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., Hilsa-Bihar

TDR : 50321221

Tender Notice
BOQ

Expired

Hilsa , 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
₹ 1021600.0 /-

Tender Value
₹ 5.10 Crore /-

Submission Date
29-07-2025

Competition Type
Indian

Bidding Type
Tender

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1	NAME OF ROAD - LEHRADAK ROADMOMNIPUR UTARIPUVIWorkingbenchmarkPillars -Setting Out PillarsProviding & Fixing of Working benchmark Pillars 2 nos. per km& 6 Nos. of reference pillars required for 1 Km. as per drawingsgiven 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 stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioneduptoaleadof1000mincludingremovaland disposal of top organic soil not exeeding 150mm in thicknessaspertechnicalspecificationclause201.1anddirection of E/I
4	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting tosite,spreading,gradingtorequiredslopeand compacting to meet requirement of Tables 300.1 and 300.2 withaleadupto100masperTechnicalSpecificationClause 301.5
5	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting tosite,spreading,gradingtorequiredslopeand compacting to meet requirement of Tables 300.1 and 300.2 withaleadupto1000masperTechnicalSpecificationClause 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,handpacking,rollingwiththree wheel 80-100kNstaticrollerinstagestopropergradeand camber, applying and brooming, crushable screening to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per
9	Wet Mix Macadam- Providing, laying, spreading and compactinggradedstoneaggregateto wetmix macadam specification including premixing thematerial with water at 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 &
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 TechnicalSpecification Clause 502.
11	MIXSEALSURFACING-Providing,layingandrollingof close-graded premix surfacing material of 20 mm thickness composedof13.2mmto0.9mm(Type-B)aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling withathreewheel8-10kNstaticrollerandfinishingto requiredlevelandgradesasperTechnicalSpecificationClause 509.
12	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technicalspecification aclouse 503.
13	Constructionofun-reinforced,doweljointed,plaincement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregateconformingto IS 383,maximumsizeofcoarse aggregate not exceeding 25 mm, mixed in a batching and mixingplantasperapprovedmixdesign,transportedto site,laidwithafixedformorslipformpaver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer,jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound,finishingto
14	HardShouldering -Layingbricksolinglayeronprepared sub-gradewithbrickonendedgingaccordingtolines, 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 three wheel road roller 80-100 kN as per Technical SpecificationClause 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 surfacewithsyntheticenamelpaintinallshadesonnew, plastered / concrete surfaces as per drawing and TechnicalSpecification Clause 1701 (For culverts)
18	CableDuctAcrosstheRoad-Providingandlayingofa reinforcedcement concretepipeduct,300mmdia, across theroad(new construction), extendingfromdrainto 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 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 prevententryofwateranddirt,allasperIRC:98-1997
19	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 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 cementconcrete450mmx 450mmx600mm,600mm below ground level as perdrawings and Technical
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 reflectivesheetingvideClause1701.2.3fixedover 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 mmbelowgroundlevelasper drawingsandTechnical
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 exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaksand holes. (BT)
25	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaksand 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. Theangleiron frameof thelower 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 47mmof12 SWG steel platetube.AllM.S. willbe stove enameledonbothsides. Letteringandprintingarrows, borderetc.willbepaintedwithreadymixedsynthetic enamelpaintofsuperiorqualityinrequiredshadeand colour.All sections of framed posts and steel tube will be paintedwithprimerandtwocoatsofepoxypaintasper
27	Earthworkinexcavationforfoundationofstructuresupto3.0mdepthasperdrawingandtechnicalspecification clause 1104
28	SandFillinginFoundationTrenchesasperdrawingand technicalspecificationClause 1108- rate as peritem No.11.2 (I) of Chapter 11
29	Brick Flat Soling in foundation:-- Brick Flat Soling infoundationTrenchesasperdrawingandtechnical specification Clause 1108
30	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteasper drawingsand technicalspecifications Clause 802, 803, 1202 & 1203
31	ProvidingPCC Grade M15 for plain/reinforced concrete in SubStructurecompleteasperdrawingsandtechnicalspecifications
32	Plain/Reinforced cementconcrete(M-20) insubstructurecomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
33	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technicalspecificationsClauses800, 1205.4,1205.5
34	Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcreteabutment,wingwall,returnwall with 100 mm dia AC pipe extending through the full width of thestructureswithslopeof1(V):20(H)towardsdrawing facecompleteasperdrawingandtechnicalspecificationClauses 614, 709, 1204.3.7
35	Supplying,fittingandplacingHYSDbarreinforcementinsuper-structurecompleteasperdrawingandtechnical specifications
36	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and6 per centbitumen by weight
37	Drainagespoutscompleteasperdrawingandtechnicalspecifications Clause 1209.
