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| Sl. No. | Item Description |
| 1 | A) Upgradation & Maintenance of road from Dawangaon to Yenki Road , ODR -63 Block, Udgir Dist. Latur, |
| 2 | Clearing and Grubbing Road Landincluding 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 . As per directed by Engineer in-charge |
| 3 | Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. As per directed by Engineer in-charge |
| 4 | 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. As per directed by Engineer in-charge |
| 5 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 . As per directed by Engineer in-charge |
| 6 | Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m,Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer in-charge |
| 7 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 . As per directed by Engineer in-charge |
| 8 | Construction of Embankment with Material Obtained from Borrow Pits,Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .As per directed by Engineer in-charge |
| 9 | Construction of Subgrade and Earthen Shoulders,Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.As per directed by Engineer in-charge |
| 10 | Preparation of Foundation for Embankment,Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means, Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.As per directed by Engineer in-charge |
| 11 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401. As per directed by Engineer in-charge |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with vibratory roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.As per directed by Engineer in-charge |
| 13 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction asper Technical Speccification 504.(with 3.30% of bitumen by weight of mix) . As per directed by Engineer in-charge |
| 14 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. As per directed by Engineer in-charge |
| 15 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.. As per directed by Engineer in-charge |
| 16 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.As per directed by Engineer in-charge |
| 17 | Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 . As per directed by Engineer in-charge |
| 18 | KilometreStone,Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 . As per directed by Engineer in-charge |
| 19 | ii)Ordinary Kilometer Stone (Precast) |
| 20 | iii) 200 m stone (precast) |
| 21 | Boundary Pillar,Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 . As per directed by Engineer in-charge |
| 22 | Providing and Fixing \"Logo\" of MMGSY Project,Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. As per directed by Engineer in-charge |
| 23 | Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. As per directed by Engineer in-charge |
| 24 | .Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 . As per directed by Engineer in-charge |
| 25 | i) 600 mm equilateral triangle |
| 26 | ii) 600 mm x 450 mm rectangular |
| 27 | iii ) 900 x 1200 m board & 1200 X 1200 MM BOARD |
| 28 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) . As per directed by Engineer in-charge |
| 29 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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. As per directed by Engineer in-charge |
| 30 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 . As per directed by Engineer in-charge |
| 31 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. SR.NO 10.23 A P.NO 40 As per directed by Engineer in-charge |
| 32 | Providing and fixing Cautionary/Warning sign boards in Octagone size of mmmade out of mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctive symbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supportedwithback support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one Number 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 black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHigh intensity micro-prismatic grade sheeting-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 warrantycertificate inoriginalshouldbesubmittedtotheEngineerinchargebythe contractor/supplier.750 mmmade out of 2mm aluminum sheet. As per directed by Engineer in-charge |
| 33 | Providing and laying of Plastirib T or equivalent raised profile edge line marking (audiblevibratory) with special hot applied thermoplastic road marking compound according toIRC 35 : 2015, Clause 7.7 with2 mm thick base coat layer above that ribs profile size oflength 40 mm x width 140 mm x height 6mm thick (Total 8 mm thick) at the distance of250 mm between two ribs including reflectorizing glass beads @ 250 gm / sq. mtr. area.The minimum and maximum width of raised profile should be 150 mm. The thickness of8 mm profil should be exclusive of surface applied glass beads. The finished surface to beexclusive of surface applied glass beads. The finished surface to be levelled, uniform andfree from streaks and holes, to be applied on edge lines I NO 51.124 P.NO.385 As per directed by Engineer in-charge |
| 34 | FRP Beam Crash Barrier -- Type - A, W : FRP Beam Crash Barrier (Providing anderecting a W \"FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRPbeam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform toIS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" . As directed by Engineer incharge . |
| 35 | Supplying & 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 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.As per directed by Engineer in-charge |
| 36 | Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete withdrop on SoildPlus reflective glass beads @ 300 gm / Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform andfreefromstreaksandholes,includingsurfacecleaningandcostofallmaterialsetc. complete.As per directed by Engineer in-charge |
