SMART SCALE - ROADWAY AND PEDESTRIAN IMPROVEMENTS
Virginia Department of Transportation 10/27/2026Date Printed:
Schedule of Items Page: 2
Proposal ID: C0000124092M01 0057-120-302, M501
Order No.: B38
Oversight/State Project No.:
Federal Project No.: STP-5120(126)
Contractor:
0001 REGULAR BID ITEMSSECTION:
Cat Alt Set ID: Cat Alt Mbr ID:
Bid AmountUnit Price
Approximate
Quantity and
UnitsDescription
Item ID
Proposal
Line
Number Dollars Cents Dollars Cents
Spec
No.
0010 303SD20-0004
GRADING LUMP SUM _________._____LUMP SUM
303
0020 303SD20-0029
SILTATION CONTROL
EXCAVATION
CY
229.000
____. ____.
303
0030 303SD20-0031
INLET PROTECTION TYPE B EA
12.000
____. ____.
303
0040 303SD20-0034
TEMP. SILT FENCE TYPE A LF
1,047.000
____. ____.
303
0050 305SD20-0011
AGGR. MATL. NO. 25 OR 26 TON
23.000
____. ____.
305
0060 305SD20-0013
AGGR. MATL. NO. 3 TON
1,194.000
____. ____.
305
0070 308SD20-0012
AGGR. BASE MATL. TY. I NO.
21B
TON
1,300.000
____. ____.
308
0080 315SD20-0005
ASPHALT CONCRETE TY. IM-
19.0D CONST
TON
2,133.000
____. ____.
315
0090 315SD20-0008
ASPHALT CONCRETE TY. SM-
9.5D CONST
TON
953.000
____. ____.
315
0100 315SD20-0104
SAW-CUT ASPHALT
CONCRETE (FULL DEPTH)
LF
5,574.000
____. ____.
315
0110 316SD20-0030
CONCRETE ENTRANCE
PAVE. 7"
SY
96.000
____. ____.
316
0120 316SX20-0010
SAW-CUT
HYDR.CEM.CONC.PAVE.
(UNDERLYING HYDR. CEM.
CONC. PAVE.
State Project: 0057-120-302, M501
UPC: 124092
Federal Project: STP-5120(126)
Route: 57
County/City: MARTINSVILLE
Engineer's estimate: $3,427,000.00
Let date: 12/16/2026
Begin: 0.04 Mi W. Of Pine Hall Rd.
End: 0.43 Mi E. Of Pine Hall Rd.
Showing: No Showing
Time limit: 9/3/2027
Last date to post questions: 12/11/2026
The work includes grading (lump sum), siltation control excavation (229 CY), inlet protection type B (12 EA), temporary silt fence type A (1,047 LF), aggregate materials, asphalt concrete types IM-19.0D and SM-9.5D, saw-cutting asphalt concrete (5,574 LF), concrete entrance pavement 7" (96 SY), saw-cutting hydraulic cement concrete pavement (5,574 LF), curb standard CG-2 (377 LF), combined curb and gutter standard CG-6 (249 LF) and radius CG-6 (186 LF), median strip MS-1 (15 SY), concrete class A3 miscellaneous (0.32 CY), CG-12 detectable warning surface (27 SY), hydraulic cement concrete sidewalk 4" (806 SY) and 7" (49 SY), fence FE-CL (57 LF), demolition of flexible pavement (5,254 SY), adjustment of existing valves/boxes/water meters/frames and covers, removal of existing fence (57 LF), allaying dust (120 HR), type 3 barricade 8' (2 EA), temporary sign (1,469 SF), temporary curb ramp (1 EA), pedestrian barricade device (40 LF), group 2 channelizing devices (13,080 DAY), flagger service (2,520 HR), eradication of linear pavement marking (7,492 LF), temporary pavement symbol marking single turn arrow type A (24 EA), temporary pavement marking type D class III 4" (14,331 LF), 6" (103 LF), and 24" (212 LF), traffic control temporary audible information device (2 EA), mobilization (lump sum), field office type I (6 MO), flexible pavement planing above 2"-4" (6,008 SY), construction surveying (lump sum), topsoil class B (48 CY), temporary seed (18 LB), regular seed (48 LB), overseeding (39 LB), legume seed (2 LB), legume overseeding (2 LB), hydraulic erosion control product type 2 (1,089 SY) and type 3 (871 SY), sediment retention roll 18" min (4 LF), fertilizer nitrogen (18 LB), phosphorous (13 LB), potassium (13 LB), lime (0.99 TON), rolled erosion control product EC-2 type 1 (2,503 SY), removal of existing 1 post sign panel (14 EA), relocation of existing 1 post ground mount sign panel (4 EA), sign posts, sign panels (86 SF), type A pavement line marking 4" (6,660 LF) and 24" (489 LF), and pavement symbol marking single turn arrow type B class II (22 EA).
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Source: Virginia Department of Transportation (solicitation B38), retrieved via a public procurement portal. View the official posting, and always confirm requirements and deadlines with the issuing agency.