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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L1 | Accepted-Finance Financially qualified | |
| 2 | L2₹4.3 L+₹21,216.22 (5.23%)Accepted-Finance | L2 | Accepted-Finance Financially qualified | |
| 3 | L3₹4.4 L+₹31,775.66 (7.84%)Accepted-Finance | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | RAFEEQUE V.P. L1 | SP BUISINESS ASSOCIATES L3 | EC ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL | ||||||
| 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 | 2.8 | cum | 236.63 ₹662.56 Lowest | 236.63 ₹662.56 Lowest | 236.63 ₹662.56 Lowest |
| 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) | 0.2 | cum | 7,286.51 ₹1,457.3 Lowest | 7,286.51 ₹1,457.3 Lowest | 7,286.51 ₹1,457.3 Lowest |
| 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 | 7.28 | sqm | 354.69 ₹2,582.14 Lowest | 354.69 ₹2,582.14 Lowest | 354.69 ₹2,582.14 Lowest |
| 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 | 55.94 | kg | 103.26 ₹5,776.78 Lowest | 135 ₹7,552.44 | 125 ₹6,993 |
| 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 | 1.04 | cum | 9,634.13 ₹10,048.4 Lowest | 9,634.13 ₹10,048.4 Lowest | 9,634.13 ₹10,048.4 Lowest |
| 1.06 | 13.1.1
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1.93 | sqm | 339.63 ₹653.79 Lowest | 339.63 ₹653.79 Lowest | 339.63 ₹653.79 Lowest |
| 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. | 1.74 | cum | 292.52 ₹508.4 Lowest | 292.52 ₹508.4 Lowest | 292.52 ₹508.4 Lowest |
| 2.00ELECTRICAL WORK | ||||||
| 2.01 | 90.15.1.2
Supply installation testing and commissioning of Octogaonal Pole made of hot dip
galvanised GI sheet 70mm top diameter. 155 mm bottom diameter thickness 3mm
base plate dimensions of 250x250x16 mm 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
fixed in existing RCC foundation adn junction box etc, complet 9 Meters | 2 | each | 37,119.19 ₹74,238.38 Lowest | 37,119.19 ₹74,238.38 Lowest | 37,119.19 ₹74,238.38 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,554
Closing Date
29 May 2026, 12:45 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 9 Mtr Minimast with 5 nos of 180W Led Flood Lights at Muthur Palli Parisaram and Thachuparambu Centre in Perumbadappu Block under MLA SDF 2024-25
2026_KEL_852416_1
KEL/ KEMG/ 21/2025-26
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹996
₹10,554
Yes
30 May 2026
22 May 2026
30 May 2026
22 May 2026
29 May 2026
22 May 2026
22 May 2026 - 29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL | |||||
| 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 | 1 | 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 | 90.15.1.2
Supply installation testing and commissioning of Octogaonal Pole made of hot dip
galvanised GI sheet 70mm top diameter. 155 mm bottom diameter thickness 3mm
base plate dimensions of 250x250x16 mm 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
fixed in existing RCC foundation adn junction box etc, complet 9 Meters | - | each | - | - |
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