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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | ₹13.1 L Quoted ₹12.3 L | L1 | Accepted-AOC L1 submitted the lowest bid. hence the contract was awarded to L1 |
| 2 | L2₹12.4 LRejected-Finance | ₹12.4 L | L2 | Rejected-Finance L2 Have a High Value Quoted hence Rejected |
| Sl No | Description | Qty | Unit | Selva Construction L2 | SARAVANAN N L1 |
|---|---|---|---|---|---|
| 1.00BT to Pattakal Main Road at Eraharam Panchayat | |||||
| 2.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 14.82 | Cum | 142 ₹2,104.44 | 140 ₹2,074.80 |
| 3.00 | Picking the existing worn out BT surface to an average thickness of 50 mm including labour charges and machinery charges etc complete | 247 | Cum | 25 ₹6,175 | 23.3 ₹5,755.10 |
| 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. | 92.63 | Cum | 3,342 ₹3.1 L | 3,338 ₹3.1 L |
| 5.00 | 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., | 741 | Cum | 22 ₹16,302 | 20.3 ₹15,042.30 |
| 6.00 | 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. | 741 | Cum | 88 ₹65,208 | 86.5 ₹64,096.50 |
| 7.00 | Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic WasteProviding and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 clause 507 of MORTH. | 37.05 | Sqm | 10,450 ₹3.9 L | 10,438 ₹3.9 L |
| 8.00 | 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 | 18.53 | Sqm | 13,300 ₹2.5 L | 13,280 ₹2.5 L |
| 9.00 | Providing gravel soling to both sides of the road including cost of gravel , conveyance charges, stacking charges, spreading & compacting charges etc complete | 14.82 | Sqm | 812 ₹12,033.84 | 810 ₹12,004.20 |
| 10.00 | Provision for Name board & photo graphic charges | 1 | Nos | 3,500 ₹3,500 | 3,000 ₹3,000 |
Tender Value
₹13.1 L
EMD Value
₹13,070
Closing Date
27 Feb 2026, 3:00 pmClosed
Block Development Officer (VP) Kumbakonam
Panchayat Union Office, Kumbakonam
Thanjavur District Kumbakonam- BT to Pattakal Main Road at Eraharam Panchayat Under Peri Urban Panchayat 2022-23 to 2025-2026 Kumbakonam Block
2026_RDTN_662830_1
Rc.No.562/2026/B1 dated 18.02.2026
Open Tender
Civil Works - Roads
Panchayat Union Office, Kumbakonam
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹13,070
15 May 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
BT to Pattakal Main Road at Eraharam Panchayat
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
Picking the existing worn out BT surface to an average thickness of 50 mm including labour charges and machinery charges etc complete
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 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.,
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.
Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic WasteProviding and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller 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 clause 507 of MORTH.
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
Providing gravel soling to both sides of the road including cost of gravel , conveyance charges, stacking charges, spreading & compacting charges etc complete
Provision for Name board & photo graphic 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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