Fed/State Project Number: IMY-0035-4(215)151 |
Project: 24217(04) |
Category: 0100/ROADWAY |
0001 |
CLEARING AND GRUBBING |
201(A) 0102 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$21,501.27 |
$0.00 |
$21,501.28 |
0002 |
UNCLASSIFIED EXCAVATION |
202(A) 0183 |
CY |
85,082.000 |
85,082.000 |
|
85,082.000 |
$4.11 |
$0.00 |
$349,687.02 |
0003 |
UNCLASSIFIED BORROW |
202(D) 0184 |
CY |
107,672.000 |
107,672.000 |
-0.800 |
107,672.000 |
$4.11 |
$-3.29 |
$442,531.92 |
0004 |
TYPE A-SALVAGED TOPSOIL |
205(A) 4229 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$42,929.58 |
$0.00 |
$42,929.59 |
0005 |
TEMPORARY SILT FENCE |
221(C) 2801 |
LF |
20,010.000 |
8,727.000 |
|
8,727.000 |
$2.59 |
$0.00 |
$22,602.93 |
0006 |
TEMPORARY SEDIMENT FILTER |
221(D) 2803 |
EA |
6.000 |
0.000 |
|
0.000 |
$218.21 |
$0.00 |
$0.00 |
0007 |
TEMPORARY SEDIMENT BASIN |
221(E) 2804 |
EA |
5.000 |
0.000 |
|
0.000 |
$690.33 |
$0.00 |
$0.00 |
0008 |
TEMPORARY SILT DIKE |
221(F) 0100 |
LF |
1,048.000 |
168.000 |
|
168.000 |
$7.10 |
$0.00 |
$1,192.80 |
0009 |
SOLID SLAB SODDING |
230(A) 2806 |
SY |
147,411.000 |
187,515.800 |
|
187,515.800 |
$1.21 |
$0.00 |
$226,894.12 |
0010 |
WATERING |
230(F) 2812 |
KGAL |
5,896.000 |
961.000 |
0.000 |
0.000 |
$4.99 |
$0.00 |
$0.00 |
0011 |
SEEDING METHOD A |
232(A) 2813 |
AC |
3.800 |
0.000 |
|
0.000 |
$786.56 |
$0.00 |
$0.00 |
0012 |
MOWING |
241 2832 |
AC |
50.000 |
0.000 |
|
0.000 |
$72.07 |
$0.00 |
$0.00 |
0013 |
FLY ASH |
307(A) 4200 |
TON |
2,893.000 |
2,725.400 |
0.010 |
2,725.400 |
$64.39 |
$0.64 |
$175,488.50 |
0014 |
CEMENTITIOUS STABILIZED SUBGRADE |
307(E) 4240 |
SY |
53,556.000 |
52,975.830 |
48.400 |
52,975.830 |
$1.84 |
$89.06 |
$97,475.56 |
0015 |
TRAFFIC BOUND SURFACE COURSE TYPE E |
402(E) 0225 |
TON |
492.000 |
448.310 |
|
448.310 |
$23.91 |
$0.00 |
$10,719.09 |
0016 |
TACK COAT |
407(B) 0250 |
GAL |
10,964.000 |
3,387.500 |
|
3,387.500 |
$2.66 |
$0.00 |
$9,010.75 |
0017 |
PRIME COAT |
408 5774 |
GAL |
11,895.000 |
0.000 |
|
0.000 |
$7.86 |
$0.00 |
$0.00 |
0018 |
SUPERPAVE, TYPE S3(PG 64-22 OK) |
411(B) 5945 |
TON |
16,204.000 |
17,344.900 |
|
17,344.900 |
$66.45 |
$0.00 |
$1,152,568.61 |
0019 |
SUPERPAVE, TYPE S4(PG 64-22 OK) |
411(C) 5960 |
TON |
3,006.000 |
3,765.620 |
0.000 |
3,765.620 |
$79.15 |
$0.00 |
$298,048.83 |
0020 |
RUMBLE STRIP-METHOD PCC-CON |
413(C) 4868 |
LF |
2,000.000 |
1,997.000 |
|
1,997.000 |
