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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹19.7 L (14.1%)Rejected-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹1.6 Cr+₹19.7 L (14.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.6 Cr+₹22.0 L (15.7%)Rejected-Finance MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹1.6 Cr+₹22.0 L (15.7%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.6 Cr+₹22.0 L (15.7%)Rejected-Finance B 52 NIRALA NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹1.6 Cr+₹22.0 L (15.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.7 Cr+₹30.0 L (21.4%)Rejected-Finance ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹1.7 Cr+₹30.0 L (21.4%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.8 Cr
EMD Value
₹11.0 L
Closing Date
26 May 2026, 3:00 pmClosed
CEO GIDA
GIDA SECTOR 7 GIDA GORAKHPUR
Fixing of W Metal Beam for Safety Work at Sector 27 GIDA Gorakhpur
2026_UGIDA_1144389_1
522/GIDA/2026-27 DT. 24.04.2026
Open Tender
Civil Works
Percentage
180 days
GIDA GORAKHPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹11.0 L
7 Jul 2026
4 May 2026
26 May 2026
4 May 2026
26 May 2026
4 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 | Clearing and Grubbing Road Land .
Clearing jungle including uprooting of rank vegetation grass, bush, wood, trees and saplings of girth up to 30cm., Measured at a height of 1 m. above ground level & removal of rubbish upto a distance of 50m. Outside the periphery of area cleared. Sor No. - 259 | 4,335 | sqm | 3 | ₹13,005 |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 m. & lead upto 30 m. Including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royality). SOR SNO- 251 | 483.37 | Cum. | 120 | ₹58,004.4 |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. R.C.C. Grade M20 compaction as per SOR 287 complete in all respects. | 440.44 | Cum. | 9,661 | ₹42,55,090.84 |
| 4 | Type-A, "W": Metal Baam Crash Barrier
Providing and erecting a "W metal beam crash barrier comprising of 3 mm thick comugated sheer metal baam raa, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75. 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, ail steel parts an fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal bear rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm lon complete as per clause 810 | 4,350 | Rmt | 3,107 | ₹1,35,15,450 |
| 5 | Median Marker shall be of tough, high impact resistant, Injection-molded, thermoplastic body with property of flexibility to provide high durablity 'and U shape structure having rebound/bounce back property, the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing madmum reflectivity at 1,anger distances with adequale durability. The logo of the manufacturer shall be embossed on either side of the body during the Injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/drilling on concrete medians or property constructed solid medians. Height: The marker helght shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.3 kg conforming 40. ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg ! Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentats all complete as per direction of the Engineer-in-Charge | 435 | Nos | 312 | ₹1,35,720 |
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