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 technicalspecification 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 specifiedgrading,[email protected] to5percentofmix andfiller,transportingthehotmix to worksite,layingwithahydrostaticpaverfinisherwith sensorcontroltotherequiredgrade,leveland alignment, rolling with smooth wheeled, vibratory and tandem rollers to achievethedesiredcompactionasperMoRTHspecification clause No. 508 complete in all respects.
43	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis 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 - MAHESHPUR TO CHAMAR BIGHAWorking 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
57	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
58	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
59	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
60	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
61	Construction of subgrade and earthen shoulders with approvedmaterialobtainedfromborrowpitswithalllifts and leads, transporting to site, spreading, grading to requiredslopeandcompactedtomeetrequirementof Table300.2withleadupto1000masperTechnicalSpecification.
62	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,completeasper Technical Specification Clause 401. GRADING - II
63	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 asper
64	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
65	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 perTechnical Specification Clause 502.
66	MIXSEALSURFACING-Providing,layingandrollingof close-gradedpremixsurfacingmaterialof20mm thicknesscomposedof13.2mmto0.9mm(Type-B) aggregatesusingpenetrationgradebitumentorequired line,gradeandleveltoserveaswearingcourseona previouslypreparedbase,includingmixinginasuitable plant, laying and rollingwith athreewheel 8-10kN static rollerandfinishingtorequiredlevelandgradesasperTechnical Specification Clause 509.
67	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaedwith Primer and clened with hydriloc broom as per technical specification aclouse 503.
68	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,finishing
69	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
70	KM Stone- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
71	200MStone-ReinforcedcementconcreteM15grade kilometre local stone of standard design asper IRC:8 fixing inpositionincludingpaintingandprinting,etcasperdrawing and technical specification clause 1703.
72	Paintingtwocoatsincludingprimercoatafterfillingthe surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing andTechnical Specification Clause 1701 (For culverts)
73	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 -1997 and approved drawings.
74	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
75	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
76	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 andTechnical Specification Clause 801
77	Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an evenshadeasperdrawingsandTechnicalSpecificationClause 1701
78	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
79	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobe level, uniformand freefrom streaks and holes. (BT)
80	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@250gmspersqmarea,thicknessof2.5mmis exclusiveofsurfaceappliedglassbeadsasper IRC:35.Thefinishedsurfacetobe level, uniformand freefrom streaks and holes. (PCC)
81	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 be paintedwithprimerandtwocoatsofepoxypaintasper
82	Earth work in excavation for foundation of structures upto3.0mdepthasperdrawingandtechnicalspecification clause 1104
83	SandFillinginFoundationTrenchesasperdrawingand technical specification Clause 1108 - rate as per item No.11.2 (I) of Chapter 11
84	Providing PCCGradeM15forplain/reinforcedconcrete in open foundations complete as per drawings andtechnical specifications Clause 802, 803, 1202 & 1203
85	Providing PCCGradeM15forplain/reinforcedconcreteinSubStructurecompleteasperdrawingsandtechnical specifications
86	Plain/Reinforcedcementconcrete(M-20)insubstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
87	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4,1205.5
88	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 facecompleteasperdrawingandtechnicalspecificationClauses 614, 709, 1204.3.7
89	Supplying,fittingandplacingHYSDbarreinforcementin super-structurecompleteasperdrawingandtechnicalspecifications
90	Providing and filling joint sealing compound as perdrawingsandtechnicalspecificationswithcoarsesand and 6 per centbitumen by weight
91	Drainagespoutscompleteasperdrawingandtechnicalspecifications Clause 1209.
92	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
93	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.Reinforced Cement Concrete
94	Dismantlingofexistingstructureslikeculverts,bridges, retainingwallsandotherstructurescomprisingofbrick masonry, including disposal of unserviceable material and stackingtheserviceablematerialwithallliftandleadof 1000 m as per Technical Specification Clause 202.Cement mortar
95	ADD LABOUR CESS @ 1% (b)
96	SEIGNIORAGE FEE (c)
97	ADD GST @ 18% on (a+b+c)
98	Providingandapplyingtackcoatwithbitumenemulsion usingemulsionpressuredistributorattherateof0.25to0.30 kg per sqm on the prepared granular surface tretaedwith Primer and clened with hydriloc broom as per technical specification aclouse 503.
99	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 5percent 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 MoRTHspecification clause No. 508 complete in all respects.
100	Providingandlayingofhotappliedthermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gmsper sqmarea, thicknessof 2.5 mm is exclusiveofsurfaceappliedglassbeadsasperIRC:35.Thefinishedsurfacetobelevel,uniformandfreefromstreaks and holes.
101	ADD LABOUR CESS @ 1% (b)
102	SEIGNIORAGE FEE (c)
103	ADD GST @ 18% on (a+b+c)
104	1st Year Operation & Management Cost
105	2nd Year Operation & Management Cost
106	3rd Year Operation & Management Cost
