Corporation Of Chennai Tender
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The Corporation Of Chennai has issued a formal invitation for competitive bids for Demolition And Reconstruction Of Bridge Across Kodungaiyur Canal In South Avenue Road In Dn 35 Zone Iv in Chennai, Tamil Nadu, with an estimated contract value of Rs. 2,49,92,609. The bid opening date for this tender is 30-05-2025 and the last date for bid submission is 10-06-2025. Interested bidders for Corporation Of Chennai tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Corporation Of Chennai Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 May 2025
Closing Soon10 Jun 2025
Tender Amount₹ 2,49,92,609
Technical
Technical
Financial
Bid Capacity
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The formula for bid capacity is A * N * 1.5 - B.
Technical Capacity
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The required prior work experience for the bidder includes having achieved a minimum annual financial turnover of approximately Rs. 2.50 crore in any one year, in all classes of civil engineering construction works only. The bidder should have performed a total monetary value of construction work for each of the last five years. The bidder should have experience in similar works during the last five years, with specific requirements:
- Three similar completed works for a value of at least Rs. 1.00 crore each, - Two similar completed works for a value of at least Rs. 1.25 crore each, - One similar completed work for a value of at least Rs. 2.00 crore. Additionally, the bidder should have executed in any one project, the following minimum quantities of work: - Pile 1200 dia: 261 m - Cement concrete: 616 cum - Steel: 74 MT. The bidder should also have a minimum annual financial turnover of 100% of the approximate estimated cost of Rs. 2.50 crore in any one year. No specific percentage of similar works completed is mentioned, but the values of similar works completed are specified. The bidder's available bid capacity is calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder should have liquid assets and/or availability of credit facilities of not less than 10% of the work value, which is Rs. 0.250 crore (or Rs. 24.99 Lakhs). The required prior work experience for the bidder also includes having a Project Manager with B.E.(Civil) and minimum 7 years of experience or DCE with minimum 10 years of experience in Road and bridge works, a Site Engineer with B.E.(Civil) and minimum 5 years of experience or DCE with 7 years of experience in Road and bridge works, and two Site Supervisors with B.E.(Civil) / DCE and minimum 5 years of experience in road, bridge, and concrete works for each location. The bidder should submit audited balance sheets for the last five years and provide information on any litigation history. The bidder's bid capacity should be calculated based on the maximum value of civil engineering works executed in any one year during the last five years, and the number of years prescribed for completion of the works. The bidder should have a sound financial position, with adequate liquid assets and credit facilities, and should have completed similar works in the past. The bidder's experience and financial resources will be evaluated to determine their bid capacity and ability to complete the project.
Costs
EMD
₹ 2,50,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CoC_558645_2Tender No
Br.D.C.No.B3/0358/2025Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
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Documents
BOQ Items
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Initial load test using Dynamic load test for 1st pile
1
82600
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Routine load test using Dynamic load test for 1st pile
2
82600
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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 concretingsetting 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)
225
13103
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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 concretingsetting 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 BUTMENTS (For depth Above 25 m - up to 30 m)
36
14414
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Dewatering using 12.5HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
720
837
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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 for a depth 0 to 8 m
72
11373
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Supplying fabricating and driving 6mm thick permanent MS liner for piles 1200mm dia for piles
128
17377
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Supplying and fabricatingCRS/HCRM BAR OF Fe 500D STEEL rods including cutting, bending hooks, cranking, fabricating, assembling and laying in exact position,typing with soft steel wire 16 gauge ,etc., complete conforming to BIS std.
