Corporation Of Chennai Tender
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Corporation Of Chennai Tender
Bridge Construction
Eprocure
Opening Date8 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 16,87,45,900
Costs
EMD
₹ 16,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CoC_517481_1Tender No
Br.D.C.No.B3/005/2025Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing Reinforced Cement Concrete cast-in-situ bored PILES of 1200mm diameter in vibrated RCC M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting-setting up of piling equipment, shifting the same from one pile location to another pile location, dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform, forming approaches to the working platform, mixing concrete, filling it in position, compacting, including diversion of water course if necessary and all other incidental charges etc., Complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW PIERS AND ABUTMENTS (Rate for 1m Up to 25 m depth) MORTH -REF. NO. 1100,1600 & 1700 - SL.NO.12.24 Pg No.505
920.65
-
11553558.18
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Stripping of concrete at pile top of piles for the required depth to expose the pile reinforcement so as to anchor the same with pile cap reinforcement ,bending ,cleaning including labour charges, hire charges for tools and plants and all other incidental charges etc complete including cutting extra length of reinforcement if found necessary and as conforming MoRTH specification as directed by the Engineer
108
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128714.4
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Dynamic load test
6
-
495600
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Providing Ready Mix plain cement concrete M 15 Grade using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing, laying,compacting, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete confirming to MoRTH specifications, as directed by the Engineer. MORTH
Ref. No. 1500, 1700, & 2100 Sl.No.12.08 (Case-II) PG-403
208
-
1374464
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including form work & supports, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for Pile Cap
582
-
4424794.68
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Providing vibrated Reinforced controlled Ready Mix cement concrete M35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including form work & supports, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for Abutment, Pier & pier cap (Rate for upto 5m height) MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.40 (D Case-I) PG-522
327
-
2700634.14
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Providing vibrated Reinforced controlled Ready Mix cement concrete M35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including Staging & form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer Retaining wall/Abutment wall/Return wall/Dirt wall and Box culvert slab & wall including form work etc., complete (Upto 5m height) MORTH Ref. No. 1500, 1700, & 2100 Sl.No.15.12 (D Case-I) PG-667
613
-
5718002.7
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Supplying, fabricating, fixing and erection of structural steel (Grade E350) for super structure complete as per drawing and technical specification, Morth Vol.I Revision 2,2019, page no.630
183000
-
33038820
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Metallization with sprayed Aluminium for bridge girders as per IRS-B1-2001 with latest correction slip after through cleaning of surface and roughened by compressed air blasting with suitable abrasive material sand/grit as per site condition and spraying molten aluminium metal with specialized gun to get nominal thickness of 150 microns & primer with aluminium paint of two coats of thickness of 110 microns. The purity of aluminium wire shall be 99.5% confirming to IS:2590 etc., complete from IR unified Std. data analysis chapter 4, bridge works
183000
-
6478200
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Providing vibrated Reinforced controlled Ready Mix cement concrete M35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including Staging & form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for T-Beam & Deck Slab (Rate for upto 5m height) MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.40 (D Case-I) PG-522
182
-
1647209.2
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Providing vibrated Reinforced controlled Ready Mix cement concrete M40 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing, lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - Approach slab / kerb/ Pedestal MORTH Ref. No. 500, 1700, & 2100 Sl.No.12.08 (I Case-I) PG-416 & 612
66
-
513774.36
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 40 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel ) confirming to MoRTH specifications, as directed by the Engineer - Crash barrier/ Handrail (Height 1100mm)
451.2
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2553467.14
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Supplying and fixing Hand Rail with vertical cast iron leg 1.2m c/c of 1m height of approximate weight 20 kg each .1 kg (+) with short blasting, power coating & poly urethene paint finish and top SS pipe of 63mm dia of 304 grade with thickness 2mm thick grade polished, and 2 nos. of 40mm thick GI pipe railing of wall thickness 2mm, Galvanised Iron with primer & polyurethene paint finish, and 4 nos of 25mm dia. GI pipe of wall thickness 2mm Galvanised, Iron with primer & polyurethene paint finish including erection charges, inclusive of bolts,nuts fixures, fastners welding charges including transportation handling charges as directed by Engneer In Charge
112.8
-
1353600
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supply and fabricating of Corrosion Resistant Steel/HCRM bars of Fe-500D required for all RCC items of works invloved In Bridge Structures in the schedule and cost of TOR steel confirming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening,cutting,bending, type grills with GI wires including overlapping to the required lenght whereever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provsion of spacer bars, cover blocks and all other charges etc., complete, as per standard specifications Fe-500D
387
-
43839360
