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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Finance PUTHRUVEETIL HOUSE PUTHOOPADAM AYIKARAPPADI POST MALAPPURAM DISTRICT KERALA 673 638 | AYIKARAPPADI | MALAPPURAM | KERALA | 673638 | ₹23.8 L | L1 | Admitted-Finance |
| 2 | L2₹24.8 LAdmitted-Finance | ₹24.8 L | L2 | Admitted-Finance |
| 3 | L3₹34.5 LAdmitted-Finance | ₹34.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | Muhayuddeen koya M L2 | Sanaullah L1 | MOHAMMED ALI MC L3 |
|---|---|---|---|---|---|---|
| 1.00Civil Work - Temporary shed at Soap Campus | ||||||
| 1.00 | 2.3.1
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 | 80 | sqm | 15 ₹1,200 | 12 ₹960 | 23 ₹1,840 |
| 1.00 | 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 11.96 | cum | 200 ₹2,392 | 230 ₹2,750.80 | 322 ₹3,851.12 |
| 1.00 | 50.6.1.1
Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 14.5 | cum | 6,800 ₹98,600 | 6,000 ₹87,000 | 8,340 ₹1.2 L |
| 1.00 | 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) | 10.51 | cum | 7,000 ₹73,598 | 7,000 ₹73,598 | 9,885 ₹1.0 L |
| 1.00 | 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas 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-incharge. | 29.68 | cum | 420 ₹12,467.28 | 375 ₹11,131.50 | 554 ₹16,444.94 |
| 1.01 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 28 | sqm | 330 ₹9,240 | 300 ₹8,400 | 481 ₹13,468 |
| 1.01 | 5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.12 | cum | 9,000 ₹19,125 | 8,500 ₹18,062.50 | 12,400 ₹26,350 |
| 1.01 | 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 | 217.94 | kg | 99 ₹21,575.86 | 90 ₹19,614.42 | 140 ₹30,511.32 |
| 1.01 | 50.6.1.2
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 5.79 | cum | 7,500 ₹43,440 | 6,500 ₹37,648 | 9,375 ₹54,300 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
21 Apr 2026, 5:00 pmClosed
Managing Director
St Josephs press Building, Cotton Hills Vazhuthacadu
Construction of Temporary Shed for Kerala Soap unit and Renovation of Security Cabin and Construction of new toilet at proposed Parking Area, calicut
2026_KSIE_843968_2
CP/INFRA/KS-100/2026
Open Tender
Civil Works - Buildings
Calicut
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,900
Yes
₹50,000
Yes
12 May 2026
31 Mar 2026
23 Apr 2026
31 Mar 2026
21 Apr 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Work - Temporary shed at Soap Campus | ||||||
| 0.999 | 2.3.1
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 | - | sqm | - | - | item code1. 001 |
| 0.000 | 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - | item code1. 002 |
| 0.999 | 50.6.1.1
Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - | item code1. 003 |
| 0.000 | 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 | cum | - | - | item code1. 004 |
| 0.999 | 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas 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-incharge. | - | cum | - | - | item code1. 005 |
| 0.000 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - | item code1. 006 |
| 0.999 | 5.1.3
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | item code1. 007 |
| 0.000 | 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 | 0.2 | kg | - | - | item code1. 008 |
| 0.999 | 50.6.1.2
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. | 1 | cum | - | - | item code1. 009 |
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