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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-Technical | L1 | Accepted-Technical Technically Responsive | |
| 2 | L2₹3.5 L+₹36,239.88 (11.7%)Accepted-Technical | L2 | Accepted-Technical Technically Responsive | |
| 3 | L3₹3.6 L+₹46,546.66 (15.0%)Accepted-Technical | L3 | Accepted-Technical Technically Responsive | |
| 4 | L4₹3.7 L+₹62,149.53 (20.0%)Accepted-Technical AT GORUAL PO GORUAL PS BRAHMAGIRI DIST PURI PIN 752002 | PURI | PURI | ODISHA | 752002 | L4 | Accepted-Technical Technically Responsive | |
| 5 | L5₹4.1 L+₹1.0 L (33.3%)Accepted-Technical | L5 | Accepted-Technical Technically Responsive |
Tender Value
Refer Docs
EMD Value
₹5,200
Closing Date
2 Jun 2026, 5:00 pmClosed
Deputy Director Geology, GWD Division Angul
O/o Deputy Director Geology, GWD Division, Angul, Tikira Irrigation Colony, Matiasahi, Angul-759143
Construction of 02 nos. of RRHS in Govt. buildings of Dhenkanal block area
2026_GWSI_129473_1
01/GWDANG/CHHATA/2026-27
Open Tender
Civil Works - Others
Item Rate
60 days
Dhenkanal Block
Please refer to DTCN and Tender Document for details
2 documents required · 2 mandatory
₹4,000
₹5,200
Yes
3 Aug 2026
20 May 2026
3 Jun 2026
20 May 2026
2 Jun 2026
20 May 2026
20 May 2026 - 25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site clearance for cutting bushes cleaning the sites etc complete. | - | Sqm | 2.86 | - |
| 2 | Drilling a perfectly vertical 180 mm dia bore hole in weathered rock formation from ground level to accommodate 125mm dia PVC casing pipe | - | Mtr | 650 | - |
| 3 | Supplying & lowering of 125 mm dia PVC casing pipe without slots in perfectly vertical position including cost of pipe etc complete | - | Mtr | 1,063.2 | - |
| 4 | Supplying & lowering of 125 mm dia PVC casing pipe with slots in perfectly vertical position including cost of pipe etc complete | - | Mtr | 1,074.7 | - |
| 5 | Supplying & fitting of 150 mm. dia ( IS 1239) GI Pipe | 1 | Mtr | 1,673.7 | ₹1,672.03 |
| 6 | Earth work excavation in stony earth and gravel mixed with stone and boulder not exceeding on 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods and max. 5 cm to 7 cm and lying in layer not exceed 0.3 mtr in depth as per Specification approved by the department. | - | Cum | 441.17 | - |
| 7 | Cutting the disintegrated rocks not requiring blasting to be removed by pick axes and craw bars and depositing materials within 50m and 1.5m initial lift including rough dressing as per direction of EIC. 2nd depth - | - | Cum | 1,109.34 | - |
| 8 | Cutting the disintegrated rocks not requiring blasting to be removed by pick axes and craw bars and depositing materials within 50m and 1.5m initial lift including rough dressing as per direction of EIC. 3rd depth - | - | Cum | 1,490.36 | - |
| 9 | Filling the F & P with sand well watered and rammed etc complete | 1 | Cum | 793.56 | ₹792.77 |
| 10 | Filling of Pebbles/gravels 6mm to 10 mm size including all cost and transportation etc complete. | 1 | Cum | 2,980.5 | ₹2,977.52 |
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