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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹44.7 LAdmitted-Finance | -27.61% | ₹44.7 L | L1 | Admitted-Finance |
| 2 | L2₹44.7 L+₹6,172.39 (0.14%)Admitted-Finance | -27.51% | ₹44.7 L+₹6,172.39 (0.14%) | L2 | Admitted-Finance |
| 3 | L3₹45.0 L+₹36,417.12 (0.82%)Admitted-Finance | -27.02% | ₹45.0 L+₹36,417.12 (0.82%) | L3 | Admitted-Finance |
| 4 | L4₹46.2 L+₹1.5 L (3.45%)Admitted-Finance | -25.11% | ₹46.2 L+₹1.5 L (3.45%) | L4 | Admitted-Finance |
| 5 | L5₹46.4 L+₹1.7 L (3.79%)Admitted-Finance | -24.87% | ₹46.4 L+₹1.7 L (3.79%) | L5 | Admitted-Finance |
Tender Value
₹62 L
EMD Value
₹1.2 L
Closing Date
14 Sept 2026, 6:00 pmClosed
EE PHED dn Rajsamand
EE PHED dn Rajsamand
Construction of Open well GLSR and Providing Laying Jointing of Pipeline with FHTCs work Under DMFT 17th GC with 1 year Defeat Liability Period at Hab Lunawat Vedawaton Ki Bhagal Mada Mathariya GP Banokada Block Kumbhalgarh District Rajsamand
2026_PHCJA_594311_1
EE NIT 64/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
Rajsamand
As per TD
5 documents required · 5 mandatory
₹2,000
EE PHED dn Rajsamand
₹1.2 L
Yes
17 Sept 2026
2 Sept 2026
15 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Construction of open well 4.0 m dia and 20 m depth . | - | - | - | - |
| 3 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. | - | - | - | - |
| 4 | From 0m to 2.5 m BGL | 45.22 | Cum | 314 | ₹14,199.08 |
| 5 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available. | - | - | - | - |
| 6 | Ordinary rock | - | - | - | - |
| 7 | From 2.5m to 5.0 m BGL | 45.22 | Cum | 674 | ₹30,478.28 |
| 8 | Hard rock (requiring blasting) useful material 30 % | - | - | - | - |
| 9 | Fromm 5.0m to 6.0 m BGL | 18.09 | Cum | 976 | ₹17,655.84 |
| 10 | From 6.0 to 20.0 m BGL | 200.96 | Cum | 976 | ₹1,96,136.96 |
| 11 | Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof. | - | - | - | - |
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