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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC Quoted lowest rate | |
| 2 | L2₹6.8 L+₹1.0 L (18.1%)Rejected-Finance | L2 | Rejected-Finance Quoted higher rate | |
| 3 | L3₹7.4 L+₹1.6 L (28.6%)Rejected-Finance | L3 | Rejected-Finance Quoted higher rate | |
| 4 | L4₹7.5 L+₹1.7 L (29.9%)Rejected-Finance | L4 | Rejected-Finance Quoted higher rate | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected due to improper credential |
Tender Value
₹7.6 L
EMD Value
₹15,148
Closing Date
21 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER, BURDWAN SOUTH HIGHWAY DIVISION P.W. (ROADS) DIRECTORATE, AFTAB CLUB COMPOUND, BURDWAN 713101
Replacement of existing 900 mm dia Hume Pipe Culvert with 1000 mm dia NP4 Hume Pipe Culvert at 4.82 km of Link road connecting to Raina Damuniya road to Aherbelma Pahalanpur Road under Sadarghat Highway Sub Division-I of Burdwan South Highway Divn
2026_WBPWD_5018080_3
WBPWD/RD/EE/BSHD/NIT-06/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
BURDWAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,148
Yes
AFTAB CLUB COMPOUND, BURDWAN 713101
3 Sept 2026
7 Aug 2026
24 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
14 Aug 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 | Dismantling of Structures
Dismantling of existing structures like
culverts, bridges, retaining walls and
other structure comprising of masonry,
cement concrete, wood work, steel
work, including T&P and scaffolding
wherever necessary, sorting the
dismantled material, disposal of
unserviceable material and stacking the
serviceable material with all lifts and
lead of 1000 metres (Reference to
MORT&H's specification clause 202)
By Mechanical Means
Cement Concrete Grade M-15
& M-20 | 6.4 | m3 | 501.42 | ₹3,209.09 |
| 2 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and
disposal of dismantled materials up to a
lead of 1000 metres, stacking
serviceable and unserviceable materials
separately (Reference to MoRT&H's
specification clause 202)
By Mechanical Means
Bituminous course | 5.12 | m3 | 312.86 | ₹1,601.84 |
| 3 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and
disposal of dismantled materials up to a
lead of 1000 metres, stacking
serviceable and unserviceable materials
separately (Reference to MoRT&H's
specification clause 202)
By Manual Means
Granular courses | 4.62 | m3 | 587.83 | ₹2,715.77 |
| 4 | Removing all types of Hume Pipes and
Stacking within a lead of 1000 metres
including Earthwork and Dismantling
of Masonry Works.
Above 600 mm to 900 mm dia | 10 | mtr | 306.26 | ₹3,062.6 |
| 5 | Excavation for Structures
Earth work in excavation of
foundation of structures as per
drawing 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 soil
Manual Means (Depth upto 3 m) | 91.95 | m3 | 381.42 | ₹35,071.57 |
| 6 | Sand Filling in Foundation Trenches
with good local sand free from earth
not exceeding 150 mm compacted
thickness including inundating each
layer by profuse water and porking
and rammimg layer by layer. Quality
of sand is to be approved by the
Engineer-in-charge.(Reference to
MORT&H's specification 304). | 12.45 | m3 | 999.8 | ₹12,447.51 |
| 7 | Granular Sub-Base with Graded
Material (Table:- 400-1)
Construction of granular sub-base by
providing graded material, spreading
in uniform layers with motor grader on
prepared surface, mixing by mix in
place method with rotavator at OMC,
and compacting with vibratory roller
to achieve the desired density,
complete as per clause 401 (Reference
to MoRT&H's specification 401).
Rate per cum for grading-III Material | 6.18 | m3 | 2,893.05 | ₹17,879.05 |
| 8 | 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 | 34.38 | m3 | 6,466.14 | ₹2,22,305.89 |
| 9 | 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 M15 (Including shuttering) | 16.86 | m3 | 6,029.6 | ₹1,01,659.06 |
| 10 | Laying Reinforced Cement Concrete
Pipe NP4 / Prestressed Concrete Pipe
on First Class Bedding in Single Row .
Laying Reinforced cement concrete
pipe NP4/prestressed concrete pipe for
culverts on first class bedding of
granular material in single row
including fixing collar with cement
mortar 1:2 but excluding excavation,
protection works, backfilling,
concrete and masonry works in head
walls and parapets as per the
requirements of MORT&H's
specification 2900.
1000 mm dia | 10 | mtr | 8,570.85 | ₹85,708.5 |
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