Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance AFBA COMPLEX 17 577 E F PUTHIYARA ROAD CALICUT 673004 KERALA | CALICUT | KOZHIKODE | KERALA | 673004 | ₹1.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.2 L+₹1,607.37 (1.39%)Accepted-Finance | ₹1.2 L+₹1,607.37 (1.39%) | L2 | Accepted-Finance L2 |
| 3 | L3₹1.2 L+₹2,654.28 (2.29%)Accepted-Finance 24 234 2 NEAR VYDHYUTHI BHAVAN KOTTAPPURAM ROAD PUNKUNNAM THRISSUR KERALA 680002 | THRISSUR | KERALA | 680002 | ₹1.2 L+₹2,654.28 (2.29%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | MICROTECHNOLOGIES L1 | MERKURY ELECTRICAL CORPORATION L3 | SANTHOSH ENGINEERING WORKS L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL | ||||||
| 1.00 | 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 | 236.63 ₹331.28 Lowest | 260 ₹364 | 250 ₹350 |
| 1.00 | 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 | 7,286.51 ₹728.65 Lowest | 7,320 ₹732 | 7,300 ₹730 |
| 1.00 | 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 | 354.69 ₹1,291.07 Lowest | 390 ₹1,419.6 | 370 ₹1,346.8 |
| 1.00 | 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 | kilogram | 103.26 ₹2,888.39 Lowest | 130 ₹3,636.36 | 120 ₹3,356.64 |
| 1.00 | 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 | 9,634.13 ₹5,029.02 Lowest | 9,670 ₹5,047.74 | 9,650 ₹5,037.3 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.96 | sqm | 339.63 ₹327.06 Lowest | 370 ₹356.31 | 350 ₹337.05 |
| 1.01 | 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 | 292.52 ₹254.2 Lowest | 320 ₹278.08 | 310 ₹269.39 |
| 2.00Electrical | ||||||
| 2.00 | 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 | 29,940.25 ₹29,940.25 Lowest | 29,970 ₹29,970 | 29,960 ₹29,960 |
Tender Value
₹1.2 L
EMD Value
₹2,893
Closing Date
22 Sept 2026, 3:15 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 8 Meter Minimast light with 4 Nos of 100 Watts LED Flood Light near Pannoor Mahallu Masjid, Pannoor Ozhalakunnu Road , ward-15, Kizhakkoth GP,Koduvally Block Block Panchayath under MPLADS 2025-26 of Sri. MK Ragavan MP
2026_KEL_870105_1
KEL/ KEMG/129/2026-27
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹590
₹2,893
Yes
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
15 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL | |||||
| 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 | 1.4 | 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) | 0.1 | 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 | 3.64 | 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 | 27.97 | 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) | 0.52 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.96 | sqm | - | - |
| 1.007 | 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 | - | - |
| 2Electrical | |||||
| 2.001 | 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 | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.75 MB
Tendernotice_2.pdf
PDF • 4.30 MB
BOQ_1474232.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .