Maharashtra Rural Road Development Agency Tender

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 Incharge.

Removing all types of Hume pipes ,Above 600 mm to 900 mm dia Hume pipe- 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 Incharge.

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 compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, As per directed by Engineer Incharge.

Construction of Embankment with Material Obtained from borrow pits- Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, As per directed by Engineer Incharge.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal - 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 including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.

Removal of Unsuitable Soil and Disposal - Removal of unsuitable soil including excavation, loading and disposal including all lifts lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11, As per directed by Engineer Incharge.

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal - 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 including all lifts and leads, 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 Incharge.

Excavation in Hard Rock (blasting prohibited) (Mechanical Means)-Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal including all lifts and leads, 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 Incharge.

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 compacted to meet requirement of Table 300.2 including all lifts and leads as per Technical Specification Clause 303.1., As per directed by Engineer Incharge.

Bill No. 2 -Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Granular Sub-base with Well Graded Material (Table 400.1) - By Mix in Place Method - For Grading II Material- 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 401., As per directed by Engineer Incharge.

Water Bound Macadam with crushable screening (B) By Mechnical means 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, As per directed by Engineer Incharge.

Water Bound Macadam Sub-base/base ( using crusher broken Metal &stone screening) (B) By Mechanical means- 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 , As per directed by Engineer Incharge.

Modified Penetration Macadam - 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. A) 50 mm thick Bitumen (S-65) 60/70- VG-30., As per directed by Engineer Incharge.

Tack Coat i) Prepared bituminous surface- Above MPM-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 Incharge.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder By Mechanical Means- 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. (excluding seal coat)- Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm , As per directed by Engineer Incharge.

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 as per Technical Specification Clause 510, As per 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 specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures i) 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 including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures i) Ordinary Rock ( not requiring blasting )

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 including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, As per directed by Engineer Incharge.- P.C.C grade M 10

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, As per directed by Engineer Incharge. P.C.C grade M 15

Providing and Laying Reinforced Cement Concrete Pipe NP3 of 1000 mm dia as per Design in Three/Two/Single Row- Providing and laying reinforced cement concrete pipe NP3 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., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP2 of 600 mm dia as per Design in Single Row- Providing and laying reinforced cement concrete pipe NP2 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., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP3 600 mm dia as per Design in Single Row- Providing and laying reinforced cement concrete pipe NP3 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., As per directed by Engineer Incharge.

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)", As per directed by Engineer Incharge.

Gabion wall- Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS16014:2012 having zinc plus PVC coating of over all diameter of 3.7mm and tying lacingwire of 3.2 mm with edge wire confirming to over all dia meter 4.4 mm edges being mechanically selvedge including placing in position,fitting neatly with trap stone rubble(15 to23 cm) all loose ends to be securely tied( Excluding transportation) etc.complete.( In Dry condition and for under water installation extra cost to be considered), As per directed by Engineer Incharge

Bill No. 4 - Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 600 MM Equilateral Triangle, As per directed by Engineer Incharge.

Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 600 MM circular, As per directed by Engineer Incharge.

Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 800 x 600 MM rectangular, As per directed by Engineer Incharge.

Direction and Place Identification signs upto 0.9 sqm size 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 ASTM D4956-09 specifications , fixed over 4mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with are as not exceeding 0.9sqm .Supported in mild steel angle iron post 75x75x6mm-3.5 mtr height ,firmly fixed to the grounf 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 are a Less than 0.9 sqm). 7 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 exposurere port 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 retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting., As per directed by Engineer Incharge.

Reinforced cement concrete M15 grade Fifth Kilometer 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 Incharge. i) Fifth Kilometer Stone (Precast)

Reinforced cement concrete M15 grade Kilometer 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 Incharge. ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade 200 M. 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 Incharge. iii) 200 m stone (precast)

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 Incharge.- Boundary Pillar

Thermoplastic Compound Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete., As per directed by Engineer Incharge.

STANDARD METAL DELINEATOR- Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof., As per directed by Engineer Incharge.

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

Hazard Markers- Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one MS.angle iron post of 50mmx50mmx6mm 1.8 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:2.5:3 (M-15 Grade) concrete block of size 45cm x45cmx60cm .including transportation etc . complete, As per directed by Engineer Incharge

Providing and Fixing 'Logo' of MMGSY Project: Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 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 per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The 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. 75mm x75mm x 12 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 lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square 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 retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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, As per directed Engineer Incharge.

