Appendix_A_Pricing_sheet_2018.doc

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USCG Kodiak Paving ID/IQ
Solicitation number
70Z08719RPJT32900
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Appendix A

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Ction

PRICING SHEET FOR U. S. COAST GUARD BASE; KODIAK ISLAND, ALASKA

Item

Unit Unit Price Base Bid Qty Total A B (description)

C D E F DxF

1
Clearing and Grubbing≤1,000
SY
$
/SY
500 SY
$
2
Clearing and Grubbing>1,000
SY
$
/SY
2000 SY
$
3
Saw Cut; Bituminous Pavement; 4" Thick or less; ≤1,000
LF
$

/LF

500 LF
$
4
Saw Cut; Bituminous Pavement; 4" Thick or less; >1,000
LF
$
/LF
2000 LF
$
5
Saw Cut; Bituminous Pavement; Thicker than 4"; ≤1,000
LF
$
/LF
500 LF
$
6
Saw Cut; Bituminous Pavement; Thicker than 4"; >1,000
LF
$
/LF
2000 LF
$
7
Saw Cut; Rigid Pavement; 4" Thick or less, lightly reinforced; ≤500
LF
$
/LF
250 LF
$
8
Saw Cut; Rigid Pavement; 4" Thick or less, lightly reinforced; >500
LF
$
/LF
1000 LF
$
9
Saw Cut; Rigid Pavement; Thicker than 4", lightly reinforced; ≤500
LF
$
/LF
250 LF
$
10
Saw Cut; Rigid Pavement; Thicker than 4", lightly reinforced; >500
LF
$
/LF
1000 LF
$
11
Remove Bituminous Pavement; 4" Thick or less; ≤1,000
SY
$
/SY
500 SY
$
12
Remove Bituminous Pavement; 4" Thick or less; >1,000
SY
$
/SY
2000 SY
$
13
Remove Bituminous Pavement; Thicker than 4", price per each additional 2” lift; ≤1,000
SY
$
/SY
500 SY
$
14
Remove Bituminous Pavement; Thicker than 4", price per each additional 2” lift; >1,000
SY
$
/SY
2000 SY
$
15
Remove Rigid Pavement; 4" Thick or less; ≤1,000
SY
$
/SY
500 SY
$
16
Remove Rigid Pavement; 4" Thick or less; >1,000
SY
$
/SY
2000 SY
$
17
Remove Rigid Pavement; Thicker than 4", price per

additional 2” lift; ≤1,000

SY
$
/SY
500 SY
$
18
Remove Rigid Pavement; Thicker than 4", price per

additional 2” lift; >1,000

SY
$
/SY
2000 SY
$
19
Mill/Plane Bituminous Pavement; 2" or less; ≤2,000
SY
$
/SY
1000 SY
$
20
Mill/Plane Bituminous Pavement; 2" or less; >2,000
SY
$
/SY
4000 SY
$
21
Mill/Plane Bituminous Pavement;greater than 2",

Price per additional 1” increment ; ≤2,000

SY
$
/SY
1000 SY
$
22
Mill/Plane Bituminous Pavement;greater than 2", Price per additional 1 inch increment; >2,000
SY
$
/SY
4000 SY
$
23
Bituminous Concrete Patch Repair
SY
$
/SY
50 SY
$

(Includes saw cut the perimeter of the areas to be patched, excavate and remove approximately 4" of bituminous concrete, compaction and placement of up to 2" of base material, furnish and place tack coat along inside edges, furnish and place up to 4" of bituminous concrete in two courses over prepared areas).

