| Fed/State Project Number: STP-149D(124)CI |
Project: 25417(04) |
Category: 0100/ROADWAY |
| 0001 |
CLEARING AND GRUBBING |
201(A) 0102 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$95,000.00 |
$0.00 |
$95,000.00 |
| 0002 |
UNCLASSIFIED EXCAVATION |
202(A) 0183 |
CY |
22,135.000 |
21,162.000 |
-973.000 |
21,162.000 |
$7.72 |
$-7,511.56 |
$163,370.64 |
| 0003 |
ROCK EXCAVATION |
202(C) 0182 |
CY |
16,085.000 |
16,085.000 |
|
16,085.000 |
$8.58 |
$0.00 |
$138,009.30 |
| 0004 |
TYPE A-SALVAGED TOPSOIL |
205(A) 4229 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$32,000.00 |
$0.00 |
$32,000.00 |
| 0005 |
OBLITERATING ABANDONED ROAD |
210 0121 |
LF |
400.000 |
400.000 |
|
419.000 |
$6.43 |
$0.00 |
$2,694.17 |
| 0006 |
TEMPORARY SILT FENCE |
221(C) 2801 |
LF |
7,699.000 |
7,699.000 |
-4,601.000 |
3,813.000 |
$1.80 |
$-8,281.80 |
$6,863.40 |
| 0007 |
TEMPORARY SILT DIKE |
221(F) 0100 |
LF |
828.000 |
828.000 |
|
366.000 |
$5.62 |
$0.00 |
$2,056.92 |
| 0008 |
SOLID SLAB SODDING |
230(A) 2806 |
SY |
52,135.000 |
52,135.000 |
|
46,400.000 |
$1.30 |
$0.00 |
$60,320.00 |
| 0009 |
VEGETATIVE MULCHING |
233(A) 2817 |
AC |
11.000 |
11.000 |
|
0.000 |
$189.00 |
$0.00 |
$0.00 |
| 0010 |
AGGREGATE BASE TYPE A |
303(A) 2100 |
CY |
9,330.000 |
9,330.000 |
266.300 |
9,129.300 |
$34.00 |
$9,054.20 |
$310,396.20 |
| 0011 |
SEPARATOR FABRIC |
325 5271 |
SY |
45,026.000 |
45,026.000 |
|
44,955.380 |
$1.18 |
$0.00 |
$53,047.35 |
| 0012 |
GEOGRID REINFORCEMENT |
326(B) 0100 |
SY |
6,950.000 |
6,950.000 |
34.660 |
3,144.610 |
$3.33 |
$115.42 |
$10,471.55 |
| 0013 |
TRAFFIC BOUND SURFACE COURSE TYPE E |
402(E) 0225 |
TON |
2,808.000 |
2,808.000 |
1,613.950 |
2,593.980 |
$18.85 |
$30,422.96 |
$48,896.53 |
| 0014 |
TACK COAT |
407(B) 0250 |
GAL |
4,722.000 |
4,722.000 |
1,777.360 |
3,525.000 |
$3.82 |
$6,789.52 |
$13,465.50 |
| 0015 |
PRIME COAT |
408 5774 |
GAL |
16,448.000 |
16,448.000 |
-5,334.610 |
6,527.400 |
$2.00 |
$-10,669.22 |
$13,054.80 |
| 0016 |
SUPERPAVE, TYPE S3(PG 64-22 OK) |
411(B) 5945 |
TON |
13,138.000 |
13,138.000 |
871.480 |
12,860.570 |
$65.50 |
$57,081.94 |
$842,367.34 |
| 0017 |
SUPERPAVE, TYPE S4(PG 64-22 OK) |
411(C) 5960 |
TON |
4,414.000 |
4,414.000 |
2,041.170 |
4,514.480 |
$83.26 |
$169,947.81 |
$375,875.60 |
| 0018 |
COLD MILLING PAVEMENT |
412 5267 |
SY |
27,855.000 |
37,493.150 |
444.440 |
27,402.990 |
$1.40 |
$622.22 |
$38,364.19 |
| 0019 |
STRUCTURAL EXCAVATION UNCLASSIFIED |
501(A) 0313 |
CY |
600.000 |
600.000 |
-93.460 |
96.640 |
$7.71 |
$-720.58 |
$745.09 |
| 0020 |
CLSM BACKFILL |
501(G) 6309 |
CY |
4.000 |
4.000 |
0.000 |
4.000 |
$131.00 |
$0.00 |
$524.00 |
| 0021 |
CLASS AA CONCRETE |
509(A) 0319 |
CY |
221.000 |
221.000 |
|
242.100 |
$294.89 |
$0.00 |
$71,392.87 |
| 0022 |
CLASS C CONCRETE |
509(D) 0325 |
CY |
316.000 |
316.000 |
16.780 |
349.160 |
$252.05 |
$4,229.40 |
$88,005.78 |
| 0023 |
REINFORCING STEEL |
511(A) 0332 |
LB |
33,080.000 |
33,080.000 |
2,940.000 |
35,940.000 |
$0.95 |
$2,793.00 |
$34,143.00 |
| 0024 |
TYPE I PLAIN RIPRAP |
601(A) 0297 |
TON |
398.000 |
398.000 |
|
439.480 |
$43.61 |
$0.00 |
$19,165.72 |
| 0025 |
COMBINED CURB & GUTTER (6" BARRIER) |
609(B) 0383 |
LF |
3,000.000 |
3,000.000 |
|
3,010.000 |
$15.23 |
$0.00 |
$45,842.30 |
| 0026 |
6" CONCRETE DRIVEWAY |
610(B) 0604 |
SY |
59.000 |
59.000 |
-18.910 |
31.090 |
$52.50 |
$-992.78 |
$1,632.22 |
| 0027 |
MANHOLE (6' DIAMETER) |
611(A) 2659 |
EA |
1.000 |
1.000 |
|
2.000 |
$5,000.00 |
$0.00 |
$10,000.00 |
| 0028 |
INLET CI DES. 2 (STD) |
611(G) 5112 |
EA |
2.000 |
2.000 |
|
2.000 |
$3,000.00 |
$0.00 |
$6,000.00 |
| 0029 |
INLET CI DES. 3 (STD) |
611(G) 5120 |
EA |
2.000 |
2.000 |
|
2.000 |
$5,000.00 |
$0.00 |
$10,000.00 |
| 0030 |
INLET W/SMALL JCT. BOX, CI, DES.2 |
611(G) 5970 |
EA |
2.000 |
2.000 |
|
2.000 |
$5,000.00 |
$0.00 |
$10,000.00 |
| 0031 |
INLET (SMD-TYPE 2B) |
611(G) 6006 |
EA |
2.000 |
2.000 |
|
2.000 |
$4,000.00 |
$0.00 |
$8,000.00 |
| 0032 |
18" R.C.PIPE CLASS III |
613(A) 0491 |
LF |
310.000 |
310.000 |
|
340.000 |
$54.78 |
$0.00 |
$18,625.20 |
| 0033 |
24" R.C.PIPE CLASS III |
613(A) 0492 |
LF |
84.000 |
84.000 |
10.000 |
82.000 |
$71.29 |
$712.90 |
$5,845.78 |
| 0034 |
30" R.C.PIPE CLASS III |
613(A) 0493 |
LF |
92.000 |
92.000 |
-8.000 |
88.000 |
$90.00 |
$-720.00 |
$7,920.00 |
| 0035 |
42" R.C.PIPE CLASS III |
613(A) 0495 |
LF |
50.000 |
50.000 |
7.000 |
48.000 |
$140.05 |
$980.35 |
$6,722.40 |
| 0036 |
58" X 36" R.C.PIPE ARCH CLASS A-III |
613(A) 4500 |
LF |
48.000 |
48.000 |
|
48.000 |
$147.36 |
$0.00 |
$7,073.28 |
| 0037 |
6" PERFORATED PIPE UNDERDRAIN ROUND |
613(H) 0450 |
LF |
750.000 |
750.000 |
|
190.000 |
$7.00 |
$0.00 |
$1,330.00 |
| 0038 |
6" NON-PERF.PIPE UNDERDRAIN RND. |
613(I) 1096 |
LF |
250.000 |
250.000 |
|
0.000 |
$7.00 |
$0.00 |
$0.00 |
| 0039 |
58" X 36" PREFAB. CULVERT END SECTION, ARCH |
