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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC | ₹8.0 Cr | L1 | Accepted-AOC first lowest bidder |
| 2 | L2₹9.2 Cr+₹1.1 Cr (14.2%)Rejected-AOC | ₹9.2 Cr+₹1.1 Cr (14.2%) | L2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | K.P.JOY L1 | K S Bigili L2 |
|---|---|---|---|---|---|
| 1.00Appendix-A(Bailing out water,Foundation and Apron) | |||||
| 1.00 | 60.2.5:BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 2,112 | hour | 972.73 ₹20,54,405.76 Lowest | 1,229 ₹25,95,648 |
| 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 | 240 | hour | 432.67 ₹1,03,840.8 Lowest | 552 ₹1,32,480 |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 256 | metre | 1,528.52 ₹3,91,301.12 Lowest | 1,858 ₹4,75,648 |
| 1.00 | 20.2.2:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles | 810 | metre | 3,000 ₹24,30,000 Lowest | 3,231 ₹26,17,110 |
| 1.00 | OD7217/2022-2023:Supplying and fitting 400 mm dia MS Liner of various length with shell thickness 6mm including painting
with 2 coats of red oxide primer, placing the same in position where ever necessary as directed by the
departmental officers at site | 324 | metre | 6,672.66 ₹21,61,941.84 Lowest | 7,831 ₹25,37,244 |
| 1.01 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | 10 | per test | 1,105.19 ₹11,051.9 Lowest | 1,318 ₹13,180 |
| 1.01 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test | 1 | per test | 70,869.5 ₹70,869.5 Lowest | 77,173 ₹77,173 |
| 1.01 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | 445.6 | cum | 10,400 ₹46,34,240 Lowest | 11,649 ₹51,90,794.4 |
| 1.01 | OD30288/2024-2025:Chipping and removing top of RCC piles to lines and levels carefully without any damages to the remaining portion and removal of debris up to a distance of 150 m including all charges as per direction of Engineer in charge. | 6.78 | cum | 2,983.62 ₹20,234.91 Lowest | 3,928 ₹26,639.7 |
Tender Value
₹7.8 Cr
EMD Value
₹2 L
Closing Date
17 Nov 2025, 6:00 pmClosed
SuperIntending Engineer ICC,Thrissur
Office of the SuperIntending Engineer ICC,Thrissur
Thrissur Kole lands-Construction of Sluice at Konthipulam Chira in Thrissur
2025_Irrig_811360_1
IRR/IA/TR/4076/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
545 days
Konthipulam
Pls refer tender documents
8 documents required · 8 mandatory
₹13,010
Yes
₹2 L
Yes
6 Feb 2026
17 Oct 2025
24 Nov 2025
17 Oct 2025
17 Nov 2025
17 Oct 2025
17 Oct 2025 - 17 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-A(Bailing out water,Foundation and Apron) | |||||
| 1.001 | 60.2.5:BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 2,112 | hour | - | - |
| 1.002 | 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 | 240 | hour | - | - |
| 1.003 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 256 | metre | - | - |
| 1.004 | 20.2.2:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles | 810 | metre | - | - |
| 1.005 | OD7217/2022-2023:Supplying and fitting 400 mm dia MS Liner of various length with shell thickness 6mm including painting
with 2 coats of red oxide primer, placing the same in position where ever necessary as directed by the
departmental officers at site | 324 | metre | - | - |
| 1.006 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | 10 | per test | - | - |
| 1.007 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityInitial test | 1 | per test | - | - |
| 1.008 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | 445.6 | cum | - | - |
| 1.009 | OD30288/2024-2025:Chipping and removing top of RCC piles to lines and levels carefully without any damages to the remaining portion and removal of debris up to a distance of 150 m including all charges as per direction of Engineer in charge. | 6.78 | cum | - | - |
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