New Construction Standard Four Lane of Dwarka Bypass Road Km.0/0 to 4/490 Ta. Dwarka Dist. Devbhumi Dwarka

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 Mt. lead

Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 10KM. lead

Filling available excavated earth [Excluding rock] in trenches, plinth, sides of foundations etc. layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering.

Earthwork for embankment including breaking of clods, dressing to required grade and camber with all lead and lift. Work includes watering, rolling and compaction of the sub-grade and each layer of embankment at Optimum Moisture Content (O.M.C.) to achieve the required dry density. The soil used for embankment shall have a minimum CBR value of 8 percent. Any depressions formed during the process shall be filled and compacted. Compaction shall be done using an 8–10 tonne power roller. Earth to be obtained from a borrow area with a lead up to 24.0 km.

Construction of 200mm Granular Sub base Grade-II C.B.R. not less than 30 percent by providing coarse graded materials, consisting B.T. crushed stone aggregate & combination of sand stone dust/grit spreading in uniform layers with mortor grader on prepared surface mixing by mix in place method with rotavator at OMC to required density including filling the depression which occur during the process using vibratory roller 8 T to 10 T complete as per clause 401.

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. [M-15]

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 53 grade cement @ 410 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing [M-30]

Supplying and fixing reinforced concrete heavy duty non- pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of following internal diameter. (iv) 600 mm dia.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length 45cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete

Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete.

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and paints etc. complete (ForN.H., S.H. and M.D.R.)

Providing and fixing Hectometer stone as per I.R.C. type design including painting lettering etc. comp. Fixing in C. C. 1: 5 : 10.

Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(ii) Fixing in C.C. 1:5:10

Providing and fixing guard stone as per I.R.C. type design including white washing etc. comp. Fixing in earth.

Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting.

Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockofsize 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copyof 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting.

STOP Sign :-Providing and fixing sign boards made outof 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms Octagone as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting ofType-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shallbe as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Give Way Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with onecoat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copyof 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Distance Informatory / Destination Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x120 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test reportfrom third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copyof 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol or inscription/letters / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting.

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from originaa manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting.

Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 60x45 cm rectangular plus 30x25cm additional plate as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Kerb guard sign board (Big) :-Providing & Fixing sign boards made out of 2mm aluminium sheet, size 732 x 30 cms in Uspape; as per the attached drawing pretreated with phospheting process & acid etching, coated with one coat of epoxy priemr and two coats of best quality epoxy paint reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications ; Stand post and frame fabricated from iron angle of 50 x50 x 5mm, 10mm sq. bar as required, painted with best quality epoxy coating the fixing at site shall be in1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation curing etc. complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Around the Island / road Direction Sign board (Big) :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms. as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB CircularMS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers 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 13635 kgs. 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 20 mm, 130 mm and 130 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 Kgf. 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 manufacturers recommendation and The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. 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 manufacturers recommendation and complete as directed by the engineer

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 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Standard Delineator: Providing and fixing of Standard Metal Delineator consisting of 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 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 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. height of sheeting should be minimum 150mm whereas width of sheeting should not be less than 75mm (should be placed every alternative 15cm). 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. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer

Sign board per Squate Meter -Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size l meter x l meter as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.) of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends, the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting

Flexible Median Marker : Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer and Engineer in charge.

Solar Blinkers (Providing and erecting Solar Blinker mounted on a steel circular hollow pole of standard specifications for for diversion should fulfil road saftey norms of constant output light and 40-50 flashes per minute minimum, even used in, 4 m high fitted with solar Panel and Light and fixed firmly in concrete foundation.)

Providing, fabricating, supplying and erecting overhead gantry sign boards made out of corrosion-resistant 2.0 mm thick aluminium alloy sheets/ 4.0 mm thick ACP Sheet, fully reflectorised with high-intensity prismatic retro-reflective sheeting( Type XI) conforming to ASTM D 4956 and IRC:67, fixed over a designed support system of galvanized steel trestles, columns and trusses, with necessary stiffeners, nuts, bolts and brackets, including hot-dip galvanizing, stove enameling on reverse side, provision of bilingual (regional language & English) legends, symbols and borders in white on green background/ digital printing on white sheeting of Type XI with UV resistance overlay film with additional warranty of 2 years ( 10+2) mounted with minimum vertical clearance of 5.5 m from road surface, erected on RCC M-25 grade foundations with necessary reinforcement, anchor bolts, transportation, erection with cranes and all incidental works complete as per approved drawings and MoRTH Clause 802

