Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC H N 216 GUDARI MAHATWANA SANDILA HARDOI UTTAR PRADESH 241204 | SANDILA | HARDOI | UTTAR PRADESH | 241204 | ₹13.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC L2 |
| 3 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC L2 |
| 4 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC L2 |
Tender Value
₹14.0 L
EMD Value
₹1.2 L
Closing Date
23 Apr 2026, 5:00 pmClosed
EO and JEsandila
sandila
4-npp sandila w17 me rajendra prajapati ke makan se sanjay mishra ke makan hote huye balak ram verma ke makan tak cc road va nali nirman karya
2026_DOLBU_1133047_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
₹1,397
adhishashi adhikari nagar palika parishad
₹1.2 L
7 May 2026
3 Apr 2026
24 Apr 2026
3 Apr 2026
23 Apr 2026
3 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 | Eearthwork in excauvation ilc all comp.AS S.I.NO-251. | 1 | CUM | - | - | BI01010001010000000000000515BI0100001111 |
| 2 | 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 |
| 3 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | 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 |
| 5 | Supplying fitting and placing HYSD bar reinforcement
6 in superstructure complete as per drawing and
Technical Specifications clauses.S.I.NO.(504) | - | qtl | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Plastering with cement mortar (1:4) 12 mm thick on
brickwork in substructurelsuperstracutre .S.l.NO.584. | - | SQM | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | 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 |
| 8 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Providing and fixing of granite stone
inugration bord with brick work
padstel with plaster and putty and
paint in all work comp. | - | job | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.75 MB
NIT01.pdf
Tender Documents • 1.73 MB
BOQ_2115008.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid