Ministry Of Road Transport And Highways Tender

Providing and laying, Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification 111,112,406,900

Providing and laying Prime Coat over WMM surface using 6 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5

Providing and laying Tack Coat over 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 using 2.00 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

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification 111,112,505,900 - Grade I

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification 111,112,505,900 - Grade II

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification 111,112,507,900 complete in all respects - Grading II

Vibrated Cement Concrete M 10 nominal mix 1:3:6 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work , compacting curing and all other incidental charges baling out water etc complete for Cement Concrete Kerb Wall

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

Providing and applying emulsion paint finish of approved make & shade in two or more coats over a coat of approved primer to give an even shade as per manufacturer's instruction to the external plastered surfaces and internal ceiling plastered surfacesincluding preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights.

Construction of sub grade and Earthern shoulders with approval 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&H specification.

Providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including refelectorising glass beads@250 gms per sqm area, thickness of 2.5mm is exclusive of Surface applied galss 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

Providing and fixing reflective Road studs of 'category A' Raised pavement markers made out of poly carbonate / methyle methecylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the entering the lens face with retro reflectance and chromaticity values confirming to ASTM D4280. MORTH circular No.RW/NH.33023/10/97 -DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90mm side 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/- degree. Each refelctor shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, ( of diameter not less than 19+/- 2 mm and height not les than 30+/- 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 resign based adhesive as per manufacture's recommendation and complete as directed by the engineer. The maker shall support a laod of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete.

Providing and fixing 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 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of 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 60 cm size including cost and conveyance of all materials, equipment, machinery and labour with all lead 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) 90 cm equilateral triangle

For Sign having 60 cm Circular

For Sign having 30 cm X 90cm Rectangular

For Sign having 90 cm high Octagan

Providing and erecting direction and Place Identification retro - reflectorised 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 60 cm, 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. area more than 0.90 Sqm

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 erecting Direction and Place Identification Retro-reflectorised Sign made out of cube corner micro prismatic Grade sheeting confirming to Type -XI standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of 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 60 cm size including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro prismatic grade Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.9 of IRC 67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRN 67-2012.(as per MORT&H specification No.801).(For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications). For Sign having area more than 0.90 Sqm

Construction of Retaining wall 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 Retaining wall as per SS20B and MoRT & H Specification Cl. 2903.

Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges baling out water etc complete for Foundation of Retaining wall ( Below Sill Level ) and as per MoRTH Specification 1000, 1500, 1700 & 2100.

Providing and fixing 100 mm dia PVC seepage pipes of required length for abutment and wing, retaing wall including cost and conveyance of all materials to work site, cost and labour for semi spherical back fil arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc complete to drain the back fil and as per MoRTH Specification 2700.

Vibrated Cement Concrete M 15 nominal mix 1:2:4 using 40mm ISS size HBG metal including cost and coveyance of all materials to site including cost and labour for form work and centering labour charges for compacting curing and all other incidental charges etc complete for Sub Structure of Retaining wall [Above Sill Level] and as per MoRTH Specification 1000, 1500, 1700 & 2100.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, 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 position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade.

Earth filling behind the Retaining Wall with gravel 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.

Widening of R C C Slab culvert @ km 34/8 Dismantling the CC concrete M15 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., complete

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 for Abutments and wing walls as per SS20B and MoRT & H Specification Cl. 2903.

Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm 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 Foundation of Body Wall and MoRT & H Specification Cl. 1000, 1500, 1700 & 2908. for footings of Abutments and wing walls ( Below sill Level)

Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm 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 Foundation of Body Wall and MoRT & H Specification Cl. 1000, 1500, 1700 & 2908. for Substructure of Abutments and wing walls (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 AND KERB -1Cum

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, 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 position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade. For Sub Structure

For Superstructure

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 " Fifth Revision Cl.2504.2.2., 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.

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification 111,112,507,900 complete in all respects - Grading II

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 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