ADB SOL (II) 09 Upgradation and maintenance of 1) TR-5 to Shingoli Road km 1/000 to 6/300 2) NH - 65 to Kuranwadi Road km 0/000 to 5/000 Block Mohol Dist. Solapur.

Amount

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.In area of non-thorny jungle

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.By Mechanical Means

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.

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 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 Soil & Hard Murum

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

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 all leads and lifts as per Technical Specification Clause 303.1.

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. 100% P.D.

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.

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401By mix in Place method

WBM Grading 2 (Crushable Screenings)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

WBM Grading 2 (using Crusher Broken Metal & stone screening)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Modified Penetration Macadam (MPM 50 mm thick) Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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. as per Technical Specification Clause 508. By Mechanical Means

Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means

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

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 suitable material.Ordinary soil

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 suitable material.Hard rock (blasting prohibited)

Providing dry rubble stone soling including hand packing etc.complete.

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 including white washing paint etc completed.

Providing and laying reinforced cement concrete pipe NP3 1000 mm diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR ITEM NO.13.2)

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 5th Kilometer Stone (Precast)

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 Ordinary Kilometer Stone (Precast)

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 200 m stone (precast)

Reinforced cement concrete M15 grade boundary pillars ( Edge Stones) / 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

Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600 mm size, rivete dwith MS angle ironframe of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle ironframe of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat ironframe will be done neatly to have plain surface on one side. The angle ironframe of Both the plates will be welded to a 75mmx75mmx12 swg Mild steel post at/Tube Centre and this post 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 1200 mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY/PMGSY logo, letters and numeral sonthe 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 ClassA or ClassB type retroreflective sheeting using modern technology printing plat form. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The in k sused for printing shall be ecofriendly with VOC emissions complying to UL2801 standards and specifications for the different kinds of plat forms. The printe dsign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retroreflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(SOR ITEM NO.10.16 ) A) Retro Reflective sheeting class-A

Direction and Place Identification signs with size more than 0.9 sqm size board (Village Name Board)Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4 mmt hick ACP sheet supported with Back support frame of 35x35x5 mm mild steel angle with are as not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm-3.5mt rheight, firmly fixed to the ground by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT & H specification No.801) (for area Less than 0.9 sqm). 7 Both border & background shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. The reshall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. SOR Item no. 10.3 (B)

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm equilateral triangle

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm x 450 mm rectangular

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm Circular

MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age Manual/Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. 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 post sand steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed A) Retro Reflective Class-A Sheeting

Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be done by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

Providing and laying reinforced cement concrete pipe NP2 -600 mm Daimeter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

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

Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Upgradation and maintenance of B) NH - 65 to Kuranwadi Road km 0/000 to 5/000 Block - Mohol , Dist. Solapur.

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.In area of non-thorny jungle

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.By Mechanical Means

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.

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 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 Soil & Hard Murum

Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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

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 all leads and lifts as per Technical Specification Clause 303.1.

Construction of subgrade and earthen ShouldersConstruction 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. 100% P.D.

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.

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401By mix in Place method

WBM Grading 2 (Crushable Screenings)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405

WBM Grading 2 (using Crusher Broken Metal & stone screening)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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

Modified Penetration Macadam ( MPM 50 mm thick ) Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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. as per Technical Specification Clause 508. By Mechanical Means

Providing and laying liquid seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 By Mechanical Means

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

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 suitable material.(SOR ITEM NO. 11.1 )Ordinary soil

Providing dry rubble stone soling including hand packing etc.complete.

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 including white washing paint etc completed.

Providing and laying reinforced cement concrete pipe NP3- 1000 mm Daimeter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying boulder apron for bed protection and technical specifications Clause 1301

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 (SOR ITEM NO. 6.4 )

I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR ITEM NO.13.2)

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 5th Kilometer Stone (Precast)

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 Ordinary Kilometer Stone (Precast)

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 200 m stone (precast)

Reinforced cement concrete M15 grade boundary pillars ( Edge Stones) / 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

Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600 mm size, rivete dwith MS angle ironframe of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle ironframe of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat ironframe will be done neatly to have plain surface on one side. The angle ironframe of Both the plates will be welded to a 75mmx75mmx12 swg Mild steel post at/Tube Centre and this post 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 1200 mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY/PMGSY logo, letters and numeral sonthe 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 ClassA or ClassB type retroreflective sheeting using modern technology printing plat form. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The in k sused for printing shall be ecofriendly with VOC emissions complying to UL2801 standards and specifications for the different kinds of plat forms. The printe dsign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retroreflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(SOR ITEM NO.10.16 ) A) Retro Reflective sheeting class-A

Direction and Place Identification signs with size more than 0.9 sqm size board (Village Name Board)Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4 mmt hick ACP sheet supported with Back support frame of 35x35x5 mm mild steel angle with are as not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm-3.5mt rheight, firmly fixed to the ground by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT & H specification No.801) (for area Less than 0.9 sqm). 7 Both border & background shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. The reshall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. SOR Item no. 10.3 (B)

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm equilateral triangle

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm x 450 mm rectangular

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mmX65mmX6mm-3.5mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level as per approved drawing. Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposure report from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification:IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting,Installation month & year, Warranty period for retro reflective sheeting.(SOR ITEM NO.10.2 (B) )600 mm Circular

MMGSY/PMGSY Citizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specification sand latest PMGSY Sign age Manual/Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35x35x5mm thic kM. Sangle shall be welded by two vertical M.S angle of 5mm thick to 75mmx75mm of 12 SWG square tubes/75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mmx600mmx75mm, below ground level . MMGSY/PMGSY logo, letter sand numer also n the ACP should be made up of Retro Reflective sheeting of Class-A/Class-B grade as per the latest MORD section1700 specifications (Refer Circuler no. NRRDA-P 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo /MMGSY Logo/Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retroreflective sheeting manufacturer and printe dsign shall conform to retroreflective values as laid down in IRC67-2012. The inks used for printing shall bee co friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of plat forms. 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 post sand steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed A) Retro Reflective Class-A Sheeting

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be done by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

Providing and laying reinforced cement concrete pipe NP2 600 mm Diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

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

Vijayshing Patil