ADB NDD II 06

Amount

MSH-16 (Ambulga) to Wakhrad -Mundewadi Km 0/000 to 8/200, Taluka -Kandhar, District:- Nanded

Bill No. 1 Site Clearance, Dismantling and Earth Works

Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 )

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.(Item No. 3.2/ P.No. 13)

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 . (Item No. 3.5(III) / P.No. 14)

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 Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 13 ) for P.D. 95% to 100%

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 ( Item No. 3.4 A / Page No. 13 )

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

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401..(Item No.4.1 (A) (ii) /P.No.19)

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 roller 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 2 as per Technical Specification Clause 405. (Item No. 4.8 (2) (B)/ P.No. 22)

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506 (Item No. 5.5 (A))

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. (Item No. 3.14 / P.No.16)

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (ii) / P. No. 27)

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. (I.No. 5.9- II (l) / P.No. 29)

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

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510. Type A, B.By Mechanical Means. Case - II -Type B, (i) VG-30(Item No. 5.12- B / 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Item No. 11.1 (I) (ii)

Providing concrete for plain cement concrete M-10 in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. (Item No. 11.4 (I) (i)) (By using OPC 43 Grade Cement)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble filling (Item No. 11.2 (II))

Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I)(i))

Providing Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. (Item No. 12.5 (III) )

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (Item No. 12.6)

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4 (D) / P.No. 34)

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 1000m as per Technical Specification Clause 202. (Item No. 2.5 (II) (I)A)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Upto 600 MM DIA

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 600 MM- 900 MM DIA

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.13) Above 900 MM DIA

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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 (Item No. 9.3)

Providing weepholes in plain 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 (Item No. 12.9 (a)

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

Supplying and fixing Reinforced cement concrete M-15 grade 5th KM Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.9 (i) / P.No. 41)(By using OPC 43 Grade Cement)

Supplying and fixing 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. (I.No. 10.10 (ii) / P.No. 41)

Supplying and fixing Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (iii) / P.No. 41)

Supplying and fixing Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11 / P.No. 41)(By using OPC 43 Grade Cement)

Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for traffic as per specification, including painting, fixing cationary boards etc. complete and as directed by Engineer-in-Charge.

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification clause 1702 (Item No. 10.8 / P.No. 40)

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(item no 10.16)

Traffic Signs-Retro-reflectorised Traffic Signs,roviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701( item no 10.2)

Providing and erecting direction and place identification retro?reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701( Item no 10.3)

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 / Circular 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 Circular no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All 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 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

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.

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. (PWD CSR Item no 2018,Page Number 402)

Providing and laying 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 .(Item No.12.9 (B))

2 NH-161 A to Khatgaon-Degaon-Paratpur Upto NH-63 Km 0/000 to 8/460, Taluka -Mukhed, District:- Nanded

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle(I no 2.2)

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. I.NO.3.2

Excavation of soil using hydraulic excavator and tipper with disposal upto 1000 m Excavation for road way in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper trimming bottom and side slope in accordance with requirement of lines and grades and cross section and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per technical specification clause 302.30

Excavation in Hard Rock (controlled blasting) 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 302.3.5

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and watering compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer.(I no 3.3)

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 as per Technical Specification Clause 301.5

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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete.

Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete

Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 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 etc. complete.

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

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete.

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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber.

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

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.....Specification Clause 1501

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

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.(SOR Item No.2 6 b)

Removaing all types of Hume pipes and stacking within a lead of 750 m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202.SOR Item No.2.7 b)

Earthwork in excavation for structures as per drg abd tech specification clause 305-1 including setting out construction of shoring and bracing removal of stumps and other deterous material and disposal up to a lead of 50 m dissing of sides and bottom and backfilling in trenches with excavated sutable material (SOR Item No.11.1 ii)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 )

Providing and Laying Reinforced Cement Concrete pipe NP-3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.3 B)

Providing and Laying Reinforced Cement Concrete pipe NP-2 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.4 D)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slpe and compacted to meet requirement of Tble 300.2 with lead upto 1000 m as per technical specification clause 300.1 (SOR I.No. 3.11)

Providing and laying cement concrete wearing course M 20 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

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

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

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.

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.

