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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L1 | Accepted-Finance L1 | |
| 2 | L2₹4.8 L+₹32,463.79 (7.33%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹5.8 L+₹1.3 L (29.9%)Accepted-Finance | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | RAFEEQUE V.P. L1 | SP BUISINESS ASSOCIATES L3 | EC ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||
| 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 | 4.9 | cum | 236.63 ₹1,159.72 Lowest | 236.63 ₹1,159.72 Lowest | 236.63 ₹1,159.72 Lowest |
| 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) | 0.27 | cum | 7,286.51 ₹1,981.93 Lowest | 7,286.51 ₹1,981.93 Lowest | 7,286.51 ₹1,981.93 Lowest |
| 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 | 8.44 | sqm | 354.69 ₹2,993.58 Lowest | 354.69 ₹2,993.58 Lowest | 354.69 ₹2,993.58 Lowest |
| 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 | 113.33 | kilogram | 103.26 ₹11,702.46 Lowest | 125 ₹14,166.25 | 125 ₹14,166.25 |
| 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) | 2.21 | cum | 9,634.13 ₹21,320.33 Lowest | 9,634.13 ₹21,320.33 Lowest | 9,634.13 ₹21,320.33 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 2.24 | sqm | 339.63 ₹760.77 Lowest | 339.63 ₹760.77 Lowest | 339.63 ₹760.77 Lowest |
| 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. | 2.74 | cum | 292.52 ₹800.33 Lowest | 292.52 ₹800.33 Lowest | 292.52 ₹800.33 Lowest |
| 2.00Electrical Work | ||||||
| 2.00 | 90.15.2.3:Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 100mm top diameter, 360mm bottom diameter thickness 3mm 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 12 Meters | 1 | each | 1,98,139.68 ₹1,98,139.68 Lowest | 2,98,139.68 ₹2,98,139.68 | 1,98,139.68 ₹1,98,139.68 Lowest |
Tender Value
₹4.4 L
EMD Value
₹11,073
Closing Date
8 Oct 2026, 4:35 pmClosed
UNIT HEAD
KEL EDARIKODE
SITC of 12 Mtr High Mast with 6 Nos of 200W LED Flood light at Parakkad SC Nagar, Ward-19 in Areekode GP, Areacode Block Panchayat under MPLADS 2025-26 of Sri. P V Abdul Wahab MP (Project Code 12438)
2026_KEL_875626_1
KEL/ KEMG/147/2026-27
Open Tender
Electrical Works
Item Rate
KEL EDARIKODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,045
₹11,073
Yes
14 Oct 2026
1 Oct 2026
9 Oct 2026
1 Oct 2026
8 Oct 2026
1 Oct 2026
1 Oct 2026 - 8 Oct 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 | 4.9 | 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) | 0.27 | 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 | 8.44 | 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 | 113.33 | 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) | 2.21 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 2.24 | 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. | 2.74 | cum | - | - |
| 2Electrical Work | |||||
| 2.001 | 90.15.2.3:Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 100mm top diameter, 360mm bottom diameter thickness 3mm 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 12 Meters | 1 | each | - | - |
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