| 1 | 1 | Providing and erecting a \"Thrie\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810. (M-15 Cement Concrete Size 0.30x0.30x1.15 mt) (as per fig.-1 attached) (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 811.3 and IS/IRC codes.) | BI01010001010000000000000515BI0100001113 | 600 | R.mtr |
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| 2 | 2 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.(Repeated bar /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. (Thermoplstic compound should be used for making Repeated Bars) (Thermoplastic marking of 300 mm wide at 1000 mm apart (one set is of 6 strip) repeated bar contain 02 layers of 2.5 mm thick thermoplastic compund applications to achieve the desired 05 mm thickness. 01 Layers without glass beads and 01 layer with glass beads. (as per fig.- 2 attached) (Rate all including supply of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification and IS/IRC codes.) | BI01010001010000000000000515BI0100001114 | 126 | Sqm |
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| 3 | 3 | Road Delinator Providing and foxing of Standard Metal Delineator as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in while 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 DI 4956 Type Xl table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not loss than 300 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed The front and back laces 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 20 degree and 30 degree, 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 ) The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median, traffic islands, dangerous bends. roundabouts, narrow bridges etc. or as desired by site engineer. (Rate all including supply of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification and IS/IRC codes.) | BI01010001010000000000000515BI0100001115 | 80 | Nos |
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| 4 | 4 | 6M Span over head Cantilever Structure with 300 dia M S one vertical post \nSupply, fixing & eraction of built up Cantilever Structure 6 m span comprising of one! vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S 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 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC with and 1:2:4 cement coarse sand and 20 mm stone grit 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: 67:2010 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 etc all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. (Rate all including supply of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification and IS/IRC codes.) | BI01010001010000000000000515BI0100001116 | 3 | Nos |
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| 5 | 5 | Retro Reflective Signs (Type -IV Shoot), for single side \nProviding and fixing retro-reflective signboards comprising of customised modular Puj Epoxy Coated MS angle iron frame work, aluminium composite panel (ACP) as bases board, micro prismatic retro-reflective sheet and electro cul coloured overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Sam and each panel shall be braced diagonally (one way only) with IMMS angle The MS frame module shall have length not more than 3 mtr. The aluminium composite panel (ACP) shall have a thickness of 4mm with 0.5mm min skin of aluminium on both sides The ACP shall be fixed on the MS Frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front Visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-Ion JASTM D 4956-09 shall be pressure fixed The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof on the same in form of government report shall be uploaded while quoting tender. The rate shall include all materials, labour, equipment, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in Charge Signage on MS angle frame of (35x35x5)mm. (Rate all including supply of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification and IS/IRC codes.) | BI01010001010000000000000515BI0100001117 | 65.88 | Sqm |
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| 6 | 6 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite pannel sheeting, 4mm thick (with MS angle frame 35x35x5), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per attached drawing. (90 cm equilateral triangle) (as per fig:-03-11 &15 attached) (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.) | BI01010001010000000000000515BI0100001118 | 36 | Nos |
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| 7 | 7 | Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensily grade sheeting. The retro reflective sheeting type-IV shall be tested for 3 year outdoor weathening lest in Indian conditions as per IRC 57 2012 & proof of the same in form of government report shall be uploaded while quoting lender, vide clause 801.3 fixed over aluminium sheeting .2 mm thick with area exceeding 0.9 sqm Supported on a miled steel single angle iron post 75x75x6 mm, firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.) | BI01010001010000000000000515BI0100001124 | 41.04 | Sqm |
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| 8 | 8 | Construction of Retaining wall (For 2.40mt height)\n (as per fig.-18 attached) (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 811.3 and IS/IRC codes.) | BI01010001010000000000000515BI0100001127 | 240 | R.mtr |
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