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| 1 | Recycling Pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling, stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejunevators as required, mixing in hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness all as specified in clause 517. |
| 2 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over Existing BT Surface |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 metres. |
| 5 | Vibrated Reinforced cement concrete of ( M30 design mix ) using 20 mm & 12 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of formwork,using softwater labour charges for mixing, transporting, and placing in position vibrating and compacting laying and curing concrete hire charges for tools and plants including shoring,shutting., etc complete as per clause 800 of MORTH specification (vth Revision), for centre median |
| 6 | Supplying and fabrication of High yield strength Deformed Bar With Grade Designation FE 415,Conforming to IS:1786-1985,Steel required for all RCC items of works involved in the schedule cost of steel at site fabrication ,labour charges for cleaning the rods straightening,cutting,bending,tying grills,including overlapping to the required length wherever necessary and placing the reinforcement in postion as specified in thedrawings, including cost of binding wire,Provision of spacer bars,cover blocks and all othee incidental charges etc.,complete |
| 7 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 8 | 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 etc complete as per MORT&H specification No.803 |
| 9 | Providing and fixing reflective road studs of \"category A\" Raised pavement markers made out of poly carbonate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt 11.06.97 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.cm on each side and the slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than values specified in Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.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 manifacture\"s recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete. |
| 10 | Providing and erecting of Retro - RefLectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) |
| 11 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs(withdefinition board)madeoutof HighIntensity PrismaticGradeSheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45craX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . { as per MORT&H Specification No.801) |
| 12 | 60cm Circular (with definition board) |
| 13 | 90 cmHigh Octagen Board (with definition board) |
| 14 | 90 cm equilateral Triangular Board (with definition board) |
| 15 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro Reflectro sheet shallconsist ofminimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three yearsoutdoorexposurereportshallbeobtainedasper IRC67:2012. (asper MORT&H Specification No.801) (area less than 0.90 sqm Type - IV) |
| 16 | Providing and fixing of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IvV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mmmild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) |
| 17 | Supplyingof Solar Power Blinker: Including SolarPanel 60Wp, Solar LED Blinker with300 MM DIA (LED-192 no\"s)– Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12VBattery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works:( Including Land Leveling, Cleaning and digging pits & concrete post grounding )Erection And Commissioning Work:Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work |
| 18 | Supplying and fixing of Aluminium backed Flexible Prismatic (AFP) Sheeting shall be of 1ft width and laminated at the back with a 50 micron thick Aluminium (Al) foil with pressure sensitive adhesive and liner, further this flexible prismatic sheeting shall have screen printed arrow/ slant line pattern in black colour on top in continuous roll format. Neither AFP Sheeting nor the flexible prismatic sheeting used shall crack when slowly bent in second time around a 1/8th inch mandrel after being conditioned for 24 hours at 0 degree and tested as per section s2.2.2 of ASTM, D 4956-09. The AFP Sheeting with the linear removed shall be applied with neoprene contact adhesive with polychloroprene as base visocity of 200 - 450 cps and solid Content of 20 - 30% once applied the edges of the product shall be extremely resistant to peel off. A test report from institutes like ARAI/CRR/ conforming to above mentioned flexiblity and ASTM D 4956 - 09 type - vi retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during pre - qualificaton and supply of material. Two years warranty for field performance shall be submitted by the contractor for tecnical qualification in the tender. |
| 19 | Providing and fixing of Median Marker that are made of tough, High impact resistant, injection - moulded thermoplastic body with an isosceles traperoidal structure of length , width and height not less than 15cm and 10cm respectively and thickness not less than 1.80mm, the body structure shall be rounded at its acute angle, all corner and edges. The plastic used for moulding the median marker shall have a minimum notched Izod impact strength value of 600 J/M at room temparature, when tested in accordance with ASTM D 256 and shall retain atleast 0% of this value when subjected to accelerated weathering for 1000 hrs as per ASTM or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection moulding process. The median marker shall have rectangular shaped, flouresent yellow colour retro reflective sheeting of size not less than 8.5cm x 8.5cmand with fully reflective microprismatic cube corners.(Rigid median Marker) |
