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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₹1.3 CrAccepted-Finance BHAGWANPURA DISTY SYSYTEM CONCRETE LINING M 15 WITH 10 ENHANCED CAPACITY FROM RD 28900 42528 OFFTAKING AT RD 90200 R 2ND PATIALA FEEDER | L1 | Accepted-Finance Lowest rates | |
| 2 | L2₹1.4 Cr+₹5.2 L (3.89%)Accepted-Finance NEAR LAKAR KANDA DARSHAN SINGH MC WALI GALI PREM NAGAR KOTKAPURA | SRI MUKTSAR SAHIB | PUNJAB | 151202 | L2 | Accepted-Finance High rates |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
2 Mar 2026, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Reconstruction with 10 percent enhanced capacity ( with Concrete Lining) of Hiron Khurd minor of Biroke Branch
2025_WR_147614_1
49 dated 14.08.2025
Open Tender
Civil Works - Canal
Item Rate
60 days
Mansa
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.4 L
Yes
Lehal Canal Division WRD Punjab Patiala
31 Oct 2026
14 Aug 2025
2 Mar 2026
14 Aug 2025
2 Mar 2026
14 Aug 2025
1 Sept 2025
| 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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. | - | Cum | - | - |
| 2 | 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 | - | Cum | - | - |
| 3 | Dressing of earth work New work or remodeling work. | - | Sq.Mtr | - | - |
| 4 | Dismantling brick work tile, masonry or tile lining ((b)) In cement | - | cum | - | - |
| 5 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | - | Sq.Mtr | - | - |
| 6 | Dressing side slopes and preparation of sub grade for lining. | - | Sq.Mtr | - | - |
| 7 | Putting 1:3
(Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes | - | Sq.Mtr | - | - |
| 8 | Filling expansion joints with special impervious hot pour 12.5mm wide | - | per metre/cm depth | - | - |
| 9 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- ((a)) 0 to 1.5 m depth | - | Cum | - | - |
| 10 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | - | Cum | - | - |
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HironKhurdMinor.xls
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