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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC | ₹9.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.2 LRejected-AOC | ₹10.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹10.4 LRejected-AOC | ₹10.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹10.9 LRejected-AOC EMALIYA BAGH SANDILA HARDOI | SANDILA | HARDOI | UTTAR PRADESH | ₹10.9 L | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-stamp too old |
Tender Value
₹12.1 L
EMD Value
₹1.0 L
Closing Date
23 Apr 2026, 5:00 pmClosed
EO and JEsandila
sandila
8.npp sandila me w3 me ram kumar ke makan se kallu se ramdas ke makan se ajay raidas ke makan tak naki va cc road nirman karya
2026_DOLBU_1133094_1
01/NP/NV/15VA/2026-27
Open Tender
Civil Works
90 days
nagar palika parishad sandila
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,210
adhishashi adhikari nagar palika parishad
₹1.0 L
Yes
8 May 2026
4 Apr 2026
24 Apr 2026
4 Apr 2026
23 Apr 2026
4 Apr 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 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | M-150 Class BIW in 1:4 cement with c- sand ilc all
comp..AS PWD SOR 19/7/2022 S.I.NO-305a. | - | CUM | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Furnishing and placing reintforced cement concrement
5 in super structure as per drawing and Technical
Specifications.M20 (1:2:4).S.I.NO.(283) | 1 | CUM | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Supplying fitting and placing HYSD bar reinforcement
6 in superstructure complete as per drawing and
Technical Specifications clauses.S.I.NO.(504) | - | qtl | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Plastering with cement mortar (1:4) 12 mm thick on
brickwork in substructurelsuperstracutre .S.l.NO.584. | 1 | SQM | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Earthwork in filling in ordinary soil including cartage of earth
3km from site etc all completion of work and as per
direction of Engineer in charge. | - | CUM | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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. | - | CUM | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and fixing of granite stone
inugration bord with brick work
padstel with plaster and putty and
paint in all work comp. | - | job | - | - | BI01010001010000000000000515BI0100001122 |
| 10 | GST 18% (Notice- SEE manual estimate) | - | TAX | - | - | BI01010001010000000000000515BI0100001123 |
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