding 150mm in thickness as per technicalspecification clause 201.1 and direction of E/I
4	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 100 m as per TechnicalSpecification Clause 301.5
5	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportingtosite,spreading,gradingtorequiredslope and compacting to meet requirement of Tables 300.1 and300.2 with a lead upto 1000 m as per TechnicalSpecification Clause 301.5
6	Construction of subgrade and earthen shoulders with approvedmaterialobtainedfromborrowpitswithalllifts and leads, transporting to site, spreading, grading to requiredslopeandcompactedtomeetrequirementof Table300.2withleadupto1000masperTechnicalSpecification.
7	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on preparedsurface,mixingbymixinplacemethodwith rotavator atOMC,andcompactingwithsmooth wheel rollertoachievethe desireddensity,completeasperTechnical Specification Clause 401. GRADING - II
8	WBMGRADING-II-Providing,laying,spreadingand compactingstoneaggregatesofspecificsizestowater bound macadam specification including spreading in uniformthickness, hand packing, rolling with threewheel 80-100kNstaticrollerinstagestopropergradeand camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compactingtothe requireddensityGrading2 asperTechnical Specification Clause 405.
9	Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMCinmechanicalmixer(PugMill),carriageofmixed materialby tipperto site, laying in uniform layersin sub- base/base course on a well prepared sub-base and compactingwithsmooth wheelrollerof80to100kN weighttoachievethedesireddensityincludinglighting,barricading and maintenance of diversion, etc as per
10	Providing and applying primer coat with Bitumen emulsion (SS-1) onpreparedsurfaceofgranularbaseincluding cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
11	MIXSEALSURFACING-Providing,layingandrollingof close-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2mmto0.9mm(Type-B) aggregatesusingpenetrationgradebitumentorequired line,gradeandleveltoserveaswearingcourseona previouslypreparedbase,includingmixinginasuitable plant, laying and rollingwith athreewheel 8-10kN static rollerandfinishingtorequiredlevelandgradesasper Technical Specification Clause 509.
12	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as pertechnical specification aclouse 503.
13	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixingplantasperapprovedmixdesign,transportedto site,laidwithafixedformorslipformpaver,spread, compactedandfinishedinacontinuousoperation including provision of contraction, expansion, construction andlongitudinaljoints,jointfiller,separationmembrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod,admixturesasapproved,curingcompound,finishingto lines and grades as per drawing
14	Hard Shouldering- Laying brick soling layer on prepared sub-gradewithbrickonendedgingaccordingtolines, gradedandcross-sectionshownonthedrawingfilling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80-100 kN as per TechnicalSpecification Clause 412
15	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
16	200MStone-ReinforcedcementconcreteM15grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
17	Paintingtwocoatsincludingprimercoatafterfillingthe surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
18	CableDuctAcrosstheRoad-Providingandlayingofa reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,beddedona0.3mthicklayerofgranular material free of rock pieces, outer to outer distance of pipe atleasthalfdiaofpipesubjecttominimum450mmin case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -
19	600 mm equilateral & triangle - Providing and fixing of retro reflectorisedcautionary,mandatoryandinformatorysign asperIRC:67madeofencapsulatedlenstypereflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by meansofproperlydesignedfoundationwithM15grade cement concrete450 mmx 450mm x 600 mm, 600 mm below ground level as perdrawings and TechnicalSpecification Clause 801
20	600 mm circular - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level asperdrawings and Technical Specification Clause 801
21	600mmx450mmrectangular-Providingandfixingof retro-reflectorisedcautionary,mandatoryandinformatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminiumsheeting,1.5mmthicksupportedonamild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
22	Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an evenshadeasperdrawingsandTechnicalSpecificationClause 1701
23	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayedfarmyard/sludgemanure,plantingthesaplings, backfillingthetrench,watering,fixingthetreeguardandmaintaining the plants for one year
24	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobe level, uniformand freefrom streaks and holes. (BT)
25	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobe level, uniformand freefrom streaks and holes. (PCC)
