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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.8 LAccepted-AOC | ₹5.8 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹5.9 L+₹15,939 (2.76%)Rejected-Finance | ₹5.9 L+₹15,939 (2.76%) | 2 | Rejected-Finance Unsuccessful |
| 3 | 3₹5.9 L+₹16,346 (2.83%)Rejected-Finance | ₹5.9 L+₹16,346 (2.83%) | 3 | Rejected-Finance Unsuccessful |
| 4 | 4₹6.1 L+₹33,391 (5.78%)Rejected-Finance 14 A A T GHOSH ROAD SETHPUKUR BARASAT KOL 700124 | BARASAT | NORTH 24 PARGANAS | WEST BENGAL | 700124 | ₹6.1 L+₹33,391 (5.78%) | 4 | Rejected-Finance Unsuccessful |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-eligible |
Tender Value
₹5.8 L
EMD Value
₹11,634
Closing Date
18 Aug 2026, 1:00 pmClosed
EXECUTIVE ENGINEER BARASAT HIGHWAY DIVISION NO. II
123, Jessore Road, Champadali, Barasat, North 24 Parganas, Kolkata-700 124
Emergent replacement of of damaged HP Culvert at 0.45 KMP of Rafipur Padmalavpur Kankinara Road under Barasat Highway Division No II, P.W.Rds. Dte. in the District of North 24 Parganas.
2026_WBPWD_5018176_1
WBPWD/PWRD/BHD II/NIT-07e/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
BARASAT
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,634
10 Sept 2026
8 Aug 2026
20 Aug 2026
8 Aug 2026
18 Aug 2026
12 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 Structure
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) Cement Concrete Grade M-15 & M-20
. | - | cum | 501.42 | - |
| 2 | Removing all types of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. | - | mtr | 306.26 | - |
| 3 | 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 30 | 1 | cum | 381.42 | ₹381.04 |
| 4 | 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). | - | cum | 1,579.07 | - |
| 5 | 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 | 6,280.58 | - |
| 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 M20 | 1 | cum | 6,717.1 | ₹6,710.38 |
| 7 | 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). RCC Grade M20 | - | cum | 6,717.1 | - |
| 8 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape,placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200).. | - | ton | 71,498.32 | - |
| 9 | 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. | - | mtr | 8,531.55 | - |
| 10 | Construction of granular sub-base by providing graded material such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 v) Grading – V. | 1 | cum | 2,777.98 | ₹2,775.2 |
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