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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.3 LAdmitted-Finance VILL P O AJAGARPARA DIST MURSHIDABAD PIN 742223 WEST BENGAL | MURSHIDABAD | WEST BENGAL | 742223 | -0.07% | ₹28.3 L | L1 | Admitted-Finance |
| 2 | L2₹28.6 LAdmitted-Finance DAKSHIN RAMPUR BAROBISHA ALIPUDUAR | +1.00% | ₹28.6 L | L2 | Admitted-Finance |
| 3 | L3₹29.0 LAdmitted-Finance | +2.50% | ₹29.0 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical VILLAGE P O GHUNI P S NEW TOWN KOLKATA 700 157 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700157 | - | - | - | Rejected-Technical Dis-Qualified due to insufficient machineries (WMM Plant and paver Finisher). |
| 5 | Rejected-Technical 131 NILMONI BHATTACHARJEE LANE KADAL BERHAMPORE MURSHIDABAD W B PIN 742102 | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742102 | - | - | - | Rejected-Technical Dis-Qualified as documents for Technical Personnel not submitted. |
Tender Value
₹28.3 L
EMD Value
₹56,681
Closing Date
3 Aug 2026, 1:00 pmClosed
Executive Engineer Murshidabad Highway Division-I
C R Das Road Berhampore Murshidabad Pin 742101
Kanupur Bahutali Road repairing work with construction of drain at 1.00 kmp under Raghunathganj Highway Sub-Division under Murshidabad Highway Division No.I during the year 2026-2027
2026_WBPWD_5016840_1
WBPWRD/EE/MHD-I/NIET06/2026-27
Open Tender
CIVIL WORKS
Percentage
60 days
Raghunathganj
Please refer Tender documents.
5 documents required · 5 mandatory
₹56,681
Yes
20 Aug 2026
15 Jul 2026
5 Aug 2026
21 Jul 2026
3 Aug 2026
21 Jul 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 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
By manual means
From 50 mm to 100 mm thick | - | sqm. | 30.4 | - |
| 2 | 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 and backfilling with approved material (Reference to MORT&H's specification 304).
upto 3 m Depth. Ordinary soil.
Manual Means | - | cum. | 150.16 | - |
| 3 | 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. | - | cum. | 5,567.25 | - |
| 4 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).
PCC Grade M20. Height up to 5m. | - | cum. | 6,346.52 | - |
| 5 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) . | 1 | MT. | 69,195.61 | ₹69,188.69 |
| 6 | 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 M30, Case-I
Using Concrete Mixer | 1 | cum. | 6,421.22 | ₹6,414.8 |
| 7 | Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with
vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's specification 406. | 1 | cum. | 2,325.32 | ₹2,322.99 |
| 8 | Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502).
On WMM surface @ 0.70-1.0kg/sqm.. | - | sqm. | 141.91 | - |
| 9 | Filling Pot-holes and Patch Repairs with open-Graded Premix
surfacing, 20mm.Removal of all failed material,in the pavement courses and if necessary below the pavement,until the root causes of the failure is removed, the trimming of completed excavation to provide firm vertical faces; specified for the pavement layer; application of tack coat conforming to cl. 503 of MORT&H's specification ,on to the sides and base of
excavation prior to placing hot bituminous material as per clause
510 and the compaction,trimming and finishing of the surfaces of all patches to form a smooth continuous surface, level with the surrounding road as per the requirement of clause 3004.2 of
MORT&H's specification . | - | sqm. | 261.69 | - |
| 10 | Providing and laying seal coat sealing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using. Type A and B seal coats (Reference to MORT&H's specification clause 511)
Case II Type B
Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | - | sqm. | 88.48 | - |
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