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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 10 RASULPUR LAMAHI VARANASI UTTAR PRADESH 221007 | VARANASI | UTTAR PRADESH | 221007 | Accepted-Technical RESPONSIVE |
| 2 | Rejected-Technical 102 RETIYA AYODHYA UTTAR PRADESH 224001 | AYODHYA | UTTAR PRADESH | 224001 | Rejected-Technical NONRESPONSIVE |
| 3 | Rejected-Technical | Rejected-Technical NONRESPONSIVE |
| 4 | Rejected-Technical SHABIPUR GHAZIPUR | Rejected-Technical NONRESPONSIVE |
| 5 | Rejected-Technical | Rejected-Technical NONRESPONSIVE |
Tender Value
₹18.1 L
EMD Value
₹36,160
Closing Date
7 May 2026, 12:00 pmClosed
E.E. R.E.D. GHAZIPUR
OFFICE VIKASH KHAND SADAR KE GRAM SABHA MAHRAJGANJ ME SHIV MURAT JAYSWAL KE GHAR SE RAMPAT YADAV KE GHAR TAK C.C. ROAD NIRMAN KARY
VIKASH KHAND KARANDA KE GRAM KARANDA ME LALJI GUPTA KE GHAR SE RAMAWADH MALI KE GHAR HOTE HUE GOPAL KUSHWAHA KE GHAR TAK C.C. NIRMAN KARY
2026_REDUP_1141326_3
52 date 04.04.2026
Open Tender
Civil Works
Percentage
90 days
GHAZIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹36,160
Yes
14 Jul 2026
24 Apr 2026
7 May 2026
24 Apr 2026
7 May 2026
24 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 |
|---|---|---|---|---|---|
| 1 | Earth work excavation in foundation in ordinary soil including all as per S.I. No. 251. | - | Cum | - | - |
| 2 | C.C. in 1:6:12 Cement F/Sand and 40 mm gauge brick ballast etc as per S.I. No. 273. | - | Cum | - | - |
| 3 | Brick work in 1:4 Cement F/ sand mortar in foundation as per S.I. No. 305. | - | Cum | - | - |
| 4 | 12 mm thick plaster 1:4 cement F/sand mortar including all completion of the works as per S.I.No. 584. | - | sqm | - | - |
| 5 | Providing, laying, spreading & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. | - | Cum | - | - |
| 6 | Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M 30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 . | - | Cum | - | - |
| 7 | Supply & fixing of Direction board for all Roads | - | No | - | - |
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