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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified in Technical Evaluation |
| 2 | Accepted-Technical | Accepted-Technical Qualified in Technical Evaluation |
Tender Value
₹4.0 L
EMD Value
₹8,000
Closing Date
24 Aug 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
Near-Civil court, Raja Market,Behind Sai Temple,Lucknow Road,Gonda-271001
Gram Panchyat Khamhariya khas ( Vikash Khand Babhanjot ) me Vijit Kumar ke ghar se Ram Naresh ke ghar marag par Interlocking karya.Length-100.00m.
2026_SCIDC_1177610_1
419/E.E /GONDA /M.P.GONDA /E-TENDER /2026-27 DATE-17.08.2026
Open Tender
Civil Works
Percentage
180 days
Office UPSCIDCO GONDA
Please refer to Tender Notice
2 documents required · 2 mandatory
₹826
UPSCIDCO
₹8,000
UPSCIDCO GONDA
18 Sept 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
21 Aug 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 | Civil Work | - | - | - | - |
| 2 | Earth work Excavation in foundation in soft soil. | 9 | m3 | 118.75 | ₹1,068.75 |
| 3 | Laying Base Concert in (1:6:12) Cement, Fine and Sand 40mm
Brick Ballast in Foundation | 4.5 | m3 | 3,752.5 | ₹16,886.25 |
| 4 | Class 150 Brick work in (1:4) Cement, C Sand, mortar in foundation | 12.42 | m3 | 5,320 | ₹66,074.4 |
| 5 | Laying Base Concert in (1:6:12) Cement, Fine and Sand 40mm
Brick Ballast in Foundation | 22.69 | m3 | 3,752.5 | ₹85,144.23 |
| 6 | Laying Interlocking 8cm Thick Rubber Moulded Zig-Zag on Road
joint filling by fine sand | 263 | m2 | 810.35 | ₹2,13,122.05 |
| 7 | 12mm Thick Plaster in (1:3) Cement, C Sand mortar on top of boxing | 46 | m2 | 180.5 | ₹8,303 |
| 8 | Making Side Patri both side of road by Cartage Earth | 20 | m3 | 104.5 | ₹2,090 |
| 9 | Supply and Fixing of Singh board | 1 | job | 4,940 | ₹4,940 |
stage.html
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_2212867.xls
BOQ • 0.24 MB
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