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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-AOC | ₹3.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAVEENDRAKUMAR R L1 | M CHANDRAN L2 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum.. | 24 | m3 | 205.4 ₹4,929.60 | 214.8 ₹5,155.20 |
| 2.01 | Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm and 0.528m3 of 22.40-2.36mm and 0.396 m3 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 sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 24 | m3 | 2,344.5 ₹56,268 | 2,452.3 ₹58,855.20 |
| 3.01 | Providing and laying tack coat of 7kgs/10 sqm over the BT surface treated with binder using 7kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder ,including labour charges for applying the required quantity of bitumious binder as take coat manually etc., complete as per 503 of MORTH as per specification etc,. complete | 240 | m2 | 79.5 ₹19,080 | 83.2 ₹19,968 |
| 4.01 | Providing and laying tack coat of 2.5kgs/10 sqm over the BT surface treated with binder using 2.5kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder ,including labour charges for applying the required quantity of bitumious binder as take coat manually etc., complete as per 503 of MORTH as per specification etc,. complete | 240 | m2 | 17.4 ₹4,176 | 18.2 ₹4,368 |
| 5.01 | Providing and laying 50 mm compacted thick Dense Bituminous Macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tones capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor for attending to paver site etc., including hire charges and fuel charges for 20- 30t C M P with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 505 of MORTH Rev-5 specifications. | 12 | m3 | 9,754.2 ₹1.2 L | 10,202.9 ₹1.2 L |
| 6.01 | Providing and laying Bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler, tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 507 of MORTH Rev-5 specifications. | 7.2 | m3 | 10,074.9 ₹72,539.28 | 10,538.3 ₹75,875.76 |
| 7.01 | Add GST 18% | 1 | GST | 49,327.7 ₹49,327.70 | 51,596.8 ₹51,596.80 |
Tender Value
₹3.2 L
EMD Value
₹3,237
Closing Date
22 Oct 2025, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai, Thallakulam, Madurai.
Providing BT road surface at vinobaj nagar 1st street in ward 87
2025_MAWS_613157_1
E3 / EST 487 / 25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹3,237
19 Jan 2026
11 Oct 2025
22 Oct 2025
11 Oct 2025
22 Oct 2025
11 Oct 2025
Amount
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum..
Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm and 0.528m3 of 22.40-2.36mm and 0.396 m3 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 sub base / base course 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 tack coat of 7kgs/10 sqm over the BT surface treated with binder using 7kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder ,including labour charges for applying the required quantity of bitumious binder as take coat manually etc., complete as per 503 of MORTH as per specification etc,. complete
Providing and laying tack coat of 2.5kgs/10 sqm over the BT surface treated with binder using 2.5kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder ,including labour charges for applying the required quantity of bitumious binder as take coat manually etc., complete as per 503 of MORTH as per specification etc,. complete
Providing and laying 50 mm compacted thick Dense Bituminous Macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tones capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor for attending to paver site etc., including hire charges and fuel charges for 20- 30t C M P with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 505 of MORTH Rev-5 specifications.
Providing and laying Bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler, tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete using C M P clause 507 of MORTH Rev-5 specifications.
Add GST 18%
M CHANDRAN (BID ID -1488650)
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