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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-Finance | ₹8.0 Cr | L1 | Accepted-Finance Lowest One |
| 2 | L2₹8.1 Cr+₹9.1 L (1.14%)Rejected-Finance | ₹8.1 Cr+₹9.1 L (1.14%) | L2 | Rejected-Finance Bid is not L1 |
| 3 | L3₹8.1 Cr+₹9.9 L (1.24%)Rejected-Finance | ₹8.1 Cr+₹9.9 L (1.24%) | L3 | Rejected-Finance Bid is not L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹7.8 Cr
EMD Value
₹10 L
Closing Date
26 Sept 2025, 2:00 pmClosed
SE SWC SS PWDte
Superintending Engineer_South Western Circle_Social Sector_PWDte_South End Dak Bunglow Road_Narampur_Midnapore_ Paschim Medinipur
Construction of 50 Bedded Unit at Digha SGH Hospital under Nandigram HD in the District Purba Medinipur
2025_WBPWD_893819_1
WBPWD/SS/SE/SWC/NIT_07/2025_26
Open Tender
CIVIL AND ELECTRICAL WORKS
Percentage
450 days
Digha_Purba_Medinipur
Please refer Tender documents.
6 documents required · 6 mandatory
₹10 L
Yes
10 Sept 2026
22 Aug 2025
8 Oct 2025
29 Aug 2025
26 Sept 2025
29 Aug 2025
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 | Civil Work:-
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) | 2,800 | Sqm | 11 | ₹30,800 |
| 2 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. | 33.26 | Cum | 447 | ₹14,867.22 |
| 3 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. above 150 mm. thick | 4.8 | Cum | 1,417 | ₹6,801.6 |
| 4 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. | 7.79 | Cum | 1,956 | ₹15,237.24 |
| 5 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
Depth of excavation not exceeding 1,500 mm. | 1,541.54 | Cum | 119.27 | ₹1,83,859.48 |
| 5.01 | b) Depth of excavation above 1500 mm & upto 3000 mm | 1,656.44 | Cum | 192.38 | ₹3,18,665.93 |
| 5.02 | c)Depthof excavation foradditional depth beyond
3000mm.upto4000mm.excludingcostof shoringas
necessar | 659 | %cum | 23,470 | ₹1,54,66,730 |
| 6 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of (a) With earth obtained from excavation of foundation | 3,471.28 | Cum | 77.54 | ₹2,69,163.05 |
| 7 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 1,770.21 | Cum | 851.73 | ₹15,07,740.96 |
| 8 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety
In ground floor | 881.6 | Cum | 6,722.55 | ₹59,26,600.08 |
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