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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 LRejected-AOC KARUR | ₹2.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SPE CONSTRUCTION L2 | DRS Constructions L1 |
|---|---|---|---|---|---|
| 1.01 | Patch work Type-A
Providing and laying Tack Coat over existing B.T Surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for prparatory 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 Premix Carpet with Seal Coat Type - A to 20 mm thick using 0.18 cum of 13.20mm 0.09 cum of 11.20 mm and 0.09 cum of 6.70mm with 24.40 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to required temperature, including fuel and all other Incidental charges etc. complete as per specification using CMP as per MORTH rev 20-30 ton 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 6 tonne Vibratory pneumatic Roller to the required density etc. including labour for attending the paver to site etc. including hire charges and fuel charges for 20-30: CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher. Vibratory/Pneumatic roller and all other tools and plant required. | 48 | M2 | 420 ₹20,160 | 322 ₹15,456 |
| 1.02 | Patch work Type-B
Providing and laying Tack Coat over existing B.T Surface using 2.00 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 Clause 503 of MORTH Rev-5
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which should consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
Providing and laying Bituminous Concrete 40mm 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 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste 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 40 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 | 172 | M3 | 750 ₹1.3 L | 610 ₹1.0 L |
| 1.03 | Patch work Type-C
Earthwork excavation complete direction as per the Deptl. Officers (100mm)
Conveyance of Excavated earth Complete Direction as per the Dept officers (5 KM) (40% of earth work qty)
Wet Mix Macadam, Providing, laying spreading and compacting Wet Mix Macadam with clean, crushed.graded aggregates and granular material and finised in accordance with the requirements of the specifications and thickness as per approve plans or as directed by the engineer (100mm)
Providing and laying Prime Coat over WBM/ 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
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 Clause 503 of MORTH Rev-5 | 45 | M3 | 880 ₹39,600 | 703 ₹31,635 |
| 1.04 | Patch work Type-D
Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. (75mm thick)
Plain Cement Concrete M20(1:1.5:3) (one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification (75mm thick). | 22 | M2 | 900 ₹19,800 | 721 ₹15,862 |
Tender Value
₹2 L
EMD Value
₹2,000
Closing Date
12 Nov 2025, 3:00 pmClosed
COMMISSIONER, KULITHALAI MUNICIPALITY
No. 10, Old Hospital Kadai street, Kulithalai
Rectification of pot holes with patch work in Kulithalai Municipality
2025_MAWS_621460_1
2160/2025/E1
Open Tender
Civil Works - Roads
Kulithalai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹2,000
Yes
2 Jan 2026
8 Nov 2025
12 Nov 2025
8 Nov 2025
12 Nov 2025
8 Nov 2025
Amount
Patch work Type-A Providing and laying Tack Coat over existing B.T Surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for prparatory 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 Premix Carpet with Seal Coat Type - A to 20 mm thick using 0.18 cum of 13.20mm 0.09 cum of 11.20 mm and 0.09 cum of 6.70mm with 24.40 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to required temperature, including fuel and all other Incidental charges etc. complete as per specification using CMP as per MORTH rev 20-30 ton 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 6 tonne Vibratory pneumatic Roller to the required density etc. including labour for attending the paver to site etc. including hire charges and fuel charges for 20-30: CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher. Vibratory/Pneumatic roller and all other tools and plant required.
Patch work Type-B Providing and laying Tack Coat over existing B.T Surface using 2.00 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 Clause 503 of MORTH Rev-5 Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which should consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) Providing and laying Bituminous Concrete 40mm 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 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste 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 40 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
Patch work Type-C Earthwork excavation complete direction as per the Deptl. Officers (100mm) Conveyance of Excavated earth Complete Direction as per the Dept officers (5 KM) (40% of earth work qty) Wet Mix Macadam, Providing, laying spreading and compacting Wet Mix Macadam with clean, crushed.graded aggregates and granular material and finised in accordance with the requirements of the specifications and thickness as per approve plans or as directed by the engineer (100mm) Providing and laying Prime Coat over WBM/ 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 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 Clause 503 of MORTH Rev-5
Patch work Type-D Supplying and filling in foundation and basement with Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. (75mm thick) Plain Cement Concrete M20(1:1.5:3) (one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification (75mm thick).
SPE CONSTRUCTION (BID ID -1509401)
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