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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-Finance | L1 | Accepted-Finance 1st Lowest | |
| 2 | L2₹19.8 L+₹5,352.79 (0.27%)Rejected-Finance | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹19.9 L+₹15,661.86 (0.79%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest |
Tender Value
₹19.8 L
EMD Value
₹39,650
Closing Date
24 Aug 2026, 12:00 pmClosed
Executive Engineer PWD Barrackpur Division
BARRACKPUR DIVISION Mangal Pandey Uddyan_Gandhighat_Barrackpore_District_North_24Pgs_Pin_700120
Repair of potholes and Large Depressions on the Left Side of Sodepur Madhyamgram Road from Ch. 7.300 km to Ch. 8.03 km under Barrackpur Division during the year 2026-27.
2026_WBPWD_5018154_1
WBPWD/EE/BKPD/NIeT-06/2026-27
Open Tender
CIVIL WORKS
Percentage
20 days
Barrackpore
Please refer Tender documents.
4 documents required · 4 mandatory
₹39,650
29 Sept 2026
7 Aug 2026
27 Aug 2026
7 Aug 2026
24 Aug 2026
7 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 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) II By Mechanical Means
A Bituminous course | - | Cu.M | - | - |
| 2 | By Manual Means Granular courses | 1 | Cu.M | - | - |
| 3 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/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 and compacting to the required density (Reference to
MoRT&H's specification 404).
9A By Manual Means
9A(i) Grading-1(Table 400-9) | - | Cu.M | 1 | - |
| 4 | Concrete Block Pavement
Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. Type - II (100 mm thickness) inter locking system. | - | Sq.M | - | - |
| 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 M30
Using Concrete Mixer | - | Cu.M | 1 | - |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). | 1 | Cu.M | 1 | ₹1 |
| 7 | Add: SGST 9 % + CGST 9% = 18 % | - | Nos | - | - |
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