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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.9 LAccepted-AOC | ₹10.9 L | 1 | Accepted-AOC EXECUTED AGREEMENT |
| 2 | 2₹11.0 L+₹9,987.42 (0.92%)Rejected-Finance | ₹11.0 L+₹9,987.42 (0.92%) | 2 | Rejected-Finance SECOND LEAST |
| 3 | 3₹11.2 L+₹37,389.77 (3.44%)Rejected-Finance | ₹11.2 L+₹37,389.77 (3.44%) | 3 | Rejected-Finance HIGHER TENDER |
| 4 | 4₹11.8 L+₹96,235.53 (8.85%)Rejected-Finance | ₹11.8 L+₹96,235.53 (8.85%) | 4 | Rejected-Finance HIGHER TENDER |
| Sl No | Description | Qty | Unit | RAVEENDRAN.K L3 | universal group L4 | K RAMACHANDRAN L2 | NITHIN T L1 |
|---|---|---|---|---|---|---|---|
| 1.00Civil and Plumbing Works | |||||||
| 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 | 25.79 | cum | 318.28 ₹8,207.8 | 310 ₹7,994.28 | 310.53 ₹8,007.95 | 307.43 ₹7,928 Lowest |
| 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) | 3.29 | cum | 7,019.02 ₹23,071.52 | 7,000 ₹23,009 | 6,847.99 ₹22,509.34 | 6,794.65 ₹22,334.01 Lowest |
| 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) | 2.75 | cum | 9,280.46 ₹25,549.11 | 9,000 ₹24,777 | 9,054.33 ₹24,926.57 | 8,983.37 ₹24,731.22 Lowest |
| 1.00 | OD480016/2025-2026: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. (MOD 50.6.7.1 of DAR) | 13.79 | cum | 6,158.23 ₹84,897.36 | 6,000 ₹82,716 | 6,008.17 ₹82,828.63 | 5,961.38 ₹82,183.58 Lowest |
| 1.00 | 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 | 687.28 | kilogram | 99.47 ₹68,364.14 | 98 ₹67,353.83 | 97.05 ₹66,700.91 | 95.44 ₹65,594.38 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 45.26 | sqm | 674.99 ₹30,550.05 | 650 ₹29,419 Lowest | 658.55 ₹29,805.97 | 653.4 ₹29,572.88 |
| 1.01 | 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 | 13.02 | cum | 645.36 ₹8,400.65 | 750 ₹9,762.75 | 629.63 ₹8,195.89 | 624.04 ₹8,123.13 Lowest |
| 1.01 | 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. | 12.89 | cum | 281.78 ₹3,633.27 | 275 ₹3,545.85 | 274.92 ₹3,544.82 | 272.56 ₹3,514.39 Lowest |
| 1.01 | OD480015/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearezt size in cement mortar 1:6 for super structure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR) | 15.09 | cum | 6,938.99 ₹1,04,730.18 | 7,000 ₹1,05,651 | 6,769.91 ₹1,02,178.25 | 6,716.65 ₹1,01,374.4 Lowest |
Tender Value
₹11.9 L
EMD Value
₹29,658
Closing Date
2 Jul 2026, 3:00 pmClosed
Aneesh. k
Assistant engineer LSGD Engineering wing Payyannur municipality
PRO.NO. 95/26 - RENOVATION OF TOILETS AT VARIOUS GOVT. SCHOOL
2026_LSGD_856988_1
AE/LSGD/ETNDR-01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹29,658
Yes
13 Sept 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil and Plumbing Works | |||||
| 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 | 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 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD480016/2025-2026: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. (MOD 50.6.7.1 of DAR) | 1 | cum | - | - |
| 1.005 | 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 | 0.6 | kilogram | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD480015/2025-2026:Laterite neatly dressed stones of size 35x20x20cm or nearezt size in cement mortar 1:6 for super structure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR) | 1 | cum | - | - |
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