$3.54 |
$0.00 |
$7,069.38 |
0021 |
P.C.CONCRETE PAVEMENT(PLACEMENT) |
414(A) 0210 |
SY |
5,450.000 |
5,725.680 |
-15.630 |
5,725.680 |
$16.34 |
$-255.39 |
$93,557.62 |
0022 |
DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) |
414(B) 5725 |
SY |
17,046.000 |
16,670.290 |
67.190 |
16,670.290 |
$16.34 |
$1,097.88 |
$272,392.53 |
0023 |
P.C. CONCRETE FOR PAVEMENT |
414(G) 5275 |
CY |
5,312.000 |
5,287.930 |
13.430 |
5,287.930 |
$112.92 |
$1,516.52 |
$597,113.06 |
0024 |
STRUCTURAL EXCAVATION UNCLASSIFIED |
501(A) 0313 |
CY |
144.000 |
141.250 |
|
141.250 |
$5.91 |
$0.00 |
$834.79 |
0025 |
CLASS AA CONCRETE |
509(A) 0319 |
CY |
502.000 |
427.890 |
-8.350 |
427.890 |
$377.65 |
$-3,153.38 |
$161,592.65 |
0026 |
CLASS C CONCRETE |
509(D) 1331 |
CY |
815.000 |
800.880 |
|
800.880 |
$323.98 |
$0.00 |
$259,469.11 |
0027 |
REINFORCING STEEL |
511(A) 0332 |
LB |
107,985.000 |
96,423.700 |
-4,498.700 |
96,423.700 |
$1.06 |
$-4,768.62 |
$102,209.13 |
0028 |
TYPE I-A PLAIN RIPRAP |
601(B) 0536 |
TON |
735.000 |
738.380 |
-42.810 |
738.380 |
$31.59 |
$-1,352.37 |
$23,325.42 |
0029 |
TYPE I-A FILTER BLANKET |
601(C) 0538 |
TON |
189.000 |
179.730 |
|
179.730 |
$23.73 |
$0.00 |
$4,264.99 |
0030 |
6" CONCRETE DRIVEWAY |
610(B) 0604 |
SY |
986.000 |
985.050 |
-0.070 |
985.050 |
$37.80 |
$-2.65 |
$37,234.89 |
0031 |
INLET GPI TYPE 2 (DES. 8) |
611(G) 5334 |
EA |
1.000 |
1.000 |
|
1.000 |
$4,114.78 |
$0.00 |
$4,114.78 |
0032 |
INLET GPI TYPE 2 (DES. 10) |
611(G) 5336 |
EA |
1.000 |
1.000 |
|
1.000 |
$4,364.64 |
$0.00 |
$4,364.64 |
0033 |
ADDITIONAL DEPTH IN INLET |
611(H) 5196 |
VF |
2.210 |
2.000 |
|
2.000 |
$249.87 |
$0.00 |
$499.74 |
0034 |
24" R.C.PIPE CLASS III |
613(A) 0492 |
LF |
104.000 |
104.000 |
|
104.000 |
$147.39 |
$0.00 |
$15,328.56 |
0035 |
36" R.C.PIPE CLASS V |
613(A) 0597 |
LF |
192.000 |
192.000 |
|
192.000 |
$206.57 |
$0.00 |
$39,661.44 |
0036 |
18" CORR. GALV. STEEL PIPE |
613(B) 0689 |
LF |
635.000 |
635.000 |
|
635.000 |
$55.24 |
$0.00 |
$35,077.40 |
0037 |
24" CORR. GALV. STEEL PIPE |
613(B) 0690 |
LF |
70.000 |
70.000 |
|
70.000 |
$136.60 |
$0.00 |
$9,562.00 |
0038 |
6" PERFORATED PIPE UNDERDRAIN ROUND |
613(H) 0450 |
LF |
100.000 |
0.000 |
|
0.000 |
$16.00 |
$0.00 |
$0.00 |
0039 |
6" NON-PERF.PIPE UNDERDRAIN RND. |
613(I) 1096 |
LF |
100.000 |
0.000 |
|
0.000 |
$16.00 |
$0.00 |
$0.00 |
0040 |
18" PREFAB. CULVERT END SECTION, ROUND |
613(L) 5726 |
EA |
2.000 |
2.000 |
|
2.000 |
$491.80 |
$0.00 |
$983.60 |
0041 |
TYPE A4 CULVERT END TREATMENT |
613(M) 7186 |
EA |
20.000 |
20.000 |
|
20.000 |
$1,270.95 |
$0.00 |
$25,419.00 |
0042 |
TYPE B4 CULVERT END TREATMENT |
613(M) 7187 |
EA |
2.000 |
2.000 |
|
2.000 |
$1,254.44 |
$0.00 |
$2,508.88 |
0043 |
REMOVAL OF STRUCTURES & OBSTRUCTIONS |
619(A) 0920 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$26,922.02 |
$0.00 |
$26,922.01 |
0044 |
REMOVAL OF CURB AND GUTTER |
619(B) 4726 |
LF |
2,158.000 |
2,156.920 |
|
2,156.920 |
$4.73 |
$0.00 |
$10,202.23 |
0045 |
REMOVAL OF CONCRETE PAVEMENT |
619(B) 4727 |
SY |
10,679.000 |
15,316.250 |
0.010 |
15,316.250 |
$3.47 |
$0.03 |
$53,147.38 |
0046 |
REMOVAL OF ASPHALT PAVEMENT |
619(B) 4728 |
SY |
26,410.000 |
21,930.920 |
-3,889.680 |
21,930.920 |
$2.14 |
$-8,323.92 |
$46,932.17 |
0047 |
REMOVAL OF CONCRETE DRIVEWAY |
619(B) 4766 |
SY |
814.000 |
814.140 |
|
814.140 |
$5.43 |
$0.00 |
$4,420.78 |
0048 |
REMOVAL OF CONCRETE DITCH LINER |
619(B) 5881 |
LF |
506.000 |
725.280 |
251.000 |
725.280 |
$4.11 |
$1,031.61 |
$2,980.90 |
0049 |
SAWING PAVEMENT |
619(C) 0924 |
LF |
1,580.000 |
9,526.000 |
|
9,526.000 |
$2.36 |
$0.00 |
$22,481.36 |
0050 |
(PL)GUARDRAIL CURBING |
623 0100 |
EA |
4.000 |
4.000 |
|
4.000 |
$886.04 |
$0.00 |
$3,544.16 |
0051 |
BEAM GUARDRAIL W-BEAM SINGLE |
623(A) 0932 |
LF |
1,350.000 |
1,350.000 |
|
1,350.000 |
$17.72 |
$0.00 |
$23,922.00 |
0052 |
GUARDRAIL ANCHOR UNIT (TYPE B) |
623(F) 4447 |
EA |
7.000 |
7.000 |
|
7.000 |
$590.70 |
$0.00 |
$4,134.90 |
0053 |
GUARDRAIL END TREATMENT (GET) |
623(G) 8571 |
EA |
3.000 |
3.000 |
|
3.000 |
$2,658.12 |
$0.00 |
$7,974.36 |
0054 |
GUARDRAIL BRIDGE CONNECTION-TYPE A |
623(I) 8675 |
EA |
4.000 |
4.000 |
|
4.000 |
$1,476.73 |
$0.00 |
$5,906.92 |
0055 |
FENCE-STYLE WWF |
624(A) 4281 |
LF |
2,381.000 |
2,306.000 |
|
2,306.000 |
$4.61 |
$0.00 |
$10,630.66 |
0056 |
FENCE-STYLE SWF (3 BARBED WIRE) |
624(C) 4457 |
LF |
126.000 |
131.000 |
|
131.000 |
$3.39 |
$0.00 |
$444.09 |
0057 |
FENCE-STYLE SWF (4 BARBED WIRE) |
624(C) 4458 |
LF |
2,943.000 |
2,838.000 |
|
2,838.000 |
$3.60 |
$0.00 |
$10,216.80 |
0058 |
FENCE-STYLE SWF (5 BARBED WIRE) |
624(C) 4459 |
LF |
2,121.000 |
2,086.000 |
|
2,086.000 |
$3.78 |
$0.00 |
$7,885.08 |
0059 |
FENCE-STYLE CLF (4'HIGH, CLASS B) |
624(E) 4289 |
LF |
270.000 |
233.700 |
|
233.700 |
$53.16 |
$0.00 |
