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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.1 LAccepted-Finance 2 512 PARLI P V ORGANIC FERTILIZERS THENUR VILLAGE TOWN THENUR CITY PALAKKAD PALAKKAD KERALA 678612 INDIA | PALAKKAD | KERALA | 678612 | ₹7.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹7.1 L+₹4,382.08 (0.62%)Accepted-Finance 1044 G1 COMPLEX NEAR KOYILANDY KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | 673602 | ₹7.1 L+₹4,382.08 (0.62%) | 2 | Accepted-Finance L2 |
| 3 | 3₹7.2 L+₹8,327.63 (1.18%)Accepted-Finance 1696 VICTORY BUILDING KADAMPAZHIPPURAM PALAKKAD 678633 | PALAKKAD | PALAKKAD | KERALA | 678633 | ₹7.2 L+₹8,327.63 (1.18%) | 3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | P V ORGANIC FERTILIZERS, PALAKKAD L1 | ADVAITH ASSOCIATES L3 | Metrisei Industrial Solutions LLP L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Work | ||||||
| 1.01 | 2.6.1 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.All kinds of soil | 6.62 | cum | 212.7 ₹1,407.01 Lowest | 212.7 ₹1,407.01 Lowest | 212.7 ₹1,407.01 Lowest |
| 1.02 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2.21 | cum | 105.71 ₹233.09 Lowest | 105.71 ₹233.09 Lowest | 105.71 ₹233.09 Lowest |
| 1.03 | 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 : 8 graded stone aggregate 40 nominal size) | 0.4 | cum | 6,772.67 ₹2,709.07 Lowest | 6,772.67 ₹2,709.07 Lowest | 6,772.67 ₹2,709.07 Lowest |
| 1.04 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | 124.9 | kilogram | 97.69 ₹12,201.48 Lowest | 97.69 ₹12,201.48 Lowest | 97.69 ₹12,201.48 Lowest |
| 1.05 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 8.96 | sqm | 333.24 ₹2,986.16 Lowest | 333.24 ₹2,986.16 Lowest | 333.24 ₹2,986.16 Lowest |
| 1.06 | 5.1.3 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.75 | cum | 8,535.27 ₹23,497.6 Lowest | 8,535.27 ₹23,497.6 Lowest | 8,535.27 ₹23,497.6 Lowest |
| 1.07 | 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. | 5.67 | cum | 256.97 ₹1,456.51 Lowest | 256.97 ₹1,456.51 Lowest | 256.97 ₹1,456.51 Lowest |
| 2.00Electrical Work | ||||||
| 2.01 | 90.15.2.4 Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 150mm top diameter, 360mm bottom diameter thickness 3mm mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 6 nos fixed in existing RCC foundation and junction box etc, complete 16 Meters | 1 | each | 2,24,283.66 ₹2,24,283.66 Lowest | 2,24,283.66 ₹2,24,283.66 Lowest | 2,24,283.66 ₹2,24,283.66 Lowest |
Tender Value
Refer Docs
EMD Value
₹20,893
Closing Date
16 Jul 2026, 4:00 pmClosed
UNIT HEAD
KEL,EDARIKODE
SITC of 16 mtr high mast With 15 nos of 200W LED Flood Light infront of Malambuzha Garden in Malambuzha GP in Malambuzha LAC under MLA-SDF 2023-24.
2026_KEL_859914_1
KEL/ KEMG/65/2026-27
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,671
₹20,893
Yes
11 Aug 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
16 Jul 2026
9 Jul 2026
9 Jul 2026 - 16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | 2.6.1 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.All kinds of soil | 6.62 | cum | - | - |
| 1.02 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2.21 | cum | - | - |
| 1.03 | 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 : 8 graded stone aggregate 40 nominal size) | 0.4 | cum | - | - |
| 1.04 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more | 124.9 | kilogram | - | - |
| 1.05 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 8.96 | sqm | - | - |
| 1.06 | 5.1.3 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.75 | cum | - | - |
| 1.07 | 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. | 5.67 | cum | - | - |
| 2Electrical Work | |||||
| 2.01 | 90.15.2.4 Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 150mm top diameter, 360mm bottom diameter thickness 3mm mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 6 nos fixed in existing RCC foundation and junction box etc, complete 16 Meters | 1 | each | - | - |
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