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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC Accepted |
| 2 | 2₹1.2 Cr+₹1.2 L (0.95%)Rejected-AOC NO 1 1 ANNA STREET ETHIRAJ NAGAR WEST MAMBALAM METTUPALAYAM CHENNAI 600 033 | CHENNAI | TAMIL NADU | 600033 | ₹1.2 Cr+₹1.2 L (0.95%) | 2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SRK CONSTRUCTIONS H1 | THANGAM NAVEEN INFRA DEVELOPERS H2 |
|---|---|---|---|---|---|
| 1.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. | 1,176 | m3 | 1,950 ₹22,93,200 | 1,940 ₹22,81,440 Lowest |
| 2.00 | Providing, Laying, Spreading and Compacting grading aggregates to WET MIX MECADAM Specification in 150mm thick including premixing the materials with water at OMC in mechanical mix plant. Cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete as per clause 406 of MORTH Rev-5 | 784 | m3 | 2,500 ₹19,60,000 | 2,493 ₹19,54,512 Lowest |
| 3.00 | Providing and laying Prime Coat over WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 Clause 502 of MORTH Rev-5 | 7,840 | m2 | 90 ₹7,05,600 | 84 ₹6,58,560 Lowest |
| 4.00 | Providing and laying Tack coat 2.5Kg per 10sqm over WMM Surface using of Emulsion Biumen ( RS 1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification. | 7,840 | m2 | 25 ₹1,96,000 | 19 ₹1,48,960 Lowest |
| 5.00 | 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 them in 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 | 392 | m3 | 10,500 ₹41,16,000 | 10,495 ₹41,14,040 Lowest |
| 6.00 | Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 50.3 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 236 | m3 | 11,050 ₹26,07,800 | 11,040 ₹26,05,440 Lowest |
| 7.00 | Road Marking with Hot Applied Thermoplastic Compound 2.5mm thick with Reflectorising Glass Beads on Bituminous Surface inlcuding refectorising glass beads @ 250 gms per sqm area, exclusive of surface applied glass beads. The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH specification No. 803. | 392 | m2 | 890 ₹3,48,880 Lowest | 890 ₹3,48,880 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Officer
Pattanam Town Panchayat
Providing of B. T.Road at Ward No.3, Allathur Yeri Chinna Pannaiyam, Ward No.05, Karuppanar Kovil Street, in Pattanam Town Panchayat in Namakkal District.
2026_DTP_655531_1
ROC NO.410/2025-2
Open Tender
Civil Works
Works
180 days
Pattanam Town Panchayat
As per Tender Notice
3 documents required · 3 mandatory
₹0
₹1.5 L
Pattanam Town Panchayat
6 Mar 2026
12 Feb 2026
25 Feb 2026
12 Feb 2026
25 Feb 2026
12 Feb 2026
12 Feb 2026 - 25 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401. | - | m3 | 1.25 | - |
| 2 | Providing, Laying, Spreading and Compacting grading aggregates to WET MIX MECADAM Specification in 150mm thick including premixing the materials with water at OMC in mechanical mix plant. Cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete as per clause 406 of MORTH Rev-5 | - | m3 | - | - |
| 3 | Providing and laying Prime Coat over WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 Clause 502 of MORTH Rev-5 | - | m2 | 100 | - |
| 4 | Providing and laying Tack coat 2.5Kg per 10sqm over WMM Surface using of Emulsion Biumen ( RS 1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc complete standard specification As per clause 503 of MORTH Rev - 5 Specification. | - | m2 | 100 | - |
| 5 | 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 them in 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 | - | m3 | 53 | - |
| 6 | Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 50.3 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | - | m3 | 10 | - |
| 7 | Road Marking with Hot Applied Thermoplastic Compound 2.5mm thick with Reflectorising Glass Beads on Bituminous Surface inlcuding refectorising glass beads @ 250 gms per sqm area, exclusive of surface applied glass beads. The finished surface to be level uniform and free from streaks and holes etc., complete as per MORTH specification No. 803. | - | m2 | 11 | - |
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