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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance 3 PULIKKOTTIL ARCADE PRIVATE LIMITED ROAD NEAR KALAMASSERY EMAKULAM 682021 | EMAKULAM | ERNAKULAM | KERALA | 682021 | ₹1.6 L | L1 | Accepted-Finance Financially qualified |
| 2 | L2₹1.6 LAccepted-Finance 18 398 MUNDAKAYAM MUNDAKKAYAM 964 IDUKKI KERALA 686513 | KOTTAYAM | KERALA | 686513 | ₹1.6 L | L2 | Accepted-Finance Financially qualified |
| 3 | L3₹1.6 LAccepted-Finance PALAKKAD | PALAKKAD | KERALA | 678001 | ₹1.6 L | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | BINDU VEERAN L3 | KALLOOR ELECTRONICS AND LIGHTING PVT LTD L2 | Lanoviz Security Solutions Private Limited L1 |
|---|---|---|---|---|---|---|
| 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 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 | 1.4 | cum | 257.63 ₹360.68 | 257.63 ₹360.68 | 257.63 ₹360.68 |
| 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) | 0.1 | cum | 7,932.89 ₹793.29 | 7,932.89 ₹793.29 | 7,932.89 ₹793.29 |
| 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 | 386.16 ₹1,405.62 | 386.16 ₹1,405.62 | 386.16 ₹1,405.62 |
| 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 | 27.97 | kg | 112.43 ₹3,144.89 | 112.43 ₹3,144.89 | 112.43 ₹3,144.89 |
| 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) | 0.52 | cum | 10,488.77 ₹5,475.14 | 10,488.77 ₹5,475.14 | 10,488.77 ₹5,475.14 |
| 1.06 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.96 | sqm | 369.76 ₹356.08 | 369.76 ₹356.08 | 369.76 ₹356.08 |
| 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 | 318.47 ₹276.75 | 318.47 ₹276.75 | 318.47 ₹276.75 |
| 2.00Electrical Work | ||||||
| 2.01 | 90.15.1.1
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 | 1 | each | 30,113.07 ₹30,113.07 | 30,113.07 ₹30,113.07 | 30,113.07 ₹30,113.07 |
Tender Value
₹1.6 L
EMD Value
₹4,078
Closing Date
15 Jun 2026, 10:30 amClosed
UNIT HEAD
KEL EDARIKODE
SITC Of 8 meter minimast with 4 Nos of 150W Led Flood Lights in Central Juma Masjid Pallithazham,ward 5, Mulavoor Northin Paipra GP, Muvattupuzha Block under MPLADS 2024-25 Scheme proposed by Adv Haris Beeran MP (Rajya Sabha)
2026_KEL_854753_1
KEL/ KEMG/37 /2025-26
Open Tender
Electrical Works
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
₹4,078
Yes
17 Jun 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
15 Jun 2026
8 Jun 2026
8 Jun 2026 - 15 Jun 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 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 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 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 levelThermo - Mechanically Treated
bars of grade Fe-500D or more | - | 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) | - | 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 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 | - | each | - | - |
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