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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.5 LAdmitted-Finance | ₹52.5 L | L1 | Admitted-Finance |
| 2 | L2₹53.1 L+₹64,510.75 (1.23%)Admitted-Finance DASHMESH NAGAR NEAR ANIL BAGHI HOSPITAL FEROZEPUR CITY | FEROZEPUR | FEROZEPUR | PUNJAB | ₹53.1 L+₹64,510.75 (1.23%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | THE AMRIT COOP L AND C SOCIETY LTD L2 | Harkrishan Lal Contractor L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.50 cumecs. | 6.36 | km | 2,200 ₹13,992 | 2,000 ₹12,720 Lowest |
| 2.00 | Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead 3km katcha including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads. | 11,477.59 | Cum | 145 ₹16,64,250.55 | 143 ₹16,41,295.37 Lowest |
| 3.00 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 852.31 | Cum | 40 ₹34,092.4 | 38 ₹32,387.78 Lowest |
| 4.00 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) | 293.36 | Cum | 170 ₹49,871.2 | 165 ₹48,404.4 Lowest |
| 5.00 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. | 1,105.33 | Cum | 105 ₹1,16,059.65 | 100 ₹1,10,533 Lowest |
| 6.00 | Dressing of Earthwork for new work. | 1,794.36 | Sq.Mtr | 1.52 ₹2,727.43 | 1.5 ₹2,691.54 Lowest |
| 7.00 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. | 1,095.25 | Sq.Mtr | 20 ₹21,905 | 19 ₹20,809.75 Lowest |
| 8.00 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (In side slopes for all sections) | 880.04 | Sq.Mtr | 790 ₹6,95,231.6 | 786 ₹6,91,711.44 Lowest |
| 9.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. | 608.08 | Mtr | 165 ₹1,00,333.2 | 160 ₹97,292.8 Lowest |
| 10.00 | Raking cleaning and filling of hollow joints in cement sand mortar 1:3 on side slopes of lined channel | 23,478.24 | Sq.Mtr | 111 ₹26,06,084.64 | 110 ₹25,82,606.4 Lowest |
Tender Value
₹61.2 L
EMD Value
₹1.2 L
Closing Date
15 Jun 2026, 9:00 amClosed
Xen Fazilka Canal And Ground Water Division CC FZR
Xen Fazilka Canal And Ground Water Division CC FZR
Estimate for strengthening of bank and relining of damaged portion/patch of balelke minor from Rd- 0 to 20878.
2026_WR_168343_1
009/FazilkaCanal/2026-27 dated 13/05/2026
Open Tender
Civil Works - Canal
Item Wise
30 days
Xen Fazilka Canal And Ground Water Division CC FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹1.2 L
15 Jun 2026
14 May 2026
15 Jun 2026
14 May 2026
15 Jun 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.50 cumecs. | 6.36 | km | 191.74 | ₹1,219.47 |
| 2 | Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead 3km katcha including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads. | 11,477.59 | Cum | 4,616.78 | ₹5,29,89,507.96 |
| 3 | Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead upto 30m. | 852.31 | Cum | 4,907.63 | ₹41,82,822.13 |
| 4 | E/Work for lip cutting of irrigation Channels inclusive of all allowances, lead and dressing (upto 1.50 mtr depth) | 293.36 | Cum | 6,192.97 | ₹18,16,769.68 |
| 5 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. | 1,105.33 | Cum | 3,575.16 | ₹39,51,731.6 |
| 6 | Dressing of Earthwork for new work. | 1,794.36 | Sq.Mtr | 3,279.46 | ₹58,84,531.85 |
| 7 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. | 1,095.25 | Sq.Mtr | 234.93 | ₹2,57,307.08 |
| 8 | Single layer brick lining for irrigation channels (Distributaries and minors) or section of all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on subgrade and finished, second layer of 10mm thick cement plaster 1:3 properly rendered and finished, 75 mm bricks laid in 1:3 cement sand mortar over second layer (In side slopes for all sections) | 880.04 | Sq.Mtr | 13,436.34 | ₹1,18,24,516.65 |
| 9 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 as per PWD specifications i/c supply of material complete in all respect. | 608.08 | Mtr | 1,762 | ₹10,71,436.96 |
| 10 | Raking cleaning and filling of hollow joints in cement sand mortar 1:3 on side slopes of lined channel | 23,478.24 | Sq.Mtr | 191.74 | ₹45,01,717.74 |
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