| 37 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade withcoarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand)conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cementcontent not to be less than 150 kg/ cum, optimum moisture content to be determinedduring 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 by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation ofsub-grade surface if required etc. complete. with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete. As per directed by Engineer in-charge |
| 38 | Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface(Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement(OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ashto the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate andAdmixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM(1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum,mixed in batching and mixing plant or weigh batcher as per approved mix design toachieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 dayslimiting maximum water cement ratio to 0.40, transported to site, laid with mechanicalpaver finisher, spread, vibrated, compacted and finished in a continuous operation to thelines and grades as per drawing, texture finishing of surface, spraying two layers of curingcompound, curing with water sprayed on hessian cloth covered over concrete surface,groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm asper design including cost of all material, side form work, sealing joints labour and HOMof machineries etc. complete as per specifications... As per directed by Engineer in-charge |
| 39 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.As per directed by Engineer in-charge |
| 40 | i) HARD ROCK BLASTING PROHIBITED |
| 41 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 . As per directed by Engineer in-charge |
| 42 | Providing concrete M 10for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.As per directed by Engineer in-charge |
| 43 | Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m .As per directed by Engineer in-charge |
| 44 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.As per directed by Engineer in-charge |
| 45 | II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 . As per directed by Engineer in-charge |
| 46 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row,Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. As per directed by Engineer in-charge |
| 47 | B)Upgradation & Maintenance of road from MDR-31 to Adol Tanda , Road VR-70 ,Block ,UdgirDist .Latur |
| 48 | Clearing and Grubbing Road Landincluding 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 . As per directed by Engineer in-charge |
| 49 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 . As per directed by Engineer in-charge |
| 50 | Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m,Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer in-charge |
| 51 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 . As per directed by Engineer in-charge |
| 52 | Construction of Embankment with Material Obtained from Borrow Pits,Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . As per directed by Engineer in-charge |
| 53 | Construction of Subgrade and Earthen Shoulders,Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. As per directed by Engineer in-charge |
| 54 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401. As per directed by Engineer in-charge |
| 55 | WBM Grading 2,Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. As per directed by Engineer in-charge |
| 56 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) roadsurface including all mataerials, preparing the existing road surface, spreading 40mm.stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying the bitumen of specified grade @ 1.75g/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10MT. to achive the desired degree of compaction as per Technical Specification Clause 506etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen ratesare considered to arrive at rates) . As per directed by Engineer in-charge |
| 57 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.As per directed by Engineer in-charge |
| 58 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. As per directed by Engineer in-charge |
| 59 | Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.As per directed by Engineer |
| 60 | ii) Ordinary Kilometer Stone (Precast) |
| 61 | iii) 200 m stone (precast) |
| 62 | Boundary Pillar,Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As per directed by Engineer in-charge |
| 63 | Providing and Fixing \"Logo\" of MMGSY Project,Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 . As per directed by Engineer in-charge |
| 64 | Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. As per directed by Engineer in-charge |
| 65 | .Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 . As per directed by Engineer in-charge |
| 66 | i) 600 mm equilateral triangle |
| 67 | ii) 600 mm x 450 mm rectangular |
| 68 | iii ) 900 x 1200 m board & 1200 X 1200 MM BOARD |
| 69 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)As per directed by Engineer in-charge |
| 70 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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.As per directed by Engineer in-charge |
| 71 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. As per directed by Engineer in-charge |
| 72 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. SR.NO 10.23 A P.NO 40 As per directed by Engineer in-charge |
| 73 | Providing and fixing Cautionary/Warning sign boards in Octagone size of mmmade out of mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctive symbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supportedwithback support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one Number 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 black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHigh intensity micro-prismatic grade sheeting-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 warrantycertificate inoriginalshouldbesubmittedtotheEngineerinchargebythe contractor/supplier.750 mmmade out of 2mm aluminum sheet . As per directed by Engineer in-charge |
