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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹10.8 L+₹446.19 (0.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.0 L+₹21,680.83 (2.01%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹11.1 L+₹27,740.87 (2.57%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Shaji C P L2 | Remesh Babu K L1 | THEKKUMBADAN SHAIJESH L4 | REMISHA M L3 |
|---|---|---|---|---|---|---|---|
| 1.00GHSS Kottayam malabar Toilet block | |||||||
| 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 | 18.45 | cum | 327.35 ₹6,038.95 | 327.21 ₹6,036.37 | 315.74 ₹5,824.77 Lowest | 332 ₹6,124.74 |
| 1.00 | OD231430/2025-2026:Laterate masonry with neatly dressed l aterate stone of size 35x20x20 cm or nearest size in cm 1:6 for foundation and basement including cost and conveyance of all materials and labour charges etc.complete (Modified 50.6.7.1 of DAR with additional labour for Dressing and filling) | 25.06 | cum | 6,333.62 ₹1,58,745.85 | 6,331.02 ₹1,58,680.69 Lowest | 6,496.02 ₹1,62,816.25 | 6,490 ₹1,62,665.36 |
| 1.00 | OD231429/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cm 1:6 for super structure including cost and conveyance of all materials and labour charges etc. complete (Modified 50.6.7.2 of DAR with additional labour for Dressing and filling) | 7.48 | cum | 7,136.62 ₹53,367.64 | 7,133.69 ₹53,345.73 Lowest | 7,319.61 ₹54,736.04 | 7,315 ₹54,701.57 |
| 1.00 | 13.17:6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | 9.11 | sqm | 381.36 ₹3,474.19 | 381.21 ₹3,472.82 Lowest | 391.14 ₹3,563.29 | 385 ₹3,507.35 |
| 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) | 0.17 | cum | 9,544.78 ₹1,651.25 | 9,540.87 ₹1,650.57 Lowest | 9,789.52 ₹1,693.59 | 9,780 ₹1,691.94 |
| 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 | 0.58 | sqm | 351.4 ₹202.41 | 351.26 ₹202.33 Lowest | 360.41 ₹207.6 | 355 ₹204.48 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 23.62 | sqm | 694.22 ₹16,397.48 | 693.93 ₹16,390.63 Lowest | 712.02 ₹16,817.91 | 700 ₹16,534 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 51.98 | sqm | 874.73 ₹45,469.34 | 874.37 ₹45,450.63 Lowest | 897.16 ₹46,635.27 | 887 ₹46,107.15 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 32.4 | metre | 207.6 ₹6,726.24 | 207.51 ₹6,723.32 Lowest | 212.92 ₹6,898.61 | 212 ₹6,868.8 |
Tender Value
₹11.1 L
EMD Value
₹27,663
Closing Date
9 Jun 2026, 6:00 pmClosed
Executive Engineer
LSGD (LID and EW) Division Kannur District Panchayat
Annual Plan-Kannur DP Annual Plan Proj. No. 279/2025-26-GHSS Kottayam Malabar- Construction of New Toilet facilities to Schools under Kannur District Panchayath- General Civil Work(Re-tender)
2026_LSGD_853277_11
DB/TN/1(1-A)/26-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kannur
Please refer tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,663
Yes
16 Jul 2026
29 May 2026
11 Jun 2026
29 May 2026
9 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GHSS Kottayam malabar Toilet block | |||||
| 1.001 | 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 | - | - |
| 1.002 | OD231430/2025-2026:Laterate masonry with neatly dressed l aterate stone of size 35x20x20 cm or nearest size in cm 1:6 for foundation and basement including cost and conveyance of all materials and labour charges etc.complete (Modified 50.6.7.1 of DAR with additional labour for Dressing and filling) | - | cum | - | - |
| 1.003 | OD231429/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cm 1:6 for super structure including cost and conveyance of all materials and labour charges etc. complete (Modified 50.6.7.2 of DAR with additional labour for Dressing and filling) | 1 | cum | - | - |
| 1.004 | 13.17:6 mm cement plaster 1:3 ( 1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | 1 | sqm | - | - |
| 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 | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.009 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | - | - |
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