26_054_LH Attachment B_Project Quantity Sheet.pdf
PDF 505 KB Posted
- Attached to
- 26-054-LH PAVING THE WAY PROJECT 10 (7/16/26)
- Solicitation number
- PE-61100-NONST-2026-000000127
- Issued by
- Bibb County, Georgia
About this file
This is a Project Quantity Sheet for PTW Package 10, detailing pavement rehabilitation work across multiple road segments within a state or local jurisdiction. The project encompasses milling and resurfacing operations on approximately 8.75 miles of roadway, with quantities including 12,164 tons of 12.5 mm Superpave asphalt, 8,846.55 gallons of bituminous tack, and 14,744.26 square yards of roadway patching. Ancillary work items include installation of 77 furnished sewer and storm manhole risers, 47 water valve risers, and traffic signal loop installation at six locations. Striping operations total 126,430 linear feet for centerlines, edge lines, and lane lines, with additional work specified for painted crosswalks (1,775 linear feet), painted stop bars (510 linear feet), painted arrows (14 total), and painted X-hatching (700 linear feet). Roads included in the package vary in pavement condition index ratings from 23 to 78, with widths ranging from 15 to 30 feet.
The project quantities are distributed across multiple road segments with varying levels of work intensity based on existing pavement conditions and structural requirements. Milling quantities correspond directly to the asphalt overlay requirements, with 12.5 mm Superpave asphalt comprising the primary wearing course. No 9.5 mm Superpave asphalt is specified in the total project quantities. Manhole and valve adjustment work totals 77 and 47 units respectively. The quantity sheet provides itemized breakdowns by individual road segments, including specific lineal footage, mileage, width measurements, and corresponding material and labor requirements for each location within the package.
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Other files
| File | Type | Posted |
|---|---|---|
| 26_054_LH Frequently Asked Questions (002).pdf | ||
| 26_054_LH 2026 Paving The Way Project 10_IFB.pdf | ||
| 26_054_LH Attachment A.pdf |
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Text version
PROJECT QUANTITIES SHEET FOR PTW Package 10 ROAD LIST
Road Name From To Column1
Sheraton Dr Arkwright Rd Hall Pl Hall Pl Sheraton Blvd Sheraton Blvd Sheraton Blvd Sheraton Blvd Sheraton Ct
Sheraton Blvd Sheraton Dr Sheraton Dr Sheraton Dr Riverside Dr
Sheraton Dr Riverside Dr Sheraton Dr Sheraton Ct Sheraton Dr Gateway Dr Gateway Dr Sheraton Ct Corporate Pkwy
Corporate Pkwy Riverside Dr Corporate Pkwy Gateway Dr cul-de-sac
Bay Point Dr Dana Dr Leslie Ln Leslie Ln cul-de-sac
Leslie Ln Bay Point Dr cul-de-sac Christophers Trce Dana Dr Kays Ct
Kays Ct Moseley Dixon Rd Kays Ct Christophers Trce cul-de-sac Rainey Rd Moseley Dixon Rd Dana Dr
Dana Dr Dobson Rd Dobson Rd Thomaston Rd
Wesleyan Dr Wesleyan Cir White House Plantation White House Plant Tharpe Dr Tharpe Dr Northside Dr Northside Dr Hillbrooke Ct Hillbrooke Ct Forest Hill Rd Forest Hill Rd Brookford Rd Brookford Rd NNA NNA Wesleyan Hills Dr Wesleyan Hills Dr Bowman Rd
Woodcrest Dr Rivoli Dr Woodcrest Ct Woodcrest Ct cul-de-sac
Woodcrest Ct Woodcrest Dr cul-de-sac
