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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹3.1 LAdmitted-Finance | ₹3.1 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Goyal and Goyal Construction L2 | GLOBAL PIPE L1 |
|---|---|---|---|---|---|
| 1.00 | Boundary Pillars ((a)) Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications | 167 | each | 1,800 ₹3.0 L | 1,570 ₹2.6 L |
| 2.00 | Earthworkinexcavation infoundationstrenchesetc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressingof bottomandsides of trenches, stacking the excavatedsoil clear fromthe edge of excavation and subsequent filling around masonryin15cm, layerswith compaction includingdisposal of all surplussoil asdirected within lead of 30 metres | 9.01 | cum | 500 ₹4,505 | 375 ₹3,378.75 |
Updated dates
Tender Value
₹2.4 L
EMD Value
₹4,800
Closing Date
19 Dec 2025, 1:00 pmClosed
Executive Engineer Lehal Canal Divison Patiala
Executive Engineer Lehal Canal Divison WRD Punjab Patiala
Estimate for Construction of Boundary pillar along Minor 9 of Bhawanigarh disty offtaking at RD 84700/R of Bhawanigarh disty
2025_WR_155067_1
75 dated 02.12.2025
Open Tender
Civil Works - Canal
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹4,800
Lehal Canal Division WRD Punjab Patiala
30 Dec 2025
2 Dec 2025
19 Dec 2025
2 Dec 2025
19 Dec 2025
2 Dec 2025
10 Dec 2025
Boundary Pillars ((a)) Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
Earthworkinexcavation infoundationstrenchesetc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressingof bottomandsides of trenches, stacking the excavatedsoil clear fromthe edge of excavation and subsequent filling around masonryin15cm, layerswith compaction includingdisposal of all surplussoil asdirected within lead of 30 metres
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