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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC EMALIYA BAGH SANDILA HARDOI | SANDILA | HARDOI | UTTAR PRADESH | ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.1 LRejected-AOC | ₹6.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.1 LRejected-AOC H N 216 GUDARI MAHATWANA SANDILA HARDOI UTTAR PRADESH 241204 | SANDILA | HARDOI | UTTAR PRADESH | 241204 | ₹6.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.2 LRejected-AOC | ₹6.2 L | L4 | Rejected-AOC L4 |
| 5 | L5₹6.5 LRejected-AOC | ₹6.5 L | L5 | Rejected-AOC L5 |
Tender Value
₹7.4 L
EMD Value
₹62,500
Closing Date
13 Apr 2026, 9:00 amClosed
EO and JE
sandila
22-npp sandila me wn24 me gulam ke makan se chapar vali masjid se hote huye guddu machwe wale tak cc sadak va nali nirman karya
2026_DOLBU_1129240_1
1342/NP/NV/RVA/2025-26
Open Tender
Civil Works
60 days
nagar palika parishad sandila
Please refer Tender documents.
2 documents required · 2 mandatory
₹737
adhishashi adhikari nagar palika parishad
₹62,500
21 Apr 2026
23 Mar 2026
13 Apr 2026
23 Mar 2026
13 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Eearthwork in excauvation ilc all comp.AS S.I.NO-251. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001109 |
| 2dismentling of old damage brick work drain ion all work comp | ||||||
| 3dismentling of old interlocking tiles in all work comp | ||||||
| 4 | Plain cement Concrement 1:6:12 nominal mix in
|foundation with crushed aggregate 40 mm nominal size
3 mechanically mixed,placed in foundation and
compected by vibration including curing for 14 days.AS
|S.I.NO.(273) | 1 | cum | - | - | BI01010001010000000000000515BI0100001112 |
| 5 | M-150 Class BIW in 1:4 cement with c- sand ilc all
comp..AS PWD SOR 19/7/2022 S.I.NO-305a. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 6Furnishing and placing reintforced cement concrement 5 in super structure as per drawing and Technical Specifications.M20 (1:2:4).S.I.NO.(283) | ||||||
| 7 | Supplying fitting and placing HYSD bar reinforcement
6 in superstructure complete as per drawing and
Technical Specifications clauses.S.I.NO.(504) | 1 | qtl | - | - | BI01010001010000000000000515BI0100001115 |
| 8 | Plastering with cement mortar (1:4) 12 mm thick on
brickwork in substructurelsuperstracutre .S.l.NO.584. | 1 | SQM | - | - | BI01010001010000000000000515BI0100001116 |
| 9 | Construction of granular sub-base by providing well
graded material, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in
৪ place method with rotavator at OMC, and compactina
with smooth wheel roller to achieve the desired
|density, complete as per Technical Specification
Clause 401. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 10Construcation of un-reinforceed, dowel jointed at expanssion and construction joint only, plain cement |concrete payment, thickness as |desing 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 than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid |in approved fixed side lorwork (steel plates including leveling 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, |constrution joint, applying deboning strips, primer, sealamt dwell bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of | ||||||
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