Anti-Glare screen: Providing and erecting Safety Light Barrier Anti- Glare screen of dimension 1335 mm x 615 mm x 65 mm leaf shape of High durable virgin premium grade Polyethylene material ( L.L.D.P.E.) resistant to wind load 6m/s, and good aging resistance. The fixing at site shall be in 1:2:4 CC block of size 30 x 30 x 60 Cms by excavation of 30 cm x 30 cm x 45 cm size in existing median and anchoring by 2 nos of 10 mm Dia Fe500 D Reinforcement Bar and Fixing Radium Strip Class-C Retro-Reflective type of 50 mm x 50 mm size both side including excavation, curing etc.complete and antli glare screen having clear the 1600mm height over the ground at every 1m c/c spacing, INCLUDING Labour Charges Fitting AND TRANSPORTATION at site. All Installation, fitting and material be as per instruction approved by the engineer incharge at site

Planting permanent hedges including digging of trenches 60 cm wide and 45 cm deep, refilling the excavated earth after mixing with farmyard manure (FYM) supplied at the rate of 4.65 cum per 100 m length of trench, supplying and planting approved hedge plants at 30 cm spacing, watering, and maintaining the hedge till it is properly established, complete as directed by the Engineer-in-Charge and Maintenance of hedge for 3 year - shall include regular watering, weeding, soil loosening/hoeing, mulching (if required), application of FYM/fertilizers, pest and disease control, trimming and shaping to maintain uniform height and density, protection from stray animals/traffic, and gap-filling during the initial establishment period to ensure full survival as per Year-wise maintenance schedule. The work includes all labour, materials, tools, and incidental items complete as directed by the Engineer-in-Charge.

Planting of avenue trees by the roadside in 0.60 m dia holes, 1.00 m deep, dug in the ground, mixing the excavated soil with decayed farmyard manure/sludge manure, planting approved saplings, backfilling the pits, watering, fixing tree guards, and maintaining the plants for a period of 3 year, complete as directed by the Engineer-in-Charge. and Maintenance of avenue tree plantation for three (3) years, including regular watering as required by season, weeding and removal of unwanted vegetation, soil loosening/hoeing at periodic intervals, application of well-decomposed FYM/organic manure or fertilizer at least once every year, pest and disease control, pruning/trimming for proper shape and healthy growth, maintaining and repairing tree guards, forming and maintaining irrigation basins, and gap-filling by replacing dead or unhealthy saplings during the initial establishment period, complete in all respects as directed by the Engineer-in-Charge.

Providing and fixing tree guard of size 0.60 m square and 2.00 m height, fabricated with M.S. angle iron 30 × 30 × 3 mm, M.S. flat iron 25 × 3 mm, and 3 mm dia steel wire mesh, welded and fabricated as per approved design, in two halves bolted together for easy fixing around the tree, including all materials, labour, fabrication, welding, bolting, and finishing complete as directed by the Engineer-in-Charge.

Designing, providing, fabricating, transporting, and installing an architectural sculpture of approved concept, size, finish, and material (FRP/stone/metal/any specified, environmentally friendly and conforming to green technology principles), including detailed design drawings, structural supporting frame, anchoring system, foundation work, surface finishing, painting/polishing, and protective coating, complete in all respects. The sculpture shall be made of marine-grade material with protective coating comprising epoxy primer and polyurethane/ceramic clear coat (or equivalent) to ensure durability against saline air, high humidity, heavy rainfall, and corrosion. The work further includes comprehensive beautification and junction development such as decorative railing/boundary wall upgradation, landscaping with planters, shrubs, vertical gardens, and green paving; energy-efficient illumination/LED lighting for the sculpture and surrounding areas; relocation or undergrounding of existing electrical poles and overhead wires (or concealment using approved urban design elements); installation of public art features such as murals, decorative lamp posts, benches, and other beautification components; along with decorative paving, cladding, water features, signage, and all allied civil and electrical works. All works shall be executed as per approved architectural and structural design, detailed drawings, and instructions of the Engineer-in-Charge, using eco-friendly, recyclable, and sustainable construction practices. The rate shall include all materials, labour, tools, equipment, scaffolding, testing, and commissioning, complete in all respects.

