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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.9 LAccepted-AOC | 1 | Accepted-AOC executed agreement | |
| 2 | 2₹12.7 L+₹82,666.13 (6.96%)Rejected-Finance | 2 | Rejected-Finance second least |
| Sl No | Description | Qty | Unit | K RAMACHANDRAN L1 | KCN CONSTRUCTION LLP L2 |
|---|---|---|---|---|---|
| 1.00Cremetorium | |||||
| 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 | 225 | sqm | 15.87 ₹3,570.75 Lowest | 16.97 ₹3,818.25 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 28.85 | cum | 451.87 ₹13,036.9 Lowest | 483.34 ₹13,944.84 |
| 1.00 | OD365692/2025-2026: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. (MOD 50.6.7.1 of DAR) | 70.05 | cum | 6,073.13 ₹4,25,440.98 Lowest | 6,496.02 ₹4,55,065.69 |
| 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. | 7.59 | cum | 277.89 ₹2,109.46 Lowest | 297.24 ₹2,256.35 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 4.36 | cum | 636.44 ₹2,772.33 Lowest | 680.76 ₹2,965.39 |
| 1.01 | 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) | 4.62 | cum | 6,922.03 ₹32,000.54 Lowest | 7,404.03 ₹34,228.83 |
| 1.01 | 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) | 0.86 | cum | 8,059.06 ₹6,914.67 Lowest | 8,620.24 ₹7,396.17 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.6 | sqm | 336.95 ₹1,886.92 Lowest | 360.41 ₹2,018.3 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 555.24 | kg | 201.51 ₹1,11,886.61 Lowest | 215.54 ₹1,19,676.65 |
Tender Value
₹12.7 L
EMD Value
₹31,745
Closing Date
17 Mar 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Pro. No. 119/26-Construction of Stove and Compound wall at Kanayi Mukkood Crematorium
2026_LSGD_845361_6
AE/LSGD/ETNDR-08/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,745
Yes
11 Jul 2026
9 Mar 2026
19 Mar 2026
9 Mar 2026
17 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Cremetorium | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1 | cum | - | - |
| 1.003 | OD365692/2025-2026: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. (MOD 50.6.7.1 of DAR) | 0.2 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.009 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 0.4 | kg | - | - |
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