MDU 172 / Ramanathapuram Division/ CMRDP Work

Road Work

Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine, including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers

ROAD A

Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS 20B) for Box Cutting (As per PWD SOR Unique Code W-0061)

ROAD A

Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms.

ROAD A

Providing, Laying and compacting Granular sub base well graded material on the prepared surface by mixing the Material, mixing in a mechanical mix plant at OMC, carriing of mixed Material to worksite, spreading inuniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401-for Grading-V (Filter/ Separation Layer) Plant mix method as per MORTH Rev.5

ROAD A

Providing, Laying and compacting Granular sub base well graded material on the prepared surface by mixing the Material, mixing in a mechanical mix plant at OMC, carriing of mixed Material to worksite, spreading inuniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401-for Grading-III (Drainage Layer) Plant mix method as per MORTH Rev.5

ROAD A

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to acheive the desired density includidng cost of materials. labour charges, rental for machinery fuel and all other incidental charges etc. complete as per clause 406 of MORTH Rev.5

ROAD A

Providing and laying Prime coat using SS1 grade emulsion bitumen at the rate of 7 kg per 10sqm over the WMM /WBM surface preparatory to another construction over it as including cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.5kg per 10sqm over the WMM/WBM primed surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.0kg per 10sqm over the existing BT surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A

Dense Bituminous Macadam Providing and laying Dense bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete -Grading I as per clause 111, 112, 501, 504, 900, 300 of MORTH - Vth Revision

ROAD A

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.. complete as per specification using CMP as per clause 505 MORTH Rev-5

ROAD A

Bituminous Concrete (Table 500-17): Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction -Grading II as per clause 111, 112, 501, 507 & 900 of MORTH - Vth Revision

ROAD A

CD WORKS

Dismantling existing PCC Masonry including all labour and other incidental charges etc., complete

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of Box Culvert, Wing wall as per MORTH standard specifications 304,407.

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Earth work for foundation of abutment and wings. Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of abutment and wings.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

ROAD A - PROTECTIVE WALL AT KM 6/2

ROAD A - PROTECTIVE WALL AT KM 8/2

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. a) Formation of embankment filling and berms using cut earth.

ROAD A - BRANCHING ROAD

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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, complete as per clause 401 of MORTH Specification- for grading- V Material

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

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.

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

Providing and laying Prime coat using SS1 grade emulsion bitumen at the rate of 7 kg per 10sqm over the WMM /WBM surface preparatory to another construction over it as including cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.5kg per 10sqm over the WMM/WBM primed surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.0kg per 10sqm over the existing BT surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

ROAD A - BRANCHING ROAD

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 (Viscosity Grade- 40) 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 Grading II

ROAD A - BUS LAY BAY

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.. complete as per specification using CMP as per clause 505 MORTH Rev-5

ROAD A - BRANCHING ROAD

Bituminous Concrete (Table 500-17): Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction -Grading II as per clause 111, 112, 501, 507 & 900 of MORTH - Vth Revision

ROAD A - BRANCHING ROAD

ROAD A - BUS LAY BAY

Plain Cement Concrete M-15 (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per MORTH standard specifications 1000,1500,1700,2100.

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Plain Cement Concrete M-15 (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per MORTH standard specifications 1000,1500,1700,2100. for Body Wall Footing

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for Footing of Retaining wall

ROAD A - PROTECTIVE WALL AT KM 6/2

ROAD A - PROTECTIVE WALL AT KM 8/2

Vibrated Cement Concrete of grade M20 1:1.5:3 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS

ROAD A - PROTECTIVE WALL AT KM 6/2

ROAD A - PROTECTIVE WALL AT KM 8/2

Vibrated Cement Concrete M.15. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for levelling course for Abutment & wings

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Vibrated Cement concrete M-20 (1:1.5:3) mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification for box culvert.(With Parapet & wingwall)

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Vibrated Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - below sill level

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Vibrated Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for substructure of abutment and wings - above sill level

