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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | L1 | Accepted-AOC L1 bidder as per GO.P.No.58/2012/PWD dated 04.08.2012 | |
| 2 | L2₹13.9 L−₹1.3 L (8.31%)Rejected-AOC | L2 | Rejected-AOC LCCS was awarded work as per GO.P.No.58/2012/PWD dated 04.08.2012 | |
| 3 | L3₹14.2 L−₹94,168.20 (6.20%)Rejected-Finance | L3 | Rejected-Finance L3 bidder |
| Sl No | Description | Qty | Unit | VT UMMER L1 | KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY L3 | CHANDRAN M C L2 |
|---|---|---|---|---|---|---|
| 1.00DEEPENING AND WIDENING OF PALAKKAL THODU- 63.4M | ||||||
| 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 | 151.53 | cum | 225 ₹34,093.35 Lowest | 249.39 ₹37,789.07 | 233 ₹35,305.56 |
| 2.00RETAINING WALL 1 M HT- 255 M | ||||||
| 2.00 | 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 | 6 | each | 300 ₹1,800 Lowest | 533.2 ₹3,199.2 | 500 ₹3,000 |
| 2.00 | 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 | 229.4 | cum | 225 ₹51,615 Lowest | 249.39 ₹57,210.07 | 233 ₹53,450.2 |
| 2.00 | OD844/2025-2026: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. | 290.7 | cum | 3,600 ₹10,46,520 Lowest | 3,865.67 ₹11,23,750.27 | 3,625 ₹10,53,787.5 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 51.71 | sqm | 300 ₹15,513 Lowest | 373.8 ₹19,329.2 | 350 ₹18,098.5 |
| 2.00 | 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 | 572.49 | kilogram | 90 ₹51,524.37 Lowest | 108.83 ₹62,304.41 | 101.6 ₹58,165.29 |
| 2.01 | 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) | 12.89 | cum | 9,000 ₹1,16,010 Lowest | 10,153.1 ₹1,30,873.46 | 9,523 ₹1,22,751.47 |
| 3.00CROSS CHECK 2 Nos- Type A | ||||||
Tender Value
₹15.7 L
EMD Value
₹39,233
Closing Date
4 Oct 2025, 3:00 pmClosed
Deputy Director of Soil Conservation
3rd and 4th Floor, Centre Plaza building, Vazhuthacaud, TVPM
1.Deepening and widening of Palackalthodu 2. Retaining wall 1m height 3. Cross check Type A-2 Nos 4. Cross check Type B- 2Nos
2025_DSSC_795881_1
SOIL/DSSSC/28/2025-2026
Open Tender
Civil Works - Others
Item Rate
365 days
Chalissery panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹39,233
28 Oct 2025
11 Sept 2025
6 Oct 2025
11 Sept 2025
4 Oct 2025
11 Sept 2025
Amount
DEEPENING AND WIDENING OF PALAKKAL THODU- 63.4M
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
RETAINING WALL 1 M HT- 255 M
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
OD844/2025-2026: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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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)
CROSS CHECK 2 Nos- Type A
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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)
CROSS CHECK- Type B-2 Nos
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
OD1245/2025-2026: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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
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)
CHANDRAN M C (BID ID -2371964)
KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY (BID ID -2350469)
Bidder Name
VT UMMER
CHANDRAN M C
KEEZHATTUR PANCHAYATH LABOUR CONTRACT CO OPERATIVE SOCIETY
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