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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 CrRejected-AOC MADURAI | MADURAI | TAMIL NADU | 625001 | ₹1.3 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | HEADWAY CONSTRUCTION L2 | SRI BALAJII CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation in all kinds of soils except hard rock requiring blasting, inclusive of shoring, strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing the surplus earth within compound in places as shown by the deptl.officers, clearing and leveling the site with initial lead of 10M and lift of 2M etc.Comp.SI.No.514-rate for 10m3 | 1,865 | M3 | 97.7 ₹1.8 L | 92.5 ₹1.7 L |
| 2.01 | 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. 514,112,401, 900 | 666 | M3 | 2,190.5 ₹14.6 L | 2,074.3 ₹13.8 L |
| 3.01 | Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification 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 subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 666 | M3 | 2,793.3 ₹18.6 L | 2,645.2 ₹17.6 L |
| 4.01 | 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 Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications | 6,660 | M2 | 92.2 ₹6.1 L | 87.3 ₹5.8 L |
| 5.01 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder 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 as per 503 of MORTH Rev V Specifications | 6,660 | M2 | 20.8 ₹1.4 L | 19.7 ₹1.3 L |
| 6.01 | 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 | 333 | M3 | 11,487.9 ₹38.3 L | 10,878.7 ₹36.2 L |
| 7.01 | Providing and laying Bituminous Concrete to 30mm/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 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. | 200 | M3 | 12,082.3 ₹24.2 L | 11,441.6 ₹22.9 L |
| 8.01 | Road marking with hot applied thermoplastic compound with reflect rising glass beadsd on Bituminous surface Providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms .per sqm. area. thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level uniform and free from streadkss dand holes etc complete. | 226 | M2 | 939.5 ₹2.1 L | 889.7 ₹2.0 L |
| 9.01 | Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., compl | 39 | No | 5,411.5 ₹2.1 L | 5,124.5 ₹2.0 L |
| 10.01 | Manufacturing Supply and Fixing of Retro Reflective Road Name sign board single arrow big size out if wide angle cuble corner micro prismatic grade sheeting confirming to IRC 67:2010 & 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 65 NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmX30cmX45cm complete. The information message shall be made out cut out letters in blue transparant overlay film as per IRC 67-201 Guidelines , 7years pre qualification warrenty for Retro Reflective sheeting from the original sheeting manufacture & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor. The sign board shall be Retro Reflective type XI. The Retro Reflective sheeting should have manufactures WATERMARK on the sheeting surface for identification. Single Arrow Big Size 36" X 18" | 10 | No | 18,474.5 ₹1.8 L | 17,494.8 ₹1.7 L |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
24 Dec 2025, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai , Thallakulam , Madurai
Formation of BT Road Surface at Pearl Residency 3rd West Street 115018R07638 ,Pearl Residency 3rd East Street 115018R07642, Pearl Residency 1st West Street Ward No 18.
2025_MAWS_629957_1
E1 / EST 017517 / 15th CFC AAQ / 2025-26(PACK 01)
Open Tender
Civil Works
Madurai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.2 L
12 Mar 2026
9 Dec 2025
24 Dec 2025
9 Dec 2025
24 Dec 2025
9 Dec 2025
Amount
Earth work excavation in all kinds of soils except hard rock requiring blasting, inclusive of shoring, strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated depositing the surplus earth within compound in places as shown by the deptl.officers, clearing and leveling the site with initial lead of 10M and lift of 2M etc.Comp.SI.No.514-rate for 10m3
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. 514,112,401, 900
Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification 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 subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
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 Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder 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 as per 503 of MORTH Rev V Specifications
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 30mm/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 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.
Road marking with hot applied thermoplastic compound with reflect rising glass beadsd on Bituminous surface Providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms .per sqm. area. thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level uniform and free from streadkss dand holes etc complete.
Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., compl
Manufacturing Supply and Fixing of Retro Reflective Road Name sign board single arrow big size out if wide angle cuble corner micro prismatic grade sheeting confirming to IRC 67:2010 & 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 65 NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmX30cmX45cm complete. The information message shall be made out cut out letters in blue transparant overlay film as per IRC 67-201 Guidelines , 7years pre qualification warrenty for Retro Reflective sheeting from the original sheeting manufacture & a certified copy of three years out door exposure report from an independent test lab for the product offered shall be submitted by the contractor. The sign board shall be Retro Reflective type XI. The Retro Reflective sheeting should have manufactures WATERMARK on the sheeting surface for identification. Single Arrow Big Size 36" X 18"
Add GST 18%
HEADWAY CONSTRUCTION (BID ID -1542222)
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