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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-Finance VILLAGE GHAMURGHAR TEHSIL MOONAK SANGRUR PUNJAB | SANGRUR | PUNJAB | 148001 | L1 | Accepted-Finance Lowest rates | |
| 2 | L2₹2.0 L+₹23,415.95 (13.2%)Accepted-Finance H NO B 111 76 2 PAKHON WAL BAGH SAHORIA STREET BARNALA | SANGRUR | PUNJAB | 148024 | L2 | Accepted-Finance High rates |
| Sl No | Description | Qty | Unit | DP Constructions L1 | SHIV KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 52.23 | Cum | 41.19 ₹2,151.35 Lowest | 47 ₹2,454.81 |
| 2.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-0 to 1.5 m depth | 14.92 | Cum | 183.08 ₹2,731.55 Lowest | 207 ₹3,088.44 |
| 3.00 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of :-First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.Second layer of 10mm thick cement plaster 1:3 properly rendered and finished.75mm thick bricks laid in 1:3 cement sand mortar over second layer. | 137.91 | Sq.Mtr | 944.77 ₹1,30,293.23 Lowest | 1,068 ₹1,47,287.88 |
| 4.00 | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 0.44 | Cum | 7,417.89 ₹3,263.87 Lowest | 8,386 ₹3,689.84 |
| 5.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | 92.66 | M | 204.63 ₹18,961.02 Lowest | 232 ₹21,497.12 |
| 6.00 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 42.38 | Cum | 75.12 ₹3,183.59 Lowest | 85 ₹3,602.3 |
| 7.00 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | 42.38 | cum | 18.17 ₹770.04 Lowest | 21 ₹889.98 |
| 8.00 | Extra for rolling to specifications | 42.38 | Cum | 20.6 ₹873.03 Lowest | 24 ₹1,017.12 |
| 9.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads(excluding royalty) | 42.38 | Cum | 152.93 ₹6,481.17 Lowest | 173 ₹7,331.74 |
| 10.00 | Extra allowance for providing templates in curved portion | 43.99 | Sq.Mtr | 15.13 ₹665.57 Lowest | 18 ₹791.82 |
Tender Value
₹1.6 L
EMD Value
₹3,210
Closing Date
29 Apr 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for Restoring of patches of brickwork lining of minor no.4 of Budhlada Branch, Budhlada canal sub div ,budhlada
2026_WR_166086_1
07 Dated 15.04.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Mansa
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹3,210
Lehal Canal Division WRD Punjab Patiala
16 Oct 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 52.23 | Cum | 35.82 | ₹1,870.88 |
| 2 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-0 to 1.5 m depth | 14.92 | Cum | 159.2 | ₹2,375.26 |
| 3 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of :-First layer 12.5mm thick cement plaster 1:5 on sub grade and finished.Second layer of 10mm thick cement plaster 1:3 properly rendered and finished.75mm thick bricks laid in 1:3 cement sand mortar over second layer. | 137.91 | Sq.Mtr | - | - |
| 4 | Filling triangular portion under coping and on side of toe wall underneath lining with 1:3 cement sand mortar. | 0.44 | Cum | - | - |
| 5 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | 92.66 | M | - | - |
| 6 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 42.38 | Cum | - | - |
| 7 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | 42.38 | cum | 15.8 | ₹669.6 |
| 8 | Extra for rolling to specifications | 42.38 | Cum | 17.91 | ₹759.03 |
| 9 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads(excluding royalty) | 42.38 | Cum | 132.98 | ₹5,635.69 |
| 10 | Extra allowance for providing templates in curved portion | 43.99 | Sq.Mtr | 13.16 | ₹578.91 |
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