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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC NO 1 1 ANNA STREET ETHIRAJ NAGAR WEST MAMBALAM METTUPALAYAM CHENNAI 600 033 | CHENNAI | TAMIL NADU | 600033 | ₹1.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.2 Cr+₹16,371 (0.14%)Rejected-Finance | ₹1.2 Cr+₹16,371 (0.14%) | L2 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | SIVAA SAKTHI ASSOCIATES L2 | SRK CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.01 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406 | 349 | M3 | 2,491 ₹8,69,359 | 2,490 ₹8,69,010 Lowest |
| 1.02 | Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of SSI Emulsion Bitumen for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MORTH Specifications 111,112,501,503 and 900. | 3,483 | M2 | 87 ₹3,03,021 | 86 ₹2,99,538 Lowest |
| 1.03 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of RS1 Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900. | 3,483 | M2 | 20 ₹69,660 | 19 ₹66,177 Lowest |
| 1.04 | Providing and laying tack coat over existing BT surface using 2.00 Kg of Bitumen Emulsion (RSI) per 10sqm 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 503 of MORTH Rev-5 | 8,126 | M2 | 29 ₹2,35,654 | 28 ₹2,27,528 Lowest |
| 1.05 | Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 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 50 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 505 of MORTH Rev-5 | 581 | M3 | 10,608 ₹61,63,248 | 10,607 ₹61,62,667 Lowest |
| 1.06 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and blow with 46.28 kgs of VG 30 /bitzumen and shredded plastic waste 4.02 kg for premixing for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by vibratory/ roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5. | 349 | M3 | 11,500 ₹40,13,500 | 11,499 ₹40,13,151 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Seerapalli Town panchayat
Restroration of BT Road At Ward No. 1 Chinnakakaveri Thanneer thoti Bus stop to Vellakkalpatti road, Ward No.2 Jayavel house to sarasu house end and Ward No. 9 Sengattu pudu street Vinayagar kovil road in Seerapalli Town Panchayat Namakkal District
2026_DTP_641858_1
270/2025 Seerapalli TURIP Work
Open Tender
Civil Construction Goods
Works
180 days
Seerapalli Town Panchayat
As per tender Notice
3 documents required · 3 mandatory
₹0
₹1.4 L
Yes
Seerapalli Town Panchayat
29 Jan 2026
10 Jan 2026
24 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
10 Jan 2026 - 10 Jan 2026
14 Jan 2026
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for required thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MORTH 406
Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of SSI Emulsion Bitumen for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. MORTH Specifications 111,112,501,503 and 900.
Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of RS1 Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900.
Providing and laying tack coat over existing BT surface using 2.00 Kg of Bitumen Emulsion (RSI) per 10sqm 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 503 of MORTH Rev-5
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 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 50 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 505 of MORTH Rev-5
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and blow with 46.28 kgs of VG 30 /bitzumen and shredded plastic waste 4.02 kg for premixing for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by vibratory/ roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5.
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