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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹29.7 LAdmitted-Finance | -0.01% | ₹29.7 L | L1 | Admitted-Finance |
| 2 | L2₹30.3 L+₹59,781.40 (2.01%)Admitted-Finance | +2.00% | ₹30.3 L+₹59,781.40 (2.01%) | 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
₹29.7 L
EMD Value
₹59,484
Closing Date
16 Jun 2026, 6:00 pmClosed
EO
MUNICIPAL BOARD BASERI
CONSTRUCTION OF EXTRA OVERFLOW PASSAGE AT HEERA PURA DAM BASERI
2026_DLB_564860_1
e-04
Open Tender
Civil Works
Percentage
60 days
BASERI
REFER TO TD
2 documents required · 2 mandatory
₹1,000
EO MUNICIPAL BOARD BASERI/MD RISL JAIPUR
₹59,484
Yes
20 Jun 2026
4 Jun 2026
19 Jun 2026
5 Jun 2026
16 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level | |||||
| 1.01 | In all types soils/ saturated soil such as moorum, sand, sandy silt,
clay, black cotton soil, kankar, etc. | - | - | - | - |
| 1.02 | Depth upto 1.5 m | 315 | cum | 229.5 | ₹72,292.5 |
| 1.03 | Depth from 1.5 m and upto 3.0 | 315 | cum | 245.6 | ₹77,364 |
| 1.04 | Depth from 3.0 m and upto 4.5 | 315 | cum | 266.2 | ₹83,853 |
| 1.05 | Depth from 4.5 m and upto 6.0 | 315 | cum | 293.8 | ₹92,547 |
| 2 | Random rubble dry stone Kharanja (soling) under floor. | 144 | cum | 2,270 | ₹3,26,880 |
| 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 40
mm nominal size). | 32.4 | cum | 4,575 | ₹1,48,230 |
| 4 | Providing and laying in position specified grade of reinforced cement
concrete excluding the cost of centring, shuttering, finishing and
reinforcement - All work upto plinth level :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) | 81.38 | cum | 6,410 | ₹5,21,645.8 |
| 5 | Thermo-Mechanically Treated bars assuming 100 kg per cum | 5,250 | kg | 83.3 | ₹4,37,325 |
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