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Tender Value
Refer Docs
EMD Value
₹91,000
Closing Date
27 Aug 2026, 5:00 pm2d left
Director ARAI
S.No.102,Vetal HIll,Off Paud Road,Kothrud,Pune.411038
Establishment of Sports Arena and Related Infrastruture Works at ARAI-Staff Quarter Kothrud Pune
2026_DHI_848303_1
ID -36-PR-20015924
Limited.
Civil Works - Others
Buy
120 days
ARAI Staff Quarter, Mahatma society, Kothrud
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹91,000
Yes
ARAI Staff Quarter,Mahatma society,Kothrud,Pune.
14 Aug 2026
14 Aug 2026
28 Aug 2026
14 Aug 2026
27 Aug 2026
15 Aug 2026
15 Aug 2026 - 20 Aug 2026
20 Aug 2026
EXCAVATION - EARTHWORK
CONCRETE WORK
REINFORCED CEMENT CONCRETE
STEEL REINFORCEMENT
MASONARY WORK
STRUCTURAL STEEL WORK
PLASTERING & PAINTING
DRAINAGE SYSTEM
DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
ROAD WORK & PARKING
Item Description
EXCAVATION - EARTHWORK
All kinds of soil.
TOTAL FOR EARTHWORK & EXCAVATION
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
TOTAL FOR MASONARY WORK
STRUCTURAL STEEL WORK
TOTAL FOR STRUCTURAL STEEL WORK
PLASTERING & PAINTING
TOTAL FOR PLASTERING & FINISHING
DRAINAGE SYSTEM
DRAINAGE SYSTEM
DISMANTLING & DEMOLISHING
TOTAL FOR DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
TOTAL FOR MISCELLANEOUS WORKS
PLATFORM WORK
TOTAL FOR PLATFORM WORK
Description
Excavation
Excavation in Murum
Excavation in Hard
Filling
Disposing off Excess or Unwanted material
Providing Excavator
Providing Dumper
Concrete
Concrete
Concrete M20
Above GR
Reinforcement
Brick Work & Plastering Work
Outside
External Plaster work
Painting
250 micron LDPE Sheet
Reinforcement FE 550D
Structural Steel Work
Vertical Post Sq. Tube(150*150*4)mm
Foundation Bolt
Asphalt Sub Base
Acrylic Coating Court 8 Layers Soft Coating Material
1.5mm Net for Roof
2.5mm Net for Sides
Item Description
TYPES OF ROADS
Amount
EXCAVATION - EARTHWORK
TOTAL FOR EARTHWORK & EXCAVATION
SOLING AND FLOORING
TOTAL FOR SOLING & FLOORING
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
TOTAL FOR MASONARY WORK
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
TOTAL FOR DOOR & WINDOWS
STRUCTURAL STEEL WORK
TOTAL FOR STRUCTURAL STEEL WORK
FLOORING
TOTAL FOR FLOORING
ROOFING
TOTAL FOR ROOFING
PLASTERING & PAINTING
TOTAL FOR PLASTERING & FINISHING
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
INTERNAL SANITARY,WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
DRAINAGE
TOTAL FOR DRAINAGE
WATERPROOFING
TOTAL FOR WATERPROOFING
DISMANTLING & DEMOLISHING
TOTAL FOR DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
TOTAL FOR MISCELLANEOUS WORKS
ROAD WORK & PARKING
TOTAL FOR ROAD WORK & PARKING
Item Description
TYPES OF ROADS
Amount
EXCAVATION - EARTHWORK
TOTAL FOR EARTHWORK & EXCAVATION
SOLING AND FLOORING
TOTAL FOR SOLING & FLOORING
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
TOTAL FOR MASONARY WORK
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
TOTAL FOR DOOR & WINDOWS
STRUCTURAL STEEL WORK
TOTAL FOR STRUCTURAL STEEL WORK
FLOORING
TOTAL FOR FLOORING
ROOFING
TOTAL FOR ROOFING
PLASTERING & PAINTING
TOTAL FOR PLASTERING & FINISHING
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
INTERNAL SANITARY,WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
DRAINAGE
TOTAL FOR DRAINAGE
WATERPROOFING
TOTAL FOR WATERPROOFING
DISMANTLING & DEMOLISHING
TOTAL FOR DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
TOTAL FOR MISCELLANEOUS WORKS
ROAD WORK & PARKING
TOTAL FOR ROAD WORK & PARKING
Item Description
TYPES OF ROADS
Amount
EXCAVATION - EARTHWORK
All kinds of soil.