107	4th Year Operation & Management Cost
108	5th Year Operation & Management Cost
109	6th Year Operation & Management Cost
110	ADD LABOUR CESS @ 1% (b)
111	SEIGNIORAGE FEE (c)
112	ADD GST @ 18% on (a+b+c)
113	NAME OF ROAD - MAJID PUR TO SALAWATURWorking 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
114	Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I
115	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
116	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
117	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.
118	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
119	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.
120	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
121	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.
122	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
123	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
124	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
125	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.
126	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
127	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.
128	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
129	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
130	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
131	Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701
132	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
133	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)
134	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
135	Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104
136	SandFillinginFoundationTrenchesasperdrawingand technicalspecificationClause 1108 - rate as per item No. 11.2 (I) of Chapter 11
137	BrickFlatSolinginfoundation:--BrickFlatSolingin foundationTrenchesasperdrawingandtechnicalspecification Clause 1108
138	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
139	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
140	ProvidingPCC Grade M15 for plain/reinforcedconcreteinSubStructurecompleteasperdrawings and technical specifications
141	Plain/Reinforced cement concrete(M-20) in substructurecompleteasperdrawingsandtechnical specificationClauses802,804,805,806,807,1202ans 1204
142	RCCM25 inDeckSlab:-- Providingandlaying reinforcedcementconcrete insuperstructure(Deck slab M25) as per drawing and technical specificationsClauses 800, 1205.4, 1205.5
143	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
144	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing andtechnical specifications
145	Providingandfillingjointsealingcompoundasper drawings and technical specifications with coarse sandand 6 per centbitumen by weight
146	Drainage spouts complete as per drawing andtechnical specifications Clause 1209.
147	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper Technical Specification Clause 202. Cement Concrete
148	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, includingT&Pandscaffoldingwherevernecessary, sorting the dismantled material, disposal of unserviceablematerialandstackingtheserviceable materialwithallliftsandleadof1000masper TechnicalSpecificationClause202.Reinforced
149	Dismantlingofexistingstructureslikeculverts, bridges, retaining walls and other structures comprisingofbrickmasonry,includingdisposalof unserviceablematerialandstackingtheserviceable material with all lift and lead of 1000 m as perTechnical Specification Clause 202. Cement mortar
150	Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry WorksasperTechnicalSpecificationClause202.Above 600 mm to 900 mm dia Hume pipe
151	ADD LABOUR CESS @ 1% (b)
152	SEIGNIORAGE FEE (c)
153	ADD GST @ 18% on (a+b+c)
154	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503.
155	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.
156	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.
157	ADD LABOUR CESS @ 1% (b)
158	SEIGNIORAGE FEE (c)
159	ADD GST @ 18% on (a+b+c)
160	1st Year Operation & Management Cost
161	2nd Year Operation & Management Cost
162	3rd Year Operation & Management Cost
163	4th Year Operation & Management Cost
164	5th Year Operation & Management Cost
165	6th Year Operation & Management Cost
166	ADD LABOUR CESS @ 1% (b)
167	SEIGNIORAGE FEE (c)
168	ADD GST @ 18% on (a+b+c)
169	NAME OF ROAD - RASALPUR ROAD TO BARDHI BIGHAWorking 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
170	Referencepillars-SettingOutPillars Providing& Fixing of Working benchmark Pillars 2 nos. per km& 6Nos.ofreferencepillarsrequiredfor1Km.asperdrawings given and direction of E/I
171	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
172	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto100masperTechnical Specification Clause 301.5
173	Constructionofembankmentwithapprovedmaterial obtained from borrowpits witha liftupto 1.5m, transportingtosite,spreading,gradingtorequired slopeand compactingto meet requirement of Tables300.1and300.2withaleadupto1000masperTechnical Specification Clause 301.5
174	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.
175	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
176	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.
177	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
178	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.
179	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
180	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse503.
181	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
182	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
183	KMStone-ReinforcedcementconcreteM15grade kilometrelocalstoneofstandarddesignasperIRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.
184	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.
185	Painting two coats including primer coat after filling the surfacewithsyntheticenamelpaintinallshadeson new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
186	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.
