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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-Finance 10 15 5A BIJAYGARH KOLKATA 700092 | KOLKATA | KOLKATA | WEST BENGAL | 700092 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹9.3 L+₹6,511.29 (0.70%)Rejected-Finance | L2 | Rejected-Finance . | |
| 3 | L3₹9.3 L+₹7,441.48 (0.80%)Rejected-Finance | L3 | Rejected-Finance . | |
| 4 | Rejected-Technical 5A GOBINDA SARKAR LANE KOLKATA 700 012 | KOLKATA | WEST BENGAL | 700012 | - | Rejected-Technical No submitted Bid-Capacity calculation Sheet | |
| 5 | Rejected-Technical | - | Rejected-Technical No submitted Bid-Capacity calculation Sheet. Not submitted P.Tax,Trade Licence,GST,Credential etc. |
Tender Value
₹9.3 L
EMD Value
₹18,604
Closing Date
12 Jun 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
76 Dr. Deodar Rahaman Road (3rd floor) Lake Garden
Emergent repair work to Majherhat club to balbon bye pass road at ch-1.00 km and protection of road side flank with Eucalyptus bullah piling and earth filling at ch.1.00 km (LHS) during the year 2025-26.
2026_WBPWD_5014854_1
WBPWD/EE/S24PGSD/e-NIT 02/2026-2027
Open Tender
CIVIL WORKS
Percentage
7 days
South 24Pgs
Please refer Tender documents.
4 documents required · 4 mandatory
₹18,604
Yes
7 Sept 2026
2 Jun 2026
15 Jun 2026
8 Jun 2026
12 Jun 2026
8 Jun 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 | Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed.(iii) 150mm diameter | - | m. | 217 | - |
| 2 | Supplying Eucalyptus-bullah piles at work site,
including dressing and making one end pointed. (i) 100mm diameter | - | m. | 96 | - |
| 3 | Coal tarring on wooden surfaces including cost of
materials (a) Double coat. | 0.4 | Sq.M | 36 | ₹14.36 |
| 4 | Labour for driving Sal-bullah / Eucalyptus bullah
piles by monkey in sorts of soil including hoisting and
placing piles in position, protecting the pile head
with iron ring and cutting and shaping heads before
and after driving and including hire and labour for
necessary driving appliances and all tackles.(iii) 150mm diameter | - | m. | 105 | - |
| 5 | Labour for fitting and fixing 10 cm. to 13 cm.
diameter Sal-bullah/Eucalyptus-bullah as ties and
runners including necessary nails, bolts and nuts. | - | m. | 20.6 | - |
| 6 | Supplying empty Cement bags in good condition. | - | Each | 3.3 | - |
| 7 | Filling empty Cement bags with dry earth or sand,
stitching the bag (cost of thread included) and
carrying and placing them in position and all
incidental charges complete but excluding cost of
sand and gunny bags. | - | Each | 3.5 | - |
| 8 | Earthwork in cutting to form road section in correct
profile including removal of spoils not exceeding initial
lead of 50m and initial lift of 1.5m
(Mode of measurement: pre works and post works)
(i) In ordinary soil | - | Cu.M | 89.9 | - |
| 9 | Sand filling in foundation trenches and at the back
of abutments, wing-walls etc. with good local sand
free from earth in layers not exceeding 15 cm.
including inundating each layer by profuse water
and poking and ramming layer by layer complete
including supply of sand. Quality of sand is to be
approved by the Engineer-in-charge. | - | Cu.M | 1,378.62 | - |
| 10 | B. By Mix in Place Method :
Construction of granular sub-base by providing
graded material, mixing by mix in place
method with Rotavator at OMC, spreading in
uniform layers with Motor grader on prepared
surface in proper grade and camber,
compacting with vibratory roller to achieve the
desired density, including lighting, guarding,
barricading, including cost of all materials,
machinery, tools and plants including cost of
quality control complete as per Clause 401 of
Specifications for Road & Bridge Works of
MoRT&H (5th Revision).(iii) Grading – III | - | Cu.M | 2,225.3 | - |
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