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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.1 LRejected-AOC | ₹6.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.1 LRejected-AOC EMALIYA BAGH SANDILA HARDOI | SANDILA | HARDOI | UTTAR PRADESH | ₹6.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.2 LRejected-AOC | ₹6.2 L | L4 | Rejected-AOC L4 |
Tender Value
₹7.5 L
EMD Value
₹63,500
Closing Date
13 Apr 2026, 9:00 amClosed
EO and JE
sandila
15-npp sandila me wn16 me santoosh ke makan hote huye ramesh ke makan hote huye pappu gupta ke makan tak cc sadak va nali nirman karya
2026_DOLBU_1129042_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
₹749
adhishashi adhikari nagar palika parishad
₹63,500
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 | ||||||
| 4Plain 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) | ||||||
| 5M-150 Class BIW in 1:4 cement with c- sand ilc all comp..AS PWD SOR 19/7/2022 S.I.NO-305a. | ||||||
| 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 |
| 8Plastering with cement mortar (1:4) 12 mm thick on brickwork in substructurelsuperstracutre .S.l.NO.584. | ||||||
| 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 |
| 10 | Construcation 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
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boq_comp_chart.xlsx
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