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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC | ₹34.7 L Quoted ₹35.6 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹39.7 L+₹4.1 L (11.5%)Rejected-Finance DEVIKA S N PURAM P O CHERTHALA ALLEPPEY KERALA PIN 688582 | CHERTHALA | ALAPPUZHA | KERALA | 688582 | ₹39.7 L+₹4.1 L (11.5%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SIVADAS KR L2 | SM CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Concreting- Access to RVSF unit, service station, parking | |||||
| 1.01 | 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 376 | sqm | 30 ₹11,280 Lowest | 42.23 ₹15,876.6 |
| 1.02 | 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 Engineer-in-charge | 36 | cum | 1,350 ₹48,600 Lowest | 1,650 ₹59,400 |
| 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 | 80.55 | cum | 250 ₹20,137.5 Lowest | 370 ₹29,803.5 |
| 1.04 | 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 112.77 | cum | 4,500 ₹5,07,465 Lowest | 5,500 ₹6,20,235 |
| 1.05 | 51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 207.09 | cum | 2,400 ₹4,97,016 | 1,158 ₹2,39,810.22 Lowest |
| 1.06 | 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) | 1.21 | cum | 8,500 ₹10,276.5 | 7,850 ₹9,490.65 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 | 6.04 | cum | 7,500 ₹45,337.5 Lowest | 8,500 ₹51,382.5 |
| 1.08 | 16.78.1 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With Material conforming to Grade - I (size range 75 mm to 0.075 mm) having CBR Value- 30 | 123.47 | cum | 3,300 ₹4,07,451 | 2,979 ₹3,67,817.13 Lowest |
| 1.09 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 65.79 | sqm | 700 ₹46,053 | 385 ₹25,329.15 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
23 Jul 2026, 12:00 pmClosed
MANAGING DIRECTOR
STEEL INDUSTRIALS KERALA LIMITED,SILK Nagar, Athani PO, Thrissur,Kerala - 680 581
Construction of Concrete Road way, Paving Interlocking at RVSF premises at SILK SFU, Cherthala, Alappuzha
2026_SILK_860802_1
SILK/RVSF/SFU/2026-27/25
Open Tender
Miscellaneous Works
Item Rate
30 days
Cherthala
As per the tender documents
7 documents required · 7 mandatory
₹2,950
₹50,000
14 Sept 2026
16 Jul 2026
24 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
16 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting- Access to RVSF unit, service station, parking | |||||
| 1.01 | 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 376 | sqm | - | - |
| 1.02 | 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 Engineer-in-charge | 36 | cum | - | - |
| 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 | 80.55 | cum | - | - |
| 1.04 | 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 112.77 | cum | - | - |
| 1.05 | 51.2.3 Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 207.09 | cum | - | - |
| 1.06 | 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) | 1.21 | cum | - | - |
| 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 | 6.05 | cum | - | - |
| 1.08 | 16.78.1 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With Material conforming to Grade - I (size range 75 mm to 0.075 mm) having CBR Value- 30 | 123.47 | cum | - | - |
| 1.09 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete | 65.79 | sqm | - | - |
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