a) Depth not exceeding 0 to 1.5 m.
b) for Depth from 1.5m to 3m but not exceeding 3m.
a) Depth not exceeding 0 to 1.5 m.
b) For depth 1.5m to 3m , but not exceeding 3.0m.
c) For depth 3m to 4.5m , but not exceeding 4.5 m.
Pipes, cables etc. exceeding 600 mm dia but not exceeding 900 mm.
Filling with Available Approved Excavated Earth for trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 97% of proctor density (for any lead and any lift inside the ARAI Premises ). Maximum size of boulder to be 150mm.
Disposing off Excess or Unwanted material from excavation out side the plot area at a location pre approved by PMRDA or of contractors choice out side PMRDA, at any lead, as directed by the Engineer from time to time, including stacking, spreading or levelling etc. complete, including obtaining written approval of the respective land owner for such disposal and indemnifying Owner, including payment of Royalty to Government and producing the receipt for record of the Owner, and indemnifying Owner for any claim in future for short payment of Royalty etc. Measurement to be based upon Loose volume carted away by mechanical means such as Truck /Dumper.
Boulders available on Site to be Broken into smaller pieces by any mechanism, sorting size wise as per the requirement or as directed by Engineer -in-charge.
Providing Excavator (like JCB etc) with Bucket on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Operator, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
Providing Dumper with on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Diver, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
TOTAL FOR EARTHWORK & EXCAVATION
SOLING AND FLOORING
TOTAL FOR SOLING & FLOORING
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
STRUCTURAL STEEL WORK
FLOORING
ROOFING
PLASTERING & PAINTING
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
DRAINAGE
WATERPROOFING
DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
150mm Dia pipe
300mm dia pipe
450mm dia pipe
600mm dia pipe
900mm dia pipe
Providing and laying 300 mm dia.Half Round Concrete pipes in 1:3;6 cement concrete bedding in required line and level including filling the joints with cement, curing etc complete.
Dia 12mm, min. anchor inside concrete 160mm
Dia 16mm, min. anchor inside concrete 160mm
Dia 20mm min anchorage inside concrete 180mm
Bar dia 10mm
Bar dia 12mm
Bar dia 16mm
Bar dia 20mm
Bar dia 25mm
Bar dia 8mm
Rates on daily basis for providing Skilled workers,8 hr shift/day per person including required tools and tackles.
Rates on daily basis for providing Unskilled workers ,8 hr shift/day per person, including required tools & tackles.
Providing and fixing in position PVC Pipes, non pressure type, of 65mm dia as weep holes in Masonry and Concrete walls , including cutting , tying , placing in slope etc. complete.
Providing & Filling Crushed Sand in trenches, below foundation,pipes & cables etc Compacted sand etc completed as directed by Engineer in charge
Providing & Spreading Gravel ( Below 30mm ) trenches, below foundation,pipes & cables etc completed as directed by Engineer in charge
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
Providing and laying of Filter Media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
Providing Flush Grooved Pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete
Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel)
Providing & laying Dry Stone Pitching 22.5 cm thick including line & level, preparing the surface, dressing, joint filling with M10 concrete etc complete as directed by Engineer-In-Charge.
Finishing of Concrete Surface by means of grinding, polishing, filling of pores with appropriate grouts, hacking of extra concrete etc. completed to achieve smooth finish within the tolerance of +-3mm at any level etc. complete as directed by Engineer-In-Charge.
Providing and applying PU Epoxy Paint approved shade marking paint with smooth finishing as per approved paint of approved brand and manufacture of required colour to give an even shade: as per standard specifications of CPWD, including surface preparation, cleaning watering, etc. complete. Two or more coats on new / old work.
Providing & Applying one coat primer+Two coats of Heat Reflective Paint of approved brand and as per manufactures instructions SRI index 170 to be maintained.( Sunace premium Acrylic heat insulating anti carbonation coating from Sunanda Chemicals) with base preparation ect Completed.
