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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 LRejected-AOC | ₹6.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.2 LRejected-AOC | ₹6.2 L | L3 | Rejected-AOC L3 |
| 4 | L4₹6.4 LRejected-AOC EMALIYA BAGH SANDILA HARDOI | SANDILA | HARDOI | UTTAR PRADESH | ₹6.4 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
14-npp sandila me wn15 me siyaram ke makan se rakesh ke makan se ramkishor se monu ke makan se babulal se sageer hote huye sadde ke makan ke samne tak cc sadak va nali nirman karya
2026_DOLBU_1129040_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) | ||||||
| 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 |
| 9Construction 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. | ||||||
| 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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techsummary_2106090.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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Tendernotice_1.pdf
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NIT1342.pdf
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BOQ_2106090.xls
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