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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.0 LAccepted-AOC | ₹58.0 L | L1 | Accepted-AOC AOC issued to L1 |
| 2 | L2₹58.2 L+₹22,622.83 (0.39%)Rejected-Finance NA | NA | NA | 121004 | ₹58.2 L+₹22,622.83 (0.39%) | L2 | Rejected-Finance Bid is not L1 |
| 3 | L3₹58.3 L+₹36,762.10 (0.63%)Rejected-Finance | ₹58.3 L+₹36,762.10 (0.63%) | L3 | Rejected-Finance Bid is not L1 |
| 4 | Rejected-Technical CHAMAGRAM SUJAPUR KALIACHAK MALDA 732206 | MALDA | MALDA | WEST BENGAL | 732206 | - | - | Rejected-Technical Technically Dis-Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Dis-Qualified |
Tender Value
₹57.4 L
EMD Value
₹1.1 L
Closing Date
7 Apr 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
PURTA BHABAN, KODALIYA, SARAT SARANI MORE,BANDEL, HOOGHLY.PIN.712123
Construction of Block Public Health Unit BPHU at Goghat BPHC Under Goghat-1 Block, Hooghly under XV FC Health Grants for FY-2024-25 CIVIL and ELECTRICAL INSTALLATION WORK
2026_WBPWD_1020533_2
WBPWD/EE/HGLYSS/NIeT28/2025-26
Open Tender
CIVIL AND ELECTRICAL WORKS
Percentage
270 days
BANDEL
Please refer Tender documents.
4 documents required · 4 mandatory
₹1.1 L
Yes
11 Sept 2026
10 Mar 2026
9 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. (B) Detailed Insvestigation | |||||
| 2Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. | |||||
| 3Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, ,silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge | |||||
| 3.01 | b) When drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole.
(i) Depth 0m to 10m | - | Mtr. | - | - |
| 4A. Laboratory Investigation i) Liquid Limit as per IS 2720 (Part – V). | |||||
| 4.01 | ii) Plastic Limit as per IS 2720 (Part – V) | - | Nos. | - | - |
| 4.02 | iii) Grain size analysis by Sieving as per IS 2720
(Part – IV). | - | Nos. | - | - |
| 4.03 | iv) Grain size analysis by Hydrometer Method as
per IS 2720 (Part – IV). | - | Nos. | - | - |
| 4.04 | v) Determination of Water Content as per IS
2720 (Part – II). | - | Nos. | - | - |
| 4.05 | vi) Determination of Specific Gravity as per IS
2720 (Part – III). | - | Nos. | - | - |
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tech_bid_open.pdf
tech_eval.pdf
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2911_iisplited.pdf
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Corrigendum2.pdf
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