Fed/State Project Number: NHY-010N(027) |
Project: 20237(04) |
Category: 0100/ROADWAY |
0001 |
CLEARING AND GRUBBING |
201(A) 0102 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$5,500.00 |
$0.00 |
$5,500.00 |
0002 |
UNCLASSIFIED EXCAVATION |
202(A) 0183 |
CY |
18,085.000 |
18,085.000 |
|
19,487.800 |
$3.68 |
$0.00 |
$71,715.10 |
0003 |
UNCLASSIFIED BORROW |
202(D) 0184 |
CY |
36,950.000 |
36,950.000 |
0.000 |
54,343.600 |
$4.55 |
$0.00 |
$247,263.38 |
0004 |
TYPE A-SALVAGED TOPSOIL |
205(A) 4229 |
LSUM |
1.000 |
1.000 |
|
0.750 |
$12,500.00 |
$0.00 |
$9,375.00 |
0005 |
TEMPORARY SILT FENCE |
221(C) 2801 |
LF |
4,500.000 |
4,500.000 |
|
1,670.000 |
$3.45 |
$0.00 |
$5,761.50 |
0006 |
TEMPORARY SEDIMENT FILTER |
221(D) 2803 |
EA |
5.000 |
5.000 |
|
0.000 |
$200.00 |
$0.00 |
$0.00 |
0007 |
TEMPORARY SILT DIKE |
221(F) 0100 |
LF |
800.000 |
800.000 |
|
472.000 |
$8.00 |
$0.00 |
$3,776.00 |
0008 |
SOLID SLAB SODDING |
230(A) 2806 |
SY |
64,355.000 |
64,355.000 |
|
0.000 |
$1.50 |
$0.00 |
$0.00 |
0009 |
SEEDING METHOD B |
232(B) 2814 |
AC |
14.000 |
14.000 |
|
0.000 |
$780.00 |
$0.00 |
$0.00 |
0010 |
VEGETATIVE MULCHING |
233(A) 2817 |
AC |
14.000 |
14.000 |
|
13.400 |
$380.00 |
$0.00 |
$5,092.00 |
0011 |
MOWING |
241 2832 |
AC |
28.000 |
28.000 |
|
0.000 |
$60.00 |
$0.00 |
$0.00 |
0012 |
FLY ASH |
307(A) 4200 |
TON |
2,270.000 |
2,270.000 |
|
1,852.620 |
$64.50 |
$0.00 |
$119,494.01 |
0013 |
LIME |
307(D) 4230 |
TON |
121.000 |
121.000 |
|
0.000 |
$80.00 |
$0.00 |
$0.00 |
0014 |
CEMENTITIOUS STABILIZED SUBGRADE |
307(E) 4240 |
SY |
44,097.000 |
44,097.000 |
|
38,872.840 |
$1.50 |
$0.00 |
$58,309.27 |
0015 |
LIME PRETREATMENT |
307(G) 4260 |
SY |
6,675.000 |
6,675.000 |
|
0.000 |
$1.00 |
$0.00 |
$0.00 |
0016 |
TRAFFIC BOUND SURFACE COURSE TYPE E |
402(E) 0225 |
TON |
365.000 |
365.000 |
|
256.050 |
$27.50 |
$0.00 |
$7,041.38 |
0017 |
TACK COAT |
407(B) 0250 |
GAL |
15,518.000 |
15,518.000 |
|
5,500.000 |
$2.25 |
$0.00 |
$12,375.00 |
0018 |
PRIME COAT |
408 5774 |
GAL |
9,964.000 |
9,964.000 |
|
0.000 |
$5.60 |
$0.00 |
$0.00 |
0019 |
SUPERPAVE, TYPE S3(PG 76-28 OK) |
411(B) 5935 |
TON |
9,748.000 |
9,748.000 |
|
7,522.690 |
$65.20 |
$0.00 |
$490,479.39 |
0020 |
