Road Furniture work at Kotla Road Bamba Chaurahe under Road Safety

Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectrorising glass beeds @ 250gms per sqm area thickness of 2.50mm is excludive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (chapter 27, item no.-1) (Road Marking)

Providing and laying of hot applied thermoplastic compound 5mm thick including reflectrorising glass beeds @ 500gms per sqm. Area, thiclness of 5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be level, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. (Repeted Bar Marking)

Supply, Fixing & erection of built up Cantiliver Structure 6m span complrising of one vertical posts of 6.00M height made up of 300mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12mm MS plate at bottom. The horizontal truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS pipe as bracing & 10mm MS plate at bottom for fixing to vertcal post as per structure design & drawing with one of steel primer and two coats of syntheic enemel plant. The work includes construction of RCC foundation of size 90×90m of required depth as per site condition for built up structure including earth work in excavation 100mm thick lean concrete in 1:4:8 cement coarse sand and 40mm guage stone ballast. RCC with hand 1:2:4 cement coarse sand and 20mm guage stone grit including supply and fixing of 25mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearance and complete. Installation work shall be as per relevant cluases of MORTH specification section 800 and IRC 67 2010 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 royalty, VAT etc all T&P machine, material and labour required for proper completion of work as per direction of E/I.

Retro-Reflective Sheeting type FV with 4 mm thick ACM Double Sida: 3 Providing & fixing of reffective signs with a comosion resistant 4 mm thick with 6.4 to 0.5 mm both sidealuminium skin aluminium composite panet face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67.2012 retro reflective sheeting with back frame Its angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MoRTH specification No-80137 The sheeting shall have a pressure-sensitive adhesive of the aggressive-1ack type requiring no real solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheating manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with riveting Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4056-09 sh be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of reira refection, daytime colour and luminance, shrinkage, flexibility, Iner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years cutdoo weathering and its having passed these lesis shall be obtained from Intemational Govemman Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching o product by the manufacture in abroad. Atematively, a certificate conforming to ASTM Specification 10 4556-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for performance guarantee which would be released after receipt of certificate meeting the requirement c three years cutdoor weathering of the sheeting as per IRC 67 2012 & Proof of the same Report shall b uploaded which quoting lender. The rate shall include all materials, latour, TSP, transportation installation and incidentals all complete as per direction of the Engineer-in-Charge

12m-15 m Span Over Head Structure with 300 dia MS-two vertical post Supply, fang & eraction of built up Overhead Structure of 12-15 span comprising of two vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 min MS piare al top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class MS. pipe and 40 mm da heavy MB pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.50x0.90x150 m of required depth as par site condiion for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 13.5 (cement coarse sand and 40 mm gauge stone batast and RCC M-25 cement concrete including supply and fixing of 25 mm da Foundation Bolts 600 mm long as per provision of No structure cesign including cost of renforcement & stuttering The later vertical crearances and complete, bistataton work shall be as per relevant clauses of MORTSH 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 crana, inclusive of al taxeslate) T&P machine, material and labour required for proper completion of work as per direction of Engineer-in charge

Delineator Supply & Fixing of MS Delineator made of Mild steel with pure polyester powder coaling with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion The surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metat guide poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 600 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Polos shail conform to Type XI sheeting specifications as per IRC:67 and ASTM D4950 which would ensure to obtaint clear visibility of the road alignment during night time. The Reirs reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory / Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Incian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meoling the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, TAP, transportation, installation and incidentals ali complete as per direction of the Engineer-in-Charge

Supply and fixing of raised pavement marker (cat eye) of approved quality of spring poly strength with curve corner technology made of USA prismatic lens fix with bituminous adhesive as per MORT&H specification, at an interval of 6.0 meter.

Table Top Speed-BreakerProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects