|
| 1 | Dismantling of Flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to alead of 100 meter, stacking serviceable and un serviceable materials separately as per technical clause 202 of MORT&H specification(24.3) |
| 2 | Dry Lean Cement Concrete Sub-Base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarseandfineaggregateconformingto IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio nottoexceed15:1,aggregategradation afterblendingtobeaspertable600-1, cementcontentnottobelessthan150 kg/ cum, optimum moisture content to be determined during trial length construction,concretestrengthnottobe lessthan10Mpaat7days,mixedina batchingplant,transportedtosite,laid with a paver with electronic sensor, compactingwith8-10tonnesvibratory roller, finishing and curing.(CSR24.59) |
| 3 | Cement Concrete PavementConstruction of un-reinforced M-40 grade concrete pavement with dowel jointed over a preparedsubbasewith 43 gradeOPC cementof concrete,coarseandfineaggregateconforming to IS 383, maximum size of coarseaggregatenot exceeding25mm,mixedinafullycomputerised batch mix plant as per approved mix design, transportedto site in transit mixer withlead up to 10km.laidwithafixedformorslipformpaver, spread,compactedandfinishedinacontinuous operationincludingprovisionofcontraction, expansion, construction and longitudinal joints, jointfiller,separationmembrane,sealantprimer, jointsealant,debondingstrip,dowelbar,tierod, admixturesasapproved,curingcompound, finishingto lines and grades as per clause602 of MORT&H 5th Revision CSR 24.60f |
| 4 | Providing and laying heavy duty cobble stones 100mm thick interlock pavers, using cement and course sand for manufacturing and fixing of blocks of approved size, shape and colour with a minimum compressive strength of M50 CSR 14.140 |
| 5 | Cast in situ Cement Concrete M20 Kerb Construction ofcementconcreteKerbwithtop andbottomwidth115and165mmrespectively, 300mmhighinM20gradeKerbstonelaidwith Kerblayingmachine,allcompleteasperclause 408 CSR 24.41b |
| 6 | Providingandlaying60mmthickfactorymade cement concrete interlocking paver block of M-35 grademachine made rubber moulded smooth finishwith strongvibratory processorwith vibro- hydrauliccompactionmachineandofapproved size and design / shape laid in Ordinary Grey and patternoverandincluding40mm thick compactedbedofcoarsesand,fillingthejoints with finesandetc,all completeasper directions ofEngineer-in-Charge forNontrafficAreasand streetshaving width lessthan3.05 mt.(Also not to used over footoaths). CSR 14.137 |
| 7 | AdvanceDirectionsignboard1200x900mm rectangularperIRC 67-2012with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. grade sheeting fixed over 4mmthickAluminium Composite Material (ACM)sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloyrivets@200mmc/ctoback support frameof 25x25x3mm angle iron supportedon two squarehollowsteelsection post60x60x3.2mmconformingtoIS4923 firmly fixed to ground in foundationconcreteM-25of size0.60x0.60x0.75mforverticalpostcomplete as per clause 801 of MORT&Hspecifications. Suppliershallprovideawarrantyasperclause 6.9 of IRC 67-2012 for retro reflectivesheeting & acertifiedcopyoftestreportsfroman independenttestlaboratoryconformingtoclause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type XIas per ASTM D 4956 09 and as per IRC 67 2012 |
| 8 | Cautionary sign board 900x900x900mm triangular asperIRC67-2012 with high intensity Microprismaticgrade retroreflective Sheetingas perASTMD495609andasperIRC672012 fixedover4mmthickaluminumComposite material (ACM)sheeting having aluminum skin thicknessof0.4to0.5mmonbothsidedand fixingthesamewithsuitablesizealuminumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mmangle ironsupported on a square hollowsteelsectionpost60x60x3.2mm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.75mforverticalpost complete as perclause801of MORT&H specifications.Suppliershallprovidea warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type XIas per ASTM D 4956 09 and as per IRC 67 2012 |
| 9 | Cautionary sign board 600x600x600mm triangular asperIRC67-2012 with high intensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixedover3mmthickaluminiumComposite material(ACM)sheetinghavingaluminiumskin thicknessof0.25to0.3mmonbothsidedand fixing thesamewith suitablesizealuminiumalloy rivets@200mmc/ctobacksupportframeof 25x25x3mmangle ironsupported on a square hollow steel section post60x60x3.2mmmm conformingtoIS4923withoutcostofdefinition plate firmly fixed to ground in foundationconcrete M-25ofsize0.45x0.45x0.60mforverticalpost complete as per clause 801 ofMORT&H specifications.Suppliershallprovidea warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certified copy of test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type XIas per ASTM D 4956 09 and as per IRC 67 2012 |
| 10 | Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 withhighintensity Microprismaticgrade retroreflective Sheetingas per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications.Fixedover3mmthickAluminium Composite Material (ACM)sheeting having aluminiumskinthicknessof0.25to0.3mmon bothsidedandfixingthesamewithsuitablesize aluminium alloyrivets@200mmc/ctoback supportframeweldedwithverticalpostofsign boardcompleteasperclause 801 of MORT&Hspecifications.Suppliershallprovidea warrantyasperclause6.9ofIRC67-2012for retroreflectivesheeting & acertifiedcopyof test reportsfromanindependenttestlaboratory conforming to clause 6.7 of IRC 67-2012 . Usinghigh intensity Microprismatic graderetro reflective Sheeting Type XIas per ASTM D 4956 09 and as per IRC 67 2012 |
| 11 | Mandatory sign board 600mm circular as perIRC 67- 2012withhighintensityMicroprismatic graderetro reflectiveSheeting asperASTMD 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mmthickaluminiumCompositematerial(ACM) sheetinghavingaluminiumskinthicknessof0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frameof25x25x3mmangleiron supported onasquare hollow steel section post 60x60x3.2mm conformingto IS 4923without cost ofdefinitionplatefirmlyfixedtogroundin foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause801ofMORT&Hspecifications.Supplier shallprovideawarranty asperclause6.9of IRC 67-2012forretroreflectivesheeting &acertified copy of test reports from an independent test laboratoryconformingtoclause6.7ofIRC67- 2012 .Usinghigh intensity Microprismatic graderetro reflective Sheeting Type XIas per ASTM D 4956 09 and as per IRC 67 2012 |
| 12 | Road DelineatorsSupplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 13 | Road Delineators CSR 24.66 |
| 14 | Road Marking with Hot Applied Thermoplastic Compound withReflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glassbeads. CSR 24.57 |
| 15 | Rumble stripps double thick (5mm) |
| 16 | Zebra Crossing |
| 17 | Add Culture Cess @ 1% |