SUPERPAVE, TYPE S3(PG 64-22 OK) |
411(B) 5945 |
TON |
19,547.000 |
19,547.000 |
|
16,079.110 |
$60.90 |
$0.00 |
$979,217.80 |
0021 |
SUPERPAVE, TYPE S4(PG 76-28 OK) |
411(C) 5950 |
TON |
7,000.000 |
7,000.000 |
|
0.000 |
$69.85 |
$0.00 |
$0.00 |
0022 |
SUPERPAVE, TYPE S4(PG 64-22 OK) |
411(C) 5960 |
TON |
2,548.000 |
2,548.000 |
0.000 |
763.330 |
$65.30 |
$0.00 |
$49,845.45 |
0023 |
COLD MILLING PAVEMENT |
412 5267 |
SY |
41,032.000 |
41,032.000 |
|
39,604.460 |
$1.00 |
$0.00 |
$39,604.46 |
0024 |
RUMBLE STRIP-METHOD HMA-CON |
413(A) 4861 |
LF |
23,170.000 |
23,170.000 |
|
0.000 |
$0.20 |
$0.00 |
$0.00 |
0025 |
STRUCTURAL EXCAVATION UNCLASSIFIED |
501(A) 0313 |
CY |
12.000 |
12.000 |
|
12.000 |
$20.50 |
$0.00 |
$246.00 |
0026 |
CLASS A CONCRETE |
509(B) 0321 |
CY |
25.000 |
25.000 |
|
25.000 |
$1,000.00 |
$0.00 |
$25,000.00 |
0027 |
CLASS C CONCRETE |
509(D) 0325 |
CY |
20.000 |
20.000 |
|
0.000 |
$310.00 |
$0.00 |
$0.00 |
0028 |
REINFORCING STEEL |
511(A) 0332 |
LB |
3,472.000 |
3,472.000 |
|
3,472.000 |
$1.05 |
$0.00 |
$3,645.60 |
0029 |
INLET (SMD-TYPE 2) |
611(G) 6002 |
EA |
4.000 |
4.000 |
|
0.000 |
$1,250.00 |
$0.00 |
$0.00 |
0030 |
MANHOLES REBUILT |
612(B) 0642 |
EA |
4.000 |
4.000 |
|
4.000 |
$1,250.00 |
$0.00 |
$5,000.00 |
0031 |
24" R.C.PIPE CLASS III |
613(A) 0492 |
LF |
36.000 |
36.000 |
|
36.000 |
$85.00 |
$0.00 |
$3,060.00 |
0032 |
36" R.C.PIPE CLASS III |
613(A) 0494 |
LF |
60.000 |
60.000 |
|
60.000 |
$85.00 |
$0.00 |
$5,100.00 |
0033 |
24" CORR. GALV. STEEL PIPE |
613(B) 0690 |
LF |
148.000 |
148.000 |
|
148.000 |
$35.00 |
$0.00 |
$5,180.00 |
0034 |
30" CORR. GALV. STEEL PIPE |
613(B) 0691 |
LF |
650.000 |
650.000 |
|
650.000 |
$38.00 |
$0.00 |
$24,700.00 |
0035 |
36" CORR. GALV. STEEL PIPE |
613(B) 0692 |
LF |
288.000 |
288.000 |
|
288.000 |
$42.00 |
$0.00 |
$12,096.00 |
0036 |
TYPE B4 CULVERT END TREATMENT |
613(M) 7187 |
EA |
6.000 |
6.000 |
|
6.000 |
$600.00 |
$0.00 |
$3,600.00 |
0037 |
TYPE C4 CULVERT END TREATMENT |
613(M) 7188 |
EA |
2.000 |
2.000 |
|
2.000 |
$800.00 |
$0.00 |
$1,600.00 |
0038 |
TYPE D4 CULVERT END TREATMENT |
613(M) 7189 |
EA |
2.000 |
2.000 |
|
2.000 |
$1,000.00 |
$0.00 |
$2,000.00 |
0039 |
TYPE CC4 CULVERT END TREATMENT |
613(M) 7193 |
