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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L Quoted ₹12.3 L | L1 | Accepted-AOC L1 submitted the lowest bid. hence the contract was awarded to L1 |
| 2 | L2₹12.7 LRejected-Finance | ₹12.7 L | L2 | Rejected-Finance L2 Have a High Value Quoted hence Rejected |
| Sl No | Description | Qty | Unit | M Kalidasan L1 | S Kumaran L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of Road Cut Portion at Sundaraperumalkovil Thanjavur Road to Arasalaru Bridge in Road Km - 0/0-0/750 at Sundaraperumalkoil Panchayat | |||||
| 2.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A | 84.96 | Sqm | 140.45 ₹11,932.63 | 150 ₹12,744 |
| 3.00 | 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. | 109.26 | Cum | 3,343.12 ₹3.7 L | 3,400 ₹3.7 L |
| 4.00 | Providing and laying Prime Coat over WBM/ 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 per Clause 502 of MORTH Rev-5 | 728.4 | Sqm | 85.34 ₹62,161.66 | 90 ₹65,556 |
| 5.00 | 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 | 728.4 | Sqm | 19.78 ₹14,407.75 | 22 ₹16,024.80 |
| 6.00 | Bituminous Macadam 50 MM thick using plastic Waste Providing and laying Bituminious MACADAM to 50mm thick using 0.20cum of 26.50 - 13.20mm metal, 0.43cum of 13.20 - 2.36mm metal, 0.08cum of 2.36mm metal below with 37.00kgs 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 50mm 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 | 36.42 | Cum | 9,674.96 ₹3.5 L | 10,000 ₹3.6 L |
| 7.00 | BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | 18.21 | Cum | 12,867.36 ₹2.3 L | 13,000 ₹2.4 L |
| 8.00 | Provision for Name board & photographic charges | 1 | Nos | 5,000 ₹5,000 | 6,000 ₹6,000 |
| 9.00 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}. | 1 | GST Amount (in Rupees) | 1,88,181 ₹1.9 L | 1,93,093 ₹1.9 L |
Tender Value
₹12.5 L
EMD Value
₹12,470
Closing Date
4 Feb 2026, 3:00 pmClosed
Block Development Officer (BP) Kumbakonam
Panchayat Union Office, Kumbakonam
Thanjavur District Kumbakonam- Strengthening of Road Cut Portion at Sundaraperumalkovil Thanjavur Road to Arasalaru Bridge in Road Km - 0/0-0/750 at Sundaraperumalkoil Panchayat Under General Fund 2025-2026 Kumbakonam Block.
2026_RDTN_645849_1
Rc.No.1669/2025/A2 dated 21.01.2026
Open Tender
Civil Works - Roads
180 days
Panchayat Union Office, Kumbakonam
As per Tender document
9 documents required · 9 mandatory
₹0
₹12,470
18 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting side drain etc, complete. as per SS20 A
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.
Providing and laying Prime Coat over WBM/ 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 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
Bituminous Macadam 50 MM thick using plastic Waste Providing and laying Bituminious MACADAM to 50mm thick using 0.20cum of 26.50 - 13.20mm metal, 0.43cum of 13.20 - 2.36mm metal, 0.08cum of 2.36mm metal below with 37.00kgs 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 50mm 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
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm 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 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision for Name board & photographic charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}.
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