| 74 | Providing and laying of Plastirib T or equivalent raised profile edge line marking (audiblevibratory) with special hot applied thermoplastic road marking compound according toIRC 35 : 2015, Clause 7.7 with2 mm thick base coat layer above that ribs profile size oflength 40 mm x width 140 mm x height 6mm thick (Total 8 mm thick) at the distance of250 mm between two ribs including reflectorizing glass beads @ 250 gm / sq. mtr. area.The minimum and maximum width of raised profile should be 150 mm. The thickness of8 mm profil should be exclusive of surface applied glass beads. The finished surface to beexclusive of surface applied glass beads. The finished surface to be levelled, uniform andfree from streaks and holes, to be applied on edge lines . As per directed by Engineer in-charge |
| 75 | FRP Beam Crash Barrier -- Type - A, W : FRP Beam Crash Barrier (Providing anderecting a W \"FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRPbeam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform toIS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" . As directed by Engineer incharge . |
| 76 | Supplying & 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 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. As per directed by Engineer in-charge |
| 77 | Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete withdrop on SoildPlus reflective glass beads @ 300 gm / Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform andfreefromstreaksandholes,includingsurfacecleaningandcostofallmaterialsetc. complete. As per directed by Engineer in-charge |
| 78 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade withcoarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand)conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cementcontent not to be less than 150 kg/ cum, optimum moisture content to be determinedduring 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 by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation ofsub-grade surface if required etc. complete. with fully automatic micro processor basedPLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Panmixer) etc. complete.As per directed by Engineer in-charge |
| 79 | Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface(Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement(OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ashto the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate andAdmixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM(1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum,mixed in batching and mixing plant or weigh batcher as per approved mix design toachieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 dayslimiting maximum water cement ratio to 0.40, transported to site, laid with mechanicalpaver finisher, spread, vibrated, compacted and finished in a continuous operation to thelines and grades as per drawing, texture finishing of surface, spraying two layers of curingcompound, curing with water sprayed on hessian cloth covered over concrete surface,groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm asper design including cost of all material, side form work, sealing joints labour and HOMof machineries etc. complete as per specifications... As per directed by Engineer in-charge |
| 80 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.SR.NO 11.1 P.NO 44 .As per directed by Engineer in-charge |
| 81 | I ) HARD ROCK BLASTING PROHIBITED |
| 82 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. As per directed by Engineer in-charge |
| 83 | Providing concrete M 10for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 .As per directed by Engineer in-charge |
| 84 | Plain/reinforced cement concrete M 15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m. As per directed by Engineer in-charge |
| 85 | Plain/reinforced cement concrete M 30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m . As per directed by Engineer in-charge |
| 86 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 .As per directed by Engineer in-charge |
| 87 | II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 As per directed by Engineer in-charge |
| 88 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row,Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. As per directed by Engineer in-charge |
| 89 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 .As per directed by Engineer in-charge |
| 90 | Providing and laying Boulder Appron for bed protection with stone boulder of minium size and weight as per table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 As per directed by Engineer in-charge |
| 91 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 ( Guard Stones ) As per directed by Engineer in-charge |
| 92 | C)Upgradation & Maintenance of road from NH-63 to Bortal Tanda - Tikaram Tanda - Maruti Tanda Road, VR-32, Block, Udgir,Dist .Latur |
| 93 | Clearing and Grubbing Road Landincluding 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. As per directed by Engineer in-charge |
| 94 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 ). As per directed by Engineer in-charge |
| 95 | Excavation in Ordinary Rockusing Hydraulic Excavatorand Tippers with disposal upto 1000 m,Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 As per directed by Engineer in-charge |
| 96 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 . As per directed by Engineer in-charge |
| 97 | Construction of Embankment with Material Obtained from Borrow Pits,Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. As per directed by Engineer in-charge |
| 98 | Construction of Subgrade and Earthen Shoulders,Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.As per directed by Engineer in-charge |
| 99 | Preparation of Foundation for Embankment,Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means, Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.As per directed by Engineer in-charge |
