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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-Finance 18 398A MUNDAKAYAM MUNDAKKAYAM MUNDAKAYAM KOTTAYAM KERALA 686513 | KOTTAYAM | KERALA | 686513 | L1 | Accepted-Finance Financially qualified | |
| 2 | L2₹6.5 L+₹205.17 (0.03%)Accepted-Finance PALAKKAD | PALAKKAD | KERALA | 678001 | L2 | Accepted-Finance Financially qualified | |
| 3 | L3₹6.5 L+₹334.22 (0.05%)Accepted-Finance 3 PULIKKOTTIL ARCADE PRIVATE LIMITED ROAD NEAR KALAMASSERY EMAKULAM 682021 | EMAKULAM | ERNAKULAM | KERALA | 682021 | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | BINDU VEERAN L2 | KALLOOR ELECTRONICS AND LIGHTING PVT LTD L1 | Lanoviz Security Solutions Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00SITC of 12 Mtr High Mast with 6 X 200W LED Flood lights at Iruttikkanam Junction in Pallivasal Grama Panchayat in Devikkulam Constituency under MLA SDF 2022-23 of Sri. A Raja M.L.A | ||||||
| 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 | 4.9 | cum | 257.63 ₹1,262.64 | 257.03 ₹1,259.7 Lowest | 257.63 ₹1,262.64 |
| 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 | 0.82 | cum | 131.02 ₹107.04 Lowest | 131.02 ₹107.04 Lowest | 131.02 ₹107.04 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) | 0.27 | cum | 7,932.89 ₹2,157.75 | 7,932.19 ₹2,157.56 Lowest | 7,932.89 ₹2,157.75 |
| 1.04 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 8.44 | sqm | 386.16 ₹3,259.19 Lowest | 386.16 ₹3,259.19 Lowest | 386.16 ₹3,259.19 Lowest |
| 1.05 | 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 | 113.33 | kg | 112.43 ₹12,741.69 | 112.43 ₹12,741.69 | 111.43 ₹12,628.36 Lowest |
| 1.06 | 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 | 2.21 | cum | 10,488.77 ₹23,211.65 Lowest | 10,488.77 ₹23,211.65 Lowest | 10,488.77 ₹23,211.65 Lowest |
| 1.07 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 2.24 | sqm | 211.76 ₹474.34 | 209.76 ₹469.86 Lowest | 350.76 ₹785.7 |
| 1.08 | 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. | 2.74 | cum | 318.47 ₹871.33 Lowest | 318.47 ₹871.33 Lowest | 318.47 ₹871.33 Lowest |
| 1.09 | 90.15.2.3
Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two
sections of hot dip galvanised GI sheet 100mm 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 4 nos fixed in existing RCC foundation and junction box etc, complete 12
Meters | 1 | each | 1,99,044.79 ₹1,99,044.79 Lowest | 1,99,044.79 ₹1,99,044.79 Lowest | 1,99,044.79 ₹1,99,044.79 Lowest |
Tender Value
₹6.5 L
EMD Value
₹16,325
Closing Date
10 Jun 2026, 12:30 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 12 m High Mast 6X200W LED at Iruttikkanam Junction and 8 m Mini Mast 6X150W LED at Kunchithanny Federal Bank Junction, Pallivasal GP, Devikulam Constituency, under MLA SDF 2022-23 of Sri A Raja MLA
2026_KEL_853417_1
KEL/ KEMG/15 /2025-26
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,541
₹16,325
Yes
11 Jun 2026
30 May 2026
11 Jun 2026
30 May 2026
10 Jun 2026
30 May 2026
30 May 2026 - 10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SITC of 12 Mtr High Mast with 6 X 200W LED Flood lights at Iruttikkanam Junction in Pallivasal Grama Panchayat in Devikkulam Constituency under MLA SDF 2022-23 of Sri. A Raja M.L.A | |||||
| 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 | 1 | 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 | 1 | 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) | - | cum | - | - |
| 1.04 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.05 | 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 | kg | - | - |
| 1.06 | 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 | - | cum | - | - |
| 1.07 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.08 | 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 | - | - |
| 1.09 | 90.15.2.3
Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two
sections of hot dip galvanised GI sheet 100mm 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 4 nos fixed in existing RCC foundation and junction box etc, complete 12
Meters | - | each | - | - |
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