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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC | ₹23.0 L Quoted ₹27.1 L | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹31.8 LRejected-AOC | ₹31.8 L | L2 | Rejected-AOC L2 rejected |
| Sl No | Description | Qty | Unit | SHAJAHAN E L1 | Anthyalankavu Engineering & Labour Contract Society Ltd No 321 L2 |
|---|---|---|---|---|---|
| 1.00Appendix-1 Canal maintenance from ch.4900-5530m | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 900 | sqm | 21.82 ₹19,638 | 21.82 ₹19,638 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 50 | hour | 546.99 ₹27,349.50 | 546.99 ₹27,349.50 |
| 1.00 | 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 | 330 | cum | 309.15 ₹1.0 L | 309.15 ₹1.0 L |
| 1.00 | 26.28.3:Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge25 mm average thickness | 2,012.82 | sqm | 157.42 ₹3.2 L | 165 ₹3.3 L |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 51.82 | cum | 11,083.16 ₹5.7 L | 15,000 ₹7.8 L |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 2,030 | sqm | 412.54 ₹8.4 L | 420 ₹8.5 L |
| 2.00Appendix 2. Rising of canal side wall in between ch.4900 m to 5530 m | |||||
| 2.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 420 | sqm | 21.82 ₹9,164.40 | 21.82 ₹9,164.40 |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 360.24 | sqm | 463.39 ₹1.7 L | 500 ₹1.8 L |
Tender Value
₹22.6 L
EMD Value
₹50,000
Closing Date
21 Aug 2025, 6:00 pmClosed
Executive Engineer
Executive EngineerKIPLB DIVISION NO5
GENERAL KIP RB SN 4126 KARUNAGAPPALLY 2024 25 KULASEKHARAPURAM DISTRIBUTORY OF KIP CANAL AT CH4900M TO NH PULIYINKULANARA Maintenance of canal between ch 4900 m and 5530m Balance work General Civil Work
2025_Irrig_779827_2
IRR/PII/TR/5111/2024_5_1_1/1
Open Tender
Civil Works - Others
KULASEKHARAPURAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
12 Feb 2026
11 Aug 2025
23 Aug 2025
11 Aug 2025
21 Aug 2025
11 Aug 2025
11 Aug 2025 - 21 Aug 2025
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