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Tender Value
₹2.5 L
EMD Value
₹6,249
Closing Date
18 Jun 2026, 5:00 pm3d left
UNIT HEAD
KEL EDARIKODE
SITC of 8 Mtr Mini High Mast with 5 Nos 150W Flood Lights near Sivapuram Vembadi Juma Masjid at Maloor Grama Panchayath in Peravoor Block underMPLADS 2025-26 of Sri K Sudhakaran MP
2026_KEL_855542_1
KEL/ KEMG/45/2026-27
Open Tender
Electrical Works
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
Yes
₹6,249
Yes
11 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
11 Jun 2026 - 18 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 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 levelThermo - Mechanically Treated
bars of grade Fe-500D or more | 1 | 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 | - | 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 | 90.15.2.1
Supply installation testing and commissioning of High Mast using Octogaonal Pole
made single/two sections of hot dip galvanised GI sheet 70mm top diameter, 130mm
bottom diameter thickness 3mm base plate dimensions of 200x200x16 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
8 Meters | - | each | - | - |
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