Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance | ₹9.6 L | L1 | Accepted-Finance Lowest |
| 2 | L3₹9.7 L+₹9,614.64 (1.00%)Rejected-Finance | ₹9.7 L+₹9,614.64 (1.00%) | L3 | Rejected-Finance L3 |
| 3 | Ll2₹9.9 LRejected-Finance | ₹9.9 L | Ll2 | Rejected-Finance L2 |
Tender Value
₹9.6 L
EMD Value
₹19,229
Closing Date
29 Jul 2026, 2:30 pmClosed
Executive Engineer
Siliguri
Garidhura-Mirik-Simanabusty Road at Ch. 14.30 Km to Ch. 15.60 Km Protective Work Landslide for mending up damaged occures due heavy rainfall under Darjeeling Highway Division in the district of Darjeeling during the year 2026-27
2026_WBPWD_5016936_2
EE/DHD/NIT/02/2026-/27
Open Tender
CIVIL WORKS
Percentage
30 days
Ghayabari
Please refer tender documents
3 documents required · 3 mandatory
₹19,229
Yes
20 Aug 2026
22 Jul 2026
31 Jul 2026
22 Jul 2026
29 Jul 2026
22 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 | Excavation for Structures
Earth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304)
Ordinary Rock (not requiring blasting)
Manual Means (Depth upto 3 m) | 78.56 | m3 | 433.36 | ₹34,044.76 |
| 2 | Dry Rubble Flooring
Construction of dry rubble flooring
(shall be laid closely on the prepared
base in one or more layers with
appropriate bond) at cross drainage
works for relatively less important works
(Reference to MORT&H's specification
2506). | 16.95 | m3 | 2,232.41 | ₹37,839.35 |
| 3 | Plain/Reinforced cement concrete in
open foundation complete all
including vibrating and compacting,
finishing, curing, sampling, testing
etc. as per drawing and Technical
Specifications (Reference to
MORT&H's specifications 1500, 1700 &
2200).
PCC Grade M20 | 26.88 | m3 | 6,033.76 | ₹1,62,187.47 |
| 4 | PLUM CONCRETE (1:3:6)
Plain cement concrete of nominal mix (1:3:6 )
with coarse aggregate of which stone boulder
of size 225 mm to 150mm of 60% of total dry
volume to be placed in position as directed by
Eng-in charge ,67% - 40 mm down single &33% -
20 mm down bazri , Coarse Sand ,Cement
( 53 grade ) mechanically mixed in 1:3:6 of rest
volume and placed in position and compacted
by any means as directed including cost of
shuttering . | 205.6 | m3 | 2,795.76 | ₹5,74,808.26 |
| 5 | Providing weep holes in Brick
masonry/Plain/ Reinforced concrete
abutment, wing wall/ return wall
with 100 mm dia AC/PVC/HDPC pipe,
extending through the full width of the
structure with slope of 1V :20H
towards drawing foce. Complete as per
drawing and Technical Specifications
(Reference to MORT&H's specifications
2706 & 2200). | 39 | each | 151.8 | ₹5,920.2 |
| 6 | Add GST @18% | - | GST | 0.18 | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 1.78 MB
Tendernotice_2.pdf
PDF • 1.87 MB
BOQ_5086790.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .