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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAccepted-AOC | ₹49.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.6 L+₹1.3 L (2.58%)Rejected-AOC | ₹50.6 L+₹1.3 L (2.58%) | L2 | Rejected-AOC L2 |
| 3 | L3₹52.1 L+₹2.8 L (5.67%)Rejected-AOC | ₹52.1 L+₹2.8 L (5.67%) | L3 | Rejected-AOC L3 |
| 4 | L4₹54.6 L+₹5.3 L (10.7%)Rejected-AOC | ₹54.6 L+₹5.3 L (10.7%) | L4 | Rejected-AOC L4 |
Tender Value
₹64.2 L
EMD Value
₹5.4 L
Closing Date
17 Aug 2026, 5:00 pmClosed
EO and JEsandila
sandila
2-npp sandila me beniganj road par ITI mod se MRF center tak cc road ka nirman karya
2026_DOLBU_1170256_1
549/NP/NV/STAMPSHULK/2026-27
Open Tender
Civil Works
Percentage
90 days
nagar palika parishad sandila
Please refer Tender documents.
2 documents required · 2 mandatory
₹64,300
adhishashi adhikari nagar palika parishad
₹5.4 L
21 Aug 2026
17 Jul 2026
18 Aug 2026
17 Jul 2026
17 Aug 2026
17 Jul 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 |
|---|---|---|---|---|---|
| 1 | 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 | 5,190 | ₹5,184.81 |
| 2 | Eearthwork in excauvation ilc all comp.AS S.I.NO-251. | - | cum | 175 | - |
| 3 | Plastering with cement mortar (1:4) 12 mm thick on
brickwork in substructurelsuperstracutre .S.l.NO.584. | 1 | SQM | 164 | ₹163.84 |
| 4 | 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 | 4,033 | ₹4,028.97 |
| 5 | 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 | 7,898 | - |
| 6 | Providing and fixing of granite stone
inugration bord with brick work
padstel with plaster and putty and
paint in all work comp. | - | job | 10,000 | - |
| 7 | GST 18% (Notice- SEE manual estimate) | - | TAX | 9,80,052 | - |
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