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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.4 LAccepted-AOC | 1 | Accepted-AOC L1 BIDDER | |
| 2 | Rejected-Technical UKKARANPARAMABATH PALERI VILLAGE KOYILANDI TALUK KOZHIKODE DISTRICT KERALA | - | Rejected-Technical L2 BIDDER |
| Sl No | Description | Qty | Unit | HAMEED L2 | CHANDRAN M C L1 |
|---|---|---|---|---|---|
| 1.00RETAINING WALL 1 MTR HEIGHT | |||||
| 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 | 213.28 | cum | 236.63 ₹50,468.45 Lowest | 236.63 ₹50,468.45 Lowest |
| 1.00 | OD668/2025-2026: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 | 196.08 | cum | 3,668.07 ₹7,19,235.17 Lowest | 3,668.07 ₹7,19,235.17 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 | 34.6 | sqm | 354.69 ₹12,272.27 Lowest | 354.69 ₹12,272.27 Lowest |
| 1.00 | 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) | 8.6 | cum | 9,634.13 ₹82,853.52 Lowest | 9,634.13 ₹82,853.52 Lowest |
| 1.00 | 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 | 356.8 | kilogram | 103.26 ₹36,843.58 | 98 ₹34,966.79 Lowest |
| 2.00RETAINING WALL 1.5 MTR HEIGHT | |||||
| 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 | 74.4 | cum | 236.63 ₹17,605.27 Lowest | 236.63 ₹17,605.27 Lowest |
| 2.00 | OD669/2025-2026: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 | 68.4 | cum | 3,668.07 ₹2,50,895.99 Lowest | 3,668.07 ₹2,50,895.99 Lowest |
| 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 | 8.2 | sqm | 354.69 ₹2,908.46 Lowest | 354.69 ₹2,908.46 Lowest |
Tender Value
₹17.4 L
EMD Value
₹43,624
Closing Date
1 Sept 2025, 3:00 pmClosed
Deputy Director of Soil Conservation
Directorate of soil survey and soil conservation,centre plaza, vazhuthacaud
retaining wall1mHt-172m retaining wall1mHt-1.50m,40Rm cross check-6m length,6nos sign board 2 nos
2025_DSSC_786773_1
SOIL/DSSSC/25/2025-2026
Open Tender
Civil Works - Others
Item Rate
365 days
koorachund
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹43,624
8 Oct 2025
16 Aug 2025
3 Sept 2025
16 Aug 2025
1 Sept 2025
16 Aug 2025
Amount
RETAINING WALL 1 MTR HEIGHT
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
OD668/2025-2026: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
5.1.2: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)
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
RETAINING WALL 1.5 MTR HEIGHT
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
OD669/2025-2026: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
5.1.2: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)
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
CROSSCHECK UP TO 6 MTR LENGTH
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
OD670/2025-2026: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
SPCB/SPGB
OD671/2025-2026:Construction of contour bund or graded bund with dry rubble, granite, laterite or jungle stone 15cm to 22 cm thick including placing in position with a batter of 1in 5 an earth filling the uphill portion to a minimum top width of 50cm including the thickness of stone etc. complete the quarried stone
SIGN BOARD
13.3.1:20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.71:Lettering with black Japan pint of approved brand and manufacture
HAMEED (BID ID -2318532)
Bidder Name
HAMEED
CHANDRAN M C
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