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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | ₹27.5 L | L1 | Accepted-AOC 21ee |
| 2 | L2₹29.1 LRejected-Finance 401 DARA GANG PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹29.1 L | L2 | Rejected-Finance Not Qualified AOC |
| 3 | L3₹29.4 LRejected-Finance UTTAR PRADESH UP | ₹29.4 L | L3 | Rejected-Finance Not Qualified AOC |
| 4 | L4₹30.6 LRejected-Finance LOHRADIH KAPSETHI VARANASI U P | ₹30.6 L | L4 | Rejected-Finance Not Qualified AOC |
| 5 | L5₹33.3 LRejected-Finance | ₹33.3 L | L5 | Rejected-Finance Not Qualified AOC |
Tender Value
₹33.5 L
EMD Value
₹3.4 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Executive Engineer
EE PD GHAZIPUR
SR of Sidhauna to Suryabhan Chak Lr Ch. 1-200 to 1-500 Km. Retaining Wall and CC work
2026_CEUVZ_1128961_10
1107/10 Lekha dt. 13.03.2026
Open Tender
Civil Works - Roads
30 days
Ghazipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.4 L
Yes
21 Apr 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Item Name :- 3)WBM Grading 3 Providing, laying, spreading and 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A)By Manual Means | |||||
| 2Item Name :- Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates 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, admixture | |||||
| 3Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. 251 | |||||
| 4Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 279 | |||||
| 5R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. 284b | |||||
| 6Filling of cartage earth (3 Km. Distance) both side of shoulder of the road including loading, unloading, ramming, dressing and leveling etc complete as per direction of Eng-in-charge. | |||||
| 7Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 | |||||
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