| 100 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401. As per directed by Engineer in-charge |
| 101 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with vibratory roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.As per directed by Engineer in-charge |
| 102 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction asper Technical Speccification 504.(with 3.30% of bitumen by weight of mix) . As per directed by Engineer in-charge |
| 103 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. As per directed by Engineer in-charge |
| 104 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. As per directed by Engineer in-charge |
| 105 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. As per directed by Engineer in-charge |
| 106 | Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 .As per directed by Engineer |
| 107 | KilometreStone,Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 .As per directed by Engineer in-charge |
| 108 | ii) Ordinary Kilometer Stone (Precast) |
| 109 | iii) 200 m stone (precast) |
| 110 | Boundary Pillar,Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. As per directed by Engineer in-charge |
| 111 | Providing and Fixing \"Logo\" of MMGSY Project,Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 . As per directed by Engineer in-charge |
| 112 | Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. As per directed by Engineer in-charge |
| 113 | .Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 . As per directed by Engineer in-charge |
| 114 | i) 600 mm equilateral triangle |
| 115 | ii) 600 mm x 450 mm rectangular |
| 116 | iii ) 900 x 1200 m board & 1200 X 1200 MM BOARD |
| 117 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm size.Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5mm steelplate.All lettering and painting arrows border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings.(Rate as per RD&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) .As per directed by Engineer in-charge |
| 118 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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. As per directed by Engineer in-charge |
| 119 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. SR.NO 10.23 A P.NO 40 As per directed by Engineer in-charge |
| 120 | Providing and fixing Cautionary/Warning sign boards in Octagone size of mmmade out of mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctive symbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supportedwithback support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint andsupported on one Number 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 black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHigh intensity micro-prismatic grade sheeting-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 warrantycertificate inoriginalshouldbesubmittedtotheEngineerinchargebythe contractor/supplier.750 mmmade out of 2mm aluminum sheet PWD SSR 2022-23 I NO 6.31 A As per directed by Engineer in-charge |
| 121 | Providing and laying of Plastirib T or equivalent raised profile edge line marking (audiblevibratory) with special hot applied thermoplastic road marking compound according toIRC 35 : 2015, Clause 7.7 with2 mm thick base coat layer above that ribs profile size oflength 40 mm x width 140 mm x height 6mm thick (Total 8 mm thick) at the distance of250 mm between two ribs including reflectorizing glass beads @ 250 gm / sq. mtr. area.The minimum and maximum width of raised profile should be 150 mm. The thickness of8 mm profil should be exclusive of surface applied glass beads. The finished surface to beexclusive of surface applied glass beads. The finished surface to be levelled, uniform andfree from streaks and holes, to be applied on edge lines..As per directed by Engineer in-charge |
| 122 | FRP Beam Crash Barrier -- Type - A, W : FRP Beam Crash Barrier (Providing anderecting a W \"FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRPbeam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform toIS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\".As directed by Engineer incharge |
| 123 | Supplying & 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 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.As per directed by Engineer in-charge |
| 124 | Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete withdrop on SoildPlus reflective glass beads @ 300 gm / Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform andfreefromstreaksandholes,includingsurfacecleaningandcostofallmaterialsetc. complete. As per directed by Engineer in-charge |
| 125 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with 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/ cum, 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 by Engineer-in charge , compacting with vibratory roller,inishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.As per directed by Engineer in-charge |
| 126 | Providing and laying White Topping as per IRC-SP 76-2015 over bituminous surface(Existing bituminous surface preparation to be done if necessary either by milling or levelling course with BM/DLC to correct surface profile and to be paid separately) with unreinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement(OPC 43/OPC 53-Grade) at 357kg/cum and 105 kgs of Fly Ash (Replacement of Fly Ashto the extent of 15% and Fine aggregate by 10%) coarse aggregate, fine aggregate andAdmixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fibre as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fibre at 1.20 kg/cum,mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with mechanical paver finisher, spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface,groove cutting grid 1m x 1m to a depth of 1/3 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, sealing joints labour and HOM of machineries etc. complete as per specifications. As per directed by Engineer in-charge |
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