RFP 7177 - SOW Exhibit F - Project Schedule Answer SheetExhibit F Page 1 of 13
# of Days
To Length SY Lane
Miles
Brookfield Ln 1130 4762 0.81
Jamestown Ln 1285 4853 0.83
Nottingham 1180 4328 0.74
Pricing
Item #
Est.
Qty.UOM
1 2500 LF
2 2500 LF
4 5000 LF
15 5000 LF
16 750 SY
17 9800 SY
18 319 TON
21 9800 SY
24 9800 SY
26 7700 SY
27 7700 SY
28 500 SY
29 750 SY
30 500 SY
33 500 SY
34 50 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 200 SY
46 50 SY
47 600 SY
Pricing
Item #
Est.
Qty.UOM
34 250 TON
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
SECTION A. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Woodhaven .Mistywood
Product Description
TYPE I FLEXBASE
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
ADJUST MANHOLE AND INSTALL CONCRETE PAD
COMPACTED FILL/EMBANKMENT
TYPE I FLEXBASE
BERMUDA SOD
ZOYSIA
ST. AUGUSTINE SOD
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
HYDRATED LIME
UNCLASSIFIED EXCAVATION
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
Product Description
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
REMOVE CONCRETE DRIVEWAY & SIDEWALK
REMOVE CONCRETE CURB & GUTTER
CONCRETE CURB & GUTTER ( WITH FIBERS)
SAW CUT (EXISTING CONCRETE)
SAW CUT (EXISTING ASPHALT)
Project
Name
Mistywood Lane
Mistywood Lane
Woodhaven St
Jamestown
Woodhaven St
Emerson Ln
From
Woodhaven .Mistywood
Exhibit F Page 2 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Emerson 1193 4508 0.77
Pricing
Item #
Est.
Qty.UOM
1 600 LF
2 600 LF
4 1200 LF
15 2400 LN
16 300 SY
17 4800 SY
18 156 TON
21 4000 SY
24 4800 SY
26 4000 SY
27 4000 SY
28 250 SY
29 250 SY
30 300 SY
33 300 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 50 EA
45 100 SY
47 260 SY
TYPE I FLEXBASE
UNCLASSIFIED EXCAVATION
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
BERMUDA SOD
ST. AUGUSTINE SOD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
ADJUST MANHOLE AND INSTALL CONCRETE PAD
COMPACTED FILL/EMBANKMENT
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
HYDRATED LIME
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Rockwood Lane Mistywood Ln
Rockwood
Product Description
SAW CUT (EXISTING ASPHALT)
REMOVE CONCRETE DRIVEWAY & SIDEWALK
REMOVE CONCRETE CURB & GUTTER
CONCRETE CURB & GUTTER ( WITH FIBERS)
SAW CUT (EXISTING CONCRETE)
SECTION B. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
Exhibit F Page 3 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Mistywood Ln 978 4348 0.74
Pricing
Item #
Est.
Qty.UOM
1 2200 LF
2 2200 LF
4 2200 LF
15 2200 LN
16 245 SY
17 4000 SY
18 130 TON
21 4000 SY
24 4400 SY
26 4000 SY
27 4000 SY
28 250 SY
29 250 SY
30 250 SY
33 250 SY
34 250 TON
35 100 SY
36 4 EA
37 8 EA
38 25 EA
45 50 SY
46 50 SY
47 220 SY
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
ZOYSIA
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Project
Name From
Royal Lane Rockwood Ln
Royal Lane
Product Description
SECTION C. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Exhibit F Page 4 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Maid Marion 621 2346 0.40
Pricing
Item #
Est.
Qty.UOM
1 700 LF
2 700 LF
4 700 LF
15 1400 LN
16 160 SY
17 2500 SY
18 81 TON
21 2500 SY
24 2500 SY
26 2200 SY
27 2200 SY
28 250 SY
29 500 SY
30 250 SY
33 250 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 50 SY
47 150 SY
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Project
Name From
Locksley Lane Emerson
Locksley
Product Description
SECTION D. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Exhibit F Page 5 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Lee Dr 544 1723 0.29
Pricing
Item #
Est.