613(L) 4546 |
EA |
4.000 |
4.000 |
|
4.000 |
$1,800.00 |
$0.00 |
$7,200.00 |
| 0040 |
18" PREFAB. CULVERT END SECTION, ROUND |
613(L) 5726 |
EA |
7.000 |
7.000 |
|
9.000 |
$1,356.00 |
$0.00 |
$12,204.00 |
| 0041 |
24" PREFAB. CULVERT END SECTION, ROUND |
613(L) 5730 |
EA |
3.000 |
3.000 |
|
3.000 |
$2,230.00 |
$0.00 |
$6,690.00 |
| 0042 |
30" PREFAB. CULVERT END SECTION, ROUND |
613(L) 5732 |
EA |
1.000 |
1.000 |
|
1.000 |
$2,500.00 |
$0.00 |
$2,500.00 |
| 0043 |
42" PREFAB. CULVERT END SECTION, ROUND |
613(L) 5736 |
EA |
2.000 |
2.000 |
|
2.000 |
$2,700.00 |
$0.00 |
$5,400.00 |
| 0044 |
REMOVAL OF STRUCTURES & OBSTRUCTIONS |
619(A) 0920 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$10,000.00 |
$0.00 |
$10,000.00 |
| 0045 |
SAWING PAVEMENT |
619(C) 0924 |
LF |
415.000 |
415.000 |
|
220.000 |
$4.64 |
$0.00 |
$1,020.80 |
| 0046 |
BEAM GUARDRAIL W-BEAM SINGLE |
623(A) 0932 |
LF |
1,600.000 |
1,600.000 |
|
1,650.000 |
$16.50 |
$0.00 |
$27,225.00 |
| 0047 |
GUARDRAIL ANCHOR UNIT (TYPE B) |
623(F) 4447 |
EA |
1.000 |
1.000 |
|
0.000 |
$472.50 |
$0.00 |
$0.00 |
| 0048 |
GUARDRAIL END TREATMENT (GET) |
623(G) 8571 |
EA |
17.000 |
17.000 |
|
17.000 |
$2,178.00 |
$0.00 |
$37,026.00 |
| 0049 |
SHEET ALUMINUM SIGNS |
850(A) 8110 |
SF |
97.000 |
97.000 |
-1.070 |
95.720 |
$20.74 |
$-22.19 |
$1,985.23 |
| 0050 |
2 1/2" SQUARE TUBE POST |
851(C) 8330 |
LF |
154.000 |
154.000 |
|
150.000 |
$11.00 |
$0.00 |
$1,650.00 |
| 0051 |
DELINEATORS(TYPE 2, CODE 1) |
853 9033 |
EA |
175.000 |
175.000 |
|
153.000 |
$13.22 |
$0.00 |
$2,022.66 |
| 0052 |
TRAFFIC STRIPE(PLASTIC)(4" WIDE) |
855(A) 8812 |
LF |
39,856.000 |
39,856.000 |
-8.000 |
40,981.000 |
$0.40 |
$-3.20 |
$16,392.40 |
| 0053 |
PORTABLE LONGITUDINAL BARRIER |
877(A) 8483 |
LF |
100.000 |
100.000 |
|
100.000 |
$42.00 |
$0.00 |
$4,200.00 |
| 0054 |
RELOCATION OF PORTABLE LONGITUDINAL BARRIER |
877(C) 8486 |
LF |
200.000 |
200.000 |
|
300.000 |
$20.00 |
$0.00 |
$6,000.00 |
| 0055 |
CONSTRUCTION TRAFFIC CONTROL |
880(J) 8905 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$21,000.00 |
$0.00 |
$21,000.00 |
| 8001 |
RETAINING WALL |
510(A) 6333 |
SY |
0.000 |
171.940 |
174.040 |
174.040 |
$176.01 |
$30,632.78 |
$30,632.78 |
| 8002 |
INLET ADJUST TO GRADE |
612(C) 0645 |
EA |
0.000 |
2.000 |
2.000 |
2.000 |
$1,945.21 |
$3,890.42 |
$3,890.42 |
| Subtotals For Category 0100/ROADWAY |
$288,351.59 |
$2,756,260.42 |
|