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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 CrAccepted-AOC 263 URBAN ESTATE PHASE II BATHINDA | BATHINDA | PUNJAB | 151001 | ₹13.9 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹14.5 Cr+₹62.1 L (4.47%)Rejected-AOC | ₹14.5 Cr+₹62.1 L (4.47%) | L2 | Rejected-AOC rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical rejected |
Tender Value
₹15.7 Cr
EMD Value
₹31.3 L
Closing Date
26 May 2026, 10:00 amClosed
Executive Engineer
Executive Engineer Provincial Division PWD B and R Mansa
Construction of Industrial Institute ITI Type 2 at village Fatehgarh Sahnewali District Mansa
2026_CEPW_167663_1
PWD/MSA/2026-27/03
Open Tender
Civil Works - Buildings
Percentage
365 days
Sardulgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹50,000
Yes
₹31.3 L
Yes
Bathinda
30 Jul 2026
5 May 2026
26 May 2026
5 May 2026
26 May 2026
5 May 2026
19 May 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 Main Building Two storey | - | - | - | - |
| 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 | 3,441.44 | cum | 102.19 | ₹3,51,680.75 |
| 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. | 1,276.39 | ltr | 391.9 | ₹5,00,217.24 |
| 5 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | 261.99 | cum | 4,713.43 | ₹12,34,871.53 |
| 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. | 829.7 | cum | 6,517.79 | ₹54,07,810.36 |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1,478.3 | sqm | 221.24 | ₹3,27,059.09 |
| 8 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 712.88 | cum | 5,945.1 | ₹42,38,142.89 |
| 9 | 20mm thick cement plaster in damp proof course 1:3with two coats of bitumen at 1.65Kg. Per sqm laid hot and sanded Vertical | 1,545.7 | sqm | 393.88 | ₹6,08,820.32 |
| 10 | Cement concrete 1:3:6 with stone ballast or shingle 40 mm guage. using concrete mixing volumetric type | 41.82 | cum | 5,044.43 | ₹2,10,958.06 |
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