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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹2.8 Cr+₹13.0 L (4.90%)Rejected-AOC KAMARAJ NAGAR AVADI CHENNAI TAMIL NADU | CHENNAI | CHENNAI | TAMIL NADU | 600071 | ₹2.8 Cr+₹13.0 L (4.90%) | L2 | Rejected-AOC L2 BIDDER |
| Sl No | Description | Qty | Unit | M Karthik L2 | THILLAI NATARAJA ROAD CONSTRUCTIONS P LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation | 1,657 | M3 | 100 ₹1,65,700.2 | 96.75 ₹1,60,314.94 Lowest |
| 2.00 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 2,164 | M3 | 1,624 ₹35,14,332.75 | 1,547.6 ₹33,49,003.3 Lowest |
| 3.00 | CEMENT CONCRETE - M7.5 (1:4:8) (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 1,176 | M3 | 5,804 ₹68,25,515.61 | 5,533 ₹65,06,819.07 Lowest |
| 4.00 | Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site and cost form work and centering soft water labour charges for mixing, transporting, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement | 1,176 | M3 | 7,645 ₹89,90,535.29 | 7,287.5 ₹85,70,114.58 Lowest |
| 5.00 | Supply and fixing of Bitumen Pad 12mm thick including cost of material and fixing charges etc complete as directed by departmental engineer(M-0660) | 237 | M2 | 502 ₹1,18,974 | 479 ₹1,13,523 Lowest |
| 6.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications. | 482 | M3 | 2,635 ₹12,70,070 | 2,510.25 ₹12,09,940.5 Lowest |
| 7.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 2,142 | M2 | 1,612 ₹34,52,904 | 1,536.25 ₹32,90,647.5 Lowest |
| 8.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 2,670 | M2 | 95 ₹2,53,650 | 91 ₹2,42,970 Lowest |
| 9.00 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete. | 2,670 | M2 | 21 ₹56,070 | 20 ₹53,400 Lowest |
| 10.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers 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 | 134 | M3 | 11,040 ₹14,79,360 | 10,521 ₹14,09,814 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
23 Jan 2026, 3:00 pmClosed
COMMISSIONER
NM ROAD AVADI CHENNAI 54
Providing BT and CC and Paver Block Road at Ward no 31, 33, 42, 34, 44, 48, 40, 41, 48, in Zone3 Package 9
2026_MAWS_643125_1
ROC NO 9730/2025/E1 P9
Open Tender
Civil Works - Roads
Fixed-rate
90 days
AVADI CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.6 L
AVADI CORPORATION
27 Feb 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
14 Jan 2026
Earth work excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
CEMENT CONCRETE - M7.5 (1:4:8) (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Vibrated Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site and cost form work and centering soft water labour charges for mixing, transporting, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for CC Pavement
Supply and fixing of Bitumen Pad 12mm thick including cost of material and fixing charges etc complete as directed by departmental engineer(M-0660)
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications.
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with primer using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete.
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers 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
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 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
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes all complete as per Technical specifications and as directed by the Engineer - in- Charge
Raising of 60cm dia existing manhole using P.C.C 1:2:4 using 20mm metal including Centering and grouting with CC 1:2:4 using 20mm B.G.Jelly rendering the top surface smooth with cement etc, complete for 1 Manhole
Manufacturing, supply & fixing of Retro -Reflective Road name sign board single arrow big size 36" x48" inches size made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67.2012 & Type XI standards conforming to IRC 67:2012 & Type XI standards of ASTM D 4956- 09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cm x 30cm x 45cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelness, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor.
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