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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 LAccepted-AOC PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | ₹4.0 L | 1 | Accepted-AOC executed agreement |
| 2 | 2₹4.2 L+₹24,025.93 (6.04%)Rejected-Finance | ₹4.2 L+₹24,025.93 (6.04%) | 2 | Rejected-Finance second least |
| Sl No | Description | Qty | Unit | universal group L2 | THAMPAN.PV L1 |
|---|---|---|---|---|---|
| 1.00Earth filling | |||||
| 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 | 7.23 | cum | 315 ₹2,276.19 Lowest | 315.26 ₹2,278.07 |
| 1.00 | OD516417/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. (Modification of DAR 50.6.7.1) | 27.92 | cum | 5,900 ₹1,64,722.1 | 5,739.85 ₹1,60,250.87 Lowest |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 182.34 | cum | 550 ₹1,00,288.65 | 390.61 ₹71,225 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 158.74 | sqm | 340 ₹53,971.6 | 324.06 ₹51,441.28 Lowest |
| 1.00 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 158.74 | sqm | 68 ₹10,794.32 Lowest | 70.86 ₹11,248.32 |
| 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) | 0.29 | cum | 7,000 ₹2,016 | 6,952.38 ₹2,002.29 Lowest |
| 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) | 1.49 | cum | 9,000 ₹13,419 Lowest | 9,192.36 ₹13,705.81 |
| 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 | 10.32 | sqm | 350 ₹3,612 | 338.42 ₹3,492.49 Lowest |
| 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 | 164.01 | kilogram | 96 ₹15,744.96 Lowest | 132.33 ₹21,703.44 |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
2 Jul 2026, 3:00 pmClosed
Aneesh K
Assistant engineer, LSGD Engineering wing, Payyannur municipality
Project No.83/25-26-Earth filling for sides of Kandagali Cultural center
2026_LSGD_856988_8
AE/LSGD/ETNDR-01/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Payyannur Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,589
Yes
1 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 |
|---|---|---|---|---|---|
| 1Earth filling | |||||
| 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 | OD516417/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. (Modification of DAR 50.6.7.1) | - | cum | - | - |
| 1.003 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 0.2 | cum | - | - |
| 1.004 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.005 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | - | sqm | - | - |
| 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 | 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 | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | 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 | 1 | kilogram | - | - |
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