Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC | L1 | Accepted-AOC L1 EXECUTED THE AGREEMENT | |
| 2 | L2₹39.9 L+₹224 (<0.01%)Rejected-AOC 0402 SUB TREASURYKOTTARAKARA | L2 | Rejected-AOC L2 REJECTED DUE TO L1 EXECUTED THE AGREEMENT |
Tender Value
₹39.9 L
EMD Value
₹50,000
Closing Date
21 Mar 2022, 4:00 pmClosed
District Soil Conservation officer.Kollam
District Soil Conservation Office.Ravi Chambers.Beach Road.Thamarakulam.Kollam.Pin691001.Ph.0474-2768816
Retaining wall 1.2m, 1.5m, 2m, 2.5m and 3m height etc.
2022_DPK_478891_2
G 37/22
Open Tender
Civil Works - Others
Item Rate
120 days
CHITHARA.Mancodu.Thachoor Appooppankunnu Colony
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
1 Apr 2022
14 Mar 2022
23 Mar 2022
14 Mar 2022
21 Mar 2022
14 Mar 2022
Amount
Retaining Wall Type A - 1.20 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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: Foundation, footings, bases for columns.
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
Retaining Wall Type B - 1.50 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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: Foundation, footings, bases for columns.
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
Retaining Wall Type C - 2.00 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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: Foundation, footings, bases for columns.
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
Retaining Wall Type D - 2.50 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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.
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, 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 level Thermo-Mechanically Treated bars of grade Fe-500D or ,more.
5.1.3 Providing and laying in position cement concrete of specified grade of reinforced cement conctrete, excluding the cost of centering and shuttering, finishing and reinforcement-All work upto plinth level : 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
Retaining Wall Type E - 3.00 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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.
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, 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 level Thermo-Mechanically Treated bars of grade Fe-500D or ,more.
5.1.3 Providing and laying in position cement concrete of specified grade of reinforced cement conctrete, excluding the cost of centering and shuttering, finishing and reinforcement-All work upto plinth level : 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
Stabilization Structure - 1.20 Mtr Height
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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: Foundation, footings, bases for columns.
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttrering-All work upto plinth level : 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size)
2.6.1 Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth,1.5m in width as well as 10 sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m ,disposed earth to be levelled and neatly dressed.All kinds of soil.
60.7.1. 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.
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with:cement mortar (1 cement : 6 coarse sand)
13.1.1 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
WORKS CONTRACT
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_692103.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .