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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-09-2025 | Tender Fee | Fee | 22-09-2025 |
| Sl. No. | Item Description |
| 1 | Ajnale to Kolawale-Shindewasti road ( VR-210, LR-138 ) km 0.00 to 3.600 Block - SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 2 | 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. |
| 3 | Scarifying Existing Granular surface to a depth of 50 mm and disposal of scarified material with alift up to 3 m and leads up to 1000 m as per technical specification clause 301.4. |
| 4 | 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. As directed by engineer in charge. |
| 5 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 6 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 7 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 8 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 9 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 10 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 11 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 12 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 13 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 14 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 15 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 16 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 17 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 18 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 19 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 20 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 21 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 22 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 23 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 25 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 26 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 27 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 28 | Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 29 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 30 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 31 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 32 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 33 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 34 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 35 | Haldahiwadi to Chavanwasti road ( VR-13, LR-189 ) km 0.00 to 5.00 Block - SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 36 | 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. |
| 37 | 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. As directed by engineer in charge. |
| 38 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 39 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 40 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 41 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 42 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 43 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 44 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 45 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 46 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 47 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 48 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 49 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 50 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 51 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 52 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 53 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 54 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 55 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 56 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 57 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 58 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 59 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 60 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 61 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 62 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 63 | Providing and laying reinforced cement concrete pipe NP3 1200mm Diam. 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 works in head walls and parapets Clause 1106. |
| 64 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 65 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 66 | Mahim to Margarwasti-Falawani Tal. Border road ( VR125, L178 ) km 0.00 to 3.00 Block-Sangola Clearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 67 | 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. |
| 68 | 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. As directed by engineer in charge. |
| 69 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 70 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 71 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 72 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 73 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 74 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 75 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 76 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 77 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 78 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 79 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 80 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 81 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 82 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 83 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 84 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 85 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 86 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 87 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 88 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes .complete. |
| 89 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 90 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 91 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 92 | Providing and laying boulder apron of Bouders 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. |
| 93 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 94 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 95 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 96 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 97 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 98 | Hangirge to Chavanwasti road ( VR-195, LR-23 ) km 0.00 to 4.200 Block - SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 99 | 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. |
| 100 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and all leadas per Technical Specification Clause 202.As directed by engineer in charge.(B)Rubble Stone Masonry in Cement Mortar |
| 101 | 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. Above 600 mm to 900 mm dia Hume pipe |
| 102 | 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. As directed by engineer in charge. |
| 103 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 104 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 105 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 106 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 107 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 108 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 109 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 110 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 111 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 112 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 113 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 114 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 115 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 116 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 117 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 118 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 119 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 120 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 121 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 122 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 123 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 124 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 125 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 126 | Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 127 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 128 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 129 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 130 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 131 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 132 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 133 | SH-156(Gherdi) to Metkarwadi road ( VR-232, LR-266 ) km 0.00 to 3.050 Block - SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 134 | 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. |
| 135 | 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. Above 600 mm to 900 mm dia Hume pipe |
| 136 | Scarifying Existing Granular surface to a depth of 50 mm and disposal of scarified material with alift up to 3 m and leads up to 1000 m as per technical specification clause 301.4.(SOR ITEM NO.3.1)R.A.NO.10 |
| 137 | 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. As directed by engineer in charge. |
