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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹44.9 L+₹89,261.59 (2.03%)Rejected-AOC DOOR 122A THAMARAINAGAR THIRUVANNAMALAI PANCHAYAT SRIVILLIPUTTUR TK 626125 | VIRUDHUNAGAR | TAMIL NADU | 626125 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BASKAR L2 | TTR CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per CI.301 & 305 of MORTH IV Revision. For Box cutting | 139 | m3 | 125.66 ₹17,466.74 | 123.2 ₹17,124.8 Lowest |
| 2.00 | Construction of Granular Sub-base by providing close graded material,mixing in a machanical mix 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. | 70 | m3 | 1,843.38 ₹1,29,036.6 | 1,807.2 ₹1,26,504 Lowest |
| 3.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical 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 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. | 70 | m3 | 2,105.18 ₹1,47,362.6 | 2,063.5 ₹1,44,445 Lowest |
| 4.00 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion 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 | 695 | m2 | 84.28 ₹58,574.6 | 82.5 ₹57,337.5 Lowest |
| 5.00 | Providing and laying Tack Coat over 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 perClause 503 of MORTH Rev-5 | 695 | m2 | 19.57 ₹13,601.15 | 19.1 ₹13,274.5 Lowest |
| 6.00 | Advance Bitman Patch repair work with bituman 80/100 premixed chips 50mm thick 45mm IRC HBG metal premixed with 44kg Bitumen per cubic metre of Chips to the road and consolodation thick of 0.5m with all cost of materials and labour charges etc completed as per the standard specification. | 13 | m3 | 4,110.28 ₹53,433.64 | 4,029.5 ₹52,383.5 Lowest |
| 7.00 | Providing and laying Tack coat over Existing BT surface using 2kg of Bitumen Emulsion (RS-1) per 10sqm for preparatory to another bitumenous 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 - V Revision. | 3,398 | m2 | 27.91 ₹94,838.18 | 27.1 ₹92,085.8 Lowest |
| 8.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs 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 work site, 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 20-30 t 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 | 232 | m3 | 10,490.14 ₹24,33,712.48 | 10,284.4 ₹23,85,980.8 Lowest |
| 9.00 | Providing and laying Bituminous concrete to 40mm - 30mm 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 mm & below metal with 45.27 kgs of 60/70 bitumen and 5.03 kgs of shreded plastics for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 work site, spreading the mix to uniform thickness of 40 mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller (80-100 KN) 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, Vibratory / Pneumatic Rollers and all other tools and plants required, including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 507 of MORTH Rev-5. | 139 | m3 | 11,121 ₹15,45,819 | 10,902.5 ₹15,15,447.5 Lowest |
Tender Value
₹53 L
EMD Value
₹53,000
Closing Date
17 Jun 2025, 3:00 pmClosed
Executive Officer
Kottaram Town Panchayat
Strengthening of Block Topping Road from Kottaram Subregister office road Co-operative society to Karpaga Vinayagar Thirumana Mandapam and Kacheri road Ambedkar board to Rajasekaran Hospital in Kottaram Town Panchayat
2025_DTP_562280_1
144/A1/2025
Open Tender
Civil Works
Works
Kottaram Town Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹53,000
Yes
Kottaram Town Panchayat
11 Aug 2025
27 May 2025
17 Jun 2025
27 May 2025
17 Jun 2025
27 May 2025
27 May 2025 - 17 Jun 2025
5 Jun 2025
Amount
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per CI.301 & 305 of MORTH IV Revision. For Box cutting
Construction of Granular Sub-base by providing close graded material,mixing in a machanical mix 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.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 mm thick specification including premixing the materials with water at OMC in mechnanical 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 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.
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion 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 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 perClause 503 of MORTH Rev-5
Advance Bitman Patch repair work with bituman 80/100 premixed chips 50mm thick 45mm IRC HBG metal premixed with 44kg Bitumen per cubic metre of Chips to the road and consolodation thick of 0.5m with all cost of materials and labour charges etc completed as per the standard specification.
Providing and laying Tack coat over Existing BT surface using 2kg of Bitumen Emulsion (RS-1) per 10sqm for preparatory to another bitumenous 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 - V Revision.
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs 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 work site, 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 20-30 t 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
Providing and laying Bituminous concrete to 40mm - 30mm 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 mm & below metal with 45.27 kgs of 60/70 bitumen and 5.03 kgs of shreded plastics for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates 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 work site, spreading the mix to uniform thickness of 40 mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller (80-100 KN) 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, Vibratory / Pneumatic Rollers and all other tools and plants required, including fuel and all other incidental charges etc.,complete as per specification using CMPas per clause 507 of MORTH Rev-5.
BASKAR (BID ID -1369829)
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