M/o Road (P/L Thermoplastic Paint, Road Safety Work and Signage Boards on Internal and External Road in Sector-62 and Road No.-6), Noida.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising. Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated / Tranvers bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.

Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS)or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced , damaged , get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (With shank) UPPWD SOR:-MORTH-804 (8.35)-Suggestiv

Flexible Median Marker as per IRC IRC 79:20-2019 Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or serve whether. Flexible Median Markers shall be provided with fluorescent Yellow colour retro reflective sheeting type XI as per IRC 67, flexible Median Marker shall be of tough high impact resistant injection molded thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound, bounce back property the sheeting shall be type XI confirming to IRC 67 and it should be own both the faces whereby providing maximum reflectivity at I, anger distance with adequate durability The logo of the manufacturer shall be embossed on either side of the body during the injection molding process FMM shall be fixed by a combinitation of apoxy adhesive and grouting drilling on concrete Median of properly constructed solid medians. Height. The marker height shall be a median of 180mm, width 120mm and body thickness 6.5mm, the shanks shall not be less than 20mm and depth shall not be less than 30mm reflective area shall not be less than 90cm square proof of the same report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg confirming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50kg. Tensile loads confirming to ASTM D638 method, The rate shall be include all materials,labours, T&P transportation installation and incidentals all complete as per direction of the Engineer-In-charge .

Tubular Markers (Spring post or Spring Bollard) S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material, T&P etc. for propar completion of the work. (i) 700 mm Height

Road Delinator (8,19) Delineator: Supply & Foung of M S Dotinemor made of Mild steel with pure polyestur powder costing win the minimum thickneas of powder coating of pot less than 40 micron for protection againti corrosion The surface should be concented to that thane should not be any exposed surface wilhout powder coating, Azematively, these metal guide poles can be concealed with thermoplastic body. The posts shall have lan elipseidal or circular design with the height of the pole shall be 800 to 000 mm above tha ground wah about 200 to 300 mm base which can be anchored onto the ground, Mild steal Guide Poles shall conform to Type XI anenting specifications as por IRC:OT and ASTM D4000 which would ensure to octant clear visibilly of the road alignment during night time. The Retro reflectivo sheeting shal be tasted for A cenificate of having the sheating losted for coeficient of retro rafection, daytime colour and luminance, shankage, fleckily, trer rmoval, adhesion, impact resistance, apecutar gloss and tungus rosistance, years outdoor weathering and its having passed these lests shall be obtained trom Infamational Govemment Laboratory / Insillute by the manufacturer of the sheeting and in case the No certificate is obtained from international concilion, it siould also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specfication (D4056-00) on artificial accelerated neathering requirements from a reputed laboratory in India can be accepted provisionally. In such a stuation, the Employer / Client, il so desires. could seek for a performance guarantee which woud be released alter recaipt of canilicate meeting the requrement of three years outdoor weatnering of the sheating as per IRC G7.2012 & Prool of the same Report shall be uploaded which quoting tonder. The rate shat include all materials, labour, Tap transportation, installation and incidentala all complete as per drection of the Engineer-in-Charge

Supply & fixing of bollard made (Single Side ) out of 2mm Thick aluminium Sheet face to be coverd with high intensity prismatic grade type IV sheating Legends Letters numerals and border etc should be as per MoRTH Specification No.-801.37. Welded poly shaped to make it monothic pillar Size 1200mm high bollard is having a frame 900x600mm and 600m m dia for fixation made out of 35 x 35 x 5mm angle iron and from side is fully cover (Size of foundation of 0.43x 0.45x.60m)

Supply & fixing of collective Sign board (Single side) of size 1.50x1.20m retro Reflective Sheeting of HIP Grade type-lV the board shall be fixed on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick ACM sheet of Standard make as per MORTH Specification the board shall be fixed using 2 man post 45x5x60cm cement concrete foundation the stainless steel joint welding of SS pipe work shall be band and grinder properly including bufling so an to give uniform shining at weded joints the retro reflective sheeting shall be tested for a certificate of having the sheet tested for certificent of retro reflection dynamic colour and luminance, shookage, flaxibilty, liner removal adhes on impact resistance spreading glass and fungus resistance 3 year outdoor weathering and it having passed these tests shall be contained from international /goverment laboratory institute by the manifacture of the sheeting and case the certificate is obtained from international condition. it should also be obtained from indian condition within 3 year of launching of product bt he manifacture in abroad alternatively a certificate conforming to ASTM Specification (D 4955-09) on artificial accelrated weathening Requirment from a reputed laboratory in india can be accepted provisionally in such a situation the employer/clients desires could seek for a performance guarntee which would be mieased after receipt of certificate greeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 2012 legends letters numerals and borders etc should be as per MoRTH Specification No. 80137 proof of the same in form of government report shall be uploaded while quoting tender

12 m-15 m Span Over Head Structure with 300 dia MS two vertical post Supply, foing & eraction of built up Overhead Structure of 1251-1514 span comprising of two vernica posts of 8 00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mim MS plate at top & 12 mm M S plate at bottom. The horizonte Truss shall comprise of 50 mm dia heavy class MS pipe and 40 mm dia heavy MS pice as trang & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steer primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 6.90x0.90x1.50 m of required depth as per site condition for tult up structure including Earth work in excavation 100 mm thick Lean Concrete in 1.38 (cement coarse sand and 40 mm gauge stone balast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall include cost of design, fabrication supply transportations, Local shifting Erection of Signage structure using crane inclusive of af taxes alca T&P machine material and labour required for proper completion of walk as per direction of Engineer-In-charge.

6M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction of built up Carclever Structure 6 m span comprising of one verucal posts of 6.00 M height made up of 300 mm AB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mit dia reavy class MS. pipe and 40 mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structura design & drawing with one of steel primer and two couts of syntheac enamel plant. The work includes construction of RCC Foundation of size 0.90×0.90x1.50 m of requred depth as per site condition for built up structure including Farth work in excavation 100 mm thick Lean Concrete in 1.3.6 cement coarse sand and 40 mm gauge stone ballast and RCC -M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical dearances and complets. Installation work shall be as per relevant clauses of MORT&H specification section 100 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. af T&P machine material and labour required for proper completion of work as per direction of Engineer in-charge