EA |
8.000 |
8.000 |
|
8.000 |
$1,300.00 |
$0.00 |
$10,400.00 |
0040 |
TYPE DD4 CULVERT END TREATMENT |
613(M) 7194 |
EA |
4.000 |
4.000 |
|
4.000 |
$1,600.00 |
$0.00 |
$6,400.00 |
0041 |
REMOVAL OF HEADWALL |
619(B) 0291 |
EA |
3.000 |
3.000 |
|
3.000 |
$800.00 |
$0.00 |
$2,400.00 |
0042 |
REMOVAL OF FENCE |
619(B) 4725 |
LF |
500.000 |
500.000 |
|
3,902.000 |
$1.00 |
$0.00 |
$3,902.00 |
0043 |
REMOVAL OF ASPHALT PAVEMENT |
619(B) 4728 |
SY |
11,315.000 |
11,315.000 |
|
6,348.500 |
$2.40 |
$0.00 |
$15,236.40 |
0044 |
REMOVAL OF EXISTING STRUCTURES |
619(B) 4778 |
EA |
10.000 |
10.000 |
|
10.000 |
$400.00 |
$0.00 |
$4,000.00 |
0045 |
REMOVAL OF GUARDRAIL |
619(B) 4780 |
LF |
1,332.000 |
1,332.000 |
|
1,332.000 |
$1.00 |
$0.00 |
$1,332.00 |
0046 |
(PL)GUARDRAIL CURBING |
623 0100 |
EA |
8.000 |
8.000 |
|
0.000 |
$1,500.00 |
$0.00 |
$0.00 |
0047 |
BEAM GUARDRAIL W-BEAM SINGLE |
623(A) 0932 |
LF |
1,525.000 |
1,525.000 |
|
0.000 |
$16.00 |
$0.00 |
$0.00 |
0048 |
GUARDRAIL END TREATMENT (GET) |
623(G) 8571 |
EA |
4.000 |
4.000 |
|
0.000 |
$2,750.00 |
$0.00 |
$0.00 |
0049 |
GUARDRAIL BRIDGE CONNECTION-TYPE A |
623(I) 8675 |
EA |
8.000 |
8.000 |
|
0.000 |
$2,300.00 |
$0.00 |
$0.00 |
0050 |
FENCE-STYLE SWF (3 BARBED WIRE) |
624(C) 4457 |
LF |
1,800.000 |
1,800.000 |
|
1,738.000 |
$3.40 |
$0.00 |
$5,909.20 |
0051 |
FENCE-STYLE SWF (5 BARBED WIRE) |
624(C) 4459 |
LF |
2,700.000 |
2,700.000 |
|
3,684.000 |
$3.50 |
$0.00 |
$12,894.00 |
0052 |
REMOVE AND RESET MAILBOX |
629(E) 5048 |
EA |
4.000 |
4.000 |
|
0.000 |
$500.00 |
$0.00 |
$0.00 |
Subtotals For Category 0100/ROADWAY |
$0.00 |
$2,258,550.94 |
|
Fed/State Project Number: NHY-010N(027) |
Project: 20237(04) |
Category: 0201/BRIDGE "D" |
0053 |
SUBSTRUCTURE EXCAVATION COMMON |
501(B) 1307 |
CY |
220.000 |
220.000 |
|
220.000 |
$10.00 |
$0.00 |
$2,200.00 |
0054 |
CLSM BACKFILL |
501(G) 6309 |
CY |
180.000 |
180.000 |
|
180.000 |
$130.00 |
$0.00 |
$23,400.00 |
0055 |
(PL)FALSEWORK JACKING |
502(C) 6116 |
LSUM |
1.000 |
1.000 |
|
0.000 |
$20,000.00 |
$0.00 |
$0.00 |
0056 |
APPROACH SLAB |
504(A) 1304 |
SY |
467.600 |
467.600 |
|
467.600 |
$150.00 |
$0.00 |
$70,140.00 |
0057 |
SEALED EXPANSION JOINT |
504(C) 6250 |
LF |
213.400 |
