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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.8 LAccepted-AOC | ₹76.8 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹78.0 L+₹1.3 L (1.66%)Rejected-Finance PALAKKAD | KERALA | 678001 | ₹78.0 L+₹1.3 L (1.66%) | L2 | Rejected-Finance L2 |
| 3 | L3₹79.3 L+₹2.5 L (3.30%)Rejected-Finance | ₹79.3 L+₹2.5 L (3.30%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SHAHEER K A L1 | Aji Paul L2 | MOHAMMED HAREES M M L3 |
|---|---|---|---|---|---|---|
| 1.00Civil Work | ||||||
| 1.01 | 2.32
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area
cleared. | 121.32 | sqm | 6 ₹727.91 Lowest | 7.36 ₹892.91 | 13.94 ₹1,691.19 |
| 1.02 | 15.2.1
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent
design mix) | 17.13 | cum | 1,700 ₹29,122.7 | 2,000.15 ₹34,264.57 | 1,443.6 ₹24,730.31 Lowest |
| 1.03 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus
excavated soil as directed, within a lead of 50 m.All kinds of soil | 80.41 | cum | 290 ₹23,319.48 | 290.45 ₹23,355.67 | 280.06 ₹22,520.19 Lowest |
| 1.04 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 4.38 | cum | 105 ₹459.38 | 104.04 ₹455.18 | 101.05 ₹442.09 Lowest |
| 1.05 | 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. | 29.51 | cum | 240 ₹7,081.44 Lowest | 252.87 ₹7,461.18 | 243.49 ₹7,184.42 |
| 1.06 | 50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Enngineer-in-charge | 19.26 | cum | 400 ₹7,704 Lowest | 514.26 ₹9,904.65 | 481.2 ₹9,267.91 |
| 1.07 | 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) | 12.77 | cum | 6,600 ₹84,249 | 6,664.95 ₹85,078.09 | 6,435.57 ₹82,150.05 Lowest |
| 1.08 | 7.1.1
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 16.17 | cum | 6,800 ₹1,09,983.2 | 7,046.25 ₹1,13,966.05 | 6,797.43 ₹1,09,941.63 Lowest |
| 1.09 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 11.52 | sqm | 330 ₹3,801.27 | 327.93 ₹3,777.43 | 316.63 ₹3,647.26 Lowest |
Tender Value
₹79.8 L
EMD Value
₹50,000
Closing Date
27 Dec 2024, 5:00 pmClosed
UNIT HEAD
STEEL INDUSTRIALS KERALA LTD. Thuravoor P.O.Alappuzha-688532
Construction of Govt. Ayurveda Hospital Piravom - Ernakulam District
2024_SILK_709407_2
SILK/GEW/SP/2024-25/27
Open Tender
Miscellaneous Works
Item Rate
300 days
Ernakulam
As per the tender documents
5 documents required · 5 mandatory
₹2,950
₹50,000
Yes
21 Jul 2026
12 Dec 2024
28 Dec 2024
12 Dec 2024
27 Dec 2024
12 Dec 2024
12 Dec 2024 - 27 Dec 2024
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