26	ProvidingandfixingoftypicalMMGSYinformatorysign boardwithLogoandMaintenanceBoardasperMORD specificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mmof12SWGsheettubespostsdulyembeddedin cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamondplatewillbeweldedtomiddleplateby47mmx 47mm of 12 SWG steel plate tube.All M.S. will be stove enameledonbothsides. Letteringandprintingarrows, borderetc.willbepaintedwithreadymixedsynthetic enamelpaintofsuperiorqualityinrequiredshadeand colour.All sections of framed posts and steel tube will bepaintedwithprimerandtwocoatsofepoxypaintasper
27	Brick masonrywork in cement mortar 1:3 in parapetexcluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
28	Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
29	Paintingtwocoatsincludingprimercoatafterfillingthe surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
30	Earth work in excavation for foundation of structures upto3.0mdepthasperdrawingandtechnicalspecification clause 1104
31	SandFillinginFoundationTrenchesasperdrawingand technical specification Clause 1108 - rate as per item No.11.2 (I) of Chapter 11
32	Brick Flat Soling in foundation:-- Brick Flat Soling infoundationTrenches asper drawingand technical specification Clause 1108
33	Providing PCCGradeM15forplain/reinforcedconcrete in open foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203
34	Providingandlaying1000mmDia RCCpipeNP-3for culverts on first class bedding of PCC M10 (1:3:6) in single rowincludingfixingcollarwithcementmortar1:2but excludingexcavation, protectionworks,backfillingconcrete and masonary works in head
35	Dismantlingofexistingstructureslikeculverts,bridges, retaining walls and other structure comprising of masonry, cementconcrete,woodwork,steelwork,includingT&P and scaffolding wherever necessary, sorting the dismantledmaterial,disposalofunserviceablematerial and stacking the serviceable material with all lifts and lead of1000masperTechnicalSpecificationClause202.Cement Concrete
36	Dismantlingofexistingstructureslikeculverts,bridges, retainingwallsandotherstructurescomprisingofbrick masonry, including disposal of unserviceable material and stackingtheserviceablematerialwithallliftandleadof 1000 m as per Technical Specification Clause 202.Cement mortar
37	Removing all types of Hume pipes and stackingincluding Earthworkand Dismantlingof MasonryWorks asper Technical Specification Clause 202. Above 600 mm to 900mm dia Hume pipe
38	ADD LABOUR CESS @ 1% (b)
39	SEIGNIORAGE FEE (c)
40	ADD GST @ 18% on (a+b+c)
41	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
42	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent ofmix and filler, transportingthehot mix to worksite,layingwithahydrostaticpaverfinisherwith sensor control to the required grade, level and alignment, rollingwithsmoothwheeled,vibratory andtandemrollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
43	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gmsper sqmarea, thicknessof 2.5 mm is exclusiveofsurfaceappliedglassbeadsasperIRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes.
44	ADD LABOUR CESS @ 1% (b)
45	SEIGNIORAGE FEE (c)
46	ADD GST @ 18% on (a+b+c)
47	1st Year Operation & Management Cost
48	2nd Year Operation & Management Cost
49	3rd Year Operation & Management Cost
50	4th Year Operation & Management Cost
51	5th Year Operation & Management Cost
52	6th Year Operation & Management Cost
53	ADD LABOUR CESS @ 1% (b)
54	SEIGNIORAGE FEE (c)
55	ADD GST @ 18% on (a+b+c)
56	NAME OF ROAD - DIRIPAR NATHU BIGHA RWD ROAD TO RUPASHPUR VIA ATBALBIGHA PASCHIMI TOLAWorking benchmark Pillars - Setting Out Pillars Providing&FixingofWorkingbenchmarkPillars2 nos. per km& 6 Nos. of reference pillars required for1 Km. as per drawings given and direction of E/I
57	Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I
58	Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
59	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
60	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification.
61	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
62	WBM GRADING - II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwiththree wheel 80-100 kN static roller in stages to proper grade andcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
63	WetMixMacadam-Providing,laying,spreadingand compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingthe material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniformlayersinsub-base/basecourseonawell prepared sub-base and compacting with smooth wheelrollerof80to100kNweighttoachievethedesired density including lighting, barricading and
64	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
65	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
66	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
67	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
68	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
69	Cable Duct Across the Road - Providing and laying of areinforcedcementconcretepipeduct,300mmdia, acrosstheroad(newconstruction),extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills,constructinghead wallsat both ends,providinga minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry ofwateranddirt,allasperIRC:98-1997andapproved drawings.
