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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC DUBEPUR CHAKIA CHANDAULI | CHAKIA | CHANDAULI | UTTAR PRADESH | ₹7.5 L | L1 | Accepted-AOC lowest |
| 2 | L2₹7.7 LRejected-Finance GHAZIPUR | UTTAR PRADESH | 232325 | ₹7.7 L | L2 | Rejected-Finance higher |
| 3 | L3₹7.8 LRejected-Finance | ₹7.8 L | L3 | Rejected-Finance higher |
Tender Value
₹7.5 L
EMD Value
₹75,500
Closing Date
27 Mar 2026, 2:00 pmClosed
Vinay mishra
Office EO NP Chakia chandauli
WD No.5 me Guddu seth se bhantu v nagar pachayat office tak cc road v jal nikasi karya
2026_DOLBU_1127328_1
Letter No.270 Date 16.03.2026
Open Tender
Civil Works
30 days
Chandauli
WD No.5 me Guddu seth se bhantu v nagar pachayat office tak cc road v jal nikasi karya
3 documents required · 3 mandatory
₹850
Office EO NP Chakia chandauli
₹75,500
23 Apr 2026
19 Mar 2026
27 Mar 2026
19 Mar 2026
27 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Dismentling of old brick | |||||
| 2 | DEDUCTION OF OLD BRICK | 1 | Nos | 1 | ₹1 |
| 3DEDUCTION OF BRICK BATSS | |||||
| 4 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts.D6 | 1 | Cum | - | - |
| 5 | PCC in 1:6:12 at side with B/B and sand with all compt work etc. | 1 | Cum | - | - |
| 6 | S/L 22.4-53 mm G-3 stone ballast at site including consolidation water allowance etc all materials and labour T & P etc. all complete. | 1 | Cum | - | - |
| 7Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment 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 course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification | |||||
| 8 | M-150 b/w in 1:4 cement & coarse sand motor all compt. SI no 305. | 1 | Cum | - | - |
| 9p\l 350mm rcc hum pipe np3 with coller and spigot | |||||
| 10con . Man hole 0.60x0.60x1.20 site with all compt work. | |||||
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tech_eval.pdf
fin_bid_open.pdf
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