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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-Finance | ₹21.4 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹22.0 L+₹52,478.82 (2.45%)Rejected-Finance | ₹22.0 L+₹52,478.82 (2.45%) | L2 | Rejected-Finance 2ND LOWEST BIDDER |
| 3 | L3₹22.6 L+₹1.2 L (5.56%)Rejected-Finance | ₹22.6 L+₹1.2 L (5.56%) | L3 | Rejected-Finance 3RD LOWEST BIDDER |
| 4 | L4₹23.4 L+₹1.9 L (9.08%)Rejected-Finance | ₹23.4 L+₹1.9 L (9.08%) | L4 | Rejected-Finance 4TH LOWEST BIDDER |
| 5 | L5₹23.9 L+₹2.4 L (11.3%)Rejected-Finance BIDHANNAGAR GRAM PANCHYAT BIDHANNAGAR DARJEELING PRADNAN BIDHANNACAR 1G P | JALPAIGURI | WEST BENGAL | 734001 | ₹23.9 L+₹2.4 L (11.3%) | L5 | Rejected-Finance 5TH LOWEST BIDDER |
Tender Value
₹23.9 L
EMD Value
₹47,708
Closing Date
27 Mar 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 Bridge Approach at Kharibari end of Minor Bridge at 0.130 Km of Kharibari Phansidewa Road Under North Bengal Construction Division , PWD in the district od Darjeeling
2026_WBPWD_1020313_1
WB/PWD/EE/NBCD/NIT/32/2025-26
Open Tender
CIVIL WORKS
Percentage
180 days
Kharibari
Please refer to tender documents
8 documents required · 8 mandatory
₹47,708
Yes
15 Jul 2026
10 Mar 2026
30 Mar 2026
10 Mar 2026
27 Mar 2026
10 Mar 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.) | 1 | Sqm | 261 | ₹260.74 |
| 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 | Applying epoxy mortar ( 10 mm nominal thick) over
leached, honey combed and spalled concrete
surface and exposed steel reinforcement complete
as per Technical specification | - | Sqm | 665 | - |
| 8.01 | Replacement of damaged Concrete Railing. The rate for the provision of new railing may be
adopted from the chapter on superstructure. | - | Mtr | 242 | - |
| 9.01 | Construction of precast RCC railing of M30 Grade,
aggregate size not exceeding 12 rnm. true to line
and grade, tolerance of vertical RCC post not to
exceed 1 in 500, centre to centre spacing between
vertical post not to exceed 2000 rnrn. leaving
adequate space between vertical post for
expansion, complete as per MoRT&H standard
drawing no SD/202 and technical specifications | - | Mtr | 1,835 | - |
| 10.01 | Furnishing and Placing Reinforced / Pre-stressed
Cement concrete in Super-structure with coarse
aggregates of appropriate nominal size and
grading, fine aggregate (sand) conforming to
proper grading zone, both of approved quality and
cement and admixtures, 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
as per drawing and technical specification
including the cost of necessary form work and
staging complete. as per drawing and technical
specifications C RCC Grade M 30 I. Using Concrete Mixer (i) For solid slab super-structure, a) Height upto 5m | 1 | Sqm | 6,993.39 | ₹6,986.4 |
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