ADB-PUN-09Total Works 08 Nos. Tal. Ambegaon

Amount

Proposed Upgradation & Maintenance of Road from SH 50 Londhemala to Shindewadi Road CH 0/000 to CH 2/375 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per MORD Technical Specification Clause 201.and as directed by Engineer in charge.

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. (B) By Mechanical Means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

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

Providing and laying dry rubble soling complete as per drawings and as per MORD Technical specifications Clause 1303 Including all leads & lifts and as directed by Enginner In charge

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

Providing Speed Breaker Rumblers- Supplying and Fixing of speed breaker Rumblers 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 MORTH technical Specification clause 810 & as directed by Engineer in charge

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete.

Proposed Upgradation & Maintenance of Road from SH-129 Chincholi To Thakarwadi Road CH 0/000 to CH 4/475 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead & lift as per MORD Technical Specification Clause 301.4.and as directed by Engineer in charge.

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. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. Dismantling of Structures (I) By Manual Means (B) Cement Concrete

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. C) Above 900 mm dia Hume pipe

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2Providing, 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 404. Water Bound Macadam with crushable screening (B) By Mechnical means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

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. 1 Row x 1200 mm Dia

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

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

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

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 as per MORD technical specification Clause 1204.3.84 and as directed by Engineer in charge

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M40 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,(excluding dowel bars and Polythene)

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) 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

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010, and 1202

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)"" MORTH 810

Providing and laying dry rubble soling complete as per drawings and as per MORD Technical specifications Clause 1303 Including all leads & lifts and as directed by Enginner In charge

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Citizen Information Board Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) As per directed by Engineer incharge.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

Providing and Fixing Rubber moulded speed breakers at Junctions, acute curve for restricting vehicular speed of size 500x350x 50mm.

Proposed Upgradation & Maintenance of Road from SH 50 Manipur to Sondemala Road CH 0/000 to CH 2/270 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

Soil Stabilisation-Stabilization of in-situ (existingpavement crust) or soil or otherwise sub-base course upto the required depth by cold in-situ recycling using chemical additives/otherwise: Providing pulverizing,spreading,milling and mixing of chemical additives at the rate of minimum 750 ml/cum require quantity as per job mix design in accordance with IRC37-2012.Cementitious additive @ rate of minimum 4% should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system.The additive spreader shall have variable working width sufficient to cover whole pavement lane.The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2,4 nit and with minimum engine horse power of 440 kw with a variable working depth of minimum 50 cm.The resultant stabilised mix then would be profiled to the required grade ,level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combition with smooth whell roller to achieve desired proctor density as per IRC 37-2012 and complete in all respects and curing with water as required including all materials, labor.

Providing and laying a Stress Absorbing Membrane Interlayer (SARI)/ bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per scam of paving grade bitumen 80 - 100 penetration/ emulsion as per requirement and as directed by Engineer in Charge

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

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

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. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar709, 1204.3.7

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.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010, and 1202

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) Spec : MORTH-810

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

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 as per MORD technical specification Clause 1204.3.84 and as directed by Engineer in charge

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing Spped Breaker Rumblers- Supplying and Fixing of spead breaker Rumblers As per directed by Engineer incharge.

Proposed Upgradation & Maintenance of Road from MDR 21 Jawale to Laygudewasti Road CH 0/000 to CH 2/250 (LR-21, VR-197) in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. (B) By Mechanical Means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

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. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

Providing Speed Breaker Rumblers- Supplying and Fixing of speed breaker Rumblers As per directed by Engineer incharge.

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete.

Proposed Upgradation & Maintenance of Road from MDR-13 Nirgudsar to Cholichamala Road CH Km 0/000 to CH Km 2/640 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Setting Out Reference Bench mark one per kilometer, working benchmarks for per Kilometers and One near all drainage Structures and Bridges, Reference Pillars at 50m interval on both sides of formation widths Including marking of Centreline , Setting out Curves and RTecording of Levels etc. complete as directed by Engineer incharge

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead & lift as per MORD Technical Specification Clause 301.4.and as directed by Engineer in charge.

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2Providing, 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 404. Water Bound Macadam with crushable screening (B) By Mechnical means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

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

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith 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

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

Providing and Fixing Rubber moulded speed breakers at Junctions, acute curve for restricting vehicular speed of size 500x350x 50mm.

