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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-Finance | ₹4.3 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹4.5 L+₹19,382.47 (4.52%)Accepted-Finance | ₹4.5 L+₹19,382.47 (4.52%) | L2 | Accepted-Finance 2nd Lowest |
| 3 | L3₹4.6 L+₹35,883.14 (8.37%)Rejected-Finance | ₹4.6 L+₹35,883.14 (8.37%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹4.8 L+₹52,383.80 (12.2%)Rejected-Finance | ₹4.8 L+₹52,383.80 (12.2%) | L4 | Rejected-Finance 4th Lowest |
| 5 | L5₹4.8 L+₹50,524.57 (11.8%)Rejected-Finance | ₹4.8 L+₹50,524.57 (11.8%) | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹4.6 L
EMD Value
₹9,296
Closing Date
14 Aug 2026, 1:00 pmClosed
Assistant Engineer Siliguri Highway Sub-Div No. I
Shaktigarh Siliguri
Garidhura Mirik Simanabusty road at Ch. 3.10 km Protective work (Landslide) for mending up damages occures due to heavy rainfall under Darjeeling Highway Division in the district Darjeeling during the year 2026-27.
2026_WBPWD_5017801_1
WBPWRD/NIT11e/26-27/AE/SHSD-I
Open Tender
CIVIL WORKS
Percentage
15 days
Dudhia Bazar
Please refer tender documents
3 documents required · 3 mandatory
₹9,296
Yes
10 Sept 2026
3 Aug 2026
17 Aug 2026
7 Aug 2026
14 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 | 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, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification
clause 304).
Ordinary Rock (not requiringblasting)
Manual Means (Depth upto 3 m) | 10.08 | cu | 433.36 | ₹4,368.27 |
| 2 | Dry Rubble Flooring
Construction of dry rubble flooring (shall be laid closely on the prepared base in one or more layers with appropriate bond) at cross drainage works for relatively less important works
(Reference to MORT&H's specification
2506). | 6.3 | cum | 2,059.74 | ₹12,976.36 |
| 3 | Plain / Reinforced cement concrete in open foundation complete all including vibrating and compacting,finishing, curing, ampling, testing etc. as per drawing and Technical Specifications (Reference toMORT&H's specifications 1500, 1700 &2200).
PCC Grade M15 | 20.73 | cum | 5,351.59 | ₹1,10,938.46 |
| 4 | Boulder Apron Laid in Wire Crates
Providing and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in100 mm x 100 mm mesh Mesh size not
more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing
not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates3.0mx1.50mx1.25 m) (Reference toMORT&H's specification 2503) | 68.88 | cum | 3,499.11 | ₹2,41,018.7 |
| 5 | Plain/Reinfroced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, ampling, testing etc. as per drawing and technical Specification ( reference to MORT&H's specification 1500, 1700 & 2200)
PCC Grade M25
Using Concrete Mixer | 3.95 | cum | 6,228.57 | ₹24,602.85 |
| 6 | Add GST @18% on Rs Rs. 393904.64 i.e. Total over item no 1 to 5 | - | GST | 0.18 | - |
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BOQ_5088227.xls
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2911ii.pdf
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