SITC of 10 Mtr Height FRP/GRP Pole with an Avg. thickness 7 mm and square anchor base cladded with FRP/GRP, top and Bottom Dia. 76/244 mm, duly painted with epoxy primer & PU paint with coil type earth pit included with 250W LED Street light with 2- Meter-long bracket included with 4 Core 25 Sq.mm Al. XLPE cable in 50 mm Dia. DWC Pipe with 3 Core 2.5 Sq.mm Copper Flexible cable for junction box to lighting fixtures for 40 Avg. Lux level. The main Panel for lighting IP-65 protection of class canopy panel is included with 24-hour digital timer and other required switchgear. With Each panel 2 Nos. of earthing is provided. The rates include pole, street light, all type of cable, wire, accessories, junction box, j type foundation bolt, double arm bracket, DWC Pipe, Feeder panels, earthing arrangements etc. all required to complete the items as directed by EIC.

Supplying, installing, testing and commissioning of a polygonal/conical High Mast Lighting System of specified height, manufactured from hot-dip galvanized steel conforming to IS 4759 and IS 5986 or other approved corrosion-resistant material, complete with head frame, lantern carriage, double drum winch, stainless steel wire ropes (Grade 316), power tool motor, weatherproof junction box, control panel, foundation bolts, and base plate, suitable for raising and lowering arrangement. The system shall include 6 nos. LED flood lights of 200W each (or as specified), RCC foundation using M25 grade concrete with excavation, backfilling, earthing (as per IS 3043), and power cabling from feeder pillar. All works shall be carried out as per approved drawings, manufacturer’s specifications, and direction of the Engineer-in-Charge. The high mast shall be designed for wind zone V in accordance with IS 875 (Part 3) and shall conform to relevant BIS and electrical safety standards. All fasteners and wire ropes shall be of stainless steel Grade 316 for enhanced corrosion resistance.

Item Description

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead. (B) Dense or Hard soil.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Providing & Laying rubble for apron [Each stone weighting not less than 40 Kg.] including and packing and filling in the interstices with quarry spalls.

Providing and filling in foundation with ordinary Cement concrete M-100 mix using Sulphur-Resistant Cement and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing and Casting in situ controlled Cement Concrete M-300 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete. (more than 10 ton)

Providing and casting in situ controlled cement concrete M-300 for R.C.C. return as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return (more than 10 ton)

Providing and casting in situ controlled cement concrete M-300 for R.C.C. solid slab & Approch Slab including centering, scaffolding curing and finishing complete. (more than 10 ton)

Providing and Casting in situ controlled Cement Concrete M-200 mix Using Sulphur-Resistant Cement R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete.

Providing and laying in position Fe 550D TMT reinforcement bars including cutting, bending, hooking, placing and tying in position as per detailed drawings and specifications, with anti-corrosive treatment by Fusion Bonded Epoxy Coating (FBEC) applied to bars for enhanced corrosion resistance, complete in all respects and as directed by the Engineer-in-Charge

Providing and laying filter media 600 mm. thick as directed at the back of abutment return & wing wall as per detailed specification. (more than 10 ton)

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.

Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. (B) Diversion by cofferdam/Island

Providing and casting in situ controlled cement concrete M-300 for average 75 mm thick wearing coat laid as directeddinchiding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete

Provision of an Reinforced cement concrete new jersey crash barrier at the medians, constructed with Reinforced cement concrete with TMT reinforcement conforming to confirming MoRT&H specifications and as per details given IRC:119 (Fig.26) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area-0.243 Sqm./Meter, Single Face)

Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing and fixing pre-cast shot blasted (sand shot blasted) steel mould concrete paver block 60mm thick with grade of concrete M300 pneumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 20mm thick 1:4 Cement mortar for levelling and filling the joints in proper line and level etc. complete. It should be laid in such a way that the no cutting of the paver block to be necessary. Cutting of paver block by machine cut only and laying to done by skilled flooring mason. Shapes, size, Colors like Red, Black, Grey ect,. and designs as per the Architectural Drawing & specification and Including Minimum 2 mockups for approval complete as per instruction of engineer in charge.