70	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecificationClause 801
71	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
72	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
73	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
74	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
75	ProvidingandfixingoftypicalMMGSYinformatory signboardwithLogo andMaintenanceBoardasper MORD specifications and drawing. Three MS Plates of1.6mmthick,topandmiddleplatedulyweldedwith MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthe lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 gradeblocksof450mmx 450mmx600mm,600mm below groundlevel.Thetopmost diamondplate will beweldedtomiddleplateby47mmx47mmof12 SWG steel plate tube.All M.S. will be stove enameled onbothsides. Letteringandprintingarrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. Allsectionsofframedpostsandsteeltubewillbe paintedwithprimerandtwocoatsofepoxypaintasper drawing Clause 1701 and Annexure 1700.1
76	ADD LABOUR CESS @ 1% (b)
77	SEIGNIORAGE FEE (c)
78	ADD GST @ 18% on (a+b+c)
79	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503.
80	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 508 complete in all respects.
81	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
82	ADD LABOUR CESS @ 1% (b)
83	SEIGNIORAGE FEE (c)
84	ADD GST @ 18% on (a+b+c)
85	1st Year Operation & Management Cost
86	2nd Year Operation & Management Cost
87	3rd Year Operation & Management Cost
88	4th Year Operation & Management Cost
89	5th Year Operation & Management Cost
90	6th Year Operation & Management Cost
91	ADD LABOUR CESS @ 1% (b)
92	SEIGNIORAGE FEE (c)
93	ADD GST @ 18% on (a+b+c)
94	NAME OF ROAD - MILKI NARAYANPUR RWD ROAD TO BELDARIYAWorking benchmark Pillars - Setting Out Pillars Providing&FixingofWorkingbenchmarkPillars2 nos. per km& 6 Nos. of reference pillars required for1 Km. as per drawings given and direction of E/I
95	Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I
96	Clearing and Grubbing Road Land (By manual means) includinguprootingwildvegetation,grass,bushes, shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceablematerialsto be usedorauctionedupto a lead of 1000 m including removal and disposal of top organicsoil not exeeding150mmin thicknessas per technicalspecificationclause201.1anddirectionof
97	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
98	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
99	Constructionofsubgradeandearthenshoulderswith approvedmaterialobtainedfromborrowpitswithall lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification.
100	Constructionofgranularsub-basebyprovidingwell graded material, spreading in uniform layers with motorgraderonpreparedsurface,mixingbymixin place method with rotavatorat OMC, and compacting withsmooth wheel rollertoachievethe desired density, complete as per Technical SpecificationClause 401. GRADING - II
101	WBM GRADING - II - Providing, laying, spreading and compacting stone aggregates of specific sizes to water boundmacadamspecificationincludingspreadingin uniformthickness,handpacking,rollingwiththree wheel 80-100 kN static roller in stages to proper grade andcamber,applyingandbrooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
102	WetMixMacadam-Providing,laying,spreadingand compacting graded stone aggregate to wet mix macadamspecificationincludingpremixingthe material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying inuniformlayersinsub-base/basecourseonawell prepared sub-base and compacting with smooth wheelrollerof80to100kNweighttoachievethedesired density including lighting, barricading and
103	Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer attherateof0.70-1.0kg/sqmusingmechanical means as per Technical Specification Clause 502.
104	MIX SEAL SURFACING - Providing, laying and rolling ofclose-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2 mmto 0.9 mm (Type-B) aggregatesusingpenetrationgradebitumento requiredline,gradeandleveltoserveaswearing course on a previously prepared base, including mixinginasuitableplant,layingandrollingwitha three wheel 8-10 kN static roller and finishingto requiredlevelandgradesasperTechnical
105	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
106	Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse andfineaggregateconformingtoIS383,maximum size of coarse aggregate not exceeding 25 mm, mixed inabatchingandmixingplantasperapprovedmix design, transported to site, laid with a fixed form or slip form paver,spread,compacted and finished in a continuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinal joints, joint filler, separationmembrane, sealant primer,jointsealant,debondingstrip,dowelbar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
107	Hard Shouldering- Laying brick soling layer on preparedsub-gradewithbrickonendedging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with threewheel road roller 80- 100 kN as per Technical Specification Clause 412
108	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
109	200 M Stone- Reinforced cement concrete M15 grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
110	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
111	Cable Duct Across the Road - Providing and laying of areinforcedcementconcretepipeduct,300mmdia, acrosstheroad(newconstruction),extendingfrom drain to drain in cuts and toe of slope to toe of slope in fills,constructinghead wallsat both ends,providinga minimum fill ofgranular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry ofwateranddirt,allasperIRC:98-1997andapproved drawings.
