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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹5.4 L+₹71,746.81 (15.5%)Rejected-AOC | ₹5.4 L+₹71,746.81 (15.5%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NARAYANAN KUTTY T L2 | CK Ahamed L1 |
|---|---|---|---|---|---|
| 1.00Maintenance Work | |||||
| 1.00 | OD385689/2025-2026:Dismantling laterite work manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge.In Charge | 3.07 | cum | 2,286.03 ₹7,022.68 | 1,700 ₹5,222.4 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 | 7.72 | cum | 386.1 ₹2,980.31 | 335 ₹2,585.87 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 | 6 | cum | 276.52 ₹1,659.12 | 240 ₹1,440 Lowest |
| 1.00 | OD385690/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 3.23 | cum | 6,325.49 ₹20,406.03 Lowest | 6,400 ₹20,646.4 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.48 | cum | 11,257.95 ₹5,403.82 | 9,500 ₹4,560 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.4 | sqm | 414.47 ₹994.73 | 365 ₹876 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 | 40.8 | kilogram | 120.67 ₹4,923.34 | 105 ₹4,284 Lowest |
| 1.01 | OD385699/2025-2026:Laterite masonry with departmental Laterite stone of size 35*20*20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 2.78 | cum | 3,944.11 ₹10,960.68 | 3,300 ₹9,170.7 Lowest |
| 1.01 | OD385694/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35*20*20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc. (MOD 50.6.7.1 of DAR) | 27.56 | cum | 7,470.42 ₹2,05,884.78 | 6,400 ₹1,76,384 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,640
Closing Date
3 Jul 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
Annual Plan-Annual Plan Kannur DP 2025-26- Pro.No.132/26-KUTTYERI GHSS INFRASTRUCTURE DEVELOPMENT AND MAINTENANCE WORK PARIYAARAM GP 2025-26-General Civil Work(Re-Tender)
2026_LSGD_857233_18
DB/TN/1(4-A)/26-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kannur
Please refer tender do
7 documents required · 7 mandatory
₹1,030
Yes
₹11,640
Yes
13 Aug 2026
23 Jun 2026
4 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance Work | |||||
| 1.001 | OD385689/2025-2026:Dismantling laterite work manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge.In Charge | - | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD385690/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | - | cum | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD385699/2025-2026:Laterite masonry with departmental Laterite stone of size 35*20*20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 1 | cum | - | - |
| 1.009 | OD385694/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35*20*20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials labour charges etc. (MOD 50.6.7.1 of DAR) | 1 | cum | - | - |
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