Public Works Department-PWD has published Tender For Rectification Of Black Spot Under Execution Of Road Safety Engineering Works On State Roads Under Head 3054 (Morinda Town Portion). Submission Date for this Tender is 08-12-2023. Road Work Tenders in mohali Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Mandatory sign board 600mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 . (24.45 b) |
| 2 | Cautionary Sign Board 900x900x900 Triangular Cautionary sign board 900x900x900mm traingular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2L4 of size 0.45x0.45x0.75m for vertical post complete as per technical clause 801 of MORT&H specifications(24.44 a) |
| 3 | Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of25x25x3mm angle iron supported on a squarehollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definitionplate firmly fixed to ground in foundation concreteM-25 of size 0.45x0.45x0.60mfor vertical postcomplete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retroreflective sheeting & a certified copy of testreports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 ; Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012(24.44 b) |
| 4 | Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. Fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 ;Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012 (24.49 a) |
| 5 | Road Marking with Thermoplastic compound.Road marking with hot applied thermoplasticcompound 2.5mm thick including reflectorisingglassbeads@0.25kgper sqm area as perIRC:35 1997 complete as per technical clause803 ofMORT&H specifications (24.57) |
| 6 | 2.5 mm thick white lines |
| 7 | 5 mm thick Yellow lines |
| 8 | Moulded Shank Road Stud :Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/ABS moulded body and reflectivepanels with micro prismatic lens or Glass Beedscapable of providing total internal reflection of thelight entering the lens face with retro reflectanceand chromaticity values shall be as given in thedetailed specifications and the product shallconform to ASTM D4280. The raised pavementmarker shall also meet all the testing conditions ofASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks ofnot less than 20 mm diameter and not less than30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kgtested in accordance with ASTM D4280. Themarker shall withstand flexural strength of 909 kgfforce in accordance with ASTM D4280. Markerlenses shall be moulded of Polycarbonate ormethyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty forsatisfactory field performance as per clause804.7.3 of MORT&H 5th revision specifications (24.63) |
| 9 | Solar Blinker(NS) |
| 10 | Construction ofcementconcreteKerbwithtop andbottomwidth115and165mmrespectively, 300mmhighinM20gradeKerbstonelaidwith Kerblayingmachine,allcompleteasperclause 408 CSR 24.41b |
| 11 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications(24.3) |
| 12 | 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) |
| 13 | Cement Concrete PavementConstruction of un-reinforced M-35 grade concrete pavement with dowel jointed over a preparedsubbasewith43gradeOPCcement with Fly ash(subjectto maximum25% of cement content)ofconcrete,coarseandfineaggregate conformingtoIS383,maximumsizeofcoarse aggregatenotexceeding25mm,mixedinafully computerised batch mix plant as per approved mix design,transportedtositeintransitmixerwith leadupto 10km.laidwithafixedformorslip formpaver,spread,compactedandfinishedina continuous operation including provision of contraction, expansion, construction and longitudinaljoints,jointfiller,separation membrane,sealantprimer,jointsealant, debondingstrip,dowel bar, tie rod, admixtures as approved, curing compound,finishing to lines and grades as per clause 602 of MORT&H 5th Revision |
| 14 | 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) |
| 15 | 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 |
| 16 | Add Culture Cess @ 1% |
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