A21_-_Attachment_3_Amendment_2_Quantity_Takeoff.xlsx

XLSX spreadsheet 21 KB Posted

Attached to
SELA Algiers Urban Flood Control Federal contract opportunity
Solicitation number
W912P819B0046
Issued by
Department of the Army Corps of Engineers Engineering District New Orleans

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Attachment 3 - Amendment 2 - Quantity Takeoff

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BaseContract Item Description Estimate Quantity Comment

0003 Video and Photographic Documentation 1 JOB No QTY is available

0004 Temporary Retaining Structure 1 JOB N/A - Contractor's Design Item

0005 Work Platform 1 JOB N/A - Contractor's Design Item

0006Traffic Control and Coordination1 JOB
Drums = 60 ea.
Lane Closed Sign = 7 ea.
Road Work Ahead = 5 ea.
Road Closed = 1ea.
Flashing Arrow Panel = 1ea.
Merge lane Traffic = 1 ea.
Type III Barricade W/light = 9ea
0009Selective Demolition1 JOB
PZ = 34,490 SF
2-4" Dia. Steel Conduits = 100 lf
Concrete Sack Protection = 1,100 SF
12" Dia RCP = 40lf
15" Dia. RCP = 40lf
20" Dia. D.I pipe water = 103 lf
Timber Bulkhead = 725 lf
36" RCP = 85 lf
42" Dia. RCP = 35 lf
30" Dia. CMP = 50 lf
42" Dia. CMP = 35 lf
6- 12" Timber piles = 360 lf
3 - Manhole Brick (5' Dia x 8') = 18 CY
Headwall = 2.5 CY
Concrete wall cutting = 108 lf x 5" cut
Concrete Removal = 2.5 CY
2-12"x12"x 10' - Concrete Cap
6" x 8" - Concrete curb = 80lf
0012Geotechnical Instrumentation1 JOB
Inclinometer = 4 ea.
Probe pipe = 2 ea.
0013Clearing and Grubbing1 JOB
Area = 4 AC
0022Fertilizing, Seeding and Mulching1 JOB
Area = 4 AC

Opt 1 Item Description Estimate Quantity Comment

0003 Video and Photographic Documentation 1 JOB No QTY is available

0004 Temporary Retaining Structure 1 JOB N/A - Contractor's Design Item

0005 Work Platform 1 JOB N/A - Contractor's Design Item

0006Traffic Control and Coordination1 JOB
Drums = 58 ea.
Lane Closed Sign = 2 ea.
Road Work Ahead = 4 ea.
Road Closed = 2ea.
Flashing Arrow Panel = 1ea.
Merge lane Traffic = 1 ea.
Type III Barricade W/light = 5ea
0009Selective Demolition1 JOB
PZ = 17,250 SF
4-4" Dia. Steel Conduits = 65lf
Concrete Sack Protection = 800 SF
15" Dia. RCP =15 lf
18" Dia. CMP = 90 lf
18" Dia. RCP = 45 lf
36" Dia. RCP = 105 lf
36" Dia. CMP = 40 lf
42" Dia. RCP = 65 lf
122"x78" RCPA = 20lf
Concrete Drainage Structure Headwall = 17 CY
Timber Head = 160 lf
Concrete Wall Cutting = 55 lf x 5" cut
Concrete Removal use= 1.5 CY
0012Geotechnical Instrumentation1 JOB
Inclinometer = 2 ea.
Probe pipe = 1 ea.
0013Clearing and Grubbing1 JOB
Area = 3 AC
0022Fertilizing, Seeding and Mulching1 JOB
Area = 3 AC

Opt 2 Item Description Estimate Quantity Comment

0003 Video and Photographic Documentation 1 JOB No QTY is available

0004 Temporary Retaining Structure 1 JOB N/A - Contractor's Design Item

0005 Work Platform 1 JOB N/A - Contractor's Design Item

0006Traffic Control and Coordination1 JOB
Drums = 60 ea.
Lane Closed Sign = 2 ea.
Road Work Ahead = 4 ea.
Road Closed = 2ea.
Flashing Arrow Panel = 1ea.
Merge lane Traffic = 1 ea.
Type III Barricade W/light = 4ea
0009Selective Demolition1 JOB
PZ = 17,300 SF
Concrete Sack Protection = 880 SF
15" Dia. RCP = 130 lf
18" Dia. CMP = 145 lf
18" Dia. RCP = 150 lf
36" Dia. RCP = 30 lf
Concrete Drainage Structure Headwall = 10 CY
Timber Head = 200 lf
Riprap = 1 CY
Concrete wall cutting = 55 lf x 0.5" thick
Concrete Removal use = 1.5 CY
0012Geotechnical Instrumentation1 JOB
Inclinometer = 4 ea.
Probe pipe = 2 ea.
0013Clearing and Grubbing1 JOB
Area = 5.0 AC
0022Fertilizing, Seeding and Mulching1 JOB
Area = 5.0 AC

Opt 3 Item Description Estimate Quantity Comment

0003 Video and Photographic Documentation 1 JOB No QTY is available

0004 Temporary Retaining Structure 1 JOB N/A - Contractor's Design Item

0005 Work Platform 1 JOB N/A - Contractor's Design Item

0006Traffic Control and Coordination1 JOB
Drums = 40 ea.
Lane Closed Sign = 2 ea.
Road Work Ahead = 4 ea.
Road Closed = 2ea.
Flashing Arrow Panel = 1ea.
Merge lane Traffic = 1 ea.
Type III Barricade W/light = 4ea
0009Selective Demolition1 JOB
PZ = 28,050 SF
Concrete Sack Protection = 1,130 SF
15" Dia. RCP = 20 lf
18" Dia. CMP = 65 lf
18" Dia. RCP = 25 lf
36" Dia. RCP = 20 lf
22"x36" RCPA = 80lf
31"x51" RCPA = 12lf
Concrete Drainage Structure Headwall = 3.0 CY
Timber Head = 0 lf
Riprap = 5.0 CY
Concrete wall Cutting = 55lf x 0.5"
Concret removal = 1.50 CY
0012Geotechnical Instrumentation1 JOB
Inclinometer = 4 ea.
Probe pipe = 2 ea.
0013Clearing and Grubbing1 JOB
Area = 2.0 AC
0022Fertilizing, Seeding and Mulching1 JOB
Area = 2.0 AC

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