$12,423.50 |
0060 |
GATES-STYLE CLF (4'HIGH X 12'LONG) |
624(F) 5847 |
EA |
2.000 |
0.000 |
|
0.000 |
$1,181.39 |
$0.00 |
$0.00 |
0061 |
REMOVE AND RECONSTRUCT FENCE |
625(B) 1252 |
LF |
241.000 |
0.000 |
|
0.000 |
$47.26 |
$0.00 |
$0.00 |
0062 |
MAILBOX INSTALLATION-SINGLE |
629(A) 4958 |
EA |
2.000 |
1.000 |
|
1.000 |
$179.71 |
$0.00 |
$179.71 |
0063 |
MAILBOX INSTALLATION-MULTIPLE |
629(B) 4959 |
EA |
1.000 |
0.000 |
|
0.000 |
$359.41 |
$0.00 |
$0.00 |
0064 |
MAILBOX |
629(C) 4960 |
EA |
4.000 |
1.000 |
|
1.000 |
$44.93 |
$0.00 |
$44.93 |
0065 |
REMOVAL OF MAILBOX INSTALLATION |
629(D) 4961 |
EA |
5.000 |
3.000 |
|
3.000 |
$8.99 |
$0.00 |
$26.97 |
8005 |
FUEL PRICE ADJUSTMENT |
109 1175 |
LSUM |
0.000 |
1.000 |
1.000 |
1.000 |
$6,542.76 |
$6,542.76 |
$6,542.76 |
8006 |
ASPHALT BINDER PRICE ADJUSTMENT |
109 1150 |
LSUM |
0.000 |
1.000 |
1.000 |
1.000 |
$7,985.99 |
$7,985.99 |
$7,985.99 |
8007 |
ADJUSTMENT FOR NON-CONFORMING MATERIALS |
105 2100 |
LSUM |
0.000 |
1.000 |
1.000 |
1.000 |
$-9,783.59 |
$-9,783.59 |
$-9,783.59 |
8008 |
UNCLASSIFIED EXCAVATION |
202(A) 0183 |
CY |
0.000 |
13,531.480 |
13,531.480 |
13,531.480 |
$4.11 |
$55,614.38 |
$55,614.38 |
Subtotals For Category 0100/ROADWAY |
$46,235.66 |
$4,862,015.06 |
|
Fed/State Project Number: IMY-0035-4(215)151 |
Project: 24217(04) |
Category: 0200/BRIDGE 'A' |
0066 |
SUBSTRUCTURE EXCAVATION COMMON |
501(B) 1307 |
CY |
160.000 |
160.000 |
|
160.000 |
$11.81 |
$0.00 |
$1,889.60 |
0067 |
SUBSTRUCTURE EXCAVATION ROCK |
501(C) 1308 |
CY |
48.000 |
48.000 |
|
48.000 |
$41.35 |
$0.00 |
$1,984.80 |
0068 |
CLSM BACKFILL |
501(G) 6309 |
CY |
255.000 |
395.370 |
|
395.370 |
$112.00 |
$0.00 |
$44,281.44 |
0069 |
PRESTRESSED CONCRETE BEAMS (TYPE IV) |
503(A) 1313 |
LF |
1,355.000 |
1,355.000 |
|
1,355.000 |
$212.90 |
$0.00 |
$288,479.50 |
0070 |
APPROACH SLAB |
504(A) 1304 |
SY |
374.400 |
374.400 |
|
374.400 |
$158.37 |
$0.00 |
$59,293.73 |
0071 |
SAW-CUT GROOVING |
504(B) 1305 |
SY |
2,016.000 |
2,016.000 |
|
2,016.000 |
$4.25 |
$0.00 |
$8,568.00 |
0072 |
SEALED EXPANSION JOINT |
504(C) 6250 |
LF |
55.800 |
55.800 |
55.800 |
55.800 |
$230.50 |
$12,861.90 |
$12,861.90 |
0073 |
CONCRETE RAIL (TR4) |
504(D) 6245 |
LF |
672.000 |
672.000 |
|
672.000 |
$66.77 |
$0.00 |
$44,869.44 |
0074 |
STRUCTURAL STEEL |
506(A) 1322 |
LB |
9,280.000 |
9,280.000 |
|
9,280.000 |
$2.29 |
$0.00 |
$21,251.20 |
0075 |
