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| 1 | 1 Permanent Restoration of BT Road Connecting Village Mehrangarh.Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 |
| 2 | Construction ofgranular sub-base by providing well graded material, spreadinginuniformlayerswithTractorMountGraderonprepared surface, mixing by mixin placemethod withrotavatoratOMC, and compacting with smoothwheelroller to achieve thedesired density,complete as per MoRTH Specification Clause 401.For Grading IIMaterial |
| 3 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreening&bindingmaterialstofill-upthe intersticesofcoarseaggregate,wateringandcompactingtothe required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate.By Manual Means |
| 4 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreeningtofill-uptheintersticesofcoarse aggregate, watering and compacting to the required density Grading 2 asperMoRTH SpecificationClause 404.usingCrusherborken aggregate.By Manual Means |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 7 | Providing,layingandrollingofopen-gradedpremixcarpetof20mm thicknesscomposedof13.2mm to5.6mmaggregateseitherusing Viscositygradebitumenoremulsiontorequiredline,gradeandlevelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means.Bitumen (VG-30) |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means.Case - II:Type B.Bitumen (VG-30) |
| 9 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.Ordinary soil.Upto 3 m depth |
| 10 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 |
| 11 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:3 cement mortar |
| 12 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 13 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 14 | ProvidingandlayingreinforcedcementconcretepipeNP4forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia |
| 15 | 2 Permanent Restoration of Pokaran Sankara Bhesara Road to Khuhra. Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 |
| 16 | Construction ofgranular sub-base by providing well graded material, spreadinginuniformlayerswithTractorMountGraderonprepared surface, mixing by mixin placemethod withrotavatoratOMC, and compacting with smoothwheelroller to achieve thedesired density,complete as per MoRTH Specification Clause 401.For Grading IIMaterial |
| 17 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreening&bindingmaterialstofill-upthe intersticesofcoarseaggregate,wateringandcompactingtothe required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate.By Manual Means |
| 18 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreeningtofill-uptheintersticesofcoarse aggregate, watering and compacting to the required density Grading 2 asperMoRTH SpecificationClause 404.usingCrusherborken aggregate.By Manual Means |
| 19 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 21 | Providing,layingandrollingofopen-gradedpremixcarpetof20mm thicknesscomposedof13.2mm to5.6mmaggregateseitherusing Viscositygradebitumenoremulsiontorequiredline,gradeandlevelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means.Bitumen (VG-30) |
| 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means.Case - II:Type B.Bitumen (VG-30) |
| 23 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.Ordinary soil.Upto 3 m depth |
| 24 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 |
| 25 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:3 cement mortar |
| 26 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 27 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 28 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.Ordinary soil.Upto 3 m depth |
| 29 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 |
| 30 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:3 cement mortar |
| 31 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 32 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 33 | ProvidingandlayingreinforcedcementconcretepipeNP4forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia |
| 34 | 3 Permanent Restoration of BT Road AR Nedan. Dismantlingofcementconcretepavementsbymechanicalmeansusing pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stockpilingatdesignatedlocationsanddisposalofdismantledmaterials uptoaleadof1000m,stackingserviceableandunserviceablematerials separately |
| 35 | Constructionof un-reinforced,plaincementconcretepavementM30 (Grade),thicknessasperdesign,overapreparedsubbase,with43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site in transitmixerforhavingcontinousagitatedmixer,manufacturedasper approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portionasperIS9103toaccelerate/retardsettingofconcrete,improve workabilitywithoutimpairingstrengthanddurabilityasperdirectionof Engineerinchargelaidinapprovedfixedsideformwork(steelchannel, layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operationincludingprovisionofcontractionandexpansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 36 | Construction ofgranular sub-base by providing well graded material, spreadinginuniformlayerswithTractorMountGraderonprepared surface, mixing by mixin placemethod withrotavatoratOMC, and compacting with smoothwheelroller to achieve thedesired density,complete as per MoRTH Specification Clause 401.For Grading IIMaterial |
| 37 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreening&bindingmaterialstofill-upthe intersticesofcoarseaggregate,wateringandcompactingtothe required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate.By Manual Means |
| 38 | Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreeningtofill-uptheintersticesofcoarse aggregate, watering and compacting to the required density Grading 2 asperMoRTH SpecificationClause 404.usingCrusherborken aggregate.By Manual Means |
| 39 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 40 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 41 | Providing,layingandrollingofopen-gradedpremixcarpetof20mm thicknesscomposedof13.2mm to5.6mmaggregateseitherusing Viscositygradebitumenoremulsiontorequiredline,gradeandlevelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means.Bitumen (VG-30) |
| 42 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means.Case - II:Type B.Bitumen (VG-30) |
| 43 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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.Ordinary soil.Upto 3 m depth |
| 44 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104.P.C.C grade M 10.Nominal mix 1:3:6 |
| 45 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:3 cement mortar |
| 46 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 47 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 48 | ProvidingandlayingreinforcedcementconcretepipeNP4forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1200 mm dia |
| 49 | MaintenanceofHumepipeCulvertbywayof Clearing,Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and MoRTH specification Clause 201 & 2800 |
| 50 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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. Ordinary rock (not requiring blasting) up to 3mtr |
| 51 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 52 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry In 1:4 cement mortar |
| 53 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 54 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 |
| 55 | Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2 |
| 56 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1 Stone/Boulder |