TOTAL FOR MISCELLANEOUS WORKS
ROAD WORK & PARKING
Providing & laying sub base/ base course of Water Bound Macadam (WBM) consisting of required layers with ,Each Layer not Exceeding 150mm compacted thickness with Stone aggregate (90-40mm Graded Size) including screening,sorting,spreadingto template &consolidation with power road roller of minimum 8 MT weight complete, including spreading consolidation of screening & binding material complete as per Grade I given in Table no 400-7 In MORTH specification & following all the specifications of MORTH ,etc. complete.
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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause MORTH 401 -- Plant Mix Method and Grading - I Material, etc. complete.
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. Laying By Grader/Paver.
Proving and laying Dense Bituminous Macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing and laying Bituminous Concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing, laying and compacting of Built-up-Spray Grout Layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of ituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
60 - 65mm thick ( 30 MT )
80 mm thick ( 45 MT )
Providing and laying in position in M15 grade PCC 75mm. thk. as specified in floor bedding using graded metal washed sand, including formwork, if necessary and laying in alternate panels, if required, including consolidation, watering, curing etc. complete.
175/200mm thick. Concrete
Extra over above said item of floor concrete , for Vaccume Dewatering and Trowelling treatment such as " Tremix " treatment, including curing etc. complete.
Extra over above said item of floor concrete, for providing and spreading or mixing, Floor Hardener of Sika Make " Chapdur " @ 6kg/Sqm., or any other equivalent hardener approved by Engineer in Charge ,before final trowel finish , as per manufacturer's requirements, etc. complete.
5mm.x 20mm.deep Groove Cutting at 4m. c/c and filling with single component Sika flex pro-3 or Approved Chemical sealant , etc. complete.
Providing & fixing MS Dowel Bars 20mm.dia x 900mm. Long at 600/750mm.c/c, half length of dowel bar in to be covered during concreting by using PVC sleeve & End Plug.
12mm thick
Providing and laying at or near ground level, Factory made KERB stones of M25 grade concrete, of approved make ,in position, to required line and level and curvature, joined with C.M.: 1:3, including making joints, with or without grooves, ( thickness of joints ,except at curves will not be more than 5mm.) including making drainage openings where ever required complete etc. as per direction of Engineer-In -Charge, ( Length of finished kerb edging shall be measured for payment ) , including required excavation, including fixing in the concrete bed of M15 grade of 100mm thk and 200mm wide. Kerb Stone of 500mm L x 375 H mm x 150 W mm size etc. complete,
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer.
Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Providing and fixing Mandatory/Regulatory Sign Boards in circular shape of 600 mm dia made out of 3 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Cautionary/Warning Sign Boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing of Retro - Reflectorised informatory Sign Board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm class B aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
Item Description
TYPES OF ROADS
Amount
EXCAVATION - EARTHWORK
All kinds of soil.
a) Depth not exceeding 0 to 1.5 m.
b) for Depth from 1.5m to 3m but not exceeding 3m.
a) Depth not exceeding 0 to 1.5 m.
b) For depth 1.5m to 3m , but not exceeding 3.0m.
c) For depth 3m to 4.5m , but not exceeding 4.5 m.
Pipes, cables etc. exceeding 600 mm dia but not exceeding 900 mm.
Filling with Available Approved Excavated Earth for trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 97% of proctor density (for any lead and any lift inside the ARAI Premises ). Maximum size of boulder to be 150mm.
Disposing off Excess or Unwanted material from excavation out side the plot area at a location pre approved by PMRDA or of contractors choice out side PMRDA, at any lead, as directed by the Engineer from time to time, including stacking, spreading or levelling etc. complete, including obtaining written approval of the respective land owner for such disposal and indemnifying Owner, including payment of Royalty to Government and producing the receipt for record of the Owner, and indemnifying Owner for any claim in future for short payment of Royalty etc. Measurement to be based upon Loose volume carted away by mechanical means such as Truck /Dumper.
Boulders available on Site to be Broken into smaller pieces by any mechanism, sorting size wise as per the requirement or as directed by Engineer -in-charge.