WEATHERING STEEL FIXED BEARING ASSEMBLY |
507(A) 6172 |
EA |
10.000 |
10.000 |
|
10.000 |
$727.03 |
$0.00 |
$7,270.30 |
0076 |
WEATHERING STEEL EXPANSION BEARING ASSEMBLY |
507(B) 6176 |
EA |
30.000 |
30.000 |
|
30.000 |
$745.95 |
$0.00 |
$22,378.50 |
0077 |
CLASS AA CONCRETE |
509(A) 1326 |
CY |
423.100 |
423.100 |
|
423.100 |
$646.66 |
$0.00 |
$273,601.85 |
0078 |
CLASS A CONCRETE |
509(B) 1328 |
CY |
329.500 |
329.500 |
|
329.500 |
$601.24 |
$0.00 |
$198,108.58 |
0079 |
SLOPE WALL (5") |
510(C) 6138 |
SY |
1,175.000 |
1,327.050 |
|
1,327.050 |
$75.24 |
$0.00 |
$99,847.24 |
0080 |
REINFORCING STEEL |
511(A) 1332 |
LB |
2,120.000 |
2,120.000 |
|
2,120.000 |
$0.72 |
$0.00 |
$1,526.40 |
0081 |
EPOXY COATED REINFORCING STEEL |
511(B) 6010 |
LB |
133,590.000 |
133,590.000 |
|
133,590.000 |
$0.85 |
$0.00 |
$113,551.50 |
0082 |
WATER REPELLENT (VISUALLY INSPECTED) |
515(A) 6013 |
SY |
1,464.000 |
1,464.000 |
|
1,464.000 |
$3.84 |
$0.00 |
$5,621.76 |
0083 |
DRILLED SHAFTS 30" DIAMETER |
516(A) 6091 |
LF |
169.000 |
169.800 |
0.800 |
169.800 |
$279.70 |
$223.76 |
$47,493.06 |
0084 |
DRILLED SHAFTS 60" DIAMETER |
516(A) 6096 |
LF |
132.000 |
132.460 |
0.460 |
132.460 |
$807.12 |
$371.28 |
$106,911.12 |
0085 |
SEALER CRACK PREPARATION |
523(A) 6550 |
LF |
109.500 |
109.500 |
|
109.500 |
$4.73 |
$0.00 |
$517.94 |
0086 |
SEALER RESIN |
523(B) 6560 |
GAL |
2.000 |
2.000 |
|
2.000 |
$118.14 |
$0.00 |
$236.28 |
0087 |
6" PERFORATED PIPE UNDERDRAIN ROUND |
613(H) 6204 |
LF |
248.000 |
262.000 |
14.000 |
262.000 |
$33.51 |
$469.14 |
$8,779.62 |
0088 |
6" NON-PERF.PIPE UNDERDRAIN RND. |
613(I) 6207 |
LF |
59.000 |
59.000 |
|
59.000 |
$101.93 |
$0.00 |
$6,013.87 |
0089 |
REMOVAL OF EXISTING BRIDGE STRUCTURE |
619(D) 1397 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$40,933.36 |
$0.00 |
$40,933.36 |
8003 |
SPECIAL CONCRETE FINISH |
509 6153 |
LSUM |
0.000 |
1.000 |
|
1.000 |
$21,273.48 |
$0.00 |
$21,273.48 |
Subtotals For Category 0200/BRIDGE 'A' |
$13,926.08 |
$1,437,544.47 |
|
Fed/State Project Number: IMY-0035-4(215)151 |
Project: 24217(04) |
Category: 0300/TRAFFIC CONTROL |
0095 |
CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) |
857(A) 8839 |
LF |
13,050.000 |
30,850.000 |
|
30,850.000 |
$0.45 |
$0.00 |
$13,882.50 |
0096 |
REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) |
857(C) 8851 |
LF |
4,500.000 |
0.000 |
|
0.000 |
$1.80 |
$0.00 |
