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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.8 LAccepted-AOC KARAVALLI NADUCOMBAI PO NAMAKKAL 637404 | NAMAKKAL | TAMIL NADU | 637404 | L1 | Accepted-AOC L1 | |
| 2 | L2₹91.1 L+₹25,441 (0.28%)Rejected-AOC 1 65A KARAVALLI NADUKOMBAI NAMMAKKAL DISTRICT 637 404 | NAMAKKAL | TAMIL NADU | 637404 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRM Constructions L1 | M/s.SRM INFRA L2 |
|---|---|---|---|---|---|
| 1.00Upgradation and Five Year Maintenance of the Road from K.puthur to yerikadu road km (0/0-1/65) | |||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 624 | Sqm | 7.95 ₹4,960.8 Lowest | 7.95 ₹4,960.8 Lowest |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 980 | Cum | 164 ₹1,60,720 Lowest | 186 ₹1,82,280 |
| 4.00 | 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. | 195 | Cum | 360 ₹70,200 Lowest | 360 ₹70,200 Lowest |
| 5.00Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | |||||
| 6.00 | KM 0/0-1/3 | 486.57 | Cum | 2,866 ₹13,94,509.62 Lowest | 2,866 ₹13,94,509.62 Lowest |
| 7.00Providing 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 2 | |||||
| 8.00 | KM 0/0-1/0 | 583.88 | Cum | 2,890 ₹16,87,413.2 Lowest | 2,890 ₹16,87,413.2 Lowest |
| 9.00Providing 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. | |||||
| 10.00 | KM 0/0-1/3 | 3,892.6 | Sqm | 97.6 ₹3,79,917.76 Lowest | 97.6 ₹3,79,917.76 Lowest |
Tender Value
₹96.6 L
EMD Value
₹97,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - Yercaud Block - Strengthening and Five Year Maintenance of K.puthur to Yerikadu Road in NABARD - RIDF- 2026-2027 Package No.16
2026_RDTN_656804_20
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹97,000
DRDA,Salem
29 May 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Upgradation and Five Year Maintenance of the Road from K.puthur to yerikadu road km (0/0-1/65) | - | - | - | - |
| 2 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 624 | Sqm | - | - |
| 3 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 980 | Cum | - | - |
| 4 | 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. | 195 | Cum | - | - |
| 5 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | - | - | - | - |
| 6 | KM 0/0-1/3 | 486.57 | Cum | - | - |
| 7 | 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 2 | - | - | - | - |
| 8 | KM 0/0-1/0 | 583.88 | Cum | - | - |
| 9 | 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. | - | - | - | - |
| 10 | KM 0/0-1/3 | 3,892.6 | Sqm | - | - |
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