| 138 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 139 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 140 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 141 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 142 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 143 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 144 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 145 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 146 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 147 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 148 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 149 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 150 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 151 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 152 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 153 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 154 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 155 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 156 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 157 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 158 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 159 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 160 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 161 | Earthwork in excavation for structures in Hard rock (blasting prohibited) as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 162 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 163 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 164 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 165 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 166 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 167 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 168 | Khilarwadi to Bagalwasti Haldahiwadi road ( VR-335, LR-185 ) km 0.00 to 4.250Block- SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 169 | 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. |
| 170 | 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. As directed by engineer in charge. |
| 171 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 172 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 173 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 174 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 175 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 176 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 177 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 178 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 179 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 180 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 181 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 182 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 183 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 184 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 185 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 186 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 187 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 188 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 189 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 190 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 191 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 192 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 193 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 194 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 195 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 196 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 197 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 198 | Providing and laying reinforced cement concrete pipe NP3 1200mm Diam. 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 works in head walls and parapets Clause 1106. |
| 199 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 200 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 201 | Junoni to Kulkarni-Naralewasti-Buddhehal road ( VR-175, LR-102 ) km 0.00 to 4.200 Block- Sangola Clearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 202 | 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. |
| 203 | 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. As directed by engineer in charge. |
| 204 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 205 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 206 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 207 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 208 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 209 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 210 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 211 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 212 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 213 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 214 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 215 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 216 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 217 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 218 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 219 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 220 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 221 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 222 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 223 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 224 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 225 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 226 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 227 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 228 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 229 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 230 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 231 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 232 | SH-143 to Palashi road ( VR-12, LR-156 ) km 0.00 to 5.430 Block- Pandharpur Clearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 233 | 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. |
| 234 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and all leadas per Technical Specification Clause 202.As directed by engineer in charge.(B)Rubble Stone Masonry in Cement Mortar |
| 235 | 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. Above 600 mm to 900 mm dia Hume pipe |
| 236 | Scarifying Existing Granular surface to a depth of 50 mm and disposal of scarified material with alift up to 3 m and leads up to 1000 m as per technical specification clause 301.4.(SOR ITEM NO.3.1)R.A.NO.10 |
| 237 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent |
| 238 | 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. As directed by engineer in charge. |
| 239 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 240 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 241 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 242 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 243 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 244 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 245 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 246 | Providing and fixing reinforced cement concrete M15grade 5th Kilometre Stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 247 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 248 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 249 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 250 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 251 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 252 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 253 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 254 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 255 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 256 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 257 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 258 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 259 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 260 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 261 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 262 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 263 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 264 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 265 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 266 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 267 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 268 | Jainwadi to Gardi road ( VR-192, LR-158 ) km 0.00 to 3.00 Block- PandharpurClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 269 | 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. |
| 270 | Excavation for roadway in ordinary rock with hydraulic excavatorincluding cutting and loading in tippers, transporting to embankment site with a all liftand all lead , trimming bottom and side slopes in lines, grades and cross-sections as per Technical Specification Clause 302.3.5. As directed by engineer in charge. |
| 271 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and all leadas per Technical Specification Clause 202.As directed by engineer in charge.(B)Rubble Stone Masonry in Cement Mortar |
| 272 | 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. As directed by engineer in charge. |
