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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹27.1 L+₹20,499.78 (0.76%)Rejected-AOC | L2 | Rejected-AOC Work awarded to L1 Bidder |
| Sl No | Description | Qty | Unit | T A KURIAKOSE L2 | VT UMMER L1 |
|---|---|---|---|---|---|
| 1.00RENOVATION OF ARTHIKULAM | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 200 | hour | 305.45 ₹61,090 | 270 ₹54,000 Lowest |
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 10 | each | 486.9 ₹4,869 Lowest | 500 ₹5,000 |
| 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1,162.04 | cum | 227.74 ₹2,64,643.67 | 225 ₹2,61,459.68 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2,148.6 | cum | 115.82 ₹2,48,850.39 | 60 ₹1,28,915.76 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 80.52 | sqm | 341.36 ₹27,485.28 | 325 ₹26,168.03 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.98 | sqm | 341.36 ₹6,820.37 | 340 ₹6,793.2 Lowest |
| 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 | 1,543.37 | kilogram | 99.38 ₹1,53,380.21 | 95 ₹1,46,620.25 Lowest |
| 1.01 | OD875/2025-2026: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. | 400.25 | cum | 3,530.21 ₹14,12,984.2 Lowest | 3,800 ₹15,20,969 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 38.65 | cum | 9,272.07 ₹3,58,374.78 | 9,250 ₹3,57,521.75 Lowest |
Tender Value
₹30.7 L
EMD Value
₹50,000
Closing Date
4 Oct 2025, 3:00 pmClosed
Deputy Director of Soil Conservation
3rd and 4th Floor, Centre Plaza Building, Vazhuthacaud, TVPM
Renovation of Arthikulam
2025_DSSC_795474_1
SOIL/DSSSC/27/2025-2026
Open Tender
Civil Works - Others
Item Rate
365 days
Paruthur panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
30 Oct 2025
11 Sept 2025
6 Oct 2025
11 Sept 2025
4 Oct 2025
11 Sept 2025
Amount
RENOVATION OF ARTHIKULAM
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
OD875/2025-2026: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.
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
T A KURIAKOSE (BID ID -2349229)
Bidder Name
VT UMMER
T A KURIAKOSE
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