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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-08-2024 | Corrigendum No.02 | Date | 23-08-2024 |
| 2 | 11-08-2024 | Corrigendum No.1 | Other | 16-08-2024 |
| Sl. No. | Item Description |
| 1 | SH-223 to Pandepokhari, Km.0.000 to 3.000, Block-Partur |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 5 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 7 | 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 |
| 8 | 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 as per technical Specification Clause 303.1 |
| 9 | 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,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Gra |
| 10 | Providing and fixing of typical Citizen\"s informatory sign board with logo as per MORD specification\"s and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block\"s 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge. |
| 11 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 12 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 13 | Reinforced 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. OrdinaryKilometer Stone |
| 14 | Reinforced 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 1703.200 m stone |
| 15 | 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 |
| 16 | Reinforced 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 |
| 17 | Providing and Laying Reinforced Cement Concrete 750 mm dia Pipe NP2 as per Design in Single Row |
| 18 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. (Excluding reinforcement) |
| 19 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 20 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 21 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 22 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 23 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 24 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 25 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 26 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.Cement Concrete |
| 28 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 29 | 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 side |
| 30 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 32 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 34 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 35 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 36 | Satona to Angalgaon, Km.0.000 to 3.150, Block-Partur |
| 37 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 38 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 39 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 40 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 41 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 42 | 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 |
| 43 | 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 as per technical Specification Clause 303.1 |
| 44 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 45 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 46 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 47 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 48 | Reinforced 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. OrdinaryKilometer Stone |
| 49 | Reinforced 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 1703.200 m stone |
| 50 | 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 |
| 51 | Reinforced 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 |
| 52 | Providing and Laying Reinforced Cement Concrete 600 mm dia Pipe NP2 as per Design in Single Row |
| 53 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 54 | Providing and fixing of typical Citizen\"s informatory sign board with logo as per MORD specification\"s and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block\"s 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge. |
| 55 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 56 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 57 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 58 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 59 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 60 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 61 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 62 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 63 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.Cement Concrete |
| 64 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 65 | 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 side |
| 66 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 67 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 68 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 69 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 70 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 71 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 72 | Providing PCC M-20 architectural coping on the top of wing walls, return wall etc. Complete as per Drawing & technical Specification Clauses 615,710 & 1204.3.11. |
| 73 | Ashti -Satara Wahegaon -Chandunaik Tanda, Km. 0.000 to 5.600, Block- Partur |
| 74 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 75 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 76 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 77 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 78 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 79 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 80 | 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 |
| 81 | 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 as per technical Specification Clause 303.1 |
| 82 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 83 | 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,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Gra |
| 84 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 85 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 86 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 87 | Reinforced 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. 5 thKilometer Stone |
| 88 | Reinforced 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. OrdinaryKilometer Stone |
| 89 | Reinforced 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 1703.200 m stone |
| 90 | 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 |
| 91 | Reinforced 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 |
| 92 | Providing and Laying Reinforced Cement Concrete 600 mm dia Pipe NP2 as per Design in Single Row |
| 93 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 94 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. |
| 95 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 96 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 97 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 98 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 99 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 100 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 101 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 102 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 103 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 104 | 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 side |
| 105 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 106 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 107 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 108 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 109 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 110 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 111 | Providing PCC M-20 architectural coping on the top of wing walls, return wall etc. Complete as per Drawing & technical Specification Clauses 615,710 & 1204.3.11. |
| 112 | NH-548 C to Vaijoda, km. 0.000 to 3.030, Block- Partur |