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling below raft and in cantilever return

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble filling below cutt off

Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Specifications: MoRT&H (5 th Rev ) 1700,2304 Item Code: BR-5 Item Number: 68 - i b / 24 Rate Abstract Unit: 15.000 Cubic Meter -- ()

Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (iii)R.C.C. grade M 30 for Deck slab

Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2019-20)

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete

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

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

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete

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 (Rate is excluding Royalty for stone boulder)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and Laying Reinforced Cement Concrete pipe NP-2 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.4 B) for Diversion

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

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For KM Stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For 200 M Stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For 5th KM stone

Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10)

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

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.(I No 10.20)

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 galvanized 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)"(MMGSY SOR I No 16.16)

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

MMGSY/PMGSYCitizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specifications and latest PMGSY Signage Maual/Circular and drawing.Two ACP (Aluminum Composite Panel)sheets of 4mm thick,of 900 mmx750 mm size fixed at top & bottom duly rivet ted with MS angles of 35x35 x5mm thick M.S angle shall be welded by two vertical M.S angl eof 5 mmt hick to 75 mmx75mm of 12 SWG square tubes/75 mm DiaP ipe posts duly embedded in cement concrete M-20 grade blocks of 600 mm x 600 mmx75mm,below ground level.MMGSY/PMGSY logo,letter sand 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 Circularno.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 retroreflective sheet in gusing modern technology print in gplatform.The printer shall be approved by the retroreflective sheet in gmanufacturer and printed sign shall conform to retroreflective values as laid down in IC 67-2012.The in ksused for printing shall be eco friendly with VOC emission scomplying to UL 2801 standard sand specification sfor the different kind so fplatfoms.The printed sign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 yearsf or Class A and Class B sheet in grespectively for traffic colors.All sections off ramed posts and steel tube will be painted with prime rand two coats of epoxy paints as per drawing Clause 170 1and Annexure1700.1(10.16).Thedesign,painting and letter in gshallbe done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge..A warranty for 5/7years for the Retrore flective sheeting for Class-AandClass-Brespectively,fromoriginalmanufacturer shall be submitted by contractor

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

Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.

Direction and Place Identification signs with size more than 0.9 sqm size board Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. 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.

3) NH-63 to Bamani-Ramwadi Km 0/000 to 6/980 , Taluka -Mukhed, District:- Nanded

Bill No. 1 Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material, up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete.(A) In area of non-thorny jungle(I no 2.2)

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. I.NO.3.2

Excavation of soil using hydraulic excavator and tipper with disposal upto 1000 m Excavation for road way in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading tipper trimming bottom and side slope in accordance with requirement of lines and grades and cross section and transporting to the embankment location with a lift upto 1.50m and lead upto 1000m as per technical specification clause 302.30

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and watering compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer.(I no 3.3)

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 as per Technical Specification Clause 301.5

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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete.

Construction of granular sub-base to Grading I by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve the desired density etc. complete

Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 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 etc. complete.

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

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete.

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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber.

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

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.....Specification Clause 1501

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

Earthwork in excavation for structures as per drg abd tech specification clause 305-1 including setting out construction of shoring and bracing removal of stumps and other deterous material and disposal up to a lead of 50 m dissing of sides and bottom and backfilling in trenches with excavated sutable material (SOR Item No.11.1 ii)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 )

Providing and Laying Reinforced Cement Concrete pipe NP-3 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.3 B)

Providing and Laying Reinforced Cement Concrete pipe NP-2 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.4 D)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slpe and compacted to meet requirement of Tble 300.2 with lead upto 1000 m as per technical specification clause 300.1 (SOR I.No. 3.11)

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

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

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For KM Stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For 200 M Stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.10) For 5th KM stone

Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10)

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

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.(I No 10.20)

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 galvanized 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)"(MMGSY SOR I No 16.16)

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

MMGSY/PMGSYCitizen's information Board-Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specifications and latest PMGSY Signage Maual/Circular and drawing.Two ACP (Aluminum Composite Panel)sheets of 4mm thick,of 900 mmx750 mm size fixed at top & bottom duly rivet ted with MS angles of 35x35 x5mm thick M.S angle shall be welded by two vertical M.S angl eof 5 mmt hick to 75 mmx75mm of 12 SWG square tubes/75 mm DiaP ipe posts duly embedded in cement concrete M-20 grade blocks of 600 mm x 600 mmx75mm,below ground level.MMGSY/PMGSY logo,letter sand 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 Circularno.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 retroreflective sheet in gusing modern technology print in gplatform.The printer shall be approved by the retroreflective sheet in gmanufacturer and printed sign shall conform to retroreflective values as laid down in IC 67-2012.The in ksused for printing shall be eco friendly with VOC emission scomplying to UL 2801 standard sand specification sfor the different kind so fplatfoms.The printed sign shall be laminated by UV protected laminate and shall carry awarranty of 5 years & 7 yearsf or Class A and Class B sheet in grespectively for traffic colors.All sections off ramed posts and steel tube will be painted with prime rand two coats of epoxy paints as per drawing Clause 170 1and Annexure1700.1(10.16).Thedesign,painting and letter in gshallbe done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge..A warranty for 5/7years for the Retrore flective sheeting for Class-AandClass-Brespectively,fromoriginalmanufacturer shall be submitted by contractor

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

Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.

Direction and Place Identification signs with size more than 0.9 sqm size board Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 mtr height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. 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.