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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 CrAccepted-Finance | ₹21.9 Cr | L1 | Accepted-Finance First Lowest |
| 2 | L2₹22.6 Cr+₹68.0 L (3.11%)Accepted-Finance | ₹22.6 Cr+₹68.0 L (3.11%) | L2 | Accepted-Finance Second Lowest |
| 3 | L3₹22.6 Cr+₹76.1 L (3.48%)Accepted-Finance | ₹22.6 Cr+₹76.1 L (3.48%) | L3 | Accepted-Finance Third Lowest |
Tender Value
₹24.6 Cr
EMD Value
₹49.1 L
Closing Date
10 Jul 2026, 3:30 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER CONSTRUCTION DIVISION NO. 2 PWD B AND R BR JALANDHAR CANTT
CONSTRUCTION OF SHRI GURU RAVIDAS BANI ADHYAN CENTER VILLAGE AT FARIDPUR - NAUGAJJA DISTT. JALANDHAR (PUNJAB) (PHASE-I)
2026_CEPW_170420_1
Bid No. 04 Dated 17.06.2026
Open Tender
Civil Works - Buildings
Percentage
540 days
JALANDHAR
Please refer Tender documents.
13 documents required · 13 mandatory
₹50,000
₹49.1 L
Yes
JALANDHAR CANTT
23 Jul 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
10 Jul 2026
18 Jun 2026
1 Jul 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 | CIVIL WORKS | - | - | - | - |
| 2 | Construction of Academic, Interprepation Library and Administrative Block (Ground+ 2 storeys) in RCC Frame structure having provision of foundation for G+3 Storey as per Architect drawings & PWD Specifications | - | - | - | - |
| 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 | 2,198.03 | Cum. | 102.19 | ₹2,24,616.69 |
| 4 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | 117.76 | Cum. | 4,146.88 | ₹4,88,336.59 |
| 5 | 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 foundation and plinth | 978.81 | Cum | 6,412.19 | ₹62,76,315.69 |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1,564.33 | sqm | 221.24 | ₹3,46,092.37 |
| 7 | 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. | - | - | - | - |
| 8 | Columns (Rectangular & Square) | - | - | - | - |
| 9 | Total all Floor | 218.76 | Cum | 7,203.37 | ₹15,75,809.22 |
| 10 | Lift Walls | - | - | - | - |
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Tendernotice_1.pdf
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DRAWINGS.pdf
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Technical_Conditions.pdf
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BOQ_346840.xls
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Corrigendum.pdf
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