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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Finance | -28.28% | ₹17.8 L | L1 | Admitted-Finance |
| 2 | L2₹18.7 L+₹81,331.33 (4.56%)Admitted-Finance | -25.01% | ₹18.7 L+₹81,331.33 (4.56%) | L2 | Admitted-Finance |
| 3 | L3₹18.7 L+₹81,828.77 (4.59%)Admitted-Finance SHRI SHEELA | -24.99% | ₹18.7 L+₹81,828.77 (4.59%) | L3 | Admitted-Finance |
| 4 | L4₹19.1 L+₹1.3 L (7.21%)Admitted-Finance | -23.11% | ₹19.1 L+₹1.3 L (7.21%) | L4 | Admitted-Finance |
| 5 | L5₹19.2 L+₹1.4 L (7.72%)Admitted-Finance | -22.74% | ₹19.2 L+₹1.4 L (7.72%) | L5 | Admitted-Finance |
Tender Value
₹24.9 L
EMD Value
₹49,760
Closing Date
6 Jul 2026, 2:00 pmClosed
EOBALI
MBBALI
CIVIL WORKS
2026_DLB_570955_1
MB-07/2026-27/07
Open Tender
Civil Works
Percentage
120 days
MBBALI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO/MDRISL
₹49,760
Yes
13 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
6 Jul 2026
27 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 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.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m. | - | cum | 229.5 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | cum | 4,330 | - |
| 3 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 4,860 | - |
| 4 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. | - | cum | 5,830 | - |
| 5 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine
sand) Flush/ Ruled pointing | - | sqm | 225 | - |
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