Providing Excavator (like JCB etc) with Bucket on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Operator, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
Providing Dumper with on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Diver, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
TOTAL FOR EARTHWORK & EXCAVATION
SOLING AND FLOORING
TOTAL FOR SOLING & FLOORING
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
STRUCTURAL STEEL WORK
FLOORING
ROOFING
PLASTERING & PAINTING
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
DRAINAGE
WATERPROOFING
DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
150mm Dia pipe
300mm dia pipe
450mm dia pipe
600mm dia pipe
900mm dia pipe
Providing and laying 300 mm dia.Half Round Concrete pipes in 1:3;6 cement concrete bedding in required line and level including filling the joints with cement, curing etc complete.
Dia 12mm, min. anchor inside concrete 160mm
Dia 16mm, min. anchor inside concrete 160mm
Dia 20mm min anchorage inside concrete 180mm
Bar dia 10mm
Bar dia 12mm
Bar dia 16mm
Bar dia 20mm
Bar dia 25mm
Bar dia 8mm
Rates on daily basis for providing Skilled workers,8 hr shift/day per person including required tools and tackles.
Rates on daily basis for providing Unskilled workers ,8 hr shift/day per person, including required tools & tackles.
Providing and fixing in position PVC Pipes, non pressure type, of 65mm dia as weep holes in Masonry and Concrete walls , including cutting , tying , placing in slope etc. complete.
Providing & Filling Crushed Sand in trenches, below foundation,pipes & cables etc Compacted sand etc completed as directed by Engineer in charge
Providing & Spreading Gravel ( Below 30mm ) trenches, below foundation,pipes & cables etc completed as directed by Engineer in charge
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
Providing and laying of Filter Media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
Providing Flush Grooved Pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete
Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel)
Providing & laying Dry Stone Pitching 22.5 cm thick including line & level, preparing the surface, dressing, joint filling with M10 concrete etc complete as directed by Engineer-In-Charge.
Finishing of Concrete Surface by means of grinding, polishing, filling of pores with appropriate grouts, hacking of extra concrete etc. completed to achieve smooth finish within the tolerance of +-3mm at any level etc. complete as directed by Engineer-In-Charge.
Providing and applying PU Epoxy Paint approved shade marking paint with smooth finishing as per approved paint of approved brand and manufacture of required colour to give an even shade: as per standard specifications of CPWD, including surface preparation, cleaning watering, etc. complete. Two or more coats on new / old work.
Providing & Applying one coat primer+Two coats of Heat Reflective Paint of approved brand and as per manufactures instructions SRI index 170 to be maintained.( Sunace premium Acrylic heat insulating anti carbonation coating from Sunanda Chemicals) with base preparation ect Completed.
TOTAL FOR MISCELLANEOUS WORKS
ROAD WORK & PARKING
Providing & laying sub base/ base course of Water Bound Macadam (WBM) consisting of required layers with ,Each Layer not Exceeding 150mm compacted thickness with Stone aggregate (90-40mm Graded Size) including screening,sorting,spreadingto template &consolidation with power road roller of minimum 8 MT weight complete, including spreading consolidation of screening & binding material complete as per Grade I given in Table no 400-7 In MORTH specification & following all the specifications of MORTH ,etc. complete.
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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause MORTH 401 -- Plant Mix Method and Grading - I Material, etc. complete.
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. Laying By Grader/Paver.
Proving and laying Dense Bituminous Macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing and laying Bituminous Concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing bituminous Type A Liquid Seal Coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing, laying and compacting of Built-up-Spray Grout Layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of ituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
60 - 65mm thick ( 30 MT )
80 mm thick ( 45 MT )
Providing and laying in position in M15 grade PCC 75mm. thk. as specified in floor bedding using graded metal washed sand, including formwork, if necessary and laying in alternate panels, if required, including consolidation, watering, curing etc. complete.
175/200mm thick. Concrete
Extra over above said item of floor concrete , for Vaccume Dewatering and Trowelling treatment such as " Tremix " treatment, including curing etc. complete.
Extra over above said item of floor concrete, for providing and spreading or mixing, Floor Hardener of Sika Make " Chapdur " @ 6kg/Sqm., or any other equivalent hardener approved by Engineer in Charge ,before final trowel finish , as per manufacturer's requirements, etc. complete.