Proposed Upgradation & Maintenance of Road from ODR 39 Bhagdi to Jadhavwadi Road CH 0/000 to CH 4/900 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

Soil Stabilisation-Stabilization of in-situ (existingpavement crust) or soil or otherwise sub-base course upto the required depth by cold in-situ recycling using chemical additives/otherwise: Providing pulverizing,spreading,milling and mixing of chemical additives at the rate of minimum 750 ml/cum require quantity as per job mix design in accordance with IRC37-2012.Cementitious additive @ rate of minimum 4% should be spread on the existing pavement using a mobile truck mounted containerized cement/additive spreader with microprocessor controlled weighing and spreading system.The additive spreader shall have variable working width sufficient to cover whole pavement lane.The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2,4 nit and with minimum engine horse power of 440 kw with a variable working depth of minimum 50 cm.The resultant stabilised mix then would be profiled to the required grade ,level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combition with smooth whell roller to achieve desired proctor density as per IRC 37-2012 and complete in all respects and curing with water as required including all materials , labor

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and laying a Stress Absorbing Membrane Interlayer (SARI)/ bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per scam of paving grade bitumen 80 - 100 penetration/ emulsion as per requirement and as directed by Engineer in Charge

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

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Construction of toe walls for protection of slopes as per drawing and technical specifactions Clause 1302.5

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

Providing Spped Breaker Rumblers- Supplying and Fixing of spead breaker Rumblers As per directed by Engineer incharge.

Proposed Upgradation & Maintenance of Road from MDR 21 (Khadki) To Bhormala Road CH 0/000 to CH 0/800 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead & lift as per MORD Technical Specification Clause 301.4.and as directed by Engineer in charge.

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 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 404. Water Bound Macadam with crushable screening (B) By Mechnical means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

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) Spec : MORTH-810

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

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith 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

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

Providing and Fixing Rubber moulded speed breakers at Junctions, acute curve for restricting vehicular speed of size 500x350x 50mm.

Proposed Upgradation & Maintenance of Road from SH 112 (Manchar) to Ganjalewasti CH 0/000 to CH 1/000 in Taluka : Ambegaon, District : Pune

Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 milimeter, 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 all lift and all lead including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per MORD Technical Specification Clause 201 and as directed by Engineer in charge. A) Non thorny jungle.--- By Mechanical Means

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. C) Above 900 mm dia Hume pipe

Excavation for roadway 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 section, and transporting to the embankment location with all leads & lifts as per MORD Technical Specification Clause 32.3 (iii) Excavation in soil using Hydraulic Excavator and Tippers with disposal upto all leads and as directed by Engineer in charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all leads & lifts, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MORD Technical Specification Clause 302.3.5 and as directed by Engineer in charge.

Construction of Embankment with Material Obtained 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 MORD Technical Specification Clause 301.5 and as directed by Engineer in charge.

Construction of embankment with approved material obtained from borrow pits with transporting to site with all leads & lifts,Spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification Clause 301.5 A and 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 compacted to meet requirement of Table 300.2 as per MORD Technical Specification Clause 303.1. and as directed by Engineer in charge.

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at Optimum Moisture Content, and compacting with Vibratory roller to achieve the desired density, complete as per MORD Technical Specification Clause 401and as directed by Engineer in charge. . Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method --Grading II,CBR not less than 30%

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 3 as per MORD Technical Specification Clause 404.and as directed by Engineer in charge. Water Bound Macadam (B) By Mechanical means ( Grading III using stone screening)

Water Bound Macadam with Crushable Screenings - WBM Grading 2Providing, 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 404. Water Bound Macadam with crushable screening (B) By Mechnical means

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 505. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Providing and applying tack coat with Bitumen emulsion (Rapid Setting -1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 and as directed by Engineer in charge.

Providing, laying and rolling of open-graded premix carpet of 20 milimeter thick as composed of 13.2 milimeter to 5.6 milimeter aggregates using VG30 grade bitumen at at the rate of 1.46 kg/sqm and laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant & transportation with all lead & lift , laying and rolling with a three wheel 80-100 kiloNewton static roller capacity, finished to required level and grades as per MORD Technical Specification Clause 508.and as directed 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 (VG 30 Bitumen at rate of 0.98kg/sqm) as per MORD Technical Specification Clause 510 and as directed by Engineer in charge.