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Vibrated Cement concrete M-20 (1:1.5:3) mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification for Body Wall

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Vibrated Reinforced Cement Concrete in M25 (Design Mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of For box culvert .as per MORTH Rev. V Specification Nos.100,1000,1500,1600,1700,2200

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Vibrated reinforced cement concrete grade M25 design mix using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for bed block and dirt wall.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Vibrated cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges, for laying, compacting, curing including all other incidental charges etc. complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Vibrated reinforced cement concrete grade M30 design mix using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for deck slab

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Vibrated cement concrete grade M30 Design mix using IRC size HGB graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Supply and fabrication of Fe-500 D Grade 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 whenever 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-1 MT as per MORTH Rev. V Specification Nos.1009,1600 (For Box Culvert)

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Supply of 900 mm dia RCC NP3 class pipe of specification IS 458 - 1988 and ( excluding Hoisting and fixing of 900 mm dia pipes to proper gradient) including all labour charges, all incidetial charges, all taxes etc complete

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Hoisting and fixing of pipes to proper gradient including all labour charges and all other incidential charges etc complete 900 mm dia pipes for construction of pipe culvert

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Filling with Stone Dust including cost and conveyance of the same & including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete as per specifications MORT&H Rev.-V

ROAD A - WIDENING PIPE CULVERT AT KM 6/8

Supply and fabrication of STEEL Fe500 D grade with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

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.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Providing and fixing 100 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required 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 arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE RETAINING WALLS

ROAD A - PROTECTIVE WALL AT KM 6/2

ROAD A - PROTECTIVE WALL AT KM 8/2

Providing compaction and Filling with excavated soil (other than sand) using the available box cut earth including all hire and fuel charges for power roller for compaction, watersprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

ROAD A - WIDENING SLAB CULVERT AT KM 8/6

Dismantling Plain Cement Concrete, clearing away and carefully stacking materials useful for re-use for any thickness of walls (As Per SOR 25-26 Unique Code W-0034)

ROAD A - FOR BOX CULVERT AT KM 6/2,7/4,8/2

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 150 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 MORT& H specification No. 803

ROAD A - ROAD FURNITURE

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate/ methy methecrylate/ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light enteing the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also conform to the MORTH circular No RW/ NH.33023/10/97-DO. III dt. 11/06/97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/-5 degree. Each rflector 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+/-2mm and height not less than 30+/-2mm) 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 resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall supoort a load of 13635kg tested in accordance with ASTN D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete

ROAD A - ROAD FURNITURE

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 - Ref;ectrp 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)

ROAD A - ROAD FURNITURE CHAVRON BOARD

ROAD A - ROAD FURNITURE 90CMX90CM EQUILATERAL TRIANGLE BOARD

ROAD A - ROAD FURNITURE 90 CM CIRCULR BOARD

ROAD A - ROAD FURNITURE 90 CM HIGH OCTAGON

Providing and fixing of Retro Reflectorized Overhead Cantry Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67-2012 and ASTMD4956-09, specification and fixed over 2mm thick aluminnum sheet fixed on back supporting frame mild steel L angle of size 50mmx50mmx6mm. Ther vertical support post ofr the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick suport posts. MS Base plate of sing board at the top and bottom respectively. MS Stiffiencer plates 8mm thick of size 420x420,682x420, 288x288,288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro -reflection values against the values as mentioned in Table 6.0 of IRC67-2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as Per UL2801 standards. The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdooor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.801) Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete

ROAD A - ROAD FURNITURE

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.

ROAD A - ROAD FURNITURE

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

ROAD A - ROAD FURNITURE

Metal Beam Crash Barrier Type - A, “W” Double Guard. Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

ROAD A - ROAD FURNITURE

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 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 and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 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 67-2022. 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 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

ROAD A - ROAD FURNITURE

Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

ROAD A - ROAD FURNITURE

Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m

ROAD A - ROAD FURNITURE

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