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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | -28.01% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹8.1 L (3.89%)Admitted-Finance | -25.21% | ₹2.2 Cr+₹8.1 L (3.89%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹10.8 L (5.18%)Admitted-Finance | -24.28% | ₹2.2 Cr+₹10.8 L (5.18%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹11.5 L (5.51%)Admitted-Finance | -24.04% | ₹2.2 Cr+₹11.5 L (5.51%) | L4 | Admitted-Finance |
| 5 | L5₹2.2 Cr+₹12.4 L (5.96%)Admitted-Finance | -23.72% | ₹2.2 Cr+₹12.4 L (5.96%) | L5 | Admitted-Finance |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
24 Dec 2025, 6:00 pmClosed
SE PHEDCircleRajsamand
SE PHEDCircleRajsamand
Bids for CONSTRUCTION OF GLSR, OPEN WELLS ANDPROVIDING ,LAYING , JOINTING OF PIPELINE WITH SOLARIZATION AT SOURCE WITH FHTCS WORK UNDER DMFT 16TH GC WITH 1 YEAR DEFEAT LIABILITY PERIOD AT VILLAGE- BADGULLA DHUNI KI BHAGAL GP-KALINJAR BLOCK- KUMBHA
2025_PHCJA_517330_1
SE Nit 108/25-26
Open Tender
Civil Works - Water Works
Percentage
270 days
Rajsamand
As per TD
5 documents required · 5 mandatory
₹5,000
EE PHEDdnRajsamand
₹5.8 L
Yes
8 Jan 2026
5 Dec 2025
26 Dec 2025
5 Dec 2025
24 Dec 2025
5 Dec 2025
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 22 m depth .(04 Nos) | - | - | - | - |
| 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 | 200.2 | Cum | 314 | ₹62,862.8 |
| 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 | 200.2 | Cum | 674 | ₹1,34,934.8 |
| 8 | Hard rock (requiring blasting) useful material 30 % | - | - | - | - |
| 9 | Fromm 5.0m to 6.0 m BGL | 80.08 | Cum | 976 | ₹78,158.08 |
| 10 | From 6.0 to 22.0 m BGL | 803.84 | Cum | 976 | ₹7,84,547.84 |
| 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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