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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.3 LAccepted-AOC | L1 | Accepted-AOC L1. Hence accepted | |
| 2 | L2₹73.3 L+₹623.34 (<0.01%)Rejected-AOC | L2 | Rejected-AOC L2. Hence rejected |
| Sl No | Description | Qty | Unit | K S Bigili L1 | Greenal Jose L2 |
|---|---|---|---|---|---|
| 1.00Construction of sluices and platform for submersible pump | |||||
| 1.00 | OD48515/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m
with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down
2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post
on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion
and screening the sides of bund with Seperation memebrane of impermeable plastic sheet
125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails
in full height including tying properly using iron wire and coir altogether and supply and
filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and
lifts including consolidating properly and maintaing the bund till the work is completed and
dismantling the bund after completion of work etc. as per the directions of departmental
officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m
Spacing 0.75m No. of leyers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m
Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m | 191.25 | cum | 830.95 ₹1,58,919.19 Lowest | 831.02 ₹1,58,932.58 |
| 1.00 | OD49059/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 109.2 | cum | 519.91 ₹56,774.17 Lowest | 519.95 ₹56,778.54 |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 2,160 | hour | 567.88 ₹12,26,620.8 Lowest | 567.93 ₹12,26,728.8 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 65.58 | cum | 833.2 ₹54,641.26 Lowest | 833.27 ₹54,645.85 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 39.35 | cum | 1,887.3 ₹74,261.48 Lowest | 1,887.46 ₹74,267.78 |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 192.52 | cum | 283.37 ₹54,554.39 Lowest | 283.39 ₹54,558.24 |
| 1.01 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 1,413 | metre | 157.48 ₹2,22,519.24 Lowest | 157.49 ₹2,22,533.37 |
| 1.01 | OD21795/2025-2026:Coconut pile - - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing, staging platform and all other appliances necessary for pile driving down after pointing the bottom end. Details of one post of 6m long 15 number per day 6x15=90m , Details for 90m length | 1,413 | metre | 270.89 ₹3,82,767.57 Lowest | 270.91 ₹3,82,795.83 |
| 1.01 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | 314 | each | 250.79 ₹78,748.06 Lowest | 250.81 ₹78,754.34 |
Tender Value
₹66.7 L
EMD Value
₹50,000
Closing Date
6 Apr 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer, Minor Irrigation division Ernakulam
Construction of sluices
2026_Irrig_840638_3
EE/MIDVN/EKM/23/ET/2025-26/ST
Open Tender
Civil Works - Others
Item Rate
730 days
Kuzhuppilly Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jul 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
6 Apr 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of sluices and platform for submersible pump | |||||
| 1.001 | OD48515/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m
with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down
2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post
on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion
and screening the sides of bund with Seperation memebrane of impermeable plastic sheet
125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails
in full height including tying properly using iron wire and coir altogether and supply and
filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and
lifts including consolidating properly and maintaing the bund till the work is completed and
dismantling the bund after completion of work etc. as per the directions of departmental
officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m
Spacing 0.75m No. of leyers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m
Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m | - | cum | - | - |
| 1.002 | OD49059/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | cum | - | - |
| 1.003 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.004 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 1 | cum | - | - |
| 1.005 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.006 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.007 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | - | metre | - | - |
| 1.008 | OD21795/2025-2026:Coconut pile - - Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing, staging platform and all other appliances necessary for pile driving down after pointing the bottom end. Details of one post of 6m long 15 number per day 6x15=90m , Details for 90m length | - | metre | - | - |
| 1.009 | 60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m | - | each | - | - |
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