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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | ₹3.9 Cr | L1 | Accepted-AOC L1 - LOWEST TENDER |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | FINS Engineers and Contractors (P) Ltd L1 | Velayudhan M L3 | Ceeyech Construction Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.00OFFICE BUILDING | ||||||
| 1.00 | OD57170/2025-2026:Engaging Hydraulic excavator for removing rubbish and waste from site. | 39 | hour | 1,400 ₹54,600 | 1,360 ₹53,040 | 1,319.79 ₹51,471.81 Lowest |
| 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 | 174.56 | cum | 200 ₹34,912.8 Lowest | 237 ₹41,371.67 | 231.61 ₹40,430.77 |
| 1.00 | OD139271/2025-2026:Item modIfied 20.1.3 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):500 mm dia piles | 90 | metre | 4,550 ₹4,09,500 | 4,160 ₹3,74,400 | 4,069.91 ₹3,66,291.9 Lowest |
| 1.00 | OD21896/2025-2026:Item modified 20.1.4 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):600 mm dia piles | 540 | metre | 5,650 ₹30,51,000 | 5,200 ₹28,08,000 | 5,080.2 ₹27,43,308 Lowest |
| 1.00 | OD21897/2025-2026:Item modified 20.1.5 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):700 mm dia piles | 1,260 | metre | 6,900 ₹86,94,000 | 6,400 ₹80,64,000 | 6,206.76 ₹78,20,517.6 Lowest |
| 1.01 | OD21895/2025-2026:Item modified 20.1.5 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):800 mm dia piles | 840 | metre | 9,200 ₹77,28,000 | 8,500 ₹71,40,000 | 8,276.21 ₹69,52,016.4 Lowest |
| 1.01 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method 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 (Test Load 2.5 times the Safe capacity) | 2 | per test | 45,000 ₹90,000 Lowest | 67,000 ₹1,34,000 | 64,858.2 ₹1,29,716.4 |
| 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. | 91 | per test | 950 ₹86,450 Lowest | 1,135 ₹1,03,285 | 1,107.68 ₹1,00,798.88 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 161.32 | cum | 165 ₹26,617.14 Lowest | 290 ₹46,781.64 | 286.3 ₹46,184.77 |
Tender Value
₹4.7 Cr
EMD Value
₹1 L
Closing Date
12 Feb 2026, 3:00 pmClosed
The Executive Engineer
The Executive Engineer LSGD Division Thrissur
Road work
2026_LSGD_831885_2
TN-20/25-26
Open Tender
Civil Works - Buildings
Item Rate
730 days
Thrissur
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,270
Yes
₹1 L
Yes
3 Jun 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
12 Feb 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1OFFICE BUILDING | |||||
| 1.001 | OD57170/2025-2026:Engaging Hydraulic excavator for removing rubbish and waste from site. | 39 | hour | - | - |
| 1.002 | 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 | 174.56 | cum | - | - |
| 1.003 | OD139271/2025-2026:Item modIfied 20.1.3 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):500 mm dia piles | 90 | metre | - | - |
| 1.004 | OD21896/2025-2026:Item modified 20.1.4 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):600 mm dia piles | 540 | metre | - | - |
| 1.005 | OD21897/2025-2026:Item modified 20.1.5 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):700 mm dia piles | 1,260 | metre | - | - |
| 1.006 | OD21895/2025-2026:Item modified 20.1.5 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):800 mm dia piles | 840 | metre | - | - |
| 1.007 | 20.6.2.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method 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 (Test Load 2.5 times the Safe capacity) | 2 | per test | - | - |
| 1.008 | 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. | 91 | per test | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 161.32 | cum | - | - |
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