5mm.x 20mm.deep Groove Cutting at 4m. c/c and filling with single component Sika flex pro-3 or Approved Chemical sealant , etc. complete.
Providing & fixing MS Dowel Bars 20mm.dia x 900mm. Long at 600/750mm.c/c, half length of dowel bar in to be covered during concreting by using PVC sleeve & End Plug.
12mm thick
Providing and laying at or near ground level, Factory made KERB stones of M25 grade concrete, of approved make ,in position, to required line and level and curvature, joined with C.M.: 1:3, including making joints, with or without grooves, ( thickness of joints ,except at curves will not be more than 5mm.) including making drainage openings where ever required complete etc. as per direction of Engineer-In -Charge, ( Length of finished kerb edging shall be measured for payment ) , including required excavation, including fixing in the concrete bed of M15 grade of 100mm thk and 200mm wide. Kerb Stone of 500mm L x 375 H mm x 150 W mm size etc. complete,
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer.
Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Providing and fixing Mandatory/Regulatory Sign Boards in circular shape of 600 mm dia made out of 3 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Cautionary/Warning Sign Boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing of Retro - Reflectorised informatory Sign Board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm class B aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
Item Description
TYPES OF ROADS
Amount
EXCAVATION - EARTHWORK
All kinds of soil.
a) Depth not exceeding 0 to 1.5 m.
b) for Depth from 1.5m to 3m but not exceeding 3m.
a) Depth not exceeding 0 to 1.5 m.
b) For depth 1.5m to 3m , but not exceeding 3.0m.
c) For depth 3m to 4.5m , but not exceeding 4.5 m.
Pipes, cables etc. exceeding 600 mm dia but not exceeding 900 mm.
Filling with Available Approved Excavated Earth for trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 97% of proctor density (for any lead and any lift inside the ARAI Premises ). Maximum size of boulder to be 150mm.
Disposing off Excess or Unwanted material from excavation out side the plot area at a location pre approved by PMRDA or of contractors choice out side PMRDA, at any lead, as directed by the Engineer from time to time, including stacking, spreading or levelling etc. complete, including obtaining written approval of the respective land owner for such disposal and indemnifying Owner, including payment of Royalty to Government and producing the receipt for record of the Owner, and indemnifying Owner for any claim in future for short payment of Royalty etc. Measurement to be based upon Loose volume carted away by mechanical means such as Truck /Dumper.
Boulders available on Site to be Broken into smaller pieces by any mechanism, sorting size wise as per the requirement or as directed by Engineer -in-charge.
Providing Excavator (like JCB etc) with Bucket on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Operator, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
Providing Dumper with on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Diver, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
TOTAL FOR EARTHWORK & EXCAVATION
SOLING AND FLOORING
TOTAL FOR SOLING & FLOORING
CONCRETE WORK
TOTAL FOR CONCRETE WORK
REINFORCED CEMENT CONCRETE
TOTAL FOR REINFORCED CONCRETE WORK
STEEL REINFORCEMENT
TOTAL FOR STEEL REINFORCEMENT
BRICK WORK
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
STRUCTURAL STEEL WORK
FLOORING
ROOFING
PLASTERING & PAINTING
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
DRAINAGE
WATERPROOFING
DISMANTLING & DEMOLISHING
MISCELLANEOUS WORKS
150mm Dia pipe
300mm dia pipe
450mm dia pipe
600mm dia pipe
900mm dia pipe
Providing and laying 300 mm dia.Half Round Concrete pipes in 1:3;6 cement concrete bedding in required line and level including filling the joints with cement, curing etc complete.
Dia 12mm, min. anchor inside concrete 160mm
Dia 16mm, min. anchor inside concrete 160mm
Dia 20mm min anchorage inside concrete 180mm
Bar dia 10mm
Bar dia 12mm
Bar dia 16mm
Bar dia 20mm
Bar dia 25mm
Bar dia 8mm
Rates on daily basis for providing Skilled workers,8 hr shift/day per person including required tools and tackles.
Rates on daily basis for providing Unskilled workers ,8 hr shift/day per person, including required tools & tackles.
Providing and fixing in position PVC Pipes, non pressure type, of 65mm dia as weep holes in Masonry and Concrete walls , including cutting , tying , placing in slope etc. complete.
