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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | ₹29.6 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹30.0 LRejected-AOC | ₹30.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹30.3 LRejected-AOC KASARAGOD MUNICIPAL CORPORATION KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671121 | ₹30.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹31.2 LRejected-AOC | ₹31.2 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | AFSAL A A L3 | NARAYANAN KUTTY T L4 | AVM Builders and Developers L1 | NASIR K A L2 |
|---|---|---|---|---|---|---|---|
| 1.00Compound wall@ new school building (Thondanoor) | |||||||
| 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 | 19.32 | cum | 215 ₹4,153.8 | 221.21 ₹4,273.78 | 210.15 ₹4,060.1 | 212.7 ₹4,109.36 |
| 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 | 255 | sqm | 15 ₹3,825 | 15.61 ₹3,980.55 | 14.83 ₹3,781.65 | 15.01 ₹3,827.55 |
| 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 | 165.83 | cum | 300 ₹49,747.8 | 308.88 ₹51,220.33 | 293.44 ₹48,659.98 | 297 ₹49,250.32 |
| 1.00 | OD409350/2025-2026:DRY RUBBLE MASONRY-Random rubble masonry with hard stone, including Through/Bond stone in Foundation and super structure including packing to compactness to line and levels, cost and convenience of all materials labour charges etc. complete as per drawing and relevent technical specifications | 429.21 | cum | 5,167 ₹22,17,733.24 | 5,322.66 ₹22,84,544.22 | 5,056.5 ₹21,70,305.42 | 5,140.41 ₹22,06,320.52 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 75 | sqm | 322 ₹24,150 | 331.58 ₹24,868.5 | 315 ₹23,625 | 318.81 ₹23,910.75 |
| 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 | 843.75 | kilogram | 93.8 ₹79,143.75 | 96.54 ₹81,455.63 | 91.71 ₹77,380.31 | 92.79 ₹78,291.56 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 18.75 | cum | 8,305 ₹1,55,718.75 | 8,555.7 ₹1,60,419.38 | 8,127.91 ₹1,52,398.31 | 8,226.43 ₹1,54,245.56 |
| 2.00Compound wall@Old school building (Near N H -66) | |||||||
| 2.00 | 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 | 18.74 | cum | 215 ₹4,029.75 | 221.21 ₹4,146.14 | 210.15 ₹3,938.84 | 212.7 ₹3,986.64 |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
2 Feb 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur DP
Annual Plan-Kannur DP Pro. No. 81/26- PARIYAARAM K K N S GHSS COMPOUNDWALL CONSTRUCTION INFRASTRUCTURE DEVELOPMENT AND SCHOOL MAINTENANCE WORK IN PARIYAARAM GP General Civil Work
2026_LSGD_830273_10
DB/TN/4(4-B)/25-26
Open Tender
Civil Works - Buildings
240 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Mar 2026
23 Jan 2026
4 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
Compound wall@ new school building (Thondanoor)
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
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
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
OD409350/2025-2026:DRY RUBBLE MASONRY-Random rubble masonry with hard stone, including Through/Bond stone in Foundation and super structure including packing to compactness to line and levels, cost and convenience of all materials labour charges etc. complete as per drawing and relevent technical specifications
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Compound wall@Old school building (Near N H -66)
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
OD340036/2025-2026: Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
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