112	600 mm equilateral & triangle - Providing and fixing of retro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecificationClause 801
113	600 mm circular - Providing and fixing of retro- reflectorisedcautionary,mandatoryandinformatory signasperIRC:67madeofencapsulatedlenstype reflectivesheetingvideClause1701.2.3fixedover aluminium sheeting, 1.5 mm thick supported on a mild steelangleironpost75mmx 75 mmx 6mmfirmly fixedtothegroundbymeansofproperlydesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
114	600 mm x 450 mm rectangular- Providingand fixing ofretro-reflectorisedcautionary,mandatoryand informatory sign as per IRC:67 made of encapsulated lenstypereflectivesheetingvideClause1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground levelasper drawingsandTechnicalSpecification
115	Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701
116	Plantingoftreesbytheroadside(Avenuetrees)in0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, plantingthesaplings,backfillingthetrench,watering, fixing the tree guard and maintaining the plants for one year
117	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (BT)
118	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads@ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobelevel,uniformandfree from streaks and holes. (PCC)
119	ProvidingandfixingoftypicalMMGSYinformatory signboardwithLogo andMaintenanceBoardasper MORD specifications and drawing. Three MS Plates of1.6mmthick,topandmiddleplatedulyweldedwith MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.Theangleironframeofthe lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 gradeblocksof450mmx 450mmx600mm,600mm below groundlevel.Thetopmost diamondplate will beweldedtomiddleplateby47mmx47mmof12 SWG steel plate tube.All M.S. will be stove enameled onbothsides. Letteringandprintingarrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. Allsectionsofframedpostsandsteeltubewillbe paintedwithprimerandtwocoatsofepoxypaintasper drawing Clause 1701 and Annexure 1700.1
120	Brickmasonryworkincementmortar1:3inparapetexcludingpointingand plasteringasperdrawingand technical specifications Clauses 600, 900 and 1208.4
121	Plasteringwith cement mortar(1:4 )on brickworkinsub-structure as per Technical Specifications
122	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701
123	Earthworkinexcavationforfoundationofstructures upto 3.0 m depth as per drawing and technicalspecification clause 1104
124	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
125	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,return wallwith100mmdiaACpipeextendingthroughthe fullwidthofthestructureswithslopeof1(V):20(H) towardsdrawingfacecompleteasperdrawingand technical specification Clauses 614, 709, 1204.3.7
126	ADD LABOUR CESS @ 1% (b)
127	SEIGNIORAGE FEE (c)
128	ADD GST @ 18% on (a+b+c)
129	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503.
130	Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an averageoutputof75tonnesperhourusingcrushed aggregatesofspecifiedgrading,premixedwith bituminous binder @ 4.5 to 5 per cent of mix and filler, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTHspecification clause No. 508 complete in all respects.
131	Providing and laying of hot applied thermoplastic compound2.5 mmthickincludingreflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasper IRC:35 .The finished surface to be level, uniform andfree from streaks and holes.
132	ADD LABOUR CESS @ 1% (b)
133	SEIGNIORAGE FEE (c)
134	ADD GST @ 18% on (a+b+c)
135	1st Year Operation & Management Cost
136	2nd Year Operation & Management Cost
137	3rd Year Operation & Management Cost
138	4th Year Operation & Management Cost
139	5th Year Operation & Management Cost
140	6th Year Operation & Management Cost
141	ADD LABOUR CESS @ 1% (b)
142	SEIGNIORAGE FEE (c)
143	ADD GST @ 18% on (a+b+c)
144	NAME OF ROAD - DIRIPAR NATHUBIGHA RWD ROAD TO RUPASHPURWorking benchmark Pillars - Setting Out PillarsProviding & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawings givenand direction of E/I
145	Reference pillars - Setting Out PillarsProviding & Fixing of WorkingbenchmarkPillars2nos.perkm &6Nos.of referencepillarsrequiredfor1Km.asperdrawingsgivenand direction of E/I
146	Clearing and Grubbing Road Land(Bymanualmeans) includinguprootingwildvegetation,grass,bushes,shrubs, saplings and trees ofgirth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking ofserviceable materialsto be used or auctioneduptoaleadof1000mincludingremovaland disposal of top organic soil not exeeding 150mm in thickness aspertechnicalspecificationclause201.1 anddirectionofE/I
147	Constructionofembankmentwithapprovedmaterial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 100 m as per Technical Specification Clause 301.5
148	Constructionofembankmentwithapprovedmaterial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
149	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transportingtosite,spreading,gradingtorequired slopeandcompactedtomeetrequirementofTable300.2with lead upto 1000 m as per Technical Specification.
150	Construction of granular sub-baseby providingwell graded material,spreadinginuniformlayerswithmotorgraderon prepared surface, mixing by mix in place method with rotavator atOMC,andcompactingwithsmooth wheel roller to achieve thedesired density, complete as perTechnical Specification Clause 401. GRADING - II
151	WBMGRADING-II-Providing,laying,spreadingand compactingstoneaggregatesofspecificsizestowater bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying andbrooming,crushablescreeningtofill-uptheinterstices of coarse aggregate, watering and compacting to the requireddensityGrading2asperTechnicalSpecificationClause 405.
152	Wet Mix Macadam- Providing, laying, spreading and compactinggradedstoneaggregatetowetmixmacadam specificationincludingpremixingthe materialwithwaterat OMCinmechanicalmixer(PugMill),carriageofmixed materialbytippertosite,laying inuniformlayersinsub- base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricadingand maintenance of diversion, etc as per Tables 400.11 &
153	ProvidingandapplyingprimercoatwithBitumenemulsion (SS-1)on prepared surface of granular base including cleaningofroadsurfaceand sprayingprimerat therate of 0.70- 1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502.
154	MIXSEALSURFACING-Providing,layingandrollingof close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetrationgradebitumento requiredline, gradeand level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a threewheel8-10kNstaticrollerandfinishingtorequiredlevel and grades as per Technical Specification Clause 509.
155	Providingandapplyingtackcoatwithbitumenemulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kgpersqmonthepreparedgranularsurfacetretaedwith Primerandclenedwithhydrilocbroomaspertechnicalspecification aclouse 503.
156	Constructionofun-reinforced,doweljointed,plaincement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conformingtoIS383,maximumsizeofcoarseaggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finishedinacontinuousoperationincludingprovisionof contraction,expansion,constructionandlongitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debondingstrip,dowelbar,tierod,admixturesas approved, curing compound, finishing to lines and grades asper drawing
157	HardShouldering -Layingbricksolinglayeronprepared sub-gradewithbrickonendedgingaccordingtolines, graded and cross-section shown on the drawing filling joints withsandandearth,spreading25mmthicklayerofearth overbricksoling,wateringandrolliingthesamewiththree wheelroadroller80-100kNasperTechnicalSpecificationClause 412
158	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position includingpaintingandprinting,etcasperdrawingandtechnical specification clause 1703.
159	200 M Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawingand technical specification clause 1703.
160	Paintingtwocoatsincludingprimercoatafterfillingthe surfacewithsyntheticenamelpaintinallshadesonnew, plastered / concrete surfaces as per drawing and TechnicalSpecification Clause 1701 (For culverts)
161	CableDuctAcrosstheRoad-Providingandlayingofa reinforcedcementconcretepipeduct,300mmdia,across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls atboth ends,providing aminimum fillofgranular materialovertopandsidesofRCCpipeasper IRC:981997,bedded on a 0.3m thick layer ofgranular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of doubleandtriplerowducts,jointstobemadeleakproof, invert level of duct to be above higherthan groundlevel to prevent entry of water and dirt, all as per IRC: 98 - 1997 andapproved drawings.
