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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAdmitted-Finance NO 51 5 AMMAN NAGAR SUNDAR NAGAR TIRUCHIRAPPALLI 620021 | TIRUCHIRAPPALLI | TAMIL NADU | 620021 | ₹99.9 L | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance NO 888 TVS TOLGATE TIRUCHIRAPPALLI 620 020 | TIRUCHIRAPPALLI | TAMIL NADU | 620020 | ₹1.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R RENGASAMY L1 | R VELLAISAMY L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 1,364 | m³ | 231 ₹3.2 L | 244.86 ₹3.3 L |
| 2.00 | Conveyance of excavated earth and dismantled materials to a lead of 2km including loading unloading charges and filling up in the low lying area as directed by the departmental officers etc., complete | 819 | m³ | 67 ₹54,873 | 71.02 ₹58,165.38 |
| 3.00 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using 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 | 758 | m³ | 2,623 ₹19.9 L | 2,780.38 ₹21.1 L |
| 4.00 | Prime Coat Over WBM/ WMM Surface
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of mulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 | 7,573 | m² | 89 ₹6.7 L | 94.34 ₹7.1 L |
| 5.00 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per 503 of MORTH Rev-5 Specifications | 7,573 | m² | 20 ₹1.5 L | 21.2 ₹1.6 L |
| 6.00 | BM (Grade-II) 50mm Thick Using VG30
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20- 30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using
CMP as per clause 504 of MORTH Rev-5 | 379 | m³ | 10,662 ₹40.4 L | 11,301.72 ₹42.8 L |
| 7.00 | BC 30/40mm Thick (Grade-II) Using VG40 Bitumen and Plastic Waste
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 | 228 | m³ | 11,230 ₹25.6 L | 11,903.8 ₹27.1 L |
| 8.00 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm. area, thickness of 2.5mm is exclusive of surface applied glass bonds as per IRC 35. The finished surface to be level, uniform and free streaks and holes etc., complete (as per MORTH & H specification No. 803) | 227 | m² | 890 ₹2.0 L | 943.4 ₹2.1 L |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
5 Feb 2026, 3:00 pmClosed
The Commissioner, Tiruchirappalli City Corporation
Bharathidasan Road, Cantonment, Trichy - 620 001
Formation of BT Surface using CMP with paver finisher AT Ward No.8.
2026_MAWS_649503_1
TN402/2025-26 PACKAGE 26
Open Tender
Civil Works - Roads
90 days
zone 4
CONDITION
3 documents required · 3 mandatory
₹10,000
₹1.2 L
14 Mar 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.
Conveyance of excavated earth and dismantled materials to a lead of 2km including loading unloading charges and filling up in the low lying area as directed by the departmental officers etc., complete
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using 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
Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of mulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per 503 of MORTH Rev-5 Specifications
BM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20- 30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
BC 30/40mm Thick (Grade-II) Using VG40 Bitumen and Plastic Waste 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 reflectorising glass beads at 250gms per sqm. area, thickness of 2.5mm is exclusive of surface applied glass bonds as per IRC 35. The finished surface to be level, uniform and free streaks and holes etc., complete (as per MORTH & H specification No. 803)
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