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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-Finance | L1 | Accepted-Finance Lowest Rate | |
| 2 | L2₹11.6 L+₹11,448.34 (1.00%)Rejected-Finance | L2 | Rejected-Finance High Rate | |
| 3 | L2₹11.7 L+₹22,896.68 (2.00%)Rejected-Finance | L2 | Rejected-Finance High Rate | |
| 4 | Rejected-Technical | - | Rejected-Technical Decleration Not submitted |
Tender Value
₹11.4 L
EMD Value
₹22,897
Closing Date
5 Jun 2026, 5:30 pmClosed
EXECUTIVE ENGINEER, PWD, DARJEELING DIVISION
OFFICE OF THE EXECUTIVE ENGINEER, PUBLIC WORKS DIRECTORATE, DARJEELING DIVISION, 8, Hooker Road, Post Box No. 59, Darjeeling 7 34 101.
Emergent protection work to protect landslide in chainage 24.0 km valleyside damaged due to heavy rainfall in the month of April, 2026 of Ghoom Bhanjyang to Bijanbari BDO office road under PWD Darjeeling Division in the District of Darjeeling.
2026_WBPWD_5014228_2
WBPWD/EE/DJ/eNIT 02 /2026-2027
Open Tender
CIVIL WORKS
Percentage
30 days
DARJEELING
Please Refer Tender Document
4 documents required · 4 mandatory
₹22,897
11 Jun 2026
22 May 2026
8 Jun 2026
22 May 2026
5 Jun 2026
22 May 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation of foundation of structures
as per drawing and technical specification,
including setting out, removing, spreading or
stacking of spoils within a lead of 150 m. as directed
and including trimming the sides of the trenches,
leveling, dressing and ramming the bottom, and
backfilling with approved material complete as per
direction of the Engineer-in-Charge .
(iv) Without pumping out water and shoring | - | cum | 114 | - |
| 1.02 | Carriage of Sand, Moorum and similar
materials over pucca road.
(including loading and unloading) | - | cum | 389.5 | - |
| 2.01 | Plumconcreteworkwith40%cement concretewith30mmdowngraded
stonemetal and60%stoneboulderof size150mmandabove, placedin
position as directed excluding shuttering if any.
i) (1:3:6) proportion | - | cum | 3,902.03 | - |
| 3.01 | Back filling behind abutment, wing wall and return
wall complete as per drawing and Technical
specification.
B) Sandy material | - | cum | 2,325.04 | - |
| 4.01 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | - | nos | 117 | - |
| 5.01 | Providing and laying Design Mix concrete for plain /
reinforced concrete work in any part of bridge
(excluding bottom plugging) with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and
cement, as necessary, including labour, cost and
carriage of all materials and including preparation
of design mix, approval of the same by the
Engineer-in-Charge and cost for quality control,
sampling, testing etc. all complete but excluding
cost of labour and materials for formwork &
reinforcement works.
(a) M-15 Grade
Using concrete mixer. | 1 | cum | 5,426.4 | ₹5,420.97 |
| 6.01 | Hire and labour charges for Shuttering with or
without staging upto 4.0 m height using approved
stout props with wooden planks/ply wood/steel
sheet plate with required bracing for any kind of
plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, cross
drain etc. The rate is inclusive of fitting, fixing and
striking out after completion of work as per
specification and direction.
(b) Where staging is not required. | 1 | sqm | 214 | ₹213.79 |
| 7.01 | Add GST @ 18% | 9,60,592 | percentage | 0.18 | ₹1,72,906.56 |
| 8.01 | Add Labour Welfare Cess @ 1% | 11,33,499 | percentage | 0.01 | ₹11,334.99 |
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