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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹7.6 L+₹20,213.92 (2.74%)Rejected-AOC KASARAGOD MUNICIPAL CORPORATION KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671121 | ₹7.6 L+₹20,213.92 (2.74%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUBHASH V. P. L1 | AFSAL A A L2 |
|---|---|---|---|---|---|
| 1.00GHSS Mathamangalam | |||||
| 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 | 13.6 | cum | 325.21 ₹4,422.86 Lowest | 335 ₹4,556 |
| 1.00 | OD287647/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 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) | 17.55 | cum | 6,287.47 ₹1,10,319.95 Lowest | 6,400 ₹1,12,294.4 |
| 1.00 | 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. | 8.18 | cum | 287.46 ₹2,351.14 Lowest | 297 ₹2,429.16 |
| 1.00 | OD287739/2025-2026:od1336471/2021_2022 :Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar
1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc.
complete. (Modified 50.6.7.2) | 12.33 | cum | 7,085.02 ₹87,329.96 Lowest | 7,200 ₹88,747.2 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.95 | cum | 7,166.33 ₹13,960.01 Lowest | 7,404 ₹14,422.99 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.3 | sqm | 689.14 ₹9,165.56 Lowest | 712 ₹9,469.6 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 36.35 | sqm | 868.2 ₹31,559.07 Lowest | 897 ₹32,605.95 |
| 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 | 27.2 | metre | 206.16 ₹5,607.55 Lowest | 212 ₹5,766.4 |
| 1.01 | 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) | 0.23 | cum | 9,474.77 ₹2,226.57 Lowest | 9,789 ₹2,300.42 |
Tender Value
₹7.6 L
EMD Value
₹19,065
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-CPNSGHSS Mathamangalam- Construction of New Toilet facilities to Schools under Kannur District Panchayath- General Civil Work(Re-tender)
2026_LSGD_853277_10
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
₹1,685
Yes
₹19,065
Yes
13 Aug 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 Mathamangalam | |||||
| 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 | 1 | cum | - | - |
| 1.002 | OD287647/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 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 | - | - |
| 1.003 | 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. | - | cum | - | - |
| 1.004 | OD287739/2025-2026:od1336471/2021_2022 :Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar
1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc.
complete. (Modified 50.6.7.2) | - | cum | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | - | - |
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