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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹2.1 L+₹2,346.98 (1.11%)Rejected-Finance | ₹2.1 L+₹2,346.98 (1.11%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹2.2 L+₹6,571.54 (3.11%)Rejected-Finance | ₹2.2 L+₹6,571.54 (3.11%) | L3 | Rejected-Finance L3 BIDDER |
| 4 | L4₹2.2 L+₹11,500.20 (5.44%)Rejected-Finance | ₹2.2 L+₹11,500.20 (5.44%) | L4 | Rejected-Finance L4 BIDDER |
| 5 | L5₹2.2 L+₹12,908.39 (6.11%)Rejected-Finance | ₹2.2 L+₹12,908.39 (6.11%) | L5 | Rejected-Finance L5 BIDDER |
Tender Value
₹2.3 L
EMD Value
₹4,694
Closing Date
19 Aug 2026, 4:30 pmClosed
Assistant Engineer, Kalimpong Sub-Division-I
Office of The Assistant Engineer, PWD, Kalimpong Sub Division I
Emergent restoration of Hill Side Wall Base at 0.20 km of Link Road under Kalimpong Sub Division I of Kalimpong Division PWD
2026_WBPWD_5018370_1
WBPWD/AE1/KPG/NIT-6E-2026-27
Open Tender
CIVIL WORKS
Percentage
Kalimpong
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,694
Yes
25 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
19 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 |
|---|---|---|---|---|---|
| 1.01 | Earthworks in excavation of foundation of structures as per drawing and technical specification setting out, Construction of shoring and bracing removal of stumps and othr deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). Manual means - Depth upto 3m. | 9 | cum | 346.71 | ₹3,120.39 |
| 2.01 | Plum Concrete - Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). | 40.95 | cum | 3,826.18 | ₹1,56,682.07 |
| 3.01 | Back filling behind abutment, wing wall and ruturn wall complete including spriklring water and throughly compacted with plate compactor / power rammer in layers not exceeding 150 mm compacted thickness as per drawing and technical Specification (710.1.4 of IRC:78 & mOrth'S SPECIFICATION 2200) | 13.5 | cum | 2,693.26 | ₹36,359.01 |
| 4.01 | WEEP HOLE Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). | 18 | Each | 151.99 | ₹2,735.82 |
| 5.01 | G.S.T. @ 18% | - | % | 18 | - |
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