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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.1 LAccepted-Finance | L1 | Accepted-Finance Lowest rate | |
| 2 | L2₹55.7 L+₹1.6 L (2.98%)Rejected-Finance | L2 | Rejected-Finance High rate | |
| 3 | L3₹59.4 L+₹5.3 L (9.76%)Rejected-Finance ASANSOL | ASANSOL | L3 | Rejected-Finance High rate | |
| 4 | L4₹59.6 L+₹5.5 L (10.2%)Rejected-Finance | L4 | Rejected-Finance High rate | |
| 5 | L5₹66.7 L+₹12.6 L (23.4%)Rejected-Finance DARJEEPARA P O DIST JALPAIGURI | JALPAIGURI | L5 | Rejected-Finance High rate |
Tender Value
₹64.8 L
EMD Value
₹1.3 L
Closing Date
29 May 2026, 5:00 pmClosed
Executive Engineer PWD NBCD
O/O THE EXECUTIVE ENGINEER ,P.W.D., NORTH BENGAL CONSTRUCTION DIVISION , HILL CART ROAD , SILIGURI 734001
Rehabilitation of Bridge and Restoration of main stream channel including protection of Bridge approach of Upper Boon Bridge at Ch- 15.20km of Naxalbari- Kharibari Road Under North Bengal Construction Division , PWD in the district od Darjeeling
2026_WBPWD_5013887_1
WB/PWD/EE/NBCD/NIT/02/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Kharibari
Please refer to tender documents
8 documents required · 8 mandatory
₹1.3 L
Yes
8 Jun 2026
13 May 2026
1 Jun 2026
13 May 2026
29 May 2026
13 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 | Cleaning the exposed corroded Reinforcement as
well as worn out concrete by sand blasting with air
compressor including all materials, hire charges of
machineries and labour etc. all complete as per
technical specification and direction of the
Engineer-in-Charge. | 1 | Sqm | 604 | ₹603.4 |
| 2.01 | Providing anti-corrosive protective coating to inhibit
the corrosion to HYSD reinforcements including two
coats of anti-corrosive coatings of consumption as
per manufacturer's specification, cleaning etc.
complete as per the direction of the Engineer-in
Charge. | 1 | Sqm | 506 | ₹505.49 |
| 3.01 | Removal of defective concrete, cleaning the
surface thoroughly, applying the shotcrete mixture
mechanically with compressed air under pressure,
comprising of cement, sand, coarse aggregates,
water and quick setting compound in the
proportion as per clause 2807.1., sand and coarse
aggregates conforming to IS: 383 and table 1 of IS:
9012 respectively, water cement ratio ranging from
0.35 to 0.50, density of gunite not less than 2000
kg/cum, strength not less than 25 MPa and
workmanship conforming to clause 2807.6. (40 mm
average thickness.) | - | Sqm | 261 | - |
| 4.01 | Guniting concrete surface with cement mortar (25
mm nominal thick) applied with compressor after
cleaning surface and spraying with epoxy
complete as per Technical specification. | 1 | Sqm | 912 | ₹911.09 |
| 5.01 | Providing and inserting nipples with approved fixing
compound after drilling holes for grouting as per
Technical specifications including subsequent
cutting/removal and sealing of the hole as
necessary of nipples after completion of grouting
with Cement/Epoxy | - | Each | 102 | - |
| 6.01 | Sealing of cracks / porous concrete by injection
process through nipples/Grouting complete as per
Technical specification. B Cement mortar (1:1) Grouting | - | Kg | 139 | - |
| 7.01 | Hire and labour charges for staging with sal bullah
for super structure of bridge (Major and Minor)
including stripping off and removing clearing on
completion of work as per design and drawing
approved by the Engineer-in-charge. | - | Cum | 199 | - |
| 8.01 | Excavation for Structures
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 . I. In all sorts of soil excluding marshy soil & rocks
(soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring
as required. | - | Cum | 124 | - |
| 9.01 | Filling properly the empty sausage crates with
boulders of any size & shape with hand packing after
preparation of bed of placement, placing the crate
in position, carriage of boulders from road stacks with
a lead upto 150m etc. complete in all respect
including stitching the rest of the crate with wire
(passage for filling boulders) after filling up the crate
with boulders and launching the crate in position if
necessary and as directed by the Engineer-in
charge.
[Rate provided is exclusive of the cost of stone
boulders and sausage crate] (N.B Variety) | - | Cum | 1,182.5 | - |
| 10.01 | Weaving wire mattress as directed with wire of 4mm
dia. and making sausage crate of required shape
after tying all intersections including joining
longitudinal ends, closing ends of sausage, carriage
of wire to site of work complete in all respect as per
direction of the Engineer-in-charge including cost of
supply of G.I. wire. (With 100mm x 100mm mesh.) | - | Sqm | 201 | - |
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