73.65440967901233
113280
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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 charage, hire charages for tools and plants and all other incidental charage etc complete including cutting extra length of reinforcement if found necessary and as conforming Morth specification as directed by the engineer.(source:Morth - standard data book for analysis of rates, first revision, page -441) for piles
35
1191
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PCC Grade M15 using batching plant & manual placing including form work consolidation , curing,etc.,comp
lete upto basement
13
7100
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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 pecifications, as directed by the Engineer - for Pile Cap
212
7895
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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)
232.2
9919
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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 coverblocks, 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 toMoRTH specifications, as directed by the Engineer - for Solid slab (Rate for upto 5m height)
85
9257
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Providing and fixing of Galvanized Iron drainage Spouts 50mm dia, as pe GOI drawing SD/205 with garting arrangements at top as shown in the drawing and 100mm dia drainage apout projecting at least 600 mm beyond the the bottom of decks slab as shown in the drawing including cost and conveyance of Glavanizes iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications 2705
6
2947
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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)
24
5824
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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 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 in the holes drilled , providing cover blocks, tremie concreting,laying,using tremie compacting including curingall other tools and plants employed and all other incidental charges etc., complet ( Excluding cost and fabricationcharges of steel and form work) confirming to MoRTH specifications, as directed by the Engineer.for crash barrier - Approach slab / kerb
23
8413
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Supplying and filling with earth up to 30 Km. for foundation and basement,etc.,including watering and consolidating,etc.,complete
295
672
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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
10
7100
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Providing Vibrated Reinforced Controlled Ready Mix Cement concrete M 30 design mix (To be designed with the material to be use using 20mm ISS size HBG metal including form work cost and conveyance of all materials to site including cement, handling charges for the same, mixing, including placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and highet, laying, compacting, providing cover blocks, finishing smooth the surface, including vibration charages, curing concrete, all other tools and plants employed and all other incidental charges etc., complete( Excluding cost and fabrication charages of steel confirming to MoRTH specification, as directed by the Engineer.( Source: MoRth - standard data book for analysis of rates, frist revision, page -344, case -II) Stormwater drain
39.800000000000004
8255
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Providing laying, Spreading and compacting Graded Stone aggregates to Wet Mix macadam 250 mm thick specification including premixing the material with water at OMC in Mechanical Mix Plant Carriage and transporting the mixed material by tipper to site, laying in uniform layers with pavers in sub base/basecourse on well prepared surface and compacting with vibratory roller to achieve the desired density, etc.,including cost of material,labour charges,rentls for machinery,fuel and all other incidental charges .Complete as per clause 406 of MoRT& H Specifications.(COMPACTION BY VIBRO MAX ROLLER IS A MUST)(This rate is applicable only if the Work is carried out during NIGHT) for WMM
150
3326
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Providing and laying Prime Coat 7Kg/10 M2 With Bitumen Emulsion (Slow Setting) ( Procured from State/ Central Public sector undertakings only) Including Cost of Bitumen emulsion At The Site Including Labour Charges For Preparing The Surface And Applying Required Quantity of Bitumen Emulsion As Prime Coat Using Bitumen Sprayer Etc. Complete Over Wet Mix Macadam As Per Clause 502 of Mort & H Specifications. (This rate is applicable only if the work is carried out during Night.)
600
101
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Providing and laying upto 75mm consolidated thick Dense Bituminous macadam using 0.40 cum for 37.50-13.20mm, 0.35 cum of 13.20- 2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 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 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 tonne 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 of MORTH rev-5.[The Rate Is Applicable Only If It Is Laid By 9M Paver Finisher] (For Profile Corrective course).
45
12234
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Providing and laying Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1)
(Procured from State/ Central Public sector undertakings only) including cost of bitumen
emulsion at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H SpecificationsRev.5 (This rate is applicable only if the Work is carried out during NIGHT)
600
21
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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 VG30bitumen ( 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 andaggregate 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 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, 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 507 of MORTH Rev-5 (This Rate Is Applicable Only If The Work Is Carried out during NIGHT )
427
565
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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(If Workdone During Night)
117
1661
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Providing Iron Barricading of size 2m width and 1 m height with 40mm dia MS Tubular pipe for verticalsupports on both sides and three lines of barricading with 25mm size MS tubular pipe and 2 x 1m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining Units and placing the barricading Units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.
240
206
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorsing glass bends @250 gms per sqm area. Thickness of 2.5mm exclusive of surface applied glass bends as per IRC 35. The finished surface to be level, uniform and free from streaks and holes
21.3
1050
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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 MORT&H specification 804 etc., complete
54
566
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Providing and Fixing of Retro Refelctorised Cautionary,60 cm circular Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming 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)
8
7413
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Providing and Fixing of Retro Refelctorised Cautionary, 90 cm equilateral triangle Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming 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 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)
4
6048
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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. for handrail, deck slab, kerb
306
396
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Providing and applying of under atmospheric, buried and immersion conditions because of their low water vapour permeability, high electrolyte resistance and good antibacterial properties with corrosion/chemical resistance of Coaltar Epoxy Coating – Shalipoxy CTE 303 witH surface preparation, Cleaning and one or more coat by Brush/roller include all tools and tackles etc.,
567
322
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