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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | ₹14.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.7 L+₹2,058.47 (0.14%)Rejected-Finance | ₹14.7 L+₹2,058.47 (0.14%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALFIED |
Tender Value
₹17.4 L
EMD Value
₹34,700
Closing Date
30 May 2026, 12:00 pmClosed
EERED RBL
SONIA NAGAR RAEBARELI
LOT NO 05 VIKAS KHAND DALMAU MAI SWARGIYE ANIL SHUKLA KE BORING SE VIRENDRA SINGH KE GHAR TAK GRAM PURE MUDHILIN BARARA BURJ CC ROAD NIRMAN KARYA
2026_REDUP_1147726_5
360/EE/RED/RBLDT29.04.2026
Open Tender
Civil Works
Percentage
90 days
DALMAU
Please refer Tender documents.
2 documents required · 2 mandatory
₹250
₹34,700
Yes
18 Jul 2026
18 May 2026
30 May 2026
18 May 2026
30 May 2026
18 May 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 | Work | - | - | - | - |
| - | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.2.25(A) | 187 | Cum | 180.5 | ₹33,753.5 |
| - | Earth work in surface excavation not exceding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plain including getting out and disposal of excavated earth upto 50 m and lift upto 1.50 m, as directed by Engineer in charge.(S.I.no.2.8.1) | 20.3 | Cum | 187.15 | ₹3,799.15 |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All works upto plinth level.1:6:12.(S.I. no.273) | 15.3 | Cum | 4,221.8 | ₹64,593.54 |
| 5 | Brick work with common burnt clay (non modular)bricks of Class M-150 in 1:4 cement &coarse sand mortar In foundation & plinth (S.I. no.6.1.1) | 29.72 | Cum | 5,889.05 | ₹1,75,022.57 |
| 6 | Construction of granular sub base by providing well graded materials, inclucing supply of all materials, labour and T&P etc. reqrired for proper completion of the work. | 88.4 | Cum | 2,536.5 | ₹2,24,226.6 |
| 7 | Supply / Laying 125 micron Polythene | 884 | SQM | 38 | ₹33,592 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All works upto plinth level. with 1:1.5:3 cement, coarse sand, 20mm gauge stone grit, S.I.No. 4.1.2 | 135.7 | Cum | 6,774.45 | ₹9,19,292.86 |
| 9 | Making contraction joint in C.C road with 0.8 kg Maxphalt 0.01 kg cement 0.0025 M3 Coarse sand including supply of all materials, labour &T&P etc. required for proper comletion of the work. | 303.8 | RM | 36.58 | ₹11,113 |
| 10 | S/F of Sign board/ Inauguration Stone | 1 | JOB | 4,940 | ₹4,940 |
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