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Providing and driving in position Permanent M.S.liner for 1200mm dia piles from bottom of pile cap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving of MS liner 6mm thick to be left permenantly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc. complete
480
-
8341372.8
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Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completely assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I and II respectively and other parts confirming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRT&H Specifications complete,, including cost of all materials, labour, with all lead and lift, loading, unloading, transpotring, etc,complete,as per the directions of eng-in-charge of work, and in accordance with MoRT&H Technical Specification Clause 2000 & 2200 - Fixed Bearing (HD ANNEX-III PAGE NO.275, HW-W0047
3
-
2548658.4
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Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface,completely assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I and II respectively and other parts confirming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRT&H Specifications complete,, including cost of all materials, labour, with all lead and lift, loading, unloading, transpotring, etc,complete,as per the directions of eng-in-charge of work, and in accordance with MoRT&H Technical Specification Clause 2000 & 2200 - Longitudinal Sliding Bearing (HD ANNEX-III PAGE NO.275, HW-W0048
12
-
8911879.2
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Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface,completely assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I and II respectively and other parts confirming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRT&H Specifications complete,, including cost of all materials, labour, with all lead and lift, loading, unloading, transpotring, etc,complete,as per the directions of eng-in-charge of work, and in accordance with MoRT&H Technical Specification Clause 2000 & 2200- Free Bearing
(HD ANNEX-III PAGE NO.275, HW-W0046)
9
-
6328564.2
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Supplying and installation of strip seal expansion joint system catering to maximum horizontal movement upto 40mm complete as per approved drawings and standard specifications to be installed by the manufacturer or their authorized representative ensuring compliance to the manufacturers instructions for installation conforming to MoRTH specification for road and bridge works in the expansion gap provided inbetween decks over piers and in between deck with fatigue tested structural steel section at the nosing and and anchorage assembly including cost and conveyance of all materials cost of testing as per MoRTH specification including labour equipments and all other incidental charges for fixing joints etc., complete as per standard technical specifications 2607 of MoRTH and as per the directions of Engineer in charge for Strip seal expansion jointover deck slab and approach slab and as per the directions of Engineer incharge etc., complete.
60
-
989854.8
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Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (HD ANNEX III PAGE NO.266, W-0222)
38
-
112014.8
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Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen ( Procured from State/ Central Public sector undertakings only) for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller & Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 [The Rate Is Applicable Only If It Is Laid By 9M Paver Finisher].
846
-
467205.02
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Providing And Laying Mastic Asphalt 25 mm Compacted Thick Using 13.2 mm Irc Metal Quarry Dust Lime (Shell Lime) With 80 Kg of VG40 Grade Bitumen Including Cost And Conveyance of All Materials To Site Including Labour Charges Etc. And Including Hire Charges And Fuel Charges For Machineries And All Other Tools And Plants Required Including All Other Incidental Charges Etc. Complete As Per Specification Clause 515 of Mort & H
846
-
1393708.69
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Providing and fixing 110mm dia PVC soil or vent pipe.with relevent ISI STD
492
-
276294.31
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Providing filter media with 6 to 20mm ISS size graded metal and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance of all materials to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., completed as conforming MoRTH specification as directed by the Engineer
141
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328101.36
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Acrylic anti-carbonation coating for New Concrete (Bridges & Flyover) Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation, heavy rain, industrial pollution & carbonation. Apply without any dilution @ 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration – Concrete Guard (Coulombs) 575 as per ASTM C 1202 : 2019, SRI value of 104 as per ASTM E 1980 : 19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading @ 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per specification as per the direction of the Engineer In charge (PWD ANNEX-II PAGE NO.43, W-0307)
205.62
-
81523.06
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Acrylic anti-carbonation coating for New Concrete (Bridges & Flyover) Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation, heavy rain, industrial pollution & carbonation. Apply without any dilution @ 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration – Concrete Guard (Coulombs) 575 as per ASTM C 1202 : 2019, SRI value of 104 as per ASTM E 1980 : 19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading @ 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per specification as per the direction of the Engineer In charge (PWD ANNEX-II PAGE NO.43, W-0307)
539.78
-
214011.35
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Providing grouted rough stone apron or revetment 30cm thick including supply of rough stone to proper shape and size, laying in position and packing properly grouting to 23cm deep with stone jelly concrete in CC 1:3:6 using 20mm ISS size BG metal and pointing the top portion of the apron or revetment to 75mm deep with C.M.1:3 including finishing to proper slope level curing etc complete.
