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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC Accept |
| 2 | L 2₹2.9 Cr+₹3.4 L (1.17%)Rejected-AOC GURDASPUR | GURDASPUR | GURDASPUR | PUNJAB | ₹2.9 Cr+₹3.4 L (1.17%) | L 2 | Rejected-AOC Reject |
| 3 | L3₹3.0 Cr+₹12.4 L (4.28%)Rejected-AOC | ₹3.0 Cr+₹12.4 L (4.28%) | L3 | Rejected-AOC Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical due to insufficient bid capacity |
Tender Value
₹3.2 Cr
EMD Value
₹6.5 L
Closing Date
1 Jan 2026, 1:00 pmClosed
Executive Engineer Provincial Division Amritsar
Executive Engineer Provincial Division Amritsar
CONSTRUCTION OF SPORTS STADIUM AT JANDIALA GURU DISTT AMRITSAR PUNJAB
2025_CEPW_155704_1
EE/PD/Asr/79 dated 16.12.2025
Open Tender
Civil Works - Buildings
Percentage
180 days
Jandiala Guru
Please refer Tender documents.
16 documents required · 16 mandatory
₹20,000
Yes
₹6.5 L
Yes
10 Feb 2026
17 Dec 2025
1 Jan 2026
17 Dec 2025
1 Jan 2026
17 Dec 2025
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 Pavallion (G+1 Storey) in RCC Frame Structure as per Architect drawings & specificaitons Complete. | - | - | - | - |
| 3 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 447.62 | Cum. | 191.74 | ₹85,826.66 |
| 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. | 249.02 | ltr | 391.9 | ₹97,590.94 |
| 5 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | 52.15 | Cum. | 4,143.71 | ₹2,16,094.48 |
| 6 | Reinforced cement concrete M-20 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. | 162.72 | Cum | 5,892.49 | ₹9,58,825.97 |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 303.75 | sqm | 221.24 | ₹67,201.65 |
| 8 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | 121.57 | Cum | 6,287.46 | ₹7,64,366.51 |
| 9 | Damp proof course 4 cm thick of cement concrete 1 : 2 : 4 with 2 coats of bitument 20/30 penetration at 1.65 kg per Sqm. laid hot and sanded. | 3.64 | sqm | 368.24 | ₹1,340.39 |
| 10 | Reinforced cement concrete M-20 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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