Maharashtra Rural Road Development Agency Tender

(iii) Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 SR.NO.3.5 P.NO 13 (III)

(iii) Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m,Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.8 P.NO.14

Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 12

Construction of Embankment with Material Obtained from Borrow Pits,Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13

Construction of Subgrade and Earthen Shoulders,Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 15

Preparation of Foundation for Embankment,Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means, Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. SR.NO.3.1 P.NO 12

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. SR.NO 11.10 P.NO 81

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

(A) By Mix in Place Method,Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 18

2)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 meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2B P.NO 20

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) roadsurface including all mataerials, preparing the existing road surface, spreading 40mm.stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubbleobtained by blasting) heating and spraying the bitumen of specified grade @ 1.75g/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) SR.NO 3.37 A P.NO 32

(i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.SR.NO 5.2 P.NO 25

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. SR.NO 5.9 P.No. 27

Seal Coat,Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 SR.NO 5.12 P.NO 28

Cement Concrete Pavement,Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 SR.NO 6.4 P.NO.30

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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SR.NO 11.1 P.NO 43 I. Ordinary soil

II. Hard rock (blasting prohibited)

Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete SR.NO 11.01 P.NO 81

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 SR.NO 11.4 P.NO 45 For Face wall

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m SR.NO 12.5 P.NO 47 P.C.C grade M 15

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row,Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. SR.NO 9.3 P.NO 34 1000 mm dia

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SR.NO 13.3 P.NO 50

II) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 SR.NO 12.9 P.NO 48

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

Kilometre Stone,Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 SR.NO 10.10 P.NO 38 5th Kilometre Stone (precast)

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Boundary Pillar,Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 SR.NO 10.11 P.NO 38

Providing and Fixing 'Logo' of MMGSY Project,Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 SR.NO 10.16 P.NO 39

B.Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 SR.NO 10.3 P.NO 36

B.Semi Reflective Traffic Signs,Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 SR.NO 10.2 P.NO 36 600 mm equilateral triangle

600 mm x 450 mm rectangular

900 x 1200 m board & 1200 X 1200 MM BOARD

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm 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 5mm steelplate.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.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16A P.NO 39

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 54

MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information board as per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. SR.NO 10.23 A P.NO 40

Providing and fixing Cautionary/Warning sign boards in Octagone size of           mm made out of         mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.750 mm made out of 2mm aluminum sheet PWD SSR 2022-23 I NO 6.31 A

Providing and laying of Plastirib T or equivalent raised profile edge line marking (audiblevibratory) with special hot applied thermoplastic road marking compound according toIRC 35 : 2015, Clause 7.7 with2 mm thick base coat layer above that ribs profile size oflength 40 mm x width 140 mm x height 6mm thick (Total 8 mm thick) at the distance of250 mm between two ribs including reflectorizing glass beads @ 250 gm / sq. mtr. area.The minimum and maximum width of raised profile should be 150 mm. The thickness of8 mm profil should be exclusive of surface applied glass beads. The finished surface to beexclusive of surface applied glass beads. The finished surface to be levelled, uniform andfree from streaks and holes, to be applied on edge lines I NO 51.124 P.NO.385

FRP Beam Crash Barrier -- Type - A, W : FRP Beam Crash Barrier (Providing and erecting a W "FRP beam crash barrier comprising of 3 mm thick corrugated sheet FRPbeam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform toIS:14856 (2000) and IS:18319 (2015), FRP beam rail to be fixed on the vertical post witha spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"As directed by Engineer incharge I NO 51.193 P.NO.409

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. SR.NO 10.2 P.NO 57

Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads @ 300 gm / Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete. PWD SSR 2022-23 I NO 51.126 B

NAME OF WORK: Upgradation and Maintenance of Borgaon Tupe to Nandgaon to District Border Road Km 0/00 to 8/375 Block - Tuljapur Dist - Osmanabad

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and Grubbing Road Land-By mechenical means-In area of non-thorny jungle- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including all lifts, leads and including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201, As per directed by Engineer Incharge.

Clearing and Grubbing Road Land-By Mechanical Means -In area of thorny jungle- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including all lifts, leads and including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201, As per directed by Engineer Incharge.

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material including all lifts and leads as per Technical Specification Clause 202, As per directed by Engineer Incharge. Rubble Stone Masonry in Cement Mortar

Above 600 mm to 900 mm dia Hume pipe-Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202, As per directed by Engineer Incharge.

Construction of Embankment with Material Obtained from Roadway Cutting- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5, As per directed by Engineer Incharge.

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

Excavation in Soil using Hydraulic Excavator and Tippers with disposal - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location including all lifts and leads as per Technical Specification Clause 302.3, As per directed by Engineer Incharge.

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

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal - Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site including all lifts and leads, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5, As per directed by Engineer Incharge.

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

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

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

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

Water bound macadam with crushable screening (B) by mechenical means 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 405.- WBM Grading 2, As per directed by Engineer Incharge.

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

Modified Penetration Macadam - Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 505., As per directed by Engineer Incharge. A) 50 mm thick Bitumen (S-65) 60/70- VG-30

Tack Coat i) Prepared bituminous surface- Above MPM-Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503., As per directed by Engineer Incharge.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade) Binder By Mechanical Means- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat)- Bitumen ( S- 65) 60/70- VG-30 @ 1.460 kg per sqm , As per directed by Engineer Incharge.

Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510, As per directed by Engineer Incharge.

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

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

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

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

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

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

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

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

Providing and Laying Reinforced Cement Concrete Pipe NP3 of 1000 mm dia as per Design in Three/Two/Single Row- Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP2 of 600 mm dia as per Design in Single Row- Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106., As per directed by Engineer Incharge.

Providing and Laying Reinforced Cement Concrete Pipe NP3 of 600mm dia as per Design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106., As per directed by Engineer Incharge.

Rubble Filling (For B.C. Soil)- Filling in foundation trenches as per drawing and technical specification Clause 305.3.9, As per directed by Engineer Incharge.

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

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

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

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

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

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

Direction and Place Identification signs upto 0.9 sqm size board - Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retroreflective sheeting of High Intensity prismatic grade conforming to IRC-67:2012 & Type IV standards of ASTM D4956-09 specifications , fixed over 4mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with are as not exceeding 0.9sqm .Supported in mild steel angle iron post 75x75x6mm-3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M20 grade cement concrete 45cmX45cmX60cm, 60cm below ground level complete (as per MoRT&H specification No.801)(for are a Less than 0.9 sqm). 7 Both border & back ground shall be retroreflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years out door exposurere port from an independent test lab for the product of fered shall be submitted by the contractor (Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting., As per directed by Engineer Incharge.

Reinforced cement concrete M15 grade Fifth Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, As per directed by Engineer Incharge. i) Fifth Kilometer Stone (Precast)

Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, As per directed by Engineer Incharge. ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade 200 M. stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703, As per directed by Engineer Incharge. iii) 200 m stone (precast)

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704, As per directed by Engineer Incharge.- Boundary Pillar

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

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

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

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

Sign Board of MMGSY / PMGSY Project Information-: Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor, As per directed by Engineer Incharge.

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

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