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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹6.5 L+₹44,445.48 (7.39%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical The bidder have failed to submit all documents asked in Preliminary Evaluation |
| Sl No | Description | Qty | Unit | SABANI ENGINEERS L2 | MECABO INNOVATIONS PVT LTD L1 |
|---|---|---|---|---|---|
| 1.001. CONTAINER PLATFORM | |||||
| 1.01 | 15.9.2 Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 11 | cum | 2,542 ₹27,962 Lowest | 2,542 ₹27,962 Lowest |
| 1.02 | 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 | 14.04 | cum | 257.63 ₹3,617.13 Lowest | 257.63 ₹3,617.13 Lowest |
| 1.03 | 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) | 6.42 | cum | 7,932.89 ₹50,929.15 Lowest | 7,932.89 ₹50,929.15 Lowest |
| 1.04 | 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) | 15.66 | cum | 8,343.49 ₹1,30,659.05 Lowest | 8,343.49 ₹1,30,659.05 Lowest |
| 1.05 | 13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled point | 10.8 | sqm | 400.47 ₹4,325.08 Lowest | 400.47 ₹4,325.08 Lowest |
| 1.06 | 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. | 9.72 | cum | 318.47 ₹3,095.53 Lowest | 318.47 ₹3,095.53 Lowest |
| 1.07 | 50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 6.75 | cum | 8,500 ₹57,375 | 6,809.04 ₹45,961.02 Lowest |
| 1.08 | 13.8.2 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1: 4 ( 1 cement : 4 fine sand) | 18 | sqm | 509.29 ₹9,167.22 Lowest | 509.29 ₹9,167.22 Lowest |
| 2.002. Supply, transportation and Installation of Container | |||||
Tender Value
₹7.5 L
Closing Date
24 Jan 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited , Aluva
Treatment Plant
2026_FITL_828054_1
FIT/CP-128/2025-26
Open Tender
Civil Works - Others
Item Rate
90 days
Fort Kochi
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
31 Jan 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
16 Jan 2026 - 21 Jan 2026
21 Jan 2026
1. CONTAINER PLATFORM
15.9.2 Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
4.1.8 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)
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)
13.33.1 Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled point
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.
50.6.1.7 Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.8.2 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1: 4 ( 1 cement : 4 fine sand)
2. Supply, transportation and Installation of Container
OD252002/2025-2026 Supply of 20 feet standard container of approved quality
OD252001/2025-2026 Transportation, loading, unloading and installation of 20 feet container to the desired location as directed by the departmental officers at site
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete
OD252000/2025-2026 Landscaping works including all the items of works as directed by the departmental officer
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BOQ_1389954.xls
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