| 113 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 114 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 115 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 116 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 117 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 118 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 119 | 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 |
| 120 | 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 as per technical Specification Clause 303.1 |
| 121 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 122 | 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,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Gra |
| 123 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 124 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 125 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 126 | Reinforced 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. OrdinaryKilometer Stone |
| 127 | Reinforced 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 1703.200 m stone |
| 128 | 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 |
| 129 | Reinforced 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 |
| 130 | Providing and Laying Reinforced Cement Concrete 600 mm dia Pipe NP2 as per Design in Single Row |
| 131 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 132 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. |
| 133 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 134 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 135 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 136 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 137 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 138 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 139 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 140 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 141 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 142 | 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 side |
| 143 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 144 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 145 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 146 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 147 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 148 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 149 | Providing PCC M-20 architectural coping on the top of wing walls, return wall etc. Complete as per Drawing & technical Specification Clauses 615,710 & 1204.3.11. |
| 150 | MDR-12 to Lavani Tanda to Arda Tolaji, Km. 0.000 to 3.210, Block- Mantha |
| 151 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 152 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 153 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 154 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 155 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 156 | 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 |
| 157 | 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 as per technical Specification Clause 303.1 |
| 158 | Providing and fixing of typical Citizen\"s informatory sign board with logo as per MORD specification\"s and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block\"s 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge. |
| 159 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 160 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 161 | Reinforced 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. OrdinaryKilometer Stone |
| 162 | Reinforced 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 1703.200 m stone |
| 163 | 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 |
| 164 | Reinforced 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 |
| 165 | Providing and Laying Reinforced Cement Concrete 750 mm dia Pipe NP2 as per Design in Single Row |
| 166 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 167 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. (Excluding reinforcement) |
| 168 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 169 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 170 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 171 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 172 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 173 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 174 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 175 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 176 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 177 | 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 side |
| 178 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 179 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 180 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 181 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 182 | Providing for plain / Reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202,&1203 M30 |
| 183 | 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 |
| 184 | Providing and laying Boulder Appron for bed protection with stone boulder of minium size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 185 | Providing and fixing Stream lined Reinforced cement concrete 1:2:4 guard stone including mild steel bar reinforcement complete as per drawing , Spec.No CD20 Page No-169 |
| 186 | NH-548 C to Dhoksal to Waghoda to Warud, Km. 0.000 to 7.500, Block- Mantha |
| 187 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 188 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 189 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 190 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 191 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 192 | 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 |
| 193 | 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 as per technical Specification Clause 303.1 |
| 194 | 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,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 |
| 195 | Providing and fixing of typical Citizen\"s informatory sign board with logo as per MORD specification\"s and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block\"s 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge. |
| 196 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 197 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 198 | Reinforced 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. 5thKilometer Stone |
| 199 | Reinforced 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. OrdinaryKilometer Stone |
| 200 | Reinforced 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 1703.200 m stone |
| 201 | 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 |
| 202 | Reinforced 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 |
| 203 | Providing and Laying Reinforced Cement Concrete 750 mm dia Pipe NP2 as per Design in Single Row |
| 204 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 205 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. |
| 206 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 207 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 208 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 209 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 210 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 211 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 212 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 213 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 214 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 215 | 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 side |
| 216 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 217 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 218 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 219 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Sand Filling ) |
