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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-Finance SMT BHAVANA JOCKIAM ANAPAR D O NEYYATTINKARA TRIVANDRUM | TRIVANDRUM | KERALA | L1 | Accepted-Finance Financially qualified | |
| 2 | L2₹17.0 L+₹1,016.41 (0.06%)Accepted-Finance 24 234 2 NEAR VYDHYUTHI BHAVAN KOTTAPPURAM ROAD PUNKUNNAM THRISSUR KERALA 680002 | THRISSUR | KERALA | 680002 | L2 | Accepted-Finance Financially qualified | |
| 3 | L3₹17.1 L+₹4,067.22 (0.24%)Accepted-Finance | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | S K ELECTRICALS L1 | MERKURY ELECTRICAL CORPORATION L2 | SIVAKUMAR M L L3 |
|---|---|---|---|---|---|---|
| 1.00Civil | ||||||
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 22.4 | cum | 257.63 ₹5,770.91 Lowest | 257.63 ₹5,770.91 Lowest | 257.63 ₹5,770.91 Lowest |
| 1.02 | 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) | 1.6 | cum | 7,932.89 ₹12,692.62 Lowest | 7,932.89 ₹12,692.62 Lowest | 7,932.89 ₹12,692.62 Lowest |
| 1.03 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations,
footings, bases of columns, etc for mass concrete | 58.24 | sqm | 386.16 ₹22,489.96 Lowest | 386.16 ₹22,489.96 Lowest | 386.16 ₹22,489.96 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 levelThermo - Mechanically Treated
bars of grade Fe-500D or more | 447.55 | kg | 112.43 ₹50,318.27 Lowest | 112.43 ₹50,318.27 Lowest | 112.43 ₹50,318.27 Lowest |
| 1.05 | 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) | 8.34 | cum | 10,488.77 ₹87,518.3 Lowest | 10,550.66 ₹88,034.71 | 10,580.7 ₹88,285.36 |
| 1.06 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 15.4 | sqm | 369.76 ₹5,694.3 Lowest | 369.76 ₹5,694.3 Lowest | 369.76 ₹5,694.3 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. | 13.91 | cum | 318.47 ₹4,429.28 Lowest | 318.47 ₹4,429.28 Lowest | 318.47 ₹4,429.28 Lowest |
| 2.00Electrical | ||||||
| 2.01 | OD412920/2025-2026
Supply installation testing and commissioning of Octogaonal Pole made of hot dip
galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base
plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed
head frame including round arm luminary carriage suitable to install 4/6 nos
luminaries in symmetrical arrangement including connector foundation bolt 4 nos
existing RCC foundation and junction box etc, complete 8 Meters | 16 | each | 25,460.94 ₹4,07,375.04 Lowest | 25,460.94 ₹4,07,375.04 Lowest | 25,460.94 ₹4,07,375.04 Lowest |
Tender Value
₹17.0 L
EMD Value
₹50,000
Closing Date
1 Jun 2026, 12:00 pmClosed
UNIT HEAD
UNIT HEAD
Kumily GP-Project No 156/26 - SITC of 8 Mtr Mini mast with 4 x100W LED Flood light at Various Wards in Kumily Grama Panchayath under Annual Plan 2025-26
2026_KEL_851575_1
KEL/KEMG/215A/2025-26
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
2 Jun 2026
18 May 2026
2 Jun 2026
18 May 2026
1 Jun 2026
18 May 2026
18 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil | |||||
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 22.4 | cum | - | - |
| 1.02 | 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) | 1.6 | cum | - | - |
| 1.03 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations,
footings, bases of columns, etc for mass concrete | 58.24 | sqm | - | - |
| 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 levelThermo - Mechanically Treated
bars of grade Fe-500D or more | 447.55 | kg | - | - |
| 1.05 | 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) | 8.34 | cum | - | - |
| 1.06 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 15.4 | sqm | - | - |
| 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. | 13.91 | cum | - | - |
| 2Electrical | |||||
| 2.01 | OD412920/2025-2026
Supply installation testing and commissioning of Octogaonal Pole made of hot dip
galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base
plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed
head frame including round arm luminary carriage suitable to install 4/6 nos
luminaries in symmetrical arrangement including connector foundation bolt 4 nos
existing RCC foundation and junction box etc, complete 8 Meters | 16 | each | - | - |
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