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Tender Value
₹3.8 Cr
EMD Value
₹7.7 L
Closing Date
28 Aug 2026, 5:00 pm4d left
XEN PWD B and R Sri Muktsar Sahib
Executive Engineer, Construction Division, PWD B and R, Sri Muktsar Sahib
Construction of Auditorium in Govt. College Danewala, Malout, Distt. Sri Muktsar Sahib (Punjab)
2026_CEPW_173646_1
Bid No. 09 Dated 13-08-2026
Open Tender
Civil Works - Buildings
Percentage
180 days
Malout
Please refer to tender documents
14 documents required · 14 mandatory
₹20,000
₹7.7 L
Yes
14 Aug 2026
14 Aug 2026
31 Aug 2026
14 Aug 2026
28 Aug 2026
14 Aug 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 Auditorium Complete as per drawing & 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 leadupto 30 metres | 929.04 | Cum. | 102.19 | ₹94,938.6 |
| 4 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. | 586.42 | ltr | 391.9 | ₹2,29,818 |
| 5 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | 133.82 | Cum. | 4,627.11 | ₹6,19,199.86 |
| 6 | 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. | 393.57 | Cum | 6,541.36 | ₹25,74,483.06 |
| 7 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 199.52 | Cum | 6,210.46 | ₹12,39,110.98 |
| 8 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 32.35 | Cum | 6,394.82 | ₹2,06,872.43 |
| 9 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 550.73 | Sqm | 221.24 | ₹1,21,843.51 |
| 10 | 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. | - | - | - | - |
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