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Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
20 Jul 2026, 1:00 pm
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Construction of pacca water course Rd 25990/R Lakhiwala Saidewala Branch
2026_WR_165215_1
01 Dated 02.04.2026
Open Tender
Civil Works - Canal
60 days
Mansa
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹1 L
Yes
Lehal Canal Division WRD Punjab Patiala
20 Jul 2026
2 Apr 2026
20 Jul 2026
2 Apr 2026
20 Jul 2026
2 Apr 2026
9 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 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 | Dressing side slopes and preparation of sub grade for lining. | - | sq mtr | - | - |
| 5 | 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 | - | - |
| 6 | Filling expansion joints with special impervious hot pour 12.5mm wide. | - | per mtrcm depth | - | - |
| 7 | 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 | - | - |
| 8 | 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) -
Lining | - | cum | - | - |
| 9 | 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) -
sleeper | - | 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) - coping | - | cum | - | - |
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