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge. i) Ordinary Soil

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures i) Ordinary Rock ( not requiring blasting )

Earthwork in excavation for structures as per drawing and MORD technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads & lifts , dressing of sides and bottom and backfilling in trenches with excavated suitable material and as directed by Engineer in charge . Excavation for Structures Hard rock ,IV. (blasting prohibited)

Providing concrete for plain concrete in open foundations complete as per drawings and as per MORD technical specifications Clause 802, 803, 1202 & 1203 Plain Cement Concrete grade Mix 10 Including all leads & lifts and as directed by Engineer in charge.

Plain/reinforced cement concrete in substructure complete as per drawings and as per MORD technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Including all leads & lifts and as directed by Engineer in charge Plain Cement Concrete grade M 15

Providing and laying reinforced cement concrete pipe Non Pressured 3 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 as per MORD technical specification Clause 1106 and as directed by Engineer in charge. 1000 Milimeter Non Pressure-3 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-2 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-2 Pipe

Providing and laying reinforced cement concrete pipe Non Pressured-3 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 as MORD technical specifactions Clause 1106 and as directed by Engineer in charge. 600 Milimeter Non Pressure-3 Pipe

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 MORTH technical Specification clause 810 & as directed by Engineer in charge

Providing and laying dry rubble soling complete as per drawings and as per MORD Technical specifications Clause 1303 Including all leads & lifts and as directed by Enginner In charge

Construction of toe walls for protection of slopes as per drawing and MORD technical specifactions Clause 1302.5 and as directed by Engineer in charge II) Plain Cement Concrete grade Mix 10 .

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kilogram laid dry complete as per drawing and as per MORD technical specifications Clause 1301 and as directed by Engineer in charge.

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Reinforced cement concrete Mix 15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 grade 200 Meter. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD Technical Specification Clause 1703 and as directed by Engineer in charge.

Reinforced cement concrete Mix15 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 MORD Technical Specification Clause 1704 and as directed by Engineer in charge.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be 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 ncluding stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings and as directed by Engineer in charge.

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three Mild Steel Plates of 1.6 milimeter thick, top and middle plate duly welded with Mild Steel flat iron 25milimeter x 5milimeter size on back on edges. The lower plate will be welded with Mild Steel angle iron frame of 25milimeter x 25milimeter x 5milimeter. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 number. 75milimeter x 75 milimeter of 12 SWG sheet tubes posts duly embedded in cement concrete Mix-15 grade blocks of 450milimeter x 450milimeter x 600milimeter, 600milimeter below ground level. The top most diamond plate will be welded to middle plate by 47milimeter x 47milimeter of 12 SWG steel plate tube. All Mild Steel 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 & MORD Clause 1701 and Annexure 1700.1and as directed by Engineer in charge.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 milimeter thick Mild Steel. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 milimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 milimeter x 47milimeter of 12 SWG Square tube of 3050 milimeter height duly strengthened by 25 milimeter x 5 milimeter Mild Steel flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with Mix-15 grade cement concrete 450 milimeter x 450 milimeter x 600 milimeter, 600 milimeter below ground level as per approved drawing and MORD Technical Specification Clause 1701 and 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 milimeter thick Mild steel Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & as per MORD Clause 1701.2.2 and as directed by Engineer in charge. 900 Milimeter Equilateral Triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing as per MORD tecnical specification Clause 1701.2.2 and as directed by Engineer in charge. 600 Milimeter circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 milimeter thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 milimeter 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 47milimeter x 47 milimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with Mix-15 grade cement concrete 450x450x600 milimeter, 600 milimeter below ground level as per approved drawing & MORD Clause 1701.2.2 and as directed by Engineer in charge. 800 x 600 Milimeter rectangular

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and as per MORTH technical Specification clause 806 & 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.complet and as per MORTH technical Specification clause 803.4 & as directed by Engineer in charge

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. Dismantling Stone Masonry as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

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

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mmwith 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

White washing two coats on parapet walls and tree trunks including preparations of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and applying two coats of oil paint including priming coat on concrete/masonary/asbestos Cement plastered surfaces, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scafolding if necessary, clenaing and preparing the surface etc. Complete

Providing and Fixing Rubber moulded speed breakers at Junctions, acute curve for restricting vehicular speed of size 500x350x 50mm.

M/s.Shree associates