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

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 Precast VRCC M35 mixusing 20mm, ISS HBG metal centre median of size 0.650 mat bottom 0.250 mat middle 0.150 atto pand to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both side sand chambered edgedat top, including cost of steel reinforcement as per the bar bending. Rendering smooth nessover the CCsurface with 10kg of cement for 10sqm area and painting two coat sover the CC surface swith best approved quality of syntheticenamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plant semployed and asper the standard specification and inaccordance with the drawings appended herewith and as directed by the departmental officers etc. complete. for Crash Barrier type Centre Median

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.

Earth filling between the kerb 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 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 Hazard marker

For Sign having 60 cm X 45cm facility information board

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 upto 0.90 Sqm

For Sign having area more than 0.90 Sqm

Providing and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection - molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded as its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at leat 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular - Shapped, fluorscent yellow color retro - refelective sheeting of size not less than 8.5cm X 8.5cm and 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 both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damages, etc., the Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Construction of Pipe Culvert 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..- PCC M15 & above

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..- RCC pipes

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 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 Foundation of Body Wall

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 Body Wall (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 Body Wall and MoRT & H Specification Cl. 1000, 1500, 1700 & 2100.

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 MoRT & H Specification Cl. 2900.

Hoisting and fixing of 1000 mm dia RCC NP3 pipes to proper gradient including all labour charges and all other incidental charges etc complete and MoRT & H Specification Cl. 2905 & 2906.

Providing First Class Bedding for RCC pipes with compacted Stone Dust 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 MoRT & H Specification

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 culvert 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.

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.

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.

Earth filling behind 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.