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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.6 L+₹43,628.59 (4.30%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | THE NEW NATIONAL CO OP L AND C SOCIETY LTD L1 | THE M S L AND C COOPERATIVE SOCITY LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | 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 with disposal with an avg lead 3km Pkka | 51.77 | cum | - | - |
| 2.00 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.[ CSR 24.5 b (i) & (ii) ] | 834.33 | cum | - | - |
| 3.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing. | 305.79 | cum | 58,286.8 ₹58,286.8 Lowest | 60,080.24 ₹60,080.24 |
| 4.00 | Dressing of side slopes and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR 19.02) | 870.79 | sq mtr | 13,450.8 ₹13,450.8 Lowest | 14,347.52 ₹14,347.52 |
| 5.00 | Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD | 884.33 | sq mtr | 15,244.24 ₹15,244.24 Lowest | 16,140.96 ₹16,140.96 |
| 6.00 | Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification. | 573.6 | rmtr | - | - |
| 7.00 | 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 | 596.28 | cum | 20,113.6 ₹20,113.6 | 18,102.24 ₹18,102.24 Lowest |
| 8.00 | Any other item | 1 | CSR+SP | - | - |
Tender Value
₹9.4 L
EMD Value
₹18,766
Closing Date
2 Feb 2026, 11:00 amClosed
Executive Engineer
Muktsar Canal Division
ESTIMATE FOR CONSTRUCTION and REPAIR OF LINING GAPS OF KULAR MINOR AND LAMBI DISTY
2026_WR_158543_1
628
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹18,766
Yes
23 Mar 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
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 with disposal with an avg lead 3km Pkka
Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.[ CSR 24.5 b (i) & (ii) ]
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing.
Dressing of side slopes and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR 19.02)
Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD
Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification.
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
Any other item
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