| 273 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 274 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 275 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 276 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 277 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 278 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 279 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 280 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 281 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 282 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 283 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 284 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 285 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 286 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 287 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 288 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 289 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 290 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 291 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 292 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 293 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 294 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 295 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 296 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 297 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 298 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 299 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 300 | Providing and laying reinforced cement concrete pipe NP3 1200mm Diam. 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 works in head walls and parapets Clause 1106. |
| 301 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 302 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 303 | Nazare to Sargarwadi-Udanwadi road ( VR-60, LR-85) km 0.00 to 5.650 Block - SangolaClearing and Grubbing Road LandClearing 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(SOR ITEM NO. 2.2 ) By Manual MeansI) In area of non-thorny jungleBy Mechanical Means |
| 304 | 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. |
| 305 | Scarifying Existing Granular surface to a depth of 50 mm and disposal of scarified material with alift up to 3 m and leads up to 1000 m as per technical specification clause 301.4.(SOR ITEM NO.3.1)R.A.NO.10 |
| 306 | Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed material with all lift and lead upto 1000 m etc complete. Using machine like Writgen (W100) or equivalent |
| 307 | 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. As directed by engineer in charge. |
| 308 | 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 all leads and lifts as per Technical Specification Clause 301.5. As directed by engineer in charge. |
| 309 | Construction of subgrade & earthen shoulders with approved materialfrom borrow pits with all lifts & leads, transporting, spreading, grading to required slope & compacted to meet requirement of Table 300.2 as per Technical Specification303.1 As directed by engineer in charge. |
| 310 | 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, complete as per Technical Specification Clause 401.(SOR ITEM NO. 4.1/A )By mix in Place method |
| 311 | Construction of dry lean cement concrete sub base over aprepared sub-gradewith coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/cu.m, optimum moisture content to be determined during trial length construction, concrete strength not 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 byEngineer-in-charge, compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. |
| 312 | C C Pavement.Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 313 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 314 | Providing and fixing in position TMT-FE 500, 25 mm dia dowel bars precoated with anti-corrosive epoxy paint of required diametre 60 cm long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT-FE 500, chairs with proper alignment by using properly designed assembly of Bulk-heads, lubricating half length with bituminous paint as directed etc. complete. |
| 315 | Providing and fixing reinforced cement concrete M15grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 316 | Providing and fixing reinforced cement concrete M15grade 200 m stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 317 | Reinforced cement concrete M15 grade boundary pillars of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As directed by engineer in charge. |
| 318 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 milimeterm thick, top and middle plate duly welded with MS flat iron 25milimeter x 5meter size on back on edges.The lower plate will be welded with MS angle iron frame of 25milimeter x 25milimeterm x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level.The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter 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 color.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. As directed by engineer in charge. |
| 319 | Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size 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 |
| 320 | Providing and fixing of semi reflective cautionary, and informatory sign board600 mmequilateral traingle as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 321 | Providing and fixing of semi reflective cautionary, and informatory sign board 600 mm circular as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color 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 of required shade and color supported and welded on 47x47 mm x 12 SWG sheet tube firmly fixed in ground with designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 |
| 322 | ProvidingandfixingCautionary/WarningsignboardsinOctagonesizeof 750 mm madeoutof 0.5 mmaluminumsheetbondedwithwhiteretroreflectivesheetingof ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP)havingpressure sensitive/heatactivatedadhesiveretoreflectivespecifiedbackground,borderandback sideretoreflctivesymbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate blackandwhitebandsof25cmwidthincludingG.I.fixturesetc;fixingtheboardsin M25gradeconcreteblockofsize60cmX60cmX75cmincludingtransportationetc; complete.ClassB(TypeIVHighintensitymicro-prismaticgradesheeting-HIP)shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submittedto the Engineer in charge by the contractor/supplier. 750 mm made out of 4mm aluminum composite material with 0.5 mm skin thickness on either side |
| 323 | Providing and fixing of typical MMGSY Citizen information board with marking Logo at L.H.S. of heading of board as per drawing Fixing two MS plates of 1.6 mm thick of size 900 milimeter x 750 milimeter with additional plate of size 450 milimeter x 50 milimeter above top plate and duly welded both top and bottom plate on MS iron frame of flats 50 milimeterm x 5 milimeter size on backside of plates, four flats horizontal and two flats vertical as shown in the drawing, on flat sides. The top plate will be welded at bottom of topside centre of MS iron frame of 76.10mm outer diameter or 75milimeter x 75milimeter square pipe of 12 SWG having two vertical pipes height 2.45 meter above ground level and 0.75 meter in the ground and top and bottom pipe of 1.00 meter wide. The lower most plate will be fixed on the lower frame of M.S. flats frame as shownin the drawing and duly embedded in cement concrete M - 15 Grade blocks of 600milimeter x 750milimeter,750 milimeter below ground level . All M.S. will be stove enameled on both sides. Lettering and printing cross section, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing given by NRRDA. as directed by engineer in charge. |
| 324 | Providing and Layingof Rumble strips with Plastirib 2K, or equivalent 2 component cold plasticprofiled material to give total width of 500 mm and height of 10 mm. Ramp providedto give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm.The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. |
| 325 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 done 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 326 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of 600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746Cand as per IRC 79 specifications and including fixing the unit in M20 Grade Cement Concrete of Size 30x30x40 cm including excavation for pit. |
| 327 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 328 | Providing and laying reinforced cement concrete pipe NP2600 mm diameter for wasti approches onbedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, PWD Spec. CD 7 |
| 329 | Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. |
| 330 | Providing and laying reinforced cement concrete pipe NP3 600mm Diam. 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 works in head walls and parapets Clause 1106. |
| 331 | Earthwork in excavation for foundation of structures in Ordinary Soil upto 3.00 M by Mechanical Means 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 bottom and backfilling with approved material. |
| 332 | Filling in Foundation trenches by Rubble Filling as per drawing and technical specification clause 305.3.9 |
| 333 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,804,1202,1204. (Minimum cement content 250 kilogram per cubic meter)As directed by engineer in charge. |
| 334 | Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 335 | Providing and laying reinforced cement concrete pipe NP3 1000mm Diam. 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 works in head walls and parapets Clause 1106. |
| 336 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 337 | Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
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