$0.00 |
0097 |
(PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 |
857(E) 8890 |
EA |
8,500.000 |
2,498.000 |
|
2,498.000 |
$0.90 |
$0.00 |
$2,248.20 |
0098 |
PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) |
857(F) 8006 |
LF |
6,000.000 |
25,837.000 |
|
25,837.000 |
$0.90 |
$0.00 |
$23,253.30 |
0099 |
(SP)CONST.ZONE IMPACT ATTEN. |
871(B) 8705 |
SD |
450.000 |
0.000 |
|
0.000 |
$17.97 |
$0.00 |
$0.00 |
0100 |
(PL)TRUCK MOUNTED ATTENUATOR |
876(A) 8482 |
SD |
360.000 |
4.000 |
|
4.000 |
$17.97 |
$0.00 |
$71.88 |
0101 |
DELIVER PORTABLE LONGITUDINAL BARRIER |
877(B) 8484 |
LF |
1,633.000 |
0.000 |
|
0.000 |
$14.49 |
$0.00 |
$0.00 |
0102 |
RELOCATION OF PORTABLE LONGITUDINAL BARRIER |
877(C) 8486 |
LF |
1,200.000 |
2,287.500 |
|
2,287.500 |
$3.15 |
$0.00 |
$7,205.63 |
0103 |
ARROW DISPLAY(TYPE C) |
880(A) 8812 |
SD |
360.000 |
49.000 |
|
49.000 |
$10.78 |
$0.00 |
$528.22 |
0104 |
CONSTRUCTION SIGNS 0 TO 6.25 SF |
880(B) 8818 |
SD |
12,600.000 |
9,468.000 |
|
9,468.000 |
$0.09 |
$0.00 |
$852.12 |
0105 |
CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF |
880(B) 8821 |
SD |
14,100.000 |
4,269.000 |
-26.000 |
4,269.000 |
$0.09 |
$-2.34 |
$384.21 |
0106 |
CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF |
880(B) 8824 |
SD |
12,000.000 |
9,354.000 |
112.000 |
9,354.000 |
$0.09 |
$10.08 |
$841.86 |
0107 |
CONSTRUCTION BARRICADES(TYPE III) |
880(C) 8842 |
SD |
14,700.000 |
2,180.000 |
-42.000 |
2,180.000 |
$0.09 |
$-3.78 |
$196.20 |
0108 |
WING BARRICADES |
880(C) 8848 |
SD |
2,400.000 |
2,280.000 |
|
2,280.000 |
$0.09 |
$0.00 |
$205.20 |
0109 |
VERTICAL PANELS |
880(D) 8854 |
SD |
13,500.000 |
637.000 |
|
637.000 |
$0.09 |
$0.00 |
$57.33 |
0110 |
WARNING LIGHTS(TYPE A) |
880(E) 8860 |
SD |
37,800.000 |
14,261.000 |
|
14,261.000 |
$0.09 |
$0.00 |
$1,283.49 |
0111 |
DRUMS |
880(F) 8878 |
SD |
43,500.000 |
5,375.000 |
|
5,375.000 |
$0.09 |
$0.00 |
$483.75 |
0112 |
CHANNELIZER CONES |
880(G) 8890 |
SD |
34,500.000 |
37,291.000 |
108.000 |
37,291.000 |
$0.09 |
$9.72 |
$3,356.19 |
0113 |
FLAGGER |
880(I) 8902 |
SD |
300.000 |
0.000 |
|
0.000 |
$181.94 |
$0.00 |
$0.00 |
0114 |
PORT.CHANGEABLE MESSAGE SIGN |
882(A) 8306 |
SD |
1,200.000 |
253.000 |
|
253.000 |
$8.99 |
$0.00 |
$2,274.47 |
8000 |
DELIVER PORTABLE LONGITUDINAL BARRIER |
877(B) 8484 |
LF |
0.000 |
4,000.000 |
|
4,000.000 |
$26.50 |
$0.00 |
$106,000.00 |
8004 |