282
-
1581132.43
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Supplying and filling with earth up to 5 Km. for foundation and basement,etc.,including watering and consolidating,etc.,complete
1461
-
558293.68
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Gravel backing for revetment (15cm thick) Sl.223 of PWD Sandard data book
807
-
1492562.8
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Supplying and laying Double Walled Corrugated casing duct of size 200mm Outer dia and 170mm inner dia made from High density Polyethylene material confirming to IS 14939 Part-II 2001
564
-
306139.2
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Supplying and erecting centering for sides and soffits including supports and structting upto 3m high for plane surfaces such asRCC coloumns,top and bottom slabs of boxing. sill labs,sun shades,etc.,with necessary facia using mild steel sheets ofsize 90x60cm and 10 gauge stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over silverOak (country wood) joists of size 10x6.5cm spaced at about 90cmcentre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.,complete
15
-
20085.96
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Supply and fixing of Pre-fabricated Structural Steel DECKING SHEET having minimum 345 Mpa yield Strength, colour coated Galvanised Structural Steel DECKING SHEET Zinc coating as per IS:277 of equivalent Standard. The structural decking panel shall have 955/
m² effective width (Overall Width of 931mm), nominal crest height 50 mm deeper shall have 2301mm centre to centre pitch with the thickness of 1.25 mm BMT for fixing us side of ribs for required length as per Concrete thickness at embossment (share grove) on top & side of ribs for better composite action and shall have the site (165mm Avg) with self drilled screws and EPDM wafers
1080
-
2153736
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Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314-1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing (upto 8m)
192
-
2183619.26
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Construction of Temporary Wooden Foot Bridge for pedestrian traffic with causurina posts for vertical, horziontal, runner, crossstiffners, diagonal brace, incline props, handrailing and with 4 cm thick wooden planks nailed to country wood runners 3" x 2" etc., complete.
240
-
792676.8
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Carting away the surplus earth and debris to a lead of 10km.including Loading, unloading and dumping in the Corporation Land as directed during the execution.
2344
-
570885.89
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Hire charges for Diesel Pump set for 12.5 HP
6480
-
5428255.82
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Providing height barrier ISMB steel girder of all section for roof beams & Columns
4065.6
-
917600.23
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Supplying and filling with earth up to 30 Km. for foundation and basement,etc.,including watering and consolidating,etc.,complete
930
-
625836.25
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Embankment Construction with Material Obtained from Borrow Pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2
729.2
-
349861.41
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Construction of subgrade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
608
-
322848
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Providing and Laying Granular sub base (GSB) by provided coarse graded material confirming to ( table 400-1) 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 compacted with vibratory power roller to achieve the desired dry density to the required grade and cross slope as per drawings all others incidental charges etc.complete as per clause of 401 Morth Specification
45
-
97356.2
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick 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 including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
56.25
-
163601.1
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means
225
-
21240
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
225
-
4590.49
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Providing and laying Tack coat over the existing bituminous surface using 2.0 kgs of bitumen emulsion (Rapid Setting 1) ( Procured from State/ Central Public sector undertakings only) per 10 Sq.m area including cost of bitumen emulsion at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per Clause 503 of MoRT&H Specifications Rev.5 (This rate is applicable only if the Work is carried out during NIGHT)
491.4
-
16920.08
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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in 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 with paver to the specified grades and cross sections and compacted by Vibratory Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, 9m paver finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
