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 Tack Coat over existing BT 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 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

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

Painting two coats after filling the surface with synthetic enamel paint in all charges on new plaster concrete surface for median portion

Earth filling between the median Wall with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.

Earth filling to low berms with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.

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

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)

Dismantling the Cement Concrete as specified by departmental officers and cleaning away the debris and carefully stacking the useful materials including all labour and all other incidental charges etc.,

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam where ever necessary for foundation of culvert as per SS20B and MoRTH Specification Cl. 2903.

Vibrated cement concrete of grade M15 mix 1:2:4 using ISS 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below 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 SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using ISS size hard granite broken graded 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 chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated reinforced cement concrete M:25 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB

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 kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete.

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete- 1Cum.

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

Providing and fixing seepage pipes of 100mm dia. PVC 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 drain of the BACKFILL IN THE ABUTMENTS AND WINGS

Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. -1 Cum

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., Dismantling Stone Masaonry in Cement Mortar and as per MoRTH Specification Cl. 111, 112 & 202.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam where ever necessary for foundation of culvert as per SS20B and MoRTH Specification Cl. 2903.

Vibrated Cement Concrete M15 nominal mix 1:2:4 using ISS size HBG metal including cost and coveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, including hire and fuel charges for all tools and plants engaged, finishing and curing, Tools and plants and other incidental charges such as baling out water whereever necessary forming protective bunds, coffer dams etc complete for Cradle portion, Foundation of Body Wall and MoRTH Specification Cl. 1000, 1500, 1700 & 2908.

Vibrated Cement Concrete M15 nominal mix 1:2:4 using ISS size HBG metal including cost and coveyance of all materials to site, including cost of form work and centering, labour charges for mixing, laying, compacting, including hire and fuel charges for all tools and plants engaged, finishing and curing, Tools and plants and other incidental charges such as baling out water whereever necessary forming protective bunds, coffer dams etc complete for Body Wall and MoRTH Specification Cl. 1000, 1500, 1700 & 2908.

Supply of RCC NP 3 ISI class pipes of 1000 mm dia of standard length and cut length including cost and conveyance to the work site and all other incidental charges etc complete and MoRTH Specification Cl. 2900.

Hoisting and fixing of 1000 mm dia RCC NP 3 pipes to proper gradient including all labour charges and all other incidental charges etc complete and MoRTH Specification Cl. 2905 & 2906.

Providing First Class Bedding for RCC pipes with compacted Gravel including cost and conveyance of Stone Dust to worksite, laying and filling in layers, tamping under Optimum Moisture Content to get the maximum density including watering, cost of all leads for water and all other incidental charges etc., complete and MoRTH Specification Cl. 2904.

Vibrated cement concrete of grade M15 mix 1:2:4 using ISS 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 Retaining Wall. 1 Cu.m(Below 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 Retaining wall -1 Cum (Above sill level)

Earth filling between the Retaining wall with available cutting earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete and as per MoRTH Specification 304.

Providing and fixing seepage pipes of 100mm dia. PVC 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.,complete to drain the backfill as per standard specification (MORTH 2706 & 2200 )

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 protective guard rail in centre median