Providing and Fixing 'MMGSY LOGO Board' at Every 2 Km- Providing and fixing of typical PMGSY 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 Engineer Incharge.

Citizen/Maintenance Information Board-MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDAP 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4, As per directed by Engineer Incharge.

Proposed Upgradation/ Improvement and Maintenance of road from TR-11 to Gokul Phata to Hambharne Pandharpani Road from ch 0/000 to ch 13/230 (Skip Length from Ch. 4/750 to 5/875, 6/420 to 8/200 & 8/450 to 10/450) Tal- Patan, Dist-Satara. Bill No. 5 - Site Clearance, Dismantling and Earth Works Clearing and Grubbing Road Land-By mechenical means-In area of non-thorny jungle- 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, including all lifts, leads and 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 Incharge.

Clearing and Grubbing Road Land- By Mechanical Means - In area of thorny jungle- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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,up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as perTechnical Specification Clause 201., As per directed by Engineer Incharge.

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means- 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 per directed by Engineer Incharge.

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 Incharge.

Removing all types of Hume pipes ,Above 600 mm to 900 mm dia Hume pipe- 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 Incharge.

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 compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, As per directed by Engineer Incharge.

Construction of Embankment with Material Obtained from borrow pits- Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, As per directed by Engineer Incharge.

Excavation in Soil using Hydraulic Excavator and Tippers with disposal - 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 including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.

Removal of Unsuitable Soil and Disposal - Removal of unsuitable soil including excavation, loading and disposal including all lifts lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11, As per directed by Engineer Incharge.

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal - 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 including all lifts and leads, 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 Incharge.

Excavation in Hard Rock (blasting prohibited) (Mechanical Means)-Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal including all lifts and leads, 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 Incharge.

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 compacted to meet requirement of Table 300.2 including all lifts and leads as per Technical Specification Clause 303.1., As per directed by Engineer Incharge.

Bill No. 6 -Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work Granular Sub-base with Well Graded Material (Table 400.1) - By Mix in Place Method - For Grading II Material- 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 401., As per directed by Engineer Incharge.

Water Bound Macadam with crushable screening (B) By Mechnical means 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, As per directed by Engineer Incharge.

Water Bound Macadam Sub-base/base ( using crusher broken Metal &stone screening) (B) By Mechanical means- 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 , As per directed by Engineer Incharge.

Tack Coat ii)on the prepared dry and hungry bituminous surface - Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503., As per directed by Engineer Incharge.

Modified Penetration Macadam - 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. A) 50 mm thick Bitumen (S-65) 60/70- VG-30., As per directed by Engineer Incharge.

Tack Coat i) Prepared bituminous surface- Above MPM-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 Incharge.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder By Mechanical Means- 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. (excluding seal coat)- Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm , As per directed by Engineer Incharge.

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 as per Technical Specification Clause 510, As per directed by Engineer Incharge.

Cement Concrete Pavement- Construction of un-reinforced ,dowel jointed at expansion and construction joint only, plaincement concrete pavement ,thickness as per design,overaprepared sub base, with 43 grade cement or any other type as per Clause1501.2.2M30(Grade),coarse and fine aggregates con forming to IS:383, maximum size of coarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcherusing approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the form work as per drawing), spreading the concrete withshovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying de bondings trips, primer, sealant, admixturesas approved, curing of concretes labs for14-days, using curing compound (where pecified) and water finishing to lines and grade as per drawing and Technical Specification Clause1501(excluding dowel bars and Polythene sheet), As per directed by Engineer Incharge.

Cement concrete wearing course M 30 grade Including reinforcement- Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3, As per directed by Engineer Incharge.

