ADB SOL (II) 08 Upgradation and Maintenance of road from A) Andhalgaon to Shelewadi-Asabewadi-Marapur B) Damaji Karkhana Chowk to Bramhapuri road C) Mangalwedha to Mundhewadi road Block Mangalwedha Dist. Solapur

Amount

Upgradation& Maintenance of road from Andhalgaon to Shelewadi-Asabewadi-Marapur km 0/00 to 9/500 ( TR8, ODR-90 ) Block -Mangalwedha Dist. Solapur.

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 millimeter, 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 meter including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per Technical Specification Clause 201.(A) In area of non-thorny jungle. as directed by Engineer in Charge.

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 meter as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar. as directed by Engineer in Charge.

Removing all types of Hume pipes and stacking within all lift and lead of 1000 meter including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) Above 600 millimeter to 900 millimeter dia Hume Pipe as directed by Engineer in Charge.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubic meter 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 all lift and lead as per Technical Specification Clause 302.3 as directed by Engineer in Charge.

Setting out by fixing chainage Stone / Benchmark Stone / Center Stone/ Apex Stone in earth and all sorts of soil and soft murum including conveying excavated material, fixingstone, including paintaining lettering One Numbers and back filling etc. complete.

Scarifying the existing bituminous road surface to a depth of 150 millimeter and disposal of scarified material with a lift up to 3 meter and lead up to 1000 m as per Technical Specification Clause 301.4. by Mechanical Means. as directed by Engineer in Charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (A) With lead up to 1000 m. as directed by Engineer in Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead up to 1000 meter as per Technical Specification Clause 303.1. as directed by Engineer in Charge.

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

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II)For Grading II Material. as directed by Engineer in Charge.

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. (B)By Mechanical Means. as directed by Engineer in Charge.

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 millimeter thick Bitumen (S-65) 60/70- VG-30. as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge.

20millimeter thick Open-Graded Premix Carpet using waste plastic with Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 millimeter thickness composed of 13.2 millimeter to 5.6 millimeter 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) By Mechanical Means (II) Bitumen (S-65) VG-30 using Waste Plastic as direct by engineer in charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 B)By Mechanical Means Type A (Liquid Seal Coat) Bitumen (S-65) VG-30. as directed by Engineer in Charge.

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

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 up to a lead of 50 meter , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Up to 3 meter depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cubic meter) as directed by Engineer in Charge.

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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge. IV. Hard rock (blasting prohibited) Up to 3 meter depth including 1.5 meter depth in hard rock.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (ii) Rubble filling (For Black cotton Soil).as directed by Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by Engineer in Charge.

Filling annular space around footing in rock as per technical specification Clause 1203.4.3. M15

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III) R.C.C. grade M-20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Reinforced Cement Concrete M 25 grade approach slab including reinforcement @ 50kg/Cum and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Providing and laying cement concrete wearing course M30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing tar paper bearing of approved quality in proper size etc. complete

Expansion joint with 25 mm thick bitumenous pad

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Providing 0.90 metre thick metal mat of rubble oversize metal for specified thickness a per detailed drawing including supplying all materials hand packing rubble spreading metal and hard murum including watering and compaction with power roller etc. complete.

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

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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure2 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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure3 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. (B) 1000 millimeter dia. as directed by Engineer in Charge.

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)

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

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

Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder as directed by Engineer in Charge.

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

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 200 meter Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. as directed by Engineer in Charge.

Citizen Information Borad Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Sign Board of MMGSY / PMGSY Project Information : 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 / Circular and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specifications 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 embedded 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 Circular 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.

Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per Indian Road Congress:67 made of 2 millimeter thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 millimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 millimeter x 47millimeter of 12 SWG Square tube of 3050 millimeter height duly strengthened by 25 millimeter x 5 millimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 millimeter x 450 millimeter x 600 millimeter, 600 millimeter below ground level as per approved drawing and Technical Specification Clause 1701. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2. ii) 600 millimeter equilateral triangle as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter x 450 millimeter rectangular. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter Circular as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 vi) 900 millimeter Octagonal as directed by Engineer in Charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS molded 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 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Indian Road Congress No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 millimeter, 100 millimeter and 102 +/- 2 millimeter and with minimum reflective area of 13 Square centimeter 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 millimeter and height not less than 30+/- 2 millimeter) from the body is to be a minimum value of 500 Kilogram. 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 directed by Engineer in Charge.

Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimeter high above ground level, painted black and white in 15 centimeter wide strips, fitted with 80x100millimeter rectangular or 75millimeter dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress: 79 and the drawings as directed by Engineer in charge.

Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67)

Upgradation& Maintenance of road from Damaji Karkhana Chowk to Bramhapuri road km 0/00 to 6/300 ( TR10, VR102 ) Block -Mangalwedha Dist. Solapur.

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 millimeter, 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 meter including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per Technical Specification Clause 201.(A) In area of non-thorny jungle. as directed by Engineer in Charge.

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 meter as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar. as directed by Engineer in Charge.

Removing all types of Hume pipes and stacking within all lift and lead of 1000 meter including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) Above 600 millimeter to 900 millimeter dia Hume Pipe as directed by Engineer in Charge.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubic meter 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 all lift and lead as per Technical Specification Clause 302.3 as directed by Engineer in Charge.

Setting out by fixing chainage Stone / Benchmark Stone / Center Stone/ Apex Stone in earth and all sorts of soil and soft murum including conveying excavated material, fixingstone, including paintaining lettering One Numbers and back filling etc. complete.

Scarifying the existing bituminous road surface to a depth of 150 millimeter and disposal of scarified material with a lift up to 3 meter and lead up to 1000 m as per Technical Specification Clause 301.4. by Mechanical Means. as directed by Engineer in Charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (A) With lead up to 1000 m. as directed by Engineer in Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead up to 1000 meter as per Technical Specification Clause 303.1. as directed by Engineer in Charge.

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

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II)For Grading II Material. as directed by Engineer in Charge.

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. (B)By Mechanical Means. as directed by Engineer in Charge.

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 millimeter thick Bitumen (S-65) 60/70- VG-30. as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge.

20millimeter thick Open-Graded Premix Carpet using waste plastic with Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 millimeter thickness composed of 13.2 millimeter to 5.6 millimeter 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) By Mechanical Means (II) Bitumen (S-65) VG-30 using Waste Plastic as direct by engineer in charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 B)By Mechanical Means Type A (Liquid Seal Coat) Bitumen (S-65) VG-30. as directed by Engineer in Charge.

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

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 up to a lead of 50 meter , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Up to 3 meter depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cubic meter) as directed by Engineer in Charge.

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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge. IV. Hard rock (blasting prohibited) Up to 3 meter depth including 1.5 meter depth in hard rock.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (ii) Rubble filling (For Black cotton Soil).as directed by Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by Engineer in Charge.

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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure2 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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure3 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. (B) 1000 millimeter dia. as directed by Engineer in Charge.

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)

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder as directed by Engineer in Charge.

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

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 200 meter Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. as directed by Engineer in Charge.

Citizen Information Borad Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Sign Board of MMGSY / PMGSY Project Information : 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 / Circular and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specifications 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 embedded 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 Circular 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.

Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per Indian Road Congress:67 made of 2 millimeter thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 millimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 millimeter x 47millimeter of 12 SWG Square tube of 3050 millimeter height duly strengthened by 25 millimeter x 5 millimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 millimeter x 450 millimeter x 600 millimeter, 600 millimeter below ground level as per approved drawing and Technical Specification Clause 1701. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2. ii) 600 millimeter equilateral triangle as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter x 450 millimeter rectangular. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter Circular as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 vi) 900 millimeter Octagonal as directed by Engineer in Charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS molded 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 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Indian Road Congress No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 millimeter, 100 millimeter and 102 +/- 2 millimeter and with minimum reflective area of 13 Square centimeter 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 millimeter and height not less than 30+/- 2 millimeter) from the body is to be a minimum value of 500 Kilogram. 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 directed by Engineer in Charge.

Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimeter high above ground level, painted black and white in 15 centimeter wide strips, fitted with 80x100millimeter rectangular or 75millimeter dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress: 79 and the drawings as directed by Engineer in charge.

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.

Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67)

Upgradation& Maintenance of road from Mangalwedha to Mundhewadi road km 0/00 to 8/800 ( TR01, ODR-52 ) Block -Mangalwedha Dist. Solapur.

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 millimeter, 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 meter including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per Technical Specification Clause 201.(A) In area of non-thorny jungle. as directed by Engineer in Charge.

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 meter as per Technical Specification Clause 202. (B)Rubble Stone Masonry in Cement Mortar. as directed by Engineer in Charge.

Removing all types of Hume pipes and stacking within all lift and lead of 1000 meter including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) Above 600 millimeter to 900 millimeter dia Hume Pipe as directed by Engineer in Charge.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubic meter 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 all lift and lead as per Technical Specification Clause 302.3 as directed by Engineer in Charge.

Setting out by fixing chainage Stone / Benchmark Stone / Center Stone/ Apex Stone in earth and all sorts of soil and soft murum including conveying excavated material, fixingstone, including paintaining lettering One Numbers and back filling etc. complete.

Scarifying the existing bituminous road surface to a depth of 150 millimeter and disposal of scarified material with a lift up to 3 meter and lead up to 1000 m as per Technical Specification Clause 301.4. by Mechanical Means. as directed by Engineer in Charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (A) With lead up to 1000 m. as directed by Engineer in Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead up to 1000 meter as per Technical Specification Clause 303.1. as directed by Engineer in Charge.

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

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II)For Grading II Material. as directed by Engineer in Charge.

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. (B)By Mechanical Means. as directed by Engineer in Charge.

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 millimeter thick Bitumen (S-65) 60/70- VG-30. as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge.

20millimeter thick Open-Graded Premix Carpet using waste plastic with Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 millimeter thickness composed of 13.2 millimeter to 5.6 millimeter 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) By Mechanical Means (II) Bitumen (S-65) VG-30 using Waste Plastic as direct by engineer in charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 B)By Mechanical Means Type A (Liquid Seal Coat) Bitumen (S-65) VG-30. as directed by Engineer in Charge.

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

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 up to a lead of 50 meter , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Up to 3 meter depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cubic meter) as directed by Engineer in Charge.

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 all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge. IV. Hard rock (blasting prohibited) Up to 3 meter depth including 1.5 meter depth in hard rock.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (ii) Rubble filling (For Black cotton Soil).as directed by Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by Engineer in Charge.

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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure2 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. (D) 600 millimeter dia. as directed by Engineer in Charge.

Providing and laying reinforced cement concrete pipe Non Pressure3 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. (B) 1000 millimeter dia. as directed by Engineer in Charge.

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)

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder as directed by Engineer in Charge.

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

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 200 meter Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. as directed by Engineer in Charge.

Citizen Information Borad Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Sign Board of MMGSY / PMGSY Project Information : 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 / Circular and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specifications 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 embedded 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 Circular 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.

Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per Indian Road Congress:67 made of 2 millimeter thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 millimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 millimeter x 47millimeter of 12 SWG Square tube of 3050 millimeter height duly strengthened by 25 millimeter x 5 millimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 millimeter x 450 millimeter x 600 millimeter, 600 millimeter below ground level as per approved drawing and Technical Specification Clause 1701. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2. ii) 600 millimeter equilateral triangle as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter x 450 millimeter rectangular. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter Circular as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 vi) 900 millimeter Octagonal as directed by Engineer in Charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS molded 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 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Indian Road Congress No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 millimeter, 100 millimeter and 102 +/- 2 millimeter and with minimum reflective area of 13 Square centimeter 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 millimeter and height not less than 30+/- 2 millimeter) from the body is to be a minimum value of 500 Kilogram. 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 directed by Engineer in Charge.

Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimeter high above ground level, painted black and white in 15 centimeter wide strips, fitted with 80x100millimeter rectangular or 75millimeter dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress: 79 and the drawings as directed by Engineer in charge.

Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67)

Chetan Construction, Mangalwedha