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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-Finance | L1 | Accepted-Finance Accepted as L1 Bidder | |
| 2 | L2₹4.2 L+₹62,862 (17.7%)Rejected-Finance NEW TOWN P O DIST ALIPURDUAR 736121 | ALIPURDUAR | ALIPURDUAR | WEST BENGAL | 736121 | L2 | Rejected-Finance Quoted Amount is higher than the L1 bidder | |
| 3 | L3₹5.3 L+₹1.7 L (48.6%)Rejected-Finance | L3 | Rejected-Finance Quoted Amount is higher than the L1 bidder |
Tender Value
₹5.2 L
EMD Value
₹10,468
Closing Date
24 Aug 2026, 2:00 pmClosed
Executive Engineer/PWD/APDD
Executive Engineer,PWD Alipurduar Division
Urgent patch repairing work from 0.528 km to 0.780 km, 1.100 km to 1.250 km over Alipurduar - Patlakhaowa Road road under Alipurduar Division P.W.D. in the district of Alipurduar
2026_WBPWD_5018068_1
WBPWD/EE/APDD/NIET 10 of 2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Alipurduar
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,468
Yes
25 Sept 2026
11 Aug 2026
26 Aug 2026
11 Aug 2026
24 Aug 2026
11 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 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)
5 (II) By Mechanical Means
(A) Bituminous course | - | Cum | 312.86 | - |
| 2 | Granular Sub-Base with Graded Material (Table:- 400-1)
by Plant Mix Method
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 desired density, complete as per clause 401
Rate per cum for grading-V Material
N.B. Variety | 1 | Cum | 2,083.9 | ₹2,081.82 |
| 3 | 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.
(a) Type - I (80 mm thickness) inter locking system | 0.2 | Sqm | 1,637.43 | ₹325.85 |
| 4 | 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).
(B) PCC Grade M20
NB Varityr Variety | - | Cum | 5,659.17 | - |
| 5 | Add GST @ 18.00% on sum of item from Sl 1 to Sl 4 | - | Nos | 1,251 | - |
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