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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Finance | -1.11% | ₹12.7 L | L1 | Admitted-Finance |
| 2 | L2₹15.6 L+₹2.8 L (22.3%)Admitted-Finance | +20.99% | ₹15.6 L+₹2.8 L (22.3%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹12.8 L
EMD Value
₹25,700
Closing Date
15 Jun 2026, 6:00 pmClosed
Commissioner M.C. Rajsamand
Municipal Council Rajsamand
Ward No. 29 Deval Mangari me Boundrywall Nirman Evam Filling Karya (Nagar Parishad Rajsamand)
2026_DLB_564943_1
ENIT 08/2026-27 Date 03.06.2026
Open Tender
Civil Works
Percentage
30 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner M.C. Rajsamand and MDRISL Jaipur
₹25,700
Yes
1 Jul 2026
4 Jun 2026
16 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 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 |
|---|---|---|---|---|---|
| 1 | 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 and ramming and disposal of surplus excavated soli as directed within a load of 50 Mtr (a) All kind of soil. | 75 | Cum | 235.5 | ₹17,662.5 |
| 2 | Carriage ofMaterials by mechanical transport including loading, unloading and stacking ::Earth 2 km | 75 | Cum | 185.54 | ₹13,915.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). | 7.5 | Cum | 4,575 | ₹34,312.5 |
| 4 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in:1:6 | 185.5 | Cum | 4,860 | ₹9,01,530 |
| 5 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. | 2,000 | cum | 159 | ₹3,18,000 |
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