Bill No. 7 -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 including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures i) 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 including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures i) Ordinary Rock ( not requiring blasting )

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 including all lifts and leads, dressing of sides and bottom and backfilling in trenches with excavated suitable material., As per directed by Engineer Incharge. Excavation for Structures Hard rock ,IV. (blasting prohibited)

Foundation - Dewatering - For Open Foundation - For Return- for Medium dewatering- Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required., As per directed by Engineer Incharge

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, As per directed by Engineer Incharge.- P.C.C grade M 10

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, As per directed by Engineer Incharge. P.C.C grade M 15

P.C.C grade M 20- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,As per directed by Engineer Incharge

R.C.C M 30 Superstructure- Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, As per directed by Engineer Incharge

Construction of R.C.C. railing of M 25 grade- Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208., As per directed by Engineer Incharge

Reinforcement- Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202, As per directed by Engineer Incharge

Providing and Laying Reinforced Cement Concrete Pipe NP3 of 1000 mm dia as per Design in Three/Two/Single Row- Providing and laying reinforced cement concrete pipe NP3 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., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP2 of 600 mm dia as per Design in Single Row- Providing and laying reinforced cement concrete pipe NP2 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., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP3 600 mm dia as per Design in Single Row- Providing and laying reinforced cement concrete pipe NP3 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., As per directed by Engineer Incharge.

Railing- Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2, As per directed by Engineer Incharge.

P. V.C. pipe 100 mm Dia- 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, As per directed by Engineer Incharge.

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)", As per directed by Engineer Incharge.

Providing and laying filter media-Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8, As per directed by Engineer Incharge.

Providing expansion joints with 25 mm thick bituminous pad as per detailed drawings etc.complete., As per directed by Engineer Incharge

Tar paper bearing- Providing tar paper bearing including laying in proper position etc. complete., As per directed by Engineer Incharge

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normals ze metalin specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metalin layers and hard murum including watering and compaction with power roller etc. complete., As per directed by Engineer Incharge

Hazard Markers- Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one MS.angle iron post of 50mmx50mmx6mm 1.8 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:2.5:3 (M-15 Grade) concrete block of size 45cm x45cmx60cm .including transportation etc . complete, As per directed by Engineer Incharge

Gabion wall- Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS16014:2012 having zinc plus PVC coating of over all diameter of 3.7mm and tying lacingwire of 3.2 mm with edge wire confirming to over all dia meter 4.4 mm edges being mechanically selvedge including placing in position,fitting neatly with trap stone rubble(15 to23 cm) all loose ends to be securely tied( Excluding transportation) etc.complete.( In Dry condition and for under water installation extra cost to be considered), As per directed by Engineer Incharge

Bill No. 8 - Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 600 MM Equilateral Triangle, As per directed by Engineer Incharge.

Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 600 MM circular, As per directed by Engineer Incharge.

Traffic Signs - B) Semi Reflective Traffic Signs- Providing and Fixing of Retro Reflectorised 900 mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTMD 4956 09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 25 x 25x3 mm mild steel angle as approved, supported on a mild steel angle iron post 65 mm X 65mm X6 mm 3.5 m tr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cmX 45cm X60cm, 60 cm below ground level as per approved drawing. Both border & background shall be retroreflective as per TypeIV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & acertified copy of thre eyears outdoor exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be atleast 2.6 mtr. above ground level)Specification: IRC 67: 2012. There shall be astamp behind the ACP sheet carrying then ame of the supplier ,Name of sheeting Manufacturer ,Type of retroreflective sheeting, Installation month & year ,Warranty period for retro reflective sheeting. 800 x 600 MM rectangular, As per directed by Engineer Incharge.

Direction and Place Identification signs upto 0.9 sqm size 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 ASTM D4956-09 specifications , fixed over 4mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with are as not exceeding 0.9sqm .Supported in mild steel angle iron post 75x75x6mm-3.5 mtr height ,firmly fixed to the grounf 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 are a Less than 0.9 sqm). 7 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 exposurere port 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 retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting., As per directed by Engineer Incharge.

Reinforced cement concrete M15 grade Fifth Kilometer 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 Incharge. i) Fifth Kilometer Stone (Precast)

Reinforced cement concrete M15 grade Kilometer 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 Incharge. ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade 200 M. 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 Incharge. iii) 200 m stone (precast)

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 Incharge.- Boundary Pillar

Thermoplastic Compound Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete., As per directed by Engineer Incharge.

STANDARD METAL DELINEATOR- Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification.The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof., As per directed by Engineer Incharge.

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

Providing and Fixing 'Logo' of MMGSY Project: Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 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 per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The 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. 75mm x75mm x 12 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 lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square 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 retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 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, As per directed Engineer Incharge.

Providing and Fixing 'MMGSY LOGO Board' at Every 2 Km- Providing and fixing of typical PMGSY 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 Engineer Incharge.

Citizen/Maintenance Information Board-MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDAP 013 (11) /3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4, As per directed by Engineer Incharge.