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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-Finance | ₹1.6 L | L1 | Accepted-Finance Financially qualified |
| 2 | L2₹1.7 LAccepted-Finance | ₹1.7 L | L2 | Accepted-Finance Financially qualified |
| 3 | L3₹1.9 LAccepted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | ₹1.9 L | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | SP BUISINESS ASSOCIATES L1 | RAFEEQUE V.P. L3 | EC ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 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 | 236.63 ₹331.28 | 236.63 ₹331.28 | 236.63 ₹331.28 |
| 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 | 7,286.51 ₹728.65 | 7,286.51 ₹728.65 | 7,286.51 ₹728.65 |
| 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 | 354.69 ₹1,291.07 | 1,354.69 ₹4,931.07 | 1,354.69 ₹4,931.07 |
| 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 | 27.38 | kg | 103.26 ₹2,827.57 | 1,103.26 ₹30,210.57 | 103.26 ₹2,827.57 |
| 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 | 9,634.13 ₹5,029.02 | 9,634.13 ₹5,029.02 | 9,634.13 ₹5,029.02 |
| 1.06 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.96 | sqm | 339.63 ₹327.06 | 339.63 ₹327.06 | 339.63 ₹327.06 |
| 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 | 292.52 ₹254.2 | 292.52 ₹254.2 | 292.52 ₹254.2 |
| 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 | 29,940.25 ₹29,940.25 | 29,940.25 ₹29,940.25 | 29,940.25 ₹29,940.25 |
Tender Value
₹1.6 L
EMD Value
₹4,051
Closing Date
23 Jun 2026, 12:30 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 8 Mtr Mini mast with 5 nos of 150W LED Flood Lights at Thayyilpadi-Andikadu MSP road junction Ward No 39 in Malappuaram Municipality under MPLADS 2025-26 of Sri PV Abdul Wahab MP
2026_KEL_856050_1
KEL/ KEMG/50/2026-27
Open Tender
Electrical Works
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
₹4,051
Yes
24 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
16 Jun 2026 - 23 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 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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