225
-
138731.72
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Providing And Laying Bituminous Concrete 40mm Thick Using 0.2089Cu.m of 13.2-10mm Metal 0.1372 Cu.m of 10-5mm Metal 0.2387 Cu.m of 5mm And Below Metal of Specified Grading Aggregates And 0.012 Cu.m of Quarry Dust With 50.3 Kg of Vg30 (60/70 Grade) Bitumen For Premixing Per 10Sq.m Including Cost And Conveyance of All Materials to Work Site And Stacking Them On Road Side To Standard Departmental Metric Gauge For Pre-Measurement Heating The Bitumen In Bitumen Boiler Heating The Aggregates And Mixing Them With Bitumen In Mini Hot Mix Plant Spreading The Mix In The Required Temperature For Uniform Thick of 40mm Over A Previously Prepared Surface To Specified Grade And Cross Section And Consolidated By 8-10 Tonne Vibratory Roller To The Required Density Including Labour Charges Spreading Etc. Including Hire Charges For Machineries And All Other Tools Including Fuel And All Other Incidental Charges Etc. Complete As Per Clause 507 of Morth Rev-5
225
-
116910.27
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Providing Speed Breakers As Per IRC Design [Clause 5 6 of Irc: 99- 1988] With Bituminous Concrete (As Per Clause 509 of Mort&H Specification) To The Required Grade Level And Alignment And Rolled With Vibratory Roller Etc. Complete And As Directed By Engineers And As Per The Plan Enclosed for Bus Route Roads
53.28
-
292013.52
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Providing And Fixing of Retro Refelctorised Cautionary,90 cm Equilateral Triangle Mandatory And Informatory Signs (Without Definition Board) Made Out of High Intensity Prismatic Grade Sheeting To Type – Iv Standards of Irc 67 . 2012 And Astm D 4956 – 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over A Back Supporting Frame of 25mm X 25mmx3mm. Mild Steel Angel And Supported on a Mild Steel Angel 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 45mmx45cmx60cm 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 – Reflection Sheet Shall Consist of Minimum Coefficient of Retro-Reflection As Per Table 6.6 of Irc 67X2012. The Retro Reflection Sheeting Shall Be Covered Under 7 Years 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)
33
-
199606.44
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Providing And Laying of Hot Applied Thermoplastic Compound 2.5 mm Thick Including Reflectorising 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 Etc Completed As Per Mort& H Specification No.803
133.8
-
140516.76
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Providing And Fixing of Retro Refelctorised Hazard Traffic Sign Made Out of High Intensity Prismatic Grade 30cm X 90 cm Rectangular 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 25mm X 25mmx3mm. Mild Steel Angel And Supported On A Mild Steel Angel Post 75X75X6mm 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 – Reflection Sheet Shall Consist of Minimum Coefficient of Retro-Reflection As Per Table 6.6 of Irc 67-2012. The Retro Reflection Sheeting Shall Be Covered Under 7 Years 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)
33
-
155760
... More
Providing And Fixing Reflective Road Studs of Category a Raised Pavement Markers Made Out of Poly Carbonate / Methyl 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 Entering The Lens Face With Retro Reflectance And Chromaticity Values Conforming to astm D4280. The Reflective Raised Pavement Markers Shall Also Confirm To The Morth Circular No Rw/Nh. 33023/10/97- Do.Iii Dt 11.06.97. The Height, Width And Length Shall Not Be Less Than 15mm, 90mm And 100mm And With Minimum Reflection Area of 13 Sq.m On Each Side And The Slope To The Base Shall Be 35+/-5Degree Each Reflectors Shall Have A Cil Not Less Than Values Specified In Table 2 of Said Morth Circular. The Strength of Deteachment 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 500Kgf. Fixing Will Be By Drilling Holes On The Road For The Shanks to Go Inside, Without Nails And Using Epoxy Resin Based Adhesive As Per Manufacturer’S recommendation And Complete As Directed By The Engineer.The Marker Shall Support a Load of 13635Kg Tested In Accordance With Astm D4280 And Confirming to Irc 35-2015 Guidelines And .2 Year Manufacturers Warranty For The Satisfactory Field Performance To Be Submitted To The Engineer Incharge For Payment Processs As Mort&H Specification 804 Etc., Complete
95
-
53808
... More
Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 20 m apart, 1.8 m overhang, fitted with sodium vapour lamp and fixed firmly in concrete foundation.
13
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1227200
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