187	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
188	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
189	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
190	Printingnewletterandfiguresofanyshadewith syntheticenamelpaintblackoranyotherapproved colourtogiveanevenshadeasperdrawingsandTechnical Specification Clause 1701
191	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
192	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)
193	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)
194	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
195	Earthworkinexcavationforfoundationofstructuresupto 3.0 m depth as per drawing and technical specification clause 1104
196	SandFillinginFoundationTrenchesasperdrawing and technicalspecificationClause 1108 - rate as peritem No. 11.2 (I) of Chapter 11
197	BrickFlatSolinginfoundation:--BrickFlatSolingin foundationTrenchesasperdrawingandtechnicalspecification Clause 1108
198	ProvidingPCC Grade M15 for plain/reinforced concrete in openfoundationscompleteas per drawings and technical specifications Clause 802,803, 1202 & 1203
199	Providing and laying 1000 mm DiaRCC pipe NP-3 for culvertson first classbeddingofPCCM10(1:3:6)in singlerowincludingfixingcollarwithcementmortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works inhead
200	ADD LABOUR CESS @ 1% (b)
201	SEIGNIORAGE FEE (c)
202	ADD GST @ 18% on (a+b+c)
203	Providingand applyingtack coat with bitumen emulsionusingemulsionpressuredistributoratthe rateof0.25to0.30kgpersqmontheprepared granularsurfacetretaedwithPrimerandclenedwith hydrilocbroomaspertechnicalspecificationaclouse 503.
204	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.
205	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.
206	ADD LABOUR CESS @ 1% (b)
207	SEIGNIORAGE FEE (c)
208	ADD GST @ 18% on (a+b+c)
209	1st Year Operation & Management Cost
210	2nd Year Operation & Management Cost
211	3rd Year Operation & Management Cost
212	4th Year Operation & Management Cost
213	5th Year Operation & Management Cost
214	6th Year Operation & Management Cost
215	ADD LABOUR CESS @ 1% (b)
216	SEIGNIORAGE FEE (c)
217	ADD GST @ 18% on (a+b+c)
218	Name of Road :Sohrapur marwa main roadToharihar khanda tola tak path nirmanProviding & Fixing of Working benchmark/Refrence Pillars 01 nos. per km& 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I. Benchmark Pillars 01 nos. per km
219	Refrence Pillars 04 nos. per km
220	Clearing and Grubbing Road LandClearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle
221	Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.7 Girthabove 300 mm to 600 mm
222	Girthabove 600 mm to 900 mm
223	Construction of embankment with approved material 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 100 m as per Technical Specification Clause 301.5
224	Construction of embankment with approved material 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
225	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all 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 & 100 m as per Technical Specification Clause 303.1.(Including Royality & Labour Cess).
226	Granular Sub-base with Well Graded Materia lGSB G-II Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
227	Water Bound Macadam Grading-II WBM G-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water 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 and brooming, 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.
228	WATER MIX MACCADAM (WMM ) Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
229	PAVEMENT QUALITY CONCRETE (PQC) Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43 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 mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing
230	Prime Coat (Low Porosity) :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502
231	Tack Coat:- Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
232	Mix Seal Surfacing Type BProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
233	Hard Shouldering :- Laying brick soling layer on prepared sub-grade with brick on end edging 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
234	Ordinary Kilometer Stone (Precast)
235	200 m stone (precast)
236	(I)Providing and Fixing \"Logo\" of MMGSY Project :-Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 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 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 be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
237	Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
238	Boundry Pillar/ Guard PostReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
239	Retro-reflectorised Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective 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 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 . 600 mm equilateral & triangle
240	600 mm circular
241	600 mm x 450 mm rectangular
242	900 mm side octagon, OR
243	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
244	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Conctete Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
245	Planting of tree & there maintainance for one Year Planting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year.
246	Proiding and fixing MS Iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos. (25 x 6 x mm) and 8 nos. (25 x 3 mm) vertical MS riveted to 3 nos. (25 x 6 mm) iron ring in two halvs bolted together with 8mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of primimg, complete in all respect.
247	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
248	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
249	Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
250	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )
251	Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106. 600 mm Dia .
252	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
