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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical KOTHENALLOOR KAKKADA P O THIRUVANANTHAPURAM 695505 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695505 | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical 18 398A MUNDAKAYAM MUNDAKKAYAM MUNDAKAYAM KOTTAYAM KERALA 686513 | KOTTAYAM | KERALA | 686513 | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical 24 234 2 NEAR VYDHYUTHI BHAVAN KOTTAPPURAM ROAD PUNKUNNAM THRISSUR KERALA 680002 | THRISSUR | KERALA | 680002 | Accepted-Technical Technically Qualified |
Tender Value
₹61.7 L
EMD Value
₹50,000
Closing Date
29 Jun 2026, 4:00 pmClosed
Assistant Manager (PED)
STEEL INDUSTRIALS KERALA LTD.ATHANI P.O, THRISSUR- 680 581
SITC of 31 nos. of 8 Mtr Motorised Mast Systems with 4 x 150W LED Flood Lights at various locations in Adoor LAC, Pathanamthitta District under MLA-ADS 2025-2026 of Sri. Chittayam Gopakumar MLA
2026_SILK_855678_2
SILK/PED/S-388/2026-27/470
Open Tender
Miscellaneous Works
Item Rate
180 days
Adoor
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
20 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
22 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS | |||||
| 1.001 | 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 | 0.4 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | kilogram | - | - |
| 1.005 | 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) | 1 | cum | - | - |
| 1.006 | 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. | 45.83 | cum | - | - |
| 1.007 | OD383712/2025-2026 Fabrication, supply, conveyance & installation of Granite name board indicating the cost involved, the commencement, completion and inauguration date etc | - | sqm | - | - |
| 2ELECTRICAL WORKS | |||||
| 2.001 | 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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