Providing & Filling Crushed Sand in trenches, below foundation,pipes & cables etc Compacted sand etc completed as directed by Engineer in charge
Providing & Spreading Gravel ( Below 30mm ) trenches, below foundation,pipes & cables etc completed as directed by Engineer in charge
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
Providing and laying of Filter Media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
Providing Flush Grooved Pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete
Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel)
Providing & laying Dry Stone Pitching 22.5 cm thick including line & level, preparing the surface, dressing, joint filling with M10 concrete etc complete as directed by Engineer-In-Charge.
Finishing of Concrete Surface by means of grinding, polishing, filling of pores with appropriate grouts, hacking of extra concrete etc. completed to achieve smooth finish within the tolerance of +-3mm at any level etc. complete as directed by Engineer-In-Charge.
Providing and applying PU Epoxy Paint approved shade marking paint with smooth finishing as per approved paint of approved brand and manufacture of required colour to give an even shade: as per standard specifications of CPWD, including surface preparation, cleaning watering, etc. complete. Two or more coats on new / old work.
Providing & Applying one coat primer+Two coats of Heat Reflective Paint of approved brand and as per manufactures instructions SRI index 170 to be maintained.( Sunace premium Acrylic heat insulating anti carbonation coating from Sunanda Chemicals) with base preparation ect Completed.
TOTAL FOR MISCELLANEOUS WORKS
ROAD WORK & PARKING
Providing & laying sub base/ base course of Water Bound Macadam (WBM) consisting of required layers with ,Each Layer not Exceeding 150mm compacted thickness with Stone aggregate (90-40mm Graded Size) including screening,sorting,spreadingto template &consolidation with power road roller of minimum 8 MT weight complete, including spreading consolidation of screening & binding material complete as per Grade I given in Table no 400-7 In MORTH specification & following all the specifications of MORTH ,etc. complete.
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/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause MORTH 401 -- Plant Mix Method and Grading - I Material, etc. complete.
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. Laying By Grader/Paver.
Proving and laying Dense Bituminous Macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing and laying Bituminous Concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates to be considered to arrive at rates)
Providing bituminous Type A Liquid Seal Coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing, laying and compacting of Built-up-Spray Grout Layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of ituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
60 - 65mm thick ( 30 MT )
80 mm thick ( 45 MT )
Providing and laying in position in M15 grade PCC 75mm. thk. as specified in floor bedding using graded metal washed sand, including formwork, if necessary and laying in alternate panels, if required, including consolidation, watering, curing etc. complete.
175/200mm thick. Concrete
Extra over above said item of floor concrete , for Vaccume Dewatering and Trowelling treatment such as " Tremix " treatment, including curing etc. complete.
Extra over above said item of floor concrete, for providing and spreading or mixing, Floor Hardener of Sika Make " Chapdur " @ 6kg/Sqm., or any other equivalent hardener approved by Engineer in Charge ,before final trowel finish , as per manufacturer's requirements, etc. complete.
5mm.x 20mm.deep Groove Cutting at 4m. c/c and filling with single component Sika flex pro-3 or Approved Chemical sealant , etc. complete.
Providing & fixing MS Dowel Bars 20mm.dia x 900mm. Long at 600/750mm.c/c, half length of dowel bar in to be covered during concreting by using PVC sleeve & End Plug.
12mm thick
Providing and laying at or near ground level, Factory made KERB stones of M25 grade concrete, of approved make ,in position, to required line and level and curvature, joined with C.M.: 1:3, including making joints, with or without grooves, ( thickness of joints ,except at curves will not be more than 5mm.) including making drainage openings where ever required complete etc. as per direction of Engineer-In -Charge, ( Length of finished kerb edging shall be measured for payment ) , including required excavation, including fixing in the concrete bed of M15 grade of 100mm thk and 200mm wide. Kerb Stone of 500mm L x 375 H mm x 150 W mm size etc. complete,
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer.
Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Providing and fixing Mandatory/Regulatory Sign Boards in circular shape of 600 mm dia made out of 3 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing Cautionary/Warning Sign Boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing of Retro - Reflectorised informatory Sign Board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm class B aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
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