24
Remove Unsuitable Base Material
CY
$
/CY
100 CY
$
25
Aggregate for Base Course
TON
$
/TON
1000 TON
$
26
Bitumen for Prime Coat
SY
$
/SY
2,000 SY
$
27
Bitumen for Tack Coat
SY
$
/SY
2,000 SY
$
28
Bituminous Concrete Base Course
TON
$
/TON
500 TON
$
29
Bituminous Concrete Wearing Course
TON
$
/TON
500 TON
$
30
Concrete Paving; 6" or less, reinforced with 6x6 10/10 WWF; ≤200
SY
$
/SY
100 SY
$
31
Concrete Paving; 6" or less, reinforced with 6x6 10/10 WWF; >200
SY
$
/SY
400 SY
$
32
Concrete Paving; greater than 6", reinforced with 6x6 18/18 WWF; ≤200
SY
$
/SY
100 SY
$
33
Concrete Paving; greater than 6", reinforced with 6x6 18/18 WWF; >200
SY
$
/SY
400 SY
$
34
Seal Cracks Bituminous Pavement
LF
$
/LF
5,000 LF
$
35
Seal Cracks (Rigid/Concrete Pavement)
LF
$
/LF
5,000LF
$
36
Concrete Sidewalks; ≤25
SY
$
/SY
15 SY
$
37
Concrete Sidewalks; >25
SY
$
/SY
50 SY
$
38
Concrete Handicap Sidewalk
SY
$
EA
1 EA
$
39
Bituminous Concrete Sidewalk; ≤25
SY
$
/SY
15 SY
$
40
Bituminous Concrete Sidewalk; >25
SY
$
/SY
50 SY
$
41
Bituminous Concrete Curb Removal;
LF
$
/LF
100 LF
$
42
Bituminous Concrete Curbs Install;
LF
$
/LF
100 LF
$
43
Cement Concrete Curb Removal
LF
$
/LF
100 LF
$
44
Cement Concrete Curbs Install
LF
$
/LF
100 LF
$
45
Fine Grade and Compact Subgrade
SY
$
/SY
500 SY
$
46
Site Restoration - Loam and

Spread

CY
$
/CY
20 CY
$
47
Site Restoration - Seeding
SY
$
/SY
100 SY
$
48
Site Restoration - Sodding
SY
$
/SY
100 SY
$
49
Gravel Borrow
CY
$
/CY
200 CY
$
50
Reset Catch Basin/Manhole
EA
$
/EA
5 EA
$
51
Rebuild Catch Basin/Manhole (Masonry)
EA
$
/EA
5 EA
$
52
Remove and Reset Wheel Stops
EA
$
/EA
100 EA
$
53
Wheel Stops - new
EA
$
/EA
100 EA
$
54
Traffic Signs - Stop
EA
$
/EA
5 EA
$
55
Traffic Signs- No Parking
EA
$
/EA
10 EA
$
56
Traffic Signs- One Way
EA
$
/EA
5 EA
$
57
Traffic Signs- Handicap Parking
EA
$
/EA
10 EA
$
58
Remove and Replace Existing Signs
EA
$
/EA
25 EA
$
59
4” Pavement Marking; Parking Stall
EA
$
/EA
50 EA
$
60
Fast Drying Traffic Paint Pavement Marking; Crosswalk
LF
$
/LF
500 LF
$
61
Fast Drying Traffic Paint Pavement Marking; Centerline
LF
$
/LF
500 LF
$
62
Fast Drying Traffic Paint Pavement Marking; Handicap stall with symbol
EA
$
/EA
10 EA
$
63
Fast Drying Traffic Paint Pavement Marking; Double Yellow Centerline
LF
$
/LF
500 LF
$
64
Fast Drying Traffic Paint Pavement Marking: Misc 4"
LF
$
/LF
500 LF
$
65
Removal of Fast Drying Traffic Paint
LF
$
/LF
500 LF
$
66
Guardrail Removal
LF
$
/LF
500 LF
$
67
Guardrail Install: Steel Rail/Wood Post
LF
$
/LF
500 LF
$
68
Soil Testing; Nuclear Density Test
EA
$
/EA
10 EA
$
69
Mobilization to CG Property
EA
N/A
/EA
1 EA
N/A
70
Demobilization to CG Property
EA
N/A
/EA
1 EA
N/A
71
Preconstruction Survey
Acre
$
Acre
1 Acre
$
72
CAD As-Built Drawing
Sheet
$
Sheet
5 sheet
$
73
Slurry Seal/Sealcoat
SY
$
/SY
1000 SY
$
74
SWPP Plan
Acre
$
Acre
1 Acre
$
75
Traffic Control Plan
EA
$
/EA
1
$
76
Environmental Protection Plan
EA
$
/EA
1
$
77
TOTAL BASE YEAR

Sum of DxF, items 1 thru 76

78. Escalation factor (cost of living/inflation) for Option Year 001; (item 77 x %) =

79. Escalation factor (cost of living/inflation) for Option Year 002; (item 78 x %) =

80. Escalation factor (cost of living/inflation) for Option Year 003; (item 79 x %) =

81. Escalation factor (cost of living/inflation) for Option Year 004: (item 80 x %) =

82. TOTAL PROPOSAL:

(Sum of 77 through 81)

PAGE

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