Craddock Way Rivoli Dr end of median Rivoli Dr End of median end of median NNA NNA Chads Ford Ct Chads Ford Ct Lake View Dr N Lake View Dr N Rivoli Ln
Item Unit Quantity Unit Price
Milling TONS 12164.0
Bituminous Tack GAL 8846.55
Roadway Patching SY 14744.26
12.5 mm Superpave Asphalt TONS 12164.0
9.5 mm Superpave Asphalt TONS 0 Install Furnished Sewer
Manhole, Storm Manhole
Risers
EA 77
Install Furnished Water Valve
Risers
EA 47
Manholes (Adjustment) EA 77
Water Valves (Adjustment) EA 47
Traffic Signal Loop Install EA 6
Striping (Center Lines, Edge
Lines, Lane Lines)
LF 126,430
Painted Arrows EA 14
Bike Symbols EA 0
Painted Messages EA 0
Speed Bumps EA 0
Painted Crosswalks LF 1775
Painted Stop Bars LF 510
Painted RR Symbols EA 0
Painted X-Hatching LF 700
Rumble Strips SETS 0
RPMs MILES 6.49
Clipping Grassed Shoulders MILES 0
Total Amount
Road Name From To Miles
Sheraton Dr Arkwright Rd Hall Pl 1.21 Hall Pl Sheraton Blvd 0.24 Sheraton Blvd Sheraton Blvd 0.16 Sheraton Blvd Sheraton Ct 0.30
Sheraton Blvd Sheraton Dr Sheraton Dr 0.31 Sheraton Dr Riverside Dr 0.14
Sheraton Dr Riverside Dr Sheraton Dr 0.12 Sheraton Ct Sheraton Dr Gateway Dr 0.07 Gateway Dr Sheraton Ct Corporate Pkwy 0.23
Corporate Pkwy Riverside Dr 0.16 Corporate Pkwy Gateway Dr cul-de-sac 0.25
0.00 0.00
Bay Point Dr Dana Dr Leslie Ln 0.16 Leslie Ln cul-de-sac 0.17
Leslie Ln Bay Point Dr cul-de-sac 0.15 Christophers Trce Dana Dr Kays Ct 0.09
Kays Ct Moseley Dixon Rd 0.23 Kays Ct Christophers Trce cul-de-sac 0.16 Rainey Rd Moseley Dixon Rd Dana Dr 0.31
Dana Dr Dobson Rd 0.17
Dobson Rd Thomaston Rd 1.14 0.00 0.00
Wesleyan Dr Wesleyan Cir White House Plantation 0.25 White House Plant Tharpe Dr 0.06 Tharpe Dr Northside Dr 0.28 Northside Dr Hillbrooke Ct 0.33 Hillbrooke Ct Forest Hill Rd 0.20 Forest Hill Rd Brookford Rd 0.13 Brookford Rd NNA 0.08 NNA Wesleyan Hills Dr 0.30 Wesleyan Hills Dr Bowman Rd 0.06
0.00 0.00
Woodcrest Dr Rivoli Dr Woodcrest Ct 0.21 Woodcrest Ct cul-de-sac 0.20
Woodcrest Ct Woodcrest Dr cul-de-sac 0.08 0.00 0.00
Craddock Way Rivoli Dr end of median 0.04 Rivoli Dr End of median 0.04 end of median NNA 0.10 NNA Chads Ford Ct 0.41 Chads Ford Ct Lake View Dr N 0.03 Lake View Dr N Rivoli Ln 0.22
8.75
17.18
PROJECT QUANTITIES SHEET FOR PTW Package 10 ROAD LIST
PCI Rating Length (Feet) Length (Miles) Width (Ft)
50 6389 1.21 30 57 1241 0.24 30 45 824 0.16 30 52 1596 0.30 30 31 1641 0.31 35 35 727 0.14 30 34 652 0.12 30 39 356 0.07 28 46 1195 0.23 28 47 841 0.16 28 33 1333 0.25 30
0.00
0.00 34 833 0.16 28 39 887 0.17 28 57 770 0.15 28 39 478 0.09 30 36 1231 0.23 30 37 832 0.16 30 38 1645 0.31 28 31 900 0.17 28 52 6011 1.14 28
0.00
0.00
54 1309 0.25 28 60 298 0.06 28 65 1493 0.28 28 57 1746 0.33 28 56 1077 0.20 28 56 660 0.13 28 54 443 0.08 28 34 1597 0.30 28 23 313 0.06 28
54 1091 0.21 24 47 1073 0.20 28 32 408 0.08 28
0.00
0.00 54 195 0.04 15 62 191 0.04 15 78 505 0.10 28 67 2139 0.41 28 57 147 0.03 28 66 1157 0.22 28
8.75
Total Price
Square Yards Patchwork,SY, E Deep Patch SY, E Asphalt, Tons 12.5 mm, E
21296.67 2129.67 1757.0
4136.67 413.67 341.3
2746.67 274.67 226.6
5320.00 532.00 438.9
6381.67 638.17 526.5
2423.33 242.33 199.9
2173.33 217.33 179.3
1107.56 110.76 91.4
3717.78 371.78 306.7
2616.44 261.64 215.9
4443.33 444.33 366.6
0.00 0.00 0.0