162	600 mm equilateral & triangle - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvideClause1701.2.3fixedoveraluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by meansofproperlydesignedfoundationwithM15grade cementconcrete450mmx450mmx600mm,600mm below ground level as perdrawings and TechnicalSpecification Clause 801
163	600 mm circular- Providingand fixingof retro-reflectorised cautionary,mandatoryandinformatorysignasperIRC:67 madeofencapsulatedlenstypereflectivesheetingvide Clause1701.2.3fixedoveraluminiumsheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designedfoundationwithM15gradecementconcrete450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801
164	600 mm x 450 mm rectangular - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheetingvideClause1701.2.3fixedoveraluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by meansofproperlydesignedfoundationwithM15grade cementconcrete450mmx450mmx600mm,600mm below ground level as perdrawings and Technical Specification Clause 801
165	Printingnewletterandfiguresofanyshadewithsynthetic enamel paint black or any other approved colour to give an evenshadeasperdrawingsandTechnicalSpecificationClause 1701
166	Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayedfarmyard/sludgemanure,plantingthesaplings, backfillingthetrench,watering,fixingthetreeguardandmaintaining the plants for one year
167	Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads@ 250 gms persqmarea,thicknessof2.5mmisexclusiveofsurface appliedglassbeadsasperIRC:35.Thefinishedsurfaceto be level, uniform and free from streaks and holes. (BT)
168	Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads@ 250 gms persqmarea,thicknessof2.5mmisexclusiveofsurface appliedglassbeadsasperIRC:35.Thefinishedsurfaceto be level, uniform and free from streaks and holes. (PCC)
169	ProvidingandfixingoftypicalMMGSYinformatorysign boardwithLogoandMaintenanceBoardasperMORD specificationsanddrawing.ThreeMSPlatesof1.6mm thick,topandmiddleplatedulyweldedwithMSflatiron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. Theangleironframeofthelowermostplateandflatiron frameofmiddleplatewillbeweldedto2nos.75mmx 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will beweldedtomiddleplateby47mmx47mmof12SWG steelplatetube. AllM.S.willbestoveenameledonboth sides. Letteringandprintingarrows,borderetc.willbe painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed postsandsteeltubewillbepaintedwithprimerandtwo
170	Earth work in excavation for foundation of structures upto 3.0 mdepthasperdrawingandtechnicalspecificationclause1104
171	SandFillinginFoundationTrenchesasperdrawingand technicalspecificationClause1108-rateasperitemNo.11.2 (I) of Chapter 11
172	Brick Flat Soling in foundation:-- Brick Flat Soling in foundationTrenchesasperdrawingandtechnicalspecification Clause 1108
173	ProvidingPCC Grade M15 for plain/reinforced concrete inopenfoundationscompleteasperdrawingsandtechnical specifications Clause 802, 803, 1202 & 1203
174	Providingandlaying1000mmDia RCCpipeNP-3for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excludingexcavation, protectionworks,backfillingconcreteand masonary works in head
175	ProvidingPCC Grade M15 for plain/reinforced concrete in Sub Structure complete as per drawings and technicalspecifications
176	Plain/Reinforced cement concrete(M-20) in substructurecomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
177	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawingandtechnicalspecificationsClauses800,1205.4,1205.5
178	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,returnwall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses614, 709, 1204.3.7
179	Supplying,fittingandplacingHYSDbarreinforcementin super-structure complete as per drawing and technicalspecifications
180	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
181	Drainagespoutscompleteasperdrawingandtechnicalspecifications Clause 1209.
182	ADD LABOUR CESS @ 1% (b)
183	SEIGNIORAGE FEE (c)
184	ADD GST @ 18% on (a+b+c)
185	Providingandapplyingtackcoatwithbitumenemulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kgpersqmonthepreparedgranularsurfacetretaedwith Primerandclenedwithhydrilocbroomaspertechnicalspecification aclouse 503.
186	Providingandlayingsemidensebituminousconcretewith 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying withahydrostaticpaverfinisherwithsensorcontroltothe requiredgrade,levelandalignment,rollingwithsmooth wheeled, vibratory and tandem rollers to achieve the desired compactionasperMoRTHspecificationclauseNo.508
187	Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 gms persqmarea,thicknessof2.5mmisexclusiveofsurface applied glass beads as per IRC:35 .The finished surface tobe level, uniform and free from streaks and holes.
188	ADD LABOUR CESS @ 1% (b)
189	SEIGNIORAGE FEE (c)
190	ADD GST @ 18% on (a+b+c)
191	1st Year Operation & Management Cost
192	2nd Year Operation & Management Cost
193	3rd Year Operation & Management Cost
194	4th Year Operation & Management Cost
195	5th Year Operation & Management Cost
196	6th Year Operation & Management Cost
197	ADD LABOUR CESS @ 1% (b)
198	SEIGNIORAGE FEE (c)
199	ADD GST @ 18% on (a+b+c)

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Construction And 06 Year Routine Maintenance Work (Output And Performance Based) For Rural Road/Bridge Under Mukhya Mantri Gram Sampark Yojana (Awsesh) Of Works Division, Harnaut-Bihar

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Construction And 06 Year Routine Maintenance Work (Output And Performance Based) For Rural Road/Bridge Under Mukhya Mantri Gram Sampark Yojana (Awsesh) Of Works Division, Harnaut-Bihar

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