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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-Finance NO 105 MELAPUDUVAYAL ROAD KEERANUR PUDUKKOTTAI 622 502 | PUDUKKOTTAI | TAMIL NADU | 622502 | ₹40.7 L | L1 | Accepted-Finance L1 Accepted |
| 2 | L2₹40.7 L+₹1 (<0.01%)Rejected-Finance 73 KOVILPATTI ROAD RAM SINGH NAGAR MANAPPARAI TRICHY DISTRICT | MANAPPARAI | TRICHY | TAMIL NADU | ₹40.7 L+₹1 (<0.01%) | L2 | Rejected-Finance L2 Affidavit not Submitted |
| 3 | L3₹41.9 L+₹1.2 L (2.95%)Rejected-Finance NO 801 1 M VELAMPALAYAM MODAKURICHI ERODE DISTRICT 638 104 | ERODE | TAMIL NADU | 638104 | ₹41.9 L+₹1.2 L (2.95%) | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | TST AND CO L2 | YESVEE ANANTH BUILD-CON PRIVATE LIMITED L1 | SRI BHANNARI AMMAN BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00Strengthening to the road from Kullanaripatti road Km 0/0 - 1/0 in Odukkur Panchayat | ||||||
| 2.00 | Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1,228 | Sqm | 23 ₹28,244 | 20 ₹24,560 Lowest | 22 ₹27,016 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 439.92 | Cum | 140 ₹61,588.8 | 100 ₹43,992 Lowest | 145 ₹63,788.4 |
| 4.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete | 549.9 | Cum | 2,549 ₹14,01,695.1 | 2,030 ₹11,16,297 Lowest | 2,600 ₹14,29,740 |
| 5.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 3,666 | Sqm | 86.5 ₹3,17,109 | 70 ₹2,56,620 Lowest | 90 ₹3,29,940 |
| 6.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 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. | 3,666 | Sqm | 20.35 ₹74,603.1 | 15 ₹54,990 Lowest | 24 ₹87,984 |
| 7.00 | Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 91.65 | Cum | 11,703.15 ₹10,72,593.7 | 11,200 ₹10,26,480 Lowest | 12,000 ₹10,99,800 |
| 8.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | 58.66 | Cum | 681.5 ₹39,976.79 | 600 ₹35,196 Lowest | 700 ₹41,062 |
| 9.00Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | ||||||
| 10.00 | (i) 200m Stone (Precast | 4 | Nos | 574.5 ₹2,298 | 500 ₹2,000 Lowest | 580 ₹2,320 |
Tender Value
Refer Docs
EMD Value
₹41,090
Closing Date
8 Jul 2026, 3:00 pmClosed
Block Development Officer (BP)
Block Development Officer (BP) Panchayat Union, Kunnandarkoil
Strengthening to the road from kullanaripatti road Km 0/0-1/0 in Odukkur Panchayat
2026_RDTN_681164_1
Kkoil/SFC(D.Pts) Work - 1
Open Tender
Civil Works
Item Rate
180 days
Kunnandarkoil
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹41,090
Yes
15 Jul 2026
16 Jun 2026
8 Jul 2026
16 Jun 2026
8 Jul 2026
16 Jun 2026
16 Jun 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Strengthening to the road from Kullanaripatti road Km 0/0 - 1/0 in Odukkur Panchayat | - | - | - | - |
| 2 | Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 1,228 | Sqm | - | - |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 439.92 | Cum | - | - |
| 4 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete | 549.9 | Cum | - | - |
| 5 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 3,666 | Sqm | - | - |
| 6 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 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. | 3,666 | Sqm | - | - |
| 7 | Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 91.65 | Cum | - | - |
| 8 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms | 58.66 | Cum | - | - |
| 9 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | - | - | - | - |
| 10 | (i) 200m Stone (Precast | 4 | Nos | - | - |
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