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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC 142 SECTOR 16 AVAS VIKAS COLONY FRONT OF RAILWAY LINE SIKANDRA AGRA AGRA UTTAR PRADESH 282007 | AGRA | UTTAR PRADESH | 282007 | ₹9.6 Cr Quoted ₹8.5 Cr | L1 | Accepted-AOC Work order issued |
| 2 | L2₹8.5 Cr+₹26,206.01 (0.03%)Rejected-Finance | ₹8.5 Cr+₹26,206.01 (0.03%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.7 Cr+₹19.4 L (2.27%)Rejected-Finance | ₹8.7 Cr+₹19.4 L (2.27%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Rejected-Technical Dis qualify |
| 5 | Rejected-Technical GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | - | - | Rejected-Technical Dis qualify |
Tender Value
Refer Docs
EMD Value
₹17.5 L
Closing Date
20 Apr 2026, 5:00 pmClosed
EE
Nagar Nigam Gorakhpur
Construction of RCC drain from Purvanchal Dental Hospital to (N.H.) Jeetpur drain in Ward No. 24 Naushad
2026_DOLBU_1136687_1
Ward 24 Drain
Open Tender
Civil Works
Percentage
180 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Nagar Nigam Gorakhpur
₹17.5 L
16 Jul 2026
14 Apr 2026
21 Apr 2026
14 Apr 2026
20 Apr 2026
14 Apr 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 |
|---|---|---|---|---|---|
| 1A | |||||
| 1.01 | dismantling of old B/W | - | Cu.M | - | - |
| 1.02 | Excavation in foundation | - | Cu.M | - | - |
| 1.03 | Dewatring Fordiversion of drain by pump | - | Hrs | - | - |
| 1.04 | Sand filling with local sand | - | Cu.M | - | - |
| 1.05 | P/L of base concrete 1:6:12 | - | Cu.M | - | - |
| 1.06 | R.C.C. Work with cement,1(1:1.5:3) including all completion of work | - | Cu.M | - | - |
| 1.07 | M.S or Iron work in renforcement cutting bending , binding and paceing icl etc. all | - | Qtl | - | - |
| 1.08 | P/fixing of road barriceting including etc all complete | - | Rmt | - | - |
| 1.09 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing.
DS Suitable arrangement shall be made to fix the barricading Engneer in Charge | - | Rmt | - | - |
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