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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.2 CrAccepted-AOC GURUHARSARHAYE DISTRICT FIROZPUR | MALERKOTLA | PUNJAB | 148018 | ₹3.2 Cr | L-1 | Accepted-AOC Lowest |
| 2 | L-2₹3.2 Cr+₹14,244 (0.04%)Rejected-AOC | ₹3.2 Cr+₹14,244 (0.04%) | L-2 | Rejected-AOC Highest |
| 3 | L-3₹3.2 Cr+₹21,366 (0.07%)Rejected-AOC | ₹3.2 Cr+₹21,366 (0.07%) | L-3 | Rejected-AOC Highest |
| 4 | L-4₹3.2 Cr+₹3.3 L (1.03%)Rejected-AOC 14258 ST NO 2A GANESHA BASTI BATHINDA | BATHINDA | PUNJAB | 151001 | ₹3.2 Cr+₹3.3 L (1.03%) | L-4 | Rejected-AOC Highest |
| 5 | L-5₹3.4 Cr+₹20.3 L (6.32%)Rejected-AOC | ₹3.4 Cr+₹20.3 L (6.32%) | L-5 | Rejected-AOC Highest |
Tender Value
₹3.6 Cr
EMD Value
₹7.1 L
Closing Date
6 Apr 2026, 10:00 amClosed
Executive Engineer Provincial Division PWD LDH
Executive Engineer Provincial Division PWD B AND R LDH
CONSTRUCTION OF INDOOR VOLLEYBALL COURT AT SCD GOVT COLLEGE LUDHIANA
2026_CEPW_163969_1
Tender Notice No. 64 Dated 18.03.2026
Open Tender
Civil Works - Buildings
Percentage
180 days
Ludhiana
Please refer Tender documents.
22 documents required · 22 mandatory
₹20,000
₹7.1 L
Yes
22 Jul 2026
19 Mar 2026
6 Apr 2026
19 Mar 2026
6 Apr 2026
19 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 |
|---|---|---|---|---|---|
| - | CIVIL WORKS | - | - | - | - |
| - | 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 and 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 all lead | 548.79 | Cum | - | - |
| - | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 142.38 | Cum | - | - |
| - | Reinforced cement concrete M-20 mechanically 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. | 112.33 | Cum | - | - |
| - | Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | 138.37 | Cum | - | - |
| - | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete | 377.9 | Qtl | - | - |
| - | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 150.66 | Sqm | - | - |
| - | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) | 722.72 | Sqm | - | - |
| - | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. | 277.28 | Sqm | - | - |
| - | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 208.38 | Sqm | - | - |
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