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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | ₹22.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.5 L+₹97,349.13 (4.31%)Rejected-AOC VILLAGE CHIBRANWALI DISTT SRI MUKTSAR SAHIB | SRI MUKTSAR SAHIB | PUNJAB | 151202 | ₹23.5 L+₹97,349.13 (4.31%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | The Chouhan Labour and Construction Cooperative Society Ltd. L2 | The Muktsar United Co Op L&C Society Ltd. L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road (a) Discharge upto 1.5 cum/s | 2.41 | km | 4,504.29 ₹4,504.29 Lowest | 4,504.29 ₹4,504.29 Lowest |
| 2.00 | Clearance of weed, jalla, deela, sarkanda,jungle, butti, dhora, silts etc manually from inner section of lined channel (a) Lined (Heavy Growth) (i) discharge upto 0.283 cumecs | 2,408.54 | mtr | 40,934.64 ₹40,934.64 | 36,118.8 ₹36,118.8 Lowest |
| 3.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads, excluding royalty. | 1,994.26 | cum | 2,61,048 ₹2,61,048 | 2,21,890.8 ₹2,21,890.8 Lowest |
| 4.00 | Excavation in Soil (any type) using Hydraulic Excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and crosssections, including all lifts and combined lead upto 30m | 33.14 | cum | 1,226.18 ₹1,226.18 | 1,159.9 ₹1,159.9 Lowest |
| 5.00 | Rehandling of earth work with average lead 30 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery. | 33.14 | cum | 4,650.88 ₹4,650.88 Lowest | 5,164.64 ₹5,164.64 |
| 6.00 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved 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. | 23.3 | cum | 8,579.6 ₹8,579.6 | 7,799.96 ₹7,799.96 Lowest |
| 7.00 | Cement Conc. 1:4:8 witb brick ballast, mixing by manual means. | 1.78 | cum | 0 ₹4,196.28 | 0 ₹3,746.8 Lowest |
| 8.00 | Cement Conc. 1:2:4 witb stone ballast or shingle mixing by mechanical means. | 0.68 | cum | 101.32 ₹101.32 Lowest | 101.32 ₹101.32 Lowest |
| 9.00 | 10 mm thick plaster with cement mortar 1:3 on bed & top of side walls. | 7.68 | sqm | 5,715.36 ₹5,715.36 Lowest | 5,715.36 ₹5,715.36 Lowest |
| 10.00 | 10 mm thick plaster with cement mortar 1:3 on walls. | 28.94 | sqm | 13,70,711.25 ₹13,70,711.25 | 13,40,251 ₹13,40,251 Lowest |
Tender Value
Refer Docs
EMD Value
₹51,160
Closing Date
22 May 2025, 10:00 amClosed
Executive Engineer Harike Canal Division Ferozepur
Executive Engineer Harike Canal Division Ferozepur
ESTIMATE FOR REPAIR / RE-HABILITATION OF GHALL DISTY. FROM RD 9700 TO RD 17600
2025_WR_139716_1
0010/Harike Canal Division/2025-26
Open Tender
Civil Works - Canal
Item Wise
Executive Engineer Harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹51,160
3 Jul 2026
6 May 2025
22 May 2025
6 May 2025
22 May 2025
6 May 2025
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road (a) Discharge upto 1.5 cum/s
Clearance of weed, jalla, deela, sarkanda,jungle, butti, dhora, silts etc manually from inner section of lined channel (a) Lined (Heavy Growth) (i) discharge upto 0.283 cumecs
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads, excluding royalty.
Excavation in Soil (any type) using Hydraulic Excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and crosssections, including all lifts and combined lead upto 30m
Rehandling of earth work with average lead 30 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved 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.
Cement Conc. 1:4:8 witb brick ballast, mixing by manual means.
Cement Conc. 1:2:4 witb stone ballast or shingle mixing by mechanical means.
10 mm thick plaster with cement mortar 1:3 on bed & top of side walls.
10 mm thick plaster with cement mortar 1:3 on walls.
12.5 mm thick cement plaster 1:3
First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
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 andside slopes
Scrapping cement plaster
Extra for Compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
Dressing bed portion and preparation surface complete in all respect as per PWD specifications and engineer incharge
115mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern in 1:3 cement sand mortar over 10mm thick cement plaster 1:3 over 12.50 mm thick cement plaster in 1:5 on sub grade.
Dressing of earthwork for new work for remodelling work unit
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
RCCM-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel r/f centering and shuttering in f/n & plinth
CC 1:2:4 With stone ballast or shingle, mixing by manual means but excluding Steel reinforcement.
Providing & placing of Steel foot steps complete.
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
Providing lowering & jointing NP2 RCC pipe 450 mm dia in trenches & laying same to correct allignment (Complete)
New Outlet
The Chouhan Labour and Construction Cooperative Society Ltd. (BID ID -644519)
Bidder Name
The Muktsar United Co Op L&C Society Ltd.
The Chouhan Labour and Construction Cooperative Society Ltd.
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