Qty.UOM
1 450 LF
2 450 LF
4 2000 LF
10 200 SY
15 2000 SY
16 300 SY
17 4500 SY
18 146 TON
24 4500 SY
26 4200 SY
27 4200 SY
28 250 SY
29 500 SY
30 500 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 200 SY
47 200 SY BERMUDA SOD
4" CONCRETE SIDEWALK/FIBERS
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
HYDRATED LIME
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
Mack Drive Double Oak
Mack Drive
Product Description
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
SECTION E. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
Exhibit F Page 6 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Longridge 491 1745 0.30
Savannah Trl 155 550 0.09
Pricing
Item #
Est.
Qty.UOM
1 500 LF
2 500 LF
4 1500 LF
15 1500 LN
16 150 SY
21 2100 SY
24 2500 SY
26 2100 SY
27 2100 SY
28 250 SY
29 750 SY
30 250 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 200 SY
47 200 SY
ADJUST MANHOLE AND INSTALL CONCRETE PAD
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
Whitney Ct. Savannah
Product Description
SAW CUT (EXISTING ASPHALT)
Whitney Court East End
SAW CUT (EXISTING CONCRETE)
SECTION F. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
Savannah Trail Whitney Ct
Exhibit F Page 7 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Timberidge 844 2907 0.50
Pricing
Item #
Est.
Qty.UOM
1 400 LF
2 400 LF
4 1000 LF
15 1000 SY
16 500 SY
17 3000 SY
18 98 TON
21 2600 SY
24 3000 SY
26 2600 SY
27 2600 SY
28 500 SY
29 750 SY
30 500 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 200 SY
46 50 SY
47 200 SY
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
ZOYSIA
BERMUDA SOD
HYDRATED LIME
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
REMOVE CONCRETE DRIVEWAY & SIDEWALK
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Foxhollow
Product Description
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
Project
Name From
Fox Hollow St Kenwood
SECTION G. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Exhibit F Page 8 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Fox Hollow 574 1978 0.34
Pricing
Item #
Est.
Qty.UOM
1 300 LF
2 300 LF
4 1200 LF
15 1200 SY
16 300 SY
17 2000 SY
18 65 TON
21 1800 SY
24 2000 SY
26 1800 SY
27 1800 SY
28 500 SY
29 300 SY
30 200 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 130 SY
47 130 SY
ADJUST MANHOLE AND INSTALL CONCRETE PAD
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
Product Description
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
SECTION H. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
Timberidge St Wilderness
Timberidge
Exhibit F Page 9 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Windsor 5232 1962 0.33
Pricing
Item #
Est.
Qty.UOM
1 1000 LF
2 1000 LF
4 250 LF
15 250 LN
16 250 SY
17 5250 SY
18 171 TON
21 4300 SY
24 4500 SY
26 4500 SY
27 4500 SY
28 400 SY
29 250 SY
30 250 SY
33 400 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 200 SY
47 200 SY
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Project
Name From
Westgate Dr Fladger
Westgate Dr.
Product Description
SECTION I. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Exhibit F Page 10 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Aileen 1049 4980 0.85
Pricing
Item #
Est.
Qty.UOM
1 500 LF
2 500 LF
4 2200 LF
15 2200 SY
16 600 SY
17 5000 SY
18 163 TON
21 4500 SY
24 5000 SY
26 4500 SY
27 4500 SY
28 500 SY
29 600 SY
30 300 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 60 SY
47 250 SY
48 50 SY
49 50 SY
50 20 SY
51 150 SY
52 150 SF
53 200 SY
54 2 LS
55 100 SY
58 2 EA
59 2 EA
CONCRETE FLUMES 6" - 11' WIDE W/6" CURBS
10' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
8' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
EXCAVATE EXTRA DEPTH UP TO 6' AND COMPACT COD STANDARDS
5' X 5" JUNCTION BOX (0' TO 6' DEPTH)
CONCRETE RIP-RAP AND DRAINAGE FLUMES 6"
ST. AUGUSTINE SOD
BERMUDA SOD
CONCRETE FLUMES 6" - 7' WIDE W/6" CURBS
CONCRETE STEPS
CONCRETE MEDIANS PATTERNED
4" CONCRETE FLATWORK (COLORED/TEXTURED)
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
Pandhandle St Malone
Panhandle St.
