ADBLAT10

Amount

IMPROVEMENT AND MAINTENANCE OF ROAD FROM DAPKA TANDA TO SH-244 (NILANGA) (VR-41) ROAD KM 0/000 TO 2/600

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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. By Mechanical Means. In area of non-thorny jungle. As directed by Engineer Incharge.

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.As directed by Engineer Incharge.

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 using Hydraulic Excavator and Tippers.As directed by Engineer Incharge.

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 Incharge.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.2. As directed by Engineer Incharge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. As directed by Engineer Incharge.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. As directed by Engineer Incharge.

Providing and laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material in single Row including fixing coller with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. As directed by Engineer Incharge.

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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 rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material. As directed by Engineer Incharge.

Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to there quired density Grading 2 as per Technical Specification Clause 405.By Mechanical Means. As directed by Engineer Incharge.

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 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to there quired density Grading3 as per Technical Specification Clause 405.By Mechanical Means. As directed by Engineer Incharge.

Construction of 50 MM thick penetration macadam over prepared base by providing a layer of compacted crushed coarse agregate using chips spreader with alternate applications of bituminous binder (S-65) 60/70 - VG-30 and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Techical specification Clause 506. 50 mm thick. As directed by Engineer Incharge.

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 bituminius surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by Engineer Incharge.

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 by Paver finisher 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 TypeA or TypeB or TypeC as per Technical Specification Clause 508. (excluding seal coat) By Mechanical Means. Bitumen (S-65) VG-30. As directed by Engineer Incharge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and crossfall using TypeA as per Technical Specification Clause 510. By Mechanical Means. Bitumen (S-65) VG-30. As directed by Engineer Incharge.

Providing and fixing in position mild steel 25mm dia dowel bars precoated with anti corrosive epoxy paint of re4quired dia 60 cms. Long and at 30cms c/c and whereever directed including handling straightening , necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of bulkheads lubricatinbg half length with bitumionous ads directed etc. complete. As directed by Engineer Incharge.

Construction of un-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 drawing and Technical Specification Clause 1501. As directed by Engineer Incharge.

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and technical specification 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 suitable material. As directed by Engineer Incharge.

I. Ordinary soil

II. Ordinary rock

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202,&1203.Grade M-10 . As directed by Engineer Incharge.

Plain /reinforced cement concrete in sub Structure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202and1204 Grade M-15. As directed by Engineer Incharge.

Providing and laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in single Row including fixing coller with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clause 1106. As directed by Engineer Incharge.

1000 mm dia

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. As directed by Engineer Incharge.

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade 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 directed by Engineer Incharge.

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Reinfored cement concrete M15 grade boundary pillars (Edge Stones) local stone of standard design as per IR C:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical specifiction Clause 1704. As directed by Engineer Incharge.

Providing and fixing of typical retro reflective MMGSY/PMGSY Project informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing.The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as perc lause 17001.3. The topmost plate will be of 3mm ACP in diamond shape of 600x600 mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mmx75mmx12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lowermost plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate bys quare steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printed sign shall conform to retrore flective values as laid down in IRC67-2012. The inks used for printing shall be ecofriendly 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 laminateand shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge..A warranty for 5/7 years for the Retro reflective sheeting forClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube 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. As directed by Engineef Incharge.

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 directed by Engineer Incharge.

Village Name board 800 MM X 600 MM rectangular

600 mm Circular

600 mm x 450 mm rectangular

Painting Lines, Dashes , Arrows, etc. on Road in Two coats on New Work. With ready mixed road marking paint confirming to IS: 164 on bituminious / concrete surface, including cleaning the surface of all dirt, dust and other forgin matter, demarcation at site and traffic control as per drawing and Technical Specification clause 1702

Providing and Fixing of Retro Reflectorised 300 X 900 mm Hazard Marker boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 2.7 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Hazard Marker boards of 30 x 90 cm Rectangle. Spec. No.: IRC-67 of 2012

MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specifications and latest PMGSY Signage Maual/Circuler and drawing. Two ACP (Aluminum Composite Panel) sheets of 4mm thick, of 900mmx750mm size fixed at top & bottom dulyri vetted with MS angles of 35x35x5mm thick M.Sangle shall be welded by tw overtical M.S angle of 5mm thick to 75 mm x75 mm of 12 SWG squaretubes/ 75mm Dia Pipe posts duly embedded in cement concreteM-20 grade blocks of 600mmx600mmx75mm , below ground level. MMGSY/PMGSY logo,letters and numer also the AC P should be made up of Retro Reflective sheet in g 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 Aor Class B typeretro reflective sheet in gusingmodern technology printing platform.Th eprinter shall be approved by the retroreflective sheet in manufacturer and printed sign shall conform to retroreflective values as laid down in IC67-2012. The inks used for printing shall be ecofriendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platfoms.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 sheet in grespectively 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 Clause1701andAnnexure1700.1(10.16).Thedesign, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 . As directed by Engineer Incharge.

