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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAccepted-AOC 14258 ST NO 2A GANESHA BASTI BATHINDA | BATHINDA | PUNJAB | 151001 | ₹8.8 Cr | L1 | Accepted-AOC As per Site |
| 2 | L2₹9.2 CrRejected-AOC | ₹9.2 Cr | L2 | Rejected-AOC As per Site |
| 3 | L3₹9.4 CrRejected-AOC H NO 344 HARGOBIND COLONY BAHADURGARH DISTT PATIALA | BAHADURGARH | PATIALA | ₹9.4 Cr | L3 | Rejected-AOC As per Site |
| 4 | L4₹9.5 CrRejected-AOC | ₹9.5 Cr | L4 | Rejected-AOC As per Site |
| 5 | L5₹9.9 CrRejected-AOC | ₹9.9 Cr | L5 | Rejected-AOC As per Site |
Tender Value
₹10.2 Cr
EMD Value
₹20.4 L
Closing Date
8 May 2026, 1:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER Construction Division PWD B and R Malerkotla
Construction of Judicial Residences for Officer in Court Complex at Malerkotla Distt. Malerkotla
2026_CEPW_166318_1
Bid Notice No.03 dt.10.04.2026
Open Tender
Civil Works - Buildings
365 days
Malerkotla
Please refer Tender documents.
22 documents required · 22 mandatory
₹50,000
₹20.4 L
Yes
15 Jun 2026
17 Apr 2026
8 May 2026
17 Apr 2026
8 May 2026
17 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | CIVIL WORKS | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Construction of DSJ Residence | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 4 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 5 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | - | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | - | Sqm | - | - | BI01010001010000000000000515BI0100001124 |
| 7 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | - | Cum | - | - | BI01010001010000000000000515BI0100001125 |
| 8 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. | - | Cum | - | - | BI01010001010000000000000515BI0100001126 |
| 9 | Extra Rate For First Floor | - | Cum | - | - | BI01010001010000000000000515BI0100001127 |
| 10 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) | - | Sqm | - | - | BI01010001010000000000000515BI0100001128 |
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