0.00 0.00 0.0
2591.56 259.16 213.8
2759.56 275.96 227.7
2395.56 239.56 197.6
1593.33 159.33 131.5
4103.33 410.33 338.5
2773.33 277.33 228.8
5117.78 511.78 422.2
2800.00 280.00 231.0
18700.89 1870.09 1542.8
0.00 0.00 0.0
0.00 0.00 0.0
4072.44 407.24 336.0
927.11 92.71 76.5
4644.89 464.49 383.2
5432.00 543.20 448.1
3350.67 335.07 276.4
2053.33 205.33 169.4
1378.22 137.82 113.7
4968.44 496.84 409.9
973.78 97.38 80.3
0.00 0.00 0.0
0.00 0.00 0.0
2909.33 290.93 240.0
3338.22 333.82 275.4
1269.33 126.93 104.7
0.00 0.00 0.0
0.00 0.00 0.0
325.00 32.50 26.8
318.33 31.83 26.3
1571.11 157.11 129.6
6654.67 665.47 549.0
457.33 45.73 37.7
3599.56 359.96 297.0
14744.26 12164.0
Asphalt, Tons 9.5 mm, E Tack,Gal, E Milling,Tons, E M.H. (EA), E
1277.80 1757.0 8
248.20 341.3 1
164.80 226.6 0
319.20 438.9 0
382.90 526.5 6
145.40 199.9 0
130.40 179.3 2
66.45 91.4 2
223.07 306.7 6
156.99 215.9 2
266.60 366.6 5
0.00 0.0
0.00 0.0
155.49 213.8 6
165.57 227.7 0
143.73 197.6 6
95.60 131.5 2
246.20 338.5 3
166.40 228.8 4
307.07 422.2 0
168.00 231.0 0
1122.05 1542.8 0
0.00 0.0
0.00 0.0
244.35 336.0 0
55.63 76.5 0
278.69 383.2 0
325.92 448.1 1
201.04 276.4 0
123.20 169.4 0
82.69 113.7 0
298.11 409.9 0
58.43 80.3 0
0.00 0.0
0.00 0.0
174.56 240.0 0
200.29 275.4 5
76.16 104.7 2
0.00 0.0
0.00 0.0
19.50 26.8 2
19.10 26.3 0
94.27 129.6 1
399.28 549.0 8
27.44 37.7 1
215.97 297.0 4
8846.55 12164.0 77
M.H. Risers (EA), E W.V. (EA), E W.V. Risers (EA), E
8 5 5 1 2 2 0 5 5 0 3 3 6 0 0 0 0 0 2 1 1 2 0 0 6 3 3 2 1 1 5 0 0
6 0 0 0 0 0 6 0 0 2 1 1 3 1 1 4 0 0 0 1 1 0 1 1 0 1 1
0 0 0 0 0 0 0 9 9 1 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 3 3
0 3 3 5 0 0 2 0 0
2 1 1 0 0 0 1 0 0 8 1 1 1 1 1 4 2 2
77 47 47
Striping, M (Centerline And Lane Lines)LF, Est. Traffic Signal Loops (EA), E
27,000 1 4,694 0 3,296 0 6,384 0 3,282 0 1,454 0 2,608 1
712 0 2390 0 1682 1 2666 0
0 0 0 0 0 0 0 0 0 0 0 0
6580 0 3600 0
24044 0
5236 0 1192 0 6000 1 7250 1 4308 0 2640 0 1772 0
6,388 0 1252 1
0 0
0 0
0 0 0 0 0 0 0 0 0 0
126,430 6
Painted Arrows(EA), E Bike Symbols(EA),E Painted Messages (EA),E Speed Bumps(EA),E
3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 2 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14 0 0 0
Rumble Strips(SET),E Painted Crosswalks(LF), E Painted Stop Bars(LF), E
0 350 45 0 175 0 0 0 0 0 0 20 0 0 60 0 0 30 0 270 50 0 0 15 0 130 15 0 100 15 0 0 30
0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 0 0 15 0 0 20 0 0 0 0 0 20
0 0 0 0 0 0 0 350 35 0 400 30 0 0 0 0 0 0 0 0 0
0 0 20
0 0 15
0 0 15
0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 15
0 1775 510
RR Symbols(EA), E Painted X-Hatching, LF, E GABC E RPM,M,E
0 150 0 1.21 0 0 0 0.24 0 0 0 0.16 0 0 0 0.30 0 0 0 0.31 0 250 0 0.14 0 50 0 0.12 0 0 0 0.07 0 0 0 0.23 0 0 0 0.16 0 0 0 0.25
0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.31 0 0 0 0.17 0 0 0 1.14
0.00
0.00
0 0 0 0.25 0 0 0 0.06 0 150 0 0.28 0 100 0 0.33 0 0 0 0.20 0 0 0 0.13 0 0 0 0.08 0 0 0 0.30 0 0 0 0.06
0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0.00
0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 700 0 6.49
Clip Grass Shoulders, Miles, Est.
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00
0.00 0.00 0.00 0.00 0.00
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