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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-Finance B 22 BRAHMAPORE PLACE BANSDRONI KOLKATA 700 0796 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700079 | ₹41.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹42.5 LRejected-Finance | ₹42.5 L | L2 | Rejected-Finance . |
| 3 | L3₹42.1 LRejected-Finance | ₹42.1 L | L3 | Rejected-Finance . |
| 4 | Rejected-Technical | - | - | Rejected-Technical No submitted Bid-Capacity calculation |
| 5 | Rejected-Technical | - | - | Rejected-Technical No submitted Bid-Capacity calculation |
Tender Value
₹41.6 L
EMD Value
₹83,294
Closing Date
2 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
76 Dr. Deodar Rahaman Road (3rd floor) Lake Gardens KOLKATA_700033
Emergent repair to Betberia to Dhosar bridge road via nepor more from Ch-5.90 km to 6.40km, ch-11.50 to 12.00 km by repairing potholes and allied works in stretches under south 24 parganas division, PWD during the year 2025-2026.
2026_WBPWD_1021898_1
WBPWD/EE/S24PGSD/e-NIT 25/2025-2026
Open Tender
CIVIL WORKS
30 days
SOUTH 24 PARGANAS
Please refer Tender documents.
4 documents required · 4 mandatory
₹83,294
Yes
5 Jun 2026
13 Mar 2026
6 Apr 2026
23 Mar 2026
2 Apr 2026
23 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. | ||||||
| 2(b) For each additional Depth of 150mm and part thereof. | ||||||
| 3 | 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. | 1 | Cu.M | - | - | 3 |
| 4 | 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). (v) Grading – V | 1 | Cu.M | - | - | 4 |
| 5 | 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 | 1 | Cu.M | - | - | 5 |
| 6 | Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam specification including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite type
of screening / binding materials to fill up the
interstices of coarse aggregate, watering including
lighting, guarding, barricading and making
necessary earthen bundh of one metre width on
each side and preparing the bed by necessary
cutting or filling, including cost of all materials and
hire and labour charges of all men and machinery
and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)
B. Manual Means | 0.68 | Cu.M | - | - | 6 |
| 7 | Providing, laying, spreading and compacting stone
aggregates of specific sizes to water bound
macadam specification including spreading in
uniform thickness, hand packing, rolling with
vibratory roller 8-10 tonnes in stages to proper grade
and camber, applying and brooming requisite type
of screening / binding materials to fill up the
interstices of coarse aggregate, watering including
lighting, guarding, barricading and making
necessary earthen bundh of one metre width on
each side and preparing the bed by necessary
cutting or filling, including cost of all materials and
hire and labour charges of all men and machinery
and compacting to the required density, as per
Clause 404 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision).(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using
Stone Screening Type B (11.2 mm)
B. Manual Means | 1 | Cu.M | - | - | 7 |
| 8 | Providing and laying Bituminous Profile Corrective
Course using Mobile Hot Mix Plant (Light Duty) and
using aggregates of Grading-2 of Table-33 premixed
with 75kg of bitumen per cum, transported to site
laid over a previously prepared surface at specified
laying temperature to the required grade, level and
alignment, as per specification to achieve the
desired compaction including cost and carriage of
stone materials and bitumen, hire charges of
machinery and equipment, cost of fuel and
lubricants and wages of operational staff, quality
control complete as per direction of Engineer-incharge. | 1 | Cu.M | - | - | 8 |
| 9 | Providing and applying primer coat with Cationic
Bitumen Emulsion of approved grade conforming to
IS: 8887-1978 and requisite quantity on prepared
surface of granular base including cleaning of road
surface and spraying primer using Mechanical
means including cost and carriage of bitumen
emulsion and all other incidental costs of work
complete as per Clause 502 of Specifications for
Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm) | 1 | Sq.M | - | - | 9 |
| 10Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. | ||||||
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