Ministry Of Road Transport And Highways Tender

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density and complete as per clause 401 in accordance with standard specifications for grading-V as per MORTH Vth Rev., 111, 112, 401 & 900

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406 morth Vth Revision.

Providing and applying Prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per morth clause 502.

Providing and laying Tack Coat over WBM /WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery ,fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 505 of MORT & H specifications complete in all respects.Gr. - I

Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 505 of MORT & H specifications complete in all respects.Gr. - II

Providing and laying Bituminous Concrete 40 mm thickness with 100-120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with modified bituminous binder at 4.5 to 5.0% by weight of total mix and filler, transporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom roller to achieve the desired compaction as per clause 507 of MORT&H specification complete in all respects.

Vibrated cement concrete of grade M10 (nominal mix 1:3:6) HBG metal including cost and conveyance of all materialsto site and cement at site including cost of form work, softwork, labour charges for mixing , transporting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams shoring,strutting etc complete as per relevent standard specification for Foundation - Center median (MORTH 1500,1700 & 2200

Vibrated cement concrete of grade M15 (nominal mix 1:2:4) HBG metal including cost and conveyance of all materialsto site and cement at site including cost of form work, softwork, labour charges for mixing , transporting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams shoring,strutting etc complete as per relevent standard specification for substructure - Center median (MORTH 1500,1700 & 2200

Earthwork excavation including cost and conveyance of materials to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete and as directed by the departmental officers for Filling the median portion as per MORTH Vth Rev., 305 & 2907

Earthwork excavation including cost and conveyance of materials to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete and as directed by the departmental officers for Filling up low berms as per MORTH Vth Rev., 305 & 2907

Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATIONS of Retaining Wall etc., complete

Vibrated cement concrete of grade M10 mix 1:3:6 using HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELLING COURSE OF RETAINING WALL 1 Cu.m (Below Sill level)

Vibrated cement concrete M20 grade Mix 1:1.5:3 usnig hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for RETAINING WALL-1 Cum (Below sill level)

Vibrated cement concrete M20 grade Mix 1:1.5:3 usnig hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for RETAINING WALL-1 Cum (Above sill level)

Vibrated cement concrete of grade M15 (nominal mix 1:2:4) HBG metal including cost and conveyance of all materialsto site and cement at site including cost of form work, softwork, labour charges for mixing , transporting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams shoring,strutting etc complete as per relevent standard specification for Parapet wall (MORTH 1500,1700 & 2200

Providing and fixing seepage pipes of 100mm dia. AC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to Retaining wall

Filling the berms including removal and satisfactory disposal of all materials necessary for construction of road way and side drains in accordance with the specification and lines grades and cross section shown in the drawing or as indicated the Engineer for berms using carted earth)

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete.

Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATIONS of Box Culvert etc., complete

Vibrated cement concrete M20 grade Mix 1:1.5:3 usnig hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for Box culvert-1 Cum (Below sill level)

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CELL BOX

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom over existing concrete surface.

Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects. over Deck slab

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete.

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete

Vibrated cement concrete of grade M20 (nominal mix 1:2:4) HBG metal including cost and conveyance of all materialsto site and cement at site including cost of form work, softwork, labour charges for mixing , transporting , laying and curing concrete working at depths,tools and plants and incidental charges such as maintaining of protective bunds,coffer dams shoring,strutting etc complete as per relevent standard specification for Parapet wall (MORTH 1500,1700 & 2200

Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm 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 MORTH Specification No.803.

Providing and fixing of Reflective Road Studs of 'Category A' Raised pavement markers made out of poly carbonate/ methyl methecrylate/ABS moulded body confirming to ASTM D 785 and feflective panels with micro prismatic lens capable of providing total internal reflectance and chromatically values confirming to ASTM D2480. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height and width and length shall not be less than 15mm , 90 mm and 100 mm with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than vlues specified in Table 2 of MORTH circular.The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) 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 manfacturer's recommendation and complete as directed by the Engineer, The marker shall support a load of 13635 Kg tested in accordance with ASTM D2480 and confirming to IRC 35-2015 guidelines and MORTh specification 804 etc., complete.

Providing and Erecting of Solar Powered Blinker including Solar Panel 60Wp, Solar LED Blinker with 30mm dia (LED-192 no’s) – Red and Yellow, Charge Controller – 12V/5A, SMF 40AH/12V Battery, Visible Distance – 1000 meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole Height 17’ Feet. Including Land Levelling, Cleaning and digging pits & concrete post grounding. Pole erection and levelling of pole, testing and connection of battery, charger controller and solar panel wiring work Blinker Size of 300mm (12 inch & 200mm (8 inch), made of Moulded Polycarbonate, Suitable for extreme weather conditions with U.V. Stabilized, Transparent Polycarbonate Lens covered with Rubber Gasket for Sealing between Lens & Signal Unit (Colour - Red/Amber/Green), PCB Used 1.5mm thick, Glass Epoxy for Power Supply / LED Display LED Used Ultra-Bright, Water clear. Viewing Angle 24 Degree for LED’s (No of LEDs 176 LED (300 mm), 140 LED (300 mm) Power Saver Model) 96 LED (300 mm)) Charge Control Unit (CCU) Built in Type, helps to protect battery from deep discharging as well as overcharging. Also protect Panel from Reverse Voltage. Solar Panel 12 Volt, Wattage as per requirement Battery (SMF) Sealed Maintenance Free Type Wire Harness For making all connections easily and correct Clamps For mounting traffic signal, battery box & Solar panel Pole Dia 3” or 4”, Height 4 to 6 mt., GI or MS Working Voltage 12v DC Power Supply Total Solid State electronic Circuitry, Frequency 30 to 40 Flashes Per Minute as desired Operation 24 Hours or 12 Hours (Dusk to Drawn) Control Card In built & Solid State Power Factor 0.9 Visibility 500Mts, Good even during bad Weather Certification IP 65, ISO 9001:2008 including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.

Providing and fixing of Retro Reflectorised Cautionary Mandatory and informatory Sign as per IRC 67-2012 made 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 Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m 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 45cm x 45cm x 60cm, 60cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges 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) Without definition Board Type-IV. 90 cm Equilateral Triangle

60 cm Circular Board

90 Cm High Octagen Board

30 Cm Triangle

Providing and Erecting of Retro Reflectorised Hazard marker traffic sign made out of high intensity 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 iron post 75mm x 75mm x6mm fimly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, 60cm below GL etc complete.High intensity Retro reflectro sheet shall consist of minimum co-efficient 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 obtined as per IRC 67-2012 (as per MoRT&H specification 801.)

Providing and erecting Direction and Place Identification Retro - Reflectorised Sign made out of High Intensity Prismatic Grade Sheeting conforming 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 25mm x 25mmx3mm 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 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges 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 performan ce 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) Rate per sqm ( for sign having area more than 0.9 sqm)