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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹56.6 L+₹5,897 (0.10%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹69.0 L+₹12.4 L (22.0%)Accepted-Finance 372 KALIA COLONY PHASE 1 JALANDHAR 144008 | JALANDHAR | PUNJAB | 144008 | L3 | Accepted-Finance L3 | |
| 4 | Not Admitted-Finance B 1 1769 PREM NAGAR KOTKAPURA | - | Not Admitted-Finance System rejected due to Highest value quoted |
| Sl No | Description | Qty | Unit | PAUL AND COMPANY L2 | om namah shivay construction co. L3 | Ms Surinder Singh and Company L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres. | 357.62 | Cum | 162.5 ₹58,113 | 164 ₹58,650 | 130 ₹46,491 Lowest |
| 2.00 | 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 | 663.04 | Cum | 56.25 ₹37,296 | 56.25 ₹37,296 | 56 ₹37,130 Lowest |
| 3.00 | Shuttering for faces of concrete foundations and foundation
beam & plinth beam (vertical or battering) | 56.42 | Sqm | 196 ₹11,058 | 196 ₹11,058 | 187 ₹10,551 Lowest |
| 4.00 | Centering and shuttering for columns (Square or rectangular
or poly gonal in plain) | 226.16 | Sqm | 446 ₹1,00,867 | 448 ₹1,01,320 | 425 ₹96,118 Lowest |
| 5.00 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels | 68.56 | Sqm | 355 ₹24,339 | 357 ₹24,476 | 339 ₹23,242 Lowest |
| 6.00 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 273.88 | Sqm | 498 ₹1,36,392 | 501 ₹1,37,214 | 427 ₹1,16,947 Lowest |
| 7.00 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge (mixing by mechanical means using concrete mixer volumetric type) | 9.09 | Cum | 2,292.8 ₹20,842 | 2,292.8 ₹20,842 | 2,063 ₹18,753 Lowest |
| 8.00 | Cement concrete 1:5:10 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 12.24 | Cum | 2,286.31 ₹27,984 | 2,286.31 ₹27,984 | 2,057 ₹25,178 Lowest |
| 9.00 | Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 23.64 | Cum | 2,271.06 ₹53,688 | 2,271.06 ₹53,688 | 2,043 ₹48,297 Lowest |
| 10.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 2.97 | Cum | 2,386.43 ₹7,088 | 2,386.43 ₹7,088 | 2,386 ₹7,086 Lowest |
Tender Value
₹61.7 L
EMD Value
₹1.2 L
Closing Date
14 May 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sr. Xen, Civil Works Division, PSTCL, Jalandhar.
Room No. 301, Shakti Sadan, Jalandhar
Construction of SPR Room at 220 kV S/S Ajnala
2026_POWER_167148_1
CWJ/T-04/2026-27
Open Tender
Civil Works
Tender cum Auction
195 days
at 220kV Sub Station Ajnala
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.2 L
Yes
12 Oct 2026
28 Apr 2026
15 May 2026
28 Apr 2026
14 May 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres. | 357.62 | Cum | 162.5 | ₹58,113.25 |
| 2 | 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 | 663.04 | Cum | 56.25 | ₹37,296 |
| 3 | Shuttering for faces of concrete foundations and foundation
beam & plinth beam (vertical or battering) | 56.42 | Sqm | 187.5 | ₹10,578.75 |
| 4 | Centering and shuttering for columns (Square or rectangular
or poly gonal in plain) | 226.16 | Sqm | 425.89 | ₹96,319.28 |
| 5 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels | 68.56 | Sqm | 339.29 | ₹23,261.72 |
| 6 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 273.88 | Sqm | 475 | ₹1,30,093 |
| 7 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge (mixing by mechanical means using concrete mixer volumetric type) | 9.09 | Cum | 2,292.8 | ₹20,841.55 |
| 8 | Cement concrete 1:5:10 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 12.24 | Cum | 2,286.31 | ₹27,984.43 |
| 9 | Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 23.64 | Cum | 2,271.06 | ₹53,687.86 |
| 10 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 2.97 | Cum | 2,386.43 | ₹7,087.7 |
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