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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 CrAccepted-AOC NP 11 908 HOSPITAL ROAD NILAMBUR MALAPPURAM DISTRICT KERALA 679129 | NILAMBUR | MALAPPURAM DISTRICT | KERALA | 679129 | ₹21.8 Cr Quoted ₹21.9 Cr | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹24.4 Cr+₹2.5 Cr (11.5%)Rejected-Finance | ₹24.4 Cr+₹2.5 Cr (11.5%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BUILDUS iCS LLP L2 | ABM4Builders L1 |
|---|---|---|---|---|---|
| 1.00ESTABLISHING MODERN TRAINING INFRASTRUCTURE AT SFTI WALAYAR - ACADEMIC BLOCK | |||||
| 1.01Academic Block Civil Works | |||||
| 1.01 | 50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 directionof site Engineer-in-charge | 588 | cum | 729 ₹4,28,652 | 652 ₹3,83,376 Lowest |
| 1.01 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,079.14 | sqm | 18 ₹37,424.43 | 16 ₹33,266.16 Lowest |
| 1.01 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 | 54.6 | cum | 359 ₹19,601.4 | 322 ₹17,581.2 Lowest |
| 1.01 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 410.4 | cum | 257 ₹1,05,472.8 | 230 ₹94,392 Lowest |
| 1.01 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation/ banking excavatedor stacked materials.All kinds of soil | 36.15 | cum | 131 ₹4,735.65 | 117 ₹4,229.55 Lowest |
| 1.01 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 232.6 | cum | 318 ₹73,965.85 | 285 ₹66,290.15 Lowest |
| 1.01 | 51.2.3
Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 231 | cum | 909 ₹2,09,979 | 814 ₹1,88,034 Lowest |
| 1.01 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding thecost 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 | 22.15 | cum | 7,932 ₹1,75,693.8 | 7,096 ₹1,57,176.4 Lowest |
Tender Value
₹24.4 Cr
EMD Value
₹5 L
Closing Date
4 Mar 2026, 4:00 pmClosed
MANAGING DIRECTOR
STEEL INDUSTRIALS KERALA LTD.Ship Breaking Unit.Beypore P.O.Kozhikode- 673015
Infrastructure Development Project for Establishing Modern Training Infrastructure at State Forest Training Institute Walayar, under NABARD-RIDF Tranche XXX
2026_SILK_827848_3
SILK/SBU(B)/F-444/2025-26/3867
Open Tender
Miscellaneous Works
Item Rate
450 days
Walayar
As per the tender documents
3 documents required · 3 mandatory
₹17,700
₹5 L
Yes
Online
7 Sept 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
25 Feb 2026 - 4 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ESTABLISHING MODERN TRAINING INFRASTRUCTURE AT SFTI WALAYAR - ACADEMIC BLOCK | |||||
| 1.01 | Academic Block Civil Works | - | - | - | - |
| 1.01001 | 50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations 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 directionof site Engineer-in-charge | 588 | cum | - | - |
| 1.01002 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,079.14 | sqm | - | - |
| 1.01003 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 | 54.6 | cum | - | - |
| 1.01004 | 2.6.1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 410.4 | cum | - | - |
| 1.01005 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation/ banking excavatedor stacked materials.All kinds of soil | 36.15 | cum | - | - |
| 1.01006 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 232.6 | cum | - | - |
| 1.01007 | 51.2.3
Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 231 | cum | - | - |
| 1.01008 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding thecost 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 | 22.15 | cum | - | - |
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