253	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
254	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
255	Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
256	Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
257	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5)
258	Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
259	RCC M25in Deck Slab :--Providing and laying reinforced cement concretein superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
260	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
261	Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per centbitumen by weight
262	Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
263	Drainage spouts complete as per drawing and technical specifications Clause 1209.
264	Painting on Parapet Wall Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
265	Cable Duct Across the Road :- Providing and laying of a 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,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 pipesubject 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 of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
266	Labour Cess @ 1%
267	Seniorage Fee
268	GST @ 18%
269	1st Year Maintenance cost
270	2nd Year Maintenance cost
271	3rd Year Maintenance cost
272	4th Year Maintenance cost
273	5th Year Maintenance cost
274	6th Year Maintenance cost
275	Labour Cess @ 1%
276	Seniorage Fee
277	GST @ 18%
278	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
279	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
280	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
281	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
282	1% LABOUR CESS
283	Seigniorage Fee
284	18% GST
285	Name of Road :Hasanpur RWD RoadToBaldev Mod Ka Tola Tak Path NirmanProviding & Fixing of Working benchmark/Refrence Pillars 01 nos. per km& 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I Benchmark Pillars 01 nos. per km
286	Refrence Pillars 04 nos. per km
287	Clearing and Grubbing Road LandClearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle
288	Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.7 . Girthabove 300 mm to 600 mm
289	Girthabove 600 mm to 900 mm
290	Construction of embankment with approved material 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 100 m as per Technical Specification Clause 301.5
291	Construction of embankment with approved material 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
292	Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all 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 & 100 m as per Technical Specification Clause 303.1.(Including Royality & Labour Cess).
293	Granular Sub-base with Well Graded MaterialGSB G-IIConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
294	Water Bound Macadam Grading-IIWBM G-IIProviding, laying, spreading and compacting stone aggregates of specific sizes to water 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 and brooming, 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.
295	WATER MIX MACCADAM (WMM )Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
296	Prime Coat (Low Porosity) :- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502
297	Tack Coat:- Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
298	Mix Seal Surfacing Type BProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
299	KilometreStoneReinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
300	200 m stone (precast)
301	(I)Providing and Fixing \"Logo\" of MMGSY Project :-Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 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 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 be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
302	Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
303	Boundry Pillar/ Guard PostReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
304	600 mm equilateral & triangle
305	600 mm circular
306	600 mm x 450 mm rectangular
307	900 mm side octagon, OR
308	Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
309	Planting of tree & there maintainance for one Year Planting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year.
310	Proiding and fixing MS Iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos. (25 x 6 x mm) and 8 nos. (25 x 3 mm) vertical MS riveted to 3 nos. (25 x 6 mm) iron ring in two halvs bolted together with 8mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of primimg, complete in all respect.
311	Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
312	Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
313	Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
314	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )
315	Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106, 600 mm Dia Pipe .
316	Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
317	Cable Duct Across the Road :- Providing and laying of a 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,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 pipesubject 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 of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
318	Labour Cess @ 1%
319	Seniorage Fee
320	GST @ 18%
321	1st Year Maintenance cost
322	2nd Year Maintenance cost
323	3rd Year Maintenance cost
324	4th Year Maintenance cost
325	5th Year Maintenance cost
326	6th Year Maintenance cost
327	Labour Cess @ 1%
328	Seniorage Fee
329	GST @ 18%
330	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
331	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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
332	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
333	1% LABOUR CESS
334	Seniorage Fee
335	18 % GST

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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., Hilsa-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., Hilsa-Bihar

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