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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance KAKKADAMPOYIL NILAMBUR MALAPPURAM 673604 | MALAPPURAM | MALAPPURAM | KERALA | 673604 | ₹1.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.6 LSame as L1Accepted-Finance 24 234 2 NEAR VYDHYUTHI BHAVAN KOTTAPPURAM ROAD PUNKUNNAM THRISSUR KERALA 680002 | THRISSUR | KERALA | 680002 | ₹1.6 LSame as L1 | L2 | Accepted-Finance L2 |
| 3 | L3₹1.6 L+₹1,626.89 (1.01%)Accepted-Finance 8 NO 14 5 RAMNATH COMPLEX OPP WEAVERS COLONY PALAPPURAM PO OTTAPALAM VIA PALAKKAD DIST KERALA 679 103 | OTTAPALAM | PALAKKAD | KERALA | 679103 | ₹1.6 L+₹1,626.89 (1.01%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | MERKURY ELECTRICAL CORPORATION L2 | ALLUMINA ELECTRONICS L1 | PHOENIX ENERGY SYSTEMS L3 |
|---|---|---|---|---|---|---|
| 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 | 1.4 | cum | 240.45 ₹336.63 Lowest | 240.45 ₹336.63 Lowest | 240.45 ₹336.63 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 : 8 graded stone aggregate 40 nominal size) | 0.1 | cum | 7,404.03 ₹740.4 Lowest | 7,404.03 ₹740.4 Lowest | 7,404.03 ₹740.4 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 | 3.64 | sqm | 360.41 ₹1,311.89 Lowest | 360.41 ₹1,311.89 Lowest | 360.41 ₹1,311.89 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 | 27.97 | kg | 104.93 ₹2,935.1 Lowest | 104.93 ₹2,935.1 Lowest | 104.93 ₹2,935.1 Lowest |
| 1.05 | 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 derived from natural sources) | 0.54 | cum | 9,299.67 ₹5,049.72 Lowest | 9,299.67 ₹5,049.72 Lowest | 9,299.67 ₹5,049.72 Lowest |
| 1.06 | 13.1.1
12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) | 0.96 | sqm | 345.11 ₹332.34 Lowest | 345.11 ₹332.34 Lowest | 345.11 ₹332.34 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 | 0.87 | cum | 297.24 ₹258.3 Lowest | 297.24 ₹258.3 Lowest | 297.24 ₹258.3 Lowest |
| 2.00Electrical Work | ||||||
| 2.01 | 90.15.1.1
Supply, installation, testing and commissioning of Octagonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter, thickness 3 mm, base plate dimensions of 200 x 200 x 16 mm, suitable for windspeed as per IS 875 Part III, fixed head frame including round arm luminary carriage suitable to install 4/6 luminaries in symmetrical arrangement including connector, foundation bolt 4 nos, existing RCC foundation and junction box etc., complete. 8 Meters height | 1 | each | 29,971.58 ₹29,971.58 Lowest | 29,971.58 ₹29,971.58 Lowest | 29,971.58 ₹29,971.58 Lowest |
Tender Value
₹1.6 L
EMD Value
₹4,033
Closing Date
8 Sept 2026, 1:00 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 8metre minimast with 5 no of 150W LED flood lights at Chendayad Priyadarshini Stadium (front side )ward 02 in Kunnothuparamba Grama Panchayath under MPLADS 2024-25 of Sri Shafi Parambil MP
2026_KEL_866819_1
KEL/ KEMG/110/2026-27
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
₹4,033
Yes
17 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
8 Sept 2026
29 Aug 2026
29 Aug 2026 - 8 Sept 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 | 1 | 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 : 8 graded stone aggregate 40 nominal size) | 1 | 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 | - | 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 level. Thermo-Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.05 | 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 derived from natural sources) | - | cum | - | - |
| 1.06 | 13.1.1
12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand) | - | 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 | - | cum | - | - |
| 2Electrical Work | |||||
| 2.01 | 90.15.1.1
Supply, installation, testing and commissioning of Octagonal Pole made of hot dip galvanised GI sheet 70 mm top diameter, 130 mm bottom diameter, thickness 3 mm, base plate dimensions of 200 x 200 x 16 mm, suitable for windspeed as per IS 875 Part III, fixed head frame including round arm luminary carriage suitable to install 4/6 luminaries in symmetrical arrangement including connector, foundation bolt 4 nos, existing RCC foundation and junction box etc., complete. 8 Meters height | - | each | - | - |
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