Product Description
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
SECTION J. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
Exhibit F Page 11 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
60 4 EA
61 4 EA
62 2 EA
63 2 EA
64 2 EA
65 2 EA
66 2 EA
67 2 EA
68 2 EA
69 4 EA
70 5 EA
71 5 EA
8' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
6' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
RING & COVER (INLETS 30" LOCKING 124C)
RING & COVER (INLETS 24" LOCKING 124C)
10' INLET -REBUILT INLET (REMOVE & REPLACE TOP)
8' INLET -REBUILT INLET (REMOVE & REPLACE TOP)
6' INLET -REBUILT INLET (REMOVE & REPLACE TOP)
4' INLET -REBUILT INLET (REMOVE & REPLACE TOP)
10' TYPE III WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
8' TYPE III WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
10' TYPE II WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
6' TYPE I WHEEL CHAIR RAMP (ALL WITH ADA BRICK INSERTS)
Exhibit F Page 12 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Pinckney 447 1539 0.26
Pricing
Item #
Est.
Qty.UOM
1 250 LF
2 250 LF
4 1000 LF
15 1000 LN
16 250 SY
17 1600 SY
18 52 TON
21 1400 SY
24 1600 SY
26 1400 SY
27 1400 SY
28 500 SY
29 250 SY
30 100 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
47 150 SY
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
BERMUDA SOD
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
May Street
Product Description
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
SECTION K. NUMBER OF CALENDAR DAYS TO COMPLETE STREET
Project
Name From
May Street Hendrson
Exhibit F Page 13 of 13
Sections A-L: Fill out the number of calendar days needed to complete each street. Total days should not
exceed one calendar year, and must match the number of days referenced in Line Items detail.
# of Days
To Length SY Lane
Miles
Green Lee 2411 2411 0.41
Pricing
Item #
Est.
Qty.UOM
1 600 LF
2 600 LF
4 1300 LF
15 1300 LN
16 150 SY
17 2500 SY
18 81 TON
21 2200 SY
24 2500 SY
26 2200 SY
27 2200 SY
28 500 SY
29 500 SY
30 500 SY
33 500 SY
34 250 TON
35 100 SY
36 10 EA
37 15 EA
38 100 EA
45 50 SY
47 200 SY
ADJUST WATER VALVES AND INSTALL CONCRETE PAD
MISC. SPRINKLER SYSTEM ADJUSTMENTS
ST. AUGUSTINE SOD
BERMUDA SOD
6" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 3/8" STEEL ON 18" CENTERS
8" CONCRETE PAVEMENT (RADIUS, ETC.) WITH 1/2" STEEL ON 18" CENTERS
UNCLASSIFIED EXCAVATION
TYPE I FLEXBASE
COMPACTED FILL/EMBANKMENT
ADJUST MANHOLE AND INSTALL CONCRETE PAD
HYDRATED LIME
REMOVE ASPHALT PAV. AND BASE TO DEPTH 8"
INSTALL 2" TYPE D HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 2" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
INSTALL 4" TYPE B HMAC PAVEMENT (SEE COD DETAIL)
REPAIR BASE FAILURE WITH ASPHALT TO A DEPTH OF 12"
SAW CUT (EXISTING ASPHALT)
SAW CUT (EXISTING CONCRETE)
CONCRETE CURB & GUTTER ( WITH FIBERS)
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE DRIVEWAY & SIDEWALK
INSTALL LIME AT THE PRESCRIBED RATE TO A DEPTH OF 12"
Project
Name From
Ave A Ave A/McCormick
Ave A
Product Description
SECTION L. NUMBER OF CALENDAR DAYS TO COMPLETE STREET