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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance GRAM KAMLAIPAN THANA RAMFUL DIST FARRUKHABAD | FARRUKHABAD | UTTAR PRADESH | 209501 | -8.98% | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 CrAdmitted-Finance | -7.23% | ₹4.3 Cr | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹9.3 L
Closing Date
10 Jun 2026, 5:00 pmClosed
SE RUHILKHAND
MORADABAD
EARTHWORK AND PARTIAL CRUST CONSTRUCTION FOR 45.00 MTR. AND 24.00 MTR. WIDE TRUNK ROADS UNDER LAND DEVELOPMENT AND HOUSING SCHEME, AT BAREILLY MAIN BYPASS NATIONAL HIGHWAY, RAMPUR ROAD, PARSAKHERA, BAREILLY.
2026_UPHDB_1146731_3
718/M-15A/59 Dt 04.05.2026
Open Tender
Civil Works
Fixed-rate
180 days
BAREILLY
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
Executive Engineer C.D. Rohilkhand-04
₹9.3 L
Yes
18 Jun 2026
8 May 2026
11 Jun 2026
8 May 2026
10 Jun 2026
8 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 | Excavation for roadwork in soil with Hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers , trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and leads | 42,473.29 | CUM | 59.54 | ₹25,28,859.69 |
| 2 | Construction of Subgrade and earthen Shoulder with approved material obtaind from borrowpits with all lifts and leads , transporting to site , spreading, grading to required slope and compacted to meet requirement of table 300-2 | 3,665.72 | CUM | 154.08 | ₹5,64,814.14 |
| 3 | Compacting original ground supporting embankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 27,594 | SQm | 27.93 | ₹7,70,700.42 |
| 4 | Dag belling 15 cm (6") deep in one line aligned, with flags and jhandis as directed by Engineer in incharge. | 9,804 | Rm | 2.78 | ₹27,255.12 |
| 5 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Close graded Granular sub-base Material as per table 400-1) | 7,205.94 | Cum | 3,947.49 | ₹2,84,45,376.09 |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub,base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density | 3,602.97 | Sqm | 3,998 | ₹1,44,04,674.06 |
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