| 220 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 221 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Leveling coarse M15 |
| 222 | Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till competion of bridge etc. complet as directed by Engineer in charge.Raft & Cutoff Wall |
| 223 | Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till competion of bridge etc. complet as directed by Engineer in charge. Appron with Curtain wall |
| 224 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20 |
| 225 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-25 |
| 226 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204M-25 |
| 227 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-30 |
| 228 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 M-30 |
| 229 | Providing and laying cement concrete wearing course M 30 grade Including reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 230 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 |
| 231 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2 Foundation |
| 232 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2 Substructure |
| 233 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2 Superstructure |
| 234 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 It No 12.9 |
| 235 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD specification 1300 It No. 14.5 |
| 236 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 It No 12.1 Granular material ( Borrow Mateial) |
| 237 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 238 | Filler Joint A Expansion joint with 25 mm thich bitumenous pad |
| 239 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 240 | Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 It No 13.7 |
| 241 | Reinforced 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 |
| 242 | Providingand laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 243 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 244 | 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 as per Technical Specification Clause 303.1. |
| 245 | NH-572 I to Limbewadgaon, Km.0.000 to 4.850, Block-Mantha |
| 246 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 247 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 248 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 249 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 250 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 251 | 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 |
| 252 | 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 as per technical Specification Clause 303.1 |
| 253 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 254 | Providing and fixing of typical Citizen\"s informatory sign board with logo as per MORD specification\"s and drowing.Steel pipe 75mm dia of B class pipe frame fixing in c.c. M10 block\"s 600 mm X 600mm X 900 mm below ground level.Four MS plate of 5mm thick top in two middle one bottum dully welded with steel pipw frame over which 16 Gauge CR sheet of size 900 mmX 750mmSize two plates , all with stove enamal on both sides. Lettering and Drawings etc. will be painted with ready mixed synthetic enamal paint of superior quality in required shad and colour. all of framed post will be painted with primer and two coats of effoxy paint as per drawing and as directed by engneer -in- charge. |
| 255 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 256 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 257 | Reinforced 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. OrdinaryKilometer Stone |
| 258 | Reinforced 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 1703.200 m stone |
| 259 | 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 |
| 260 | Reinforced 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 |
| 261 | Providing and Laying Reinforced Cement Concrete 750 mm dia Pipe NP2 as per Design in Single Row |
| 262 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 263 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. |
| 264 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 265 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 266 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 267 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 268 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 269 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 270 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 271 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 272 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 273 | 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 side |
| 274 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 275 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1200 mm Dia |
| 276 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 277 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 278 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 279 | Providing for plain / Reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202,&1203 M30 |
| 280 | Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 281 | Providing and laying Boulder Appron for bed protection with stone boulder of minium size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 282 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 283 | Providing and fixing Stream lined Reinforced cement concrete 1:2:4 guard stone including mild steel bar reinforcement complete as per drawing , Spec.No CD20 Page No-169 |
| 284 | MDR-12 to Belora Tanda to Pokhari Kendhali,Km. 0.000 to 2.820, Block-Mantha |
| 285 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 286 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 287 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 288 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 289 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 290 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 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 as per technical Specification Clause 303.1 |
| 293 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 294 | 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,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Gra |
| 295 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 296 | Providing and fixing of Semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 297 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 298 | Reinforced 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. OrdinaryKilometer Stone |
| 299 | Reinforced 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 1703.200 m stone |
| 300 | 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 |
| 301 | Reinforced 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 |
| 302 | Providing and Laying Reinforced Cement Concrete 750 mm dia Pipe NP2 as per Design in Single Row |
| 303 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 304 | MMGSY/PMGSYMaintenanceInformationBoard-ProvidingandfixingoftypicalMMGSY/ PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side.be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embedded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the platewill be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made upofRetroReflectivesheetingofClass-A/Class-Bgradeasper thelatest MORDsection1700 specifications(ReferCircularno. NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting usingmoderntechnologyprintingplatform.Theprintershallbeapprovedbytheretroreflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube willbe painted with primerandtwo coatsof epoxypaintsasper drawingClause1701andAnnexure1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor. |
| 305 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer |
| 306 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 307 | DLCConcreteofDryLeanCementConcreteSub-base overapreparedsub-gradewith corseandfineaggregateconfirmingto15:383.thesize, ofcoareaggregatenot exceeding25mm., cementcontent not to beless than 150 kg/cum.optimum moisture contentto be determinedduring tial Iengthconstructionconcrete strength not to be less ttlan 10 Mpa at 7 daiys. mlxedin a batching plant/ weigh batch mlxer. transported to site with all leadsandlifts. laid with apaverwithelectronicsensorby·suitablemeansas approvedbyEngineer-in-charge compactingwithvibratoryroller finishingcuringand including preparation of\" sub-grade surface ifrequired etc. complete. |
| 308 | Providingand layingWhite Topping /Short PaneledconcreteasperIRC-SP76-.2015 (Existing surfacepreparation to bedone if necessary either by miIIingor leveling ,course with DLC to correct surface profile·and to be paid separately) with un reinforced M-40 grade PavementQaualityConaete usingOrdinaryPort landCement43/53 GradeOR Portland PozzolanaCementIS-1489at 425 kg/cum coarseaggregate fineaggregate (VSI)alild AdmixtureconfirmingtoIS9130- 1999(R 2004,)polymericsyntheticfiberasperASTM (1116) such as polyesterpolyethyle / polypropylene I Glass fiber at 1.20 kg/oum, mioced inbatchingand mixingplant or weighbatcherasperapproevedmixdesign toachieve minimum flexural strength or modulus of rupture·of concrele 4.50 MPaat 28 days limlting maximum water cement ratio to 0.40, transported to site laid With from sllp form paver finisher preferab!y with slip form paver finisher), spread vibrated, compacted and finished inacontinuous operationtothelinesandgrade\"sasperdravwing.texturefinishing]of surface. spraying to layers ofcuring compound. curtngwithwater sprayedon hesslan cloth oovered over concrete surface, groove cutting grid 1m x 1m or as directed by EngIneer Inoharge toa depth of 1/3to 1/4 ofthe Thicknessand ,ofwidth 3-5 mmas per design including coat ofall material. side form work. labour andmachineries etc. complete as per specifications.(Excluding Dowel BarsandTie Bars) |
| 309 | Providing and fixing in position 25mm dia anticorrosive MS500dowelbars of required dia. 60 cms. long, and .at 30.00 cm. C/C and wherever directed including handiing straightening supported by assembly of TMT FE 500, ,chairs with proper alignment etc. complete. |
| 310 | ProvidingandfixinginpositionTMTFE500,tiebarsprecoatedwithanticorrosive epoxypaintof12mm dia.70cms.longandat30.00cm.C/C andwhereverdirected includinghandling,straighteningwrappingwithpaperofapprovedqualityforhalf length,necessarycutting,handling,straightening,supportedbyassemblyofTMTFE 500, chairs with proper alignment etc. complete. It. No. 5.16 PWD SSR |
| 311 | Providing and laying concrete pipes of I.S.NP2. class of 300mm diameter in proper line, levelandslopeincludingnecessarycollars,excavation,laying,fixingwithcollarsin cement mortar 1:1 and refilling the trench complete. SSRIt. No. 42.09 |
| 312 | 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 side |
| 313 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry .1000 mm Dia |
| 314 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-10 |
| 315 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.PCC M-15 |
| 316 | SH-222 to Dhagi to Borgaon, Km.0.000 to 5.850, Block-Jalna, District-Jalna |
| 317 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 |
| 318 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 319 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 320 | Excavation for roadway in ordinary rock with hydraulic excavator including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 321 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 322 | 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 |
| 323 | 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 as per technical Specification Clause 303.1 |
| 324 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density,complite as per Technical Specification Clause 401 |
| 325 | WBM Grading 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 326 | DLC- Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to 15: 383, the size of coarse aggregate not exceeding 25 mm cement content not to be less than 150 kg/ cum, optimur ptimum moisture content to be e determined during trial length construction, concrete strength not disture to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and cement including preparation of sub-grade surface if required etc. complete. |
| 327 | Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2016 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portland Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester/polyethylene/ polypropylene/Glass fiber at 1.20 kg/cum, mixed. in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting cum 6937.14 41.06 maximum water cement ratio to 0.40, transported to site, laid with fixed form sip form paver finisher (preferably with slip form paver finisher), spread vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer in charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars).. |
| 328 | Providing and fixing in position 25 mm dia anti corrosive MS dowel bars of required Dia 60 cms Long and at 30.00 cm. C/C and at interval of 60 Mtr wherever directed including handling. straightening, necessary cutting supported by chairs with proper alignment with half length covered by polyethene sheathing including cap etc complete. |
| 329 | Providing and fixing in position anticorrosive TMT FE 500 tie bars of 12 mm dia 70 cms long and at 75.00 cm. C/C and wherever directed including handling, straightening necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment.. |
| 330 | ProvidingandfixingheavydutyinterlockingconcreteColouredpavingblocksof80mm thickness of having a strength of 300 Kilogram/Sq.cm. of approvedquality andshape ona bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc.complete |
| 331 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 332 | MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottomduly rivetted with MSangles of 35 x 35x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 333 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 334 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 335 | Reinforced 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 17035th Kilometre Stone (precast) |
| 336 | Ordinary Kilometer Stone (Precast)10.10-ii |
| 337 | 200 m stone (precast) |
| 338 | Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circular and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embedded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge |
| 339 | Reinforced 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 |
| 340 | Providing and Laying Reinforced Cement Concrete 800 mm dia Pipe NP3 as per Design in Single Row |
| 341 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 342 | Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge. |
| 343 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous/ Concrete Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). |
| 344 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. |
| 345 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 346 | 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 side |
| 347 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and backling with approved material |
| 348 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry |
| 349 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 350 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Rubble Filling ) |
| 351 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 352 | Providing and laying cement concrite M-15 of trap / granite / quartze / gneiss metal concrite block of size 45 cm X 45 cm X 45 cm including painting the number of cross drainage work, direction of flow by arrow and details of vents opening complete as directed |
| 353 | Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3 R.C.C.Grade M-30 ( Wearing Course ) |
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