CONSTRUCTION TRAFFIC CONTROL |
880(J) 8905 |
LSUM |
0.000 |
1.000 |
|
1.000 |
$1,375.15 |
$0.00 |
$1,375.15 |
Subtotals For Category 0300/TRAFFIC CONTROL |
$13.68 |
$164,499.70 |
|
Fed/State Project Number: IMY-0035-4(215)151 |
Project: 24217(04) |
Category: 0301/TRAFFIC |
0115 |
CLASS C CONCRETE |
509(D) 0325 |
CY |
15.300 |
13.660 |
|
13.660 |
$295.34 |
$0.00 |
$4,034.34 |
0116 |
STRUCTURAL CONCRETE |
804(A) 2915 |
CY |
15.870 |
17.310 |
0.590 |
17.310 |
$92.86 |
$54.79 |
$1,607.41 |
0117 |
REINFORCING STEEL |
804(B) 2916 |
LB |
1,206.000 |
1,801.000 |
130.000 |
1,801.000 |
$0.77 |
$100.10 |
$1,386.77 |
0118 |
(PL)REMOVAL OF EXISTING SIGNS |
805(A) 8722 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$1,797.06 |
$0.00 |
$1,797.06 |
0119 |
SHEET ALUMINUM SIGNS |
850(A) 8110 |
SF |
262.140 |
300.060 |
18.000 |
300.060 |
$25.16 |
$452.88 |
$7,549.51 |
0120 |
EXTRUDED ALUMINUM PANEL SIGNS |
850(B) 8112 |
SF |
32.500 |
100.000 |
67.500 |
100.000 |
$53.91 |
$3,638.93 |
$5,391.01 |
0121 |
4"@13 GALV.STEEL WIDE FLANGE BEAM POST |
851(A) 3206 |
LF |
30.050 |
55.600 |
27.000 |
55.600 |
$52.12 |
$1,407.24 |
$2,897.87 |
0122 |
3"@7.58 GALV.STEEL PIPE POST |
851(B) 3218 |
LF |
68.000 |
66.600 |
|
66.600 |
$37.74 |
$0.00 |
$2,513.48 |
0123 |
2" SQUARE TUBE POST |
851(C) 8324 |
LF |
247.000 |
351.700 |
9.700 |
351.700 |
$10.78 |
$104.57 |
$3,791.33 |
0124 |
2 1/2" SQUARE TUBE POST |
851(C) 8330 |
LF |
124.000 |
113.900 |
|
113.900 |
$12.58 |
$0.00 |
$1,432.86 |
0125 |
TRAFFIC STRIPE(PLASTIC)(ARROWS) |
855(B) 8818 |
EA |
6.000 |
9.000 |
|
9.000 |
$179.71 |
$0.00 |
$1,617.39 |
0126 |
TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) |
856(A) 8530 |
LF |
29,510.000 |
45,048.000 |
302.000 |
45,048.000 |
$0.90 |
$271.80 |
$40,543.20 |
0127 |
TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) |
856(A) 8540 |
LF |
1,125.000 |
5,280.250 |
|
5,280.250 |
$3.14 |
$0.00 |
$16,579.99 |
0128 |
TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) |
856(A) 8548 |
LF |
3,785.000 |
4,128.500 |
|
4,128.500 |
$3.59 |
$0.00 |
$14,821.32 |
0129 |
TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) |
856(A) 8555 |
LF |
92.000 |
86.000 |
|
86.000 |
$17.97 |
$0.00 |
$1,545.42 |
0130 |
SAND FILLED IMPACT ATTENUATION MODULE |
870(A) 8011 |
EA |
38.000 |
38.000 |
|
38.000 |
$530.13 |
$0.00 |
$20,144.94 |
Subtotals For Category 0301/TRAFFIC |
$6,030.31 |
$127,653.90 |
|