UPGRADATION OF ROAD FROM JAU TO NANAND SH-238- ROAD KM 0/000 TO 4/300 BLOCK DEONI DIST LATUR

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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. By Mechanical Means. In area of non-thorny jungle. As directed by Engineer Incharge.

Dismantling of existing structures like ulverts,bridges, retaining wall and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material withall lift and lead of 1000m as per technical specifiaction Clause 202.As directed by Engineer Incharge.

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 TO 900 mm dia. Hume pipe. As directed by Engineer Incharge.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and crosssections, 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

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

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 Incharge.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.2. As directed by Engineer Incharge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. As directed by Engineer Incharge.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. As directed by Engineer Incharge.

Providing and laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material in single Row including fixing coller with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. As directed by Engineer Incharge.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Bill No. 2 Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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 rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material. As directed by Engineer Incharge.

Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to there quired density Grading 2 as per Technical Specification Clause 405.By Mechanical Means. As directed by Engineer Incharge.

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 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to there quired density Grading3 as per Technical Specification Clause 405.By Mechanical Means. As directed by Engineer Incharge.

Construction of 50 MM thick penetration macadam over prepared base by providing a layer of compacted crushed coarse agregate using chips spreader with alternate applications of bituminous binder (S-65) 60/70 - VG-30 and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Techical specification Clause 506. 50 mm thick. As directed by Engineer Incharge.

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 bituminius surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.As directed by Engineer Incharge.

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 by Paver finisher 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 TypeA or TypeB or TypeC as per Technical Specification Clause 508. (excluding seal coat) By Mechanical Means. Bitumen (S-65) VG-30. As directed by Engineer Incharge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and crossfall using TypeA as per Technical Specification Clause 510. By Mechanical Means. Bitumen (S-65) VG-30. As directed by Engineer Incharge.

Construction of un-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 drawing and Technical Specification Clause 1501. As directed by Engineer Incharge.

Bill No. 3 Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and technical specification 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 suitable material. As directed by Engineer Incharge.

I. Ordinary soil

II. Ordinary rock

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202,&1203.Grade M-10 . As directed by Engineer Incharge.

Plain /reinforced cement concrete in sub Structure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202and1204 Grade M-15. As directed by Engineer Incharge.

Providing and laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in single Row including fixing coller with cement mortor 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clause 1106. As directed by Engineer Incharge.

1000 mm dia

1200 mm dia

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. As directed by Engineer Incharge.

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 As directed by Engineer Incharge

Bill No. 4 Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete M15 grade 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 directed by Engineer Incharge.

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Reinfored cement concrete M15 grade boundary pillars (Edge Stones) local stone of standard design as per IR C:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical specifiction Clause 1704. As directed by Engineer Incharge.

Providing and fixing of typical retro reflective MMGSY/PMGSY Project informatory sign board with Logo as per section 1700 of MORD specifications and latest PMGSY Signage Manual/Circuler and drawing.The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as perc lause 17001.3. The topmost plate will be of 3mm ACP in diamond shape of 600x600 mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. 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 lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mmx75mmx12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lowermost plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate bys quare steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. 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 retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printed sign shall conform to retrore flective values as laid down in IRC67-2012. The inks used for printing shall be ecofriendly 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 laminateand shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge..A warranty for 5/7 years for the Retro reflective sheeting forClass-AandClass-B respectively, from original manufacturer shall be submitted by contractor.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube 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. As directed by Engineef Incharge.

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 directed by Engineer Incharge.

600 mm equivalent Trangle

600 mm Circular

600 mm x 450 mm rectangular

Providing and Fixing of Retro Reflectorised 300 X 900 mm Hazard Marker boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 2.7 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Hazard Marker boards of 30 x 90 cm Rectangle. Spec. No.: IRC-67 of 2012

MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specifications and latest PMGSY Signage Maual/Circuler and drawing. Two ACP (Aluminum Composite Panel) sheets of 4mm thick, of 900mmx750mm size fixed at top & bottom dulyri vetted with MS angles of 35x35x5mm thick M.Sangle shall be welded by tw overtical M.S angle of 5mm thick to 75 mm x75 mm of 12 SWG squaretubes/ 75mm Dia Pipe posts duly embedded in cement concreteM-20 grade blocks of 600mmx600mmx75mm , below ground level. MMGSY/PMGSY logo,letters and numer also the AC P should be made up of Retro Reflective sheet in g 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 Aor Class B typeretro reflective sheet in gusingmodern technology printing platform.Th eprinter shall be approved by the retroreflective sheet in manufacturer and printed sign shall conform to retroreflective values as laid down in IC67-2012. The inks used for printing shall be ecofriendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platfoms.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 sheet in grespectively 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 Clause1701andAnnexure1700.1(10.16).Thedesign, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 . As directed by Engineer Incharge.

Narendra R Kale

M/s S.N. Khatib and Co.