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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.7 LAccepted-AOC VELUTHEDATH HOUSE JUNCTION MARADU VADACODE P O ERNAKULAM KERALA 682021 | ERNAKULAM | KERALA | 682021 | ₹42.7 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹51.4 L+₹8.7 L (20.3%)Rejected-Finance | ₹51.4 L+₹8.7 L (20.3%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | NAZAR V.K. L1 | DELMANN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Civil works | |||||
| 1.01 | 20.2.2
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be nembedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles | 315 | metre | 2,945.36 ₹9,27,788.4 Lowest | 4,470 ₹14,08,050 |
| 1.02 | 20.6.1.2
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of
pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | 1 | per test | 22,574.62 ₹22,574.62 Lowest | 99,800 ₹99,800 |
| 1.03 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings 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 | 259.88 | sqm | 17.74 ₹4,610.27 Lowest | 20 ₹5,197.6 |
| 1.04 | 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 | 33.5 | cum | 350.73 ₹11,749.81 Lowest | 395 ₹13,232.9 |
| 1.05 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 1.57 | sqm | 376.51 ₹590.74 Lowest | 425 ₹666.83 |
| 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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.29 | cum | 7,734.57 ₹71,838.69 Lowest | 8,725 ₹81,037.8 |
| 1.07 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 42.67 | sqm | 376.51 ₹16,066.44 Lowest | 425 ₹18,135.6 |
| 1.08 | 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 | 7,172.86 | kilogram | 109.62 ₹7,86,288.48 Lowest | 115 ₹8,24,878.44 |
| 1.09 | 50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and
plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.87 | cum | 6,296.27 ₹11,761.43 Lowest | 7,235 ₹13,514.98 |
Tender Value
₹43.8 L
EMD Value
₹50,000
Closing Date
18 May 2026, 5:00 pmClosed
Manager (PED)
STEEL INDUSTRIALS KERALA LTD.ATHANI P.O,THRISSUR- 680 581
Construction of New Building for Health and Wellness Centre at Murikkumpadam, Ernakulam District
2026_SILK_833491_4
SILK/PED/S-147/2025-26/3231
Open Tender
Miscellaneous Works
Item Rate
270 days
Murikkumpadam
As per the tender documents
5 documents required · 5 mandatory
₹2,950
₹50,000
27 Jul 2026
11 May 2026
19 May 2026
11 May 2026
18 May 2026
11 May 2026
11 May 2026 - 18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 1.01 | 20.2.2
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be nembedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).500 mm dia piles | - | metre | - | - |
| 1.02 | 20.6.1.2
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of
pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne capacityRoutine test (Test Load 1.5 times the Safe capacity) | - | per test | - | - |
| 1.03 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings 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 | 1 | sqm | - | - |
| 1.04 | 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 | 1 | cum | - | - |
| 1.05 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.07 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.08 | 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 | 0.4 | kilogram | - | - |
| 1.09 | 50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and
plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
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