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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹2.3 L+₹16,054.79 (7.59%)Rejected-Finance | ₹2.3 L+₹16,054.79 (7.59%) | L2 | Rejected-Finance ABOVE |
| Sl No | Description | Qty | Unit | CALICUT AIRPORT LCCS. LTD. L2 | JENEESH P C L1 |
|---|---|---|---|---|---|
| 1.00Land protection works | |||||
| 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 | 12.66 | cum | 236.63 ₹2,995.74 Lowest | 236.63 ₹2,995.74 Lowest |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 11.26 | cum | 330.41 ₹3,720.42 Lowest | 330.41 ₹3,720.42 Lowest |
| 1.00 | OD469546/2025-2026:(Od from DAR 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 48.37 | cum | 4,000 ₹1,93,472 | 3,668.07 ₹1,77,417.21 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 7.05 | sqm | 354.69 ₹2,500.56 Lowest | 354.69 ₹2,500.56 Lowest |
| 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) | 2.21 | cum | 8,483.41 ₹18,773.79 Lowest | 8,483.41 ₹18,773.79 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 59.22 | kilogram | 103.26 ₹6,115.47 Lowest | 103.26 ₹6,115.47 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,288
Closing Date
13 Aug 2026, 3:00 pmClosed
ASSISTANTENGINEER
AE/LIDEW KARUVARAKUNDUGP
Annual Plan-Karuvarakundu GP 2025-26 414/26 Land protection works to arthala sc nagar-Project No414/26
2026_LSGD_864384_18
ET1/27/AE/LIDEW/KKD
Open Tender
Civil Works - Roads
Item Rate
180 days
KARUVARAKUNDU
Please refer Tender documents
9 documents required · 9 mandatory
₹555
₹5,288
20 Sept 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Land protection works | |||||
| 1.001 | 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 | - | - |
| 1.002 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 1.003 | OD469546/2025-2026:(Od from DAR 60.7.1) DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | - | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
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