213.400 |
|
213.400 |
$210.00 |
$0.00 |
$44,814.00 |
0058 |
CONCRETE RAIL (TR4) |
504(D) 6245 |
LF |
1,022.600 |
1,022.600 |
511.300 |
1,022.600 |
$55.00 |
$28,121.50 |
$56,243.00 |
0059 |
STRUCTURAL STEEL |
506(A) 1322 |
LB |
258,320.000 |
258,320.000 |
|
258,320.000 |
$1.51 |
$0.00 |
$390,063.20 |
0060 |
FIXED BEARING ASSEMBLY |
507(A) 6164 |
EA |
40.000 |
40.000 |
|
40.000 |
$850.00 |
$0.00 |
$34,000.00 |
0061 |
EXPANSION BEARING ASSEMBLY |
507(A) 6165 |
EA |
104.000 |
104.000 |
|
104.000 |
$850.00 |
$0.00 |
$88,400.00 |
0062 |
CLASS AA CONCRETE |
509(A) 1326 |
CY |
825.600 |
825.600 |
|
825.600 |
$375.00 |
$0.00 |
$309,600.00 |
0063 |
CLASS A CONCRETE |
509(B) 1328 |
CY |
127.600 |
127.600 |
|
127.600 |
$600.00 |
$0.00 |
$76,560.00 |
0064 |
CLASS C CONCRETE |
509(D) 1331 |
CY |
12.200 |
12.200 |
|
0.000 |
$500.00 |
$0.00 |
$0.00 |
0065 |
EPOXY COATED REINFORCING STEEL |
511(B) 6010 |
LB |
172,020.000 |
172,020.000 |
|
172,020.000 |
$0.76 |
$0.00 |
$130,735.20 |
0066 |
PAINTING EXISTING STRUCTURES |
512(A) 1323 |
LSUM |
1.000 |
1.000 |
|
0.600 |
$235,000.00 |
$0.00 |
$141,000.00 |
0067 |
COLLECTION AND HANDLING OF WASTE |
512(B) 6303 |
LSUM |
1.000 |
1.000 |
|
0.675 |
$40,000.00 |
$0.00 |
$27,000.00 |
0068 |
PILES, FURNISHED (HP 10X42) |
514(A) 6010 |
LF |
578.000 |
578.000 |
|
578.000 |
$30.00 |
$0.00 |
$17,340.00 |
0069 |
PILES, FURNISHED (HP 14X73) |
514(A) 6012 |
LF |
1,032.000 |
1,032.000 |
|
1,032.000 |
$40.00 |
$0.00 |
$41,280.00 |
0070 |
PILES, DRIVEN (HP 10X42) |
514(B) 6292 |
LF |
578.000 |
578.000 |
|
608.260 |
$10.00 |
$0.00 |
$6,082.60 |
0071 |
PILES, DRIVEN (HP 14X73) |
514(B) 6296 |
LF |
1,032.000 |
1,032.000 |
|
975.930 |
$10.00 |
$0.00 |
$9,759.30 |
0072 |
PILE LOAD TEST (DYNAMIC) |
514(F) 6354 |
EA |
24.000 |
24.000 |
|
24.000 |
$450.00 |
$0.00 |
$10,800.00 |
0073 |
WATER REPELLENT (VISUALLY INSPECTED) |
515(A) 6013 |
SY |
1,670.000 |
1,670.000 |
|
0.000 |
$3.00 |
$0.00 |
$0.00 |
0074 |
PREPARATION OF CRACKS, ABOVE WATER |
520(A) 6058 |
LF |
110.000 |
110.000 |
|
28.750 |
$40.00 |
$0.00 |
$1,150.00 |
0075 |
EPOXY RESIN, ABOVE WATER |
520(C) 6060 |
GAL |
10.000 |
10.000 |
|
1.000 |
$100.00 |
$0.00 |
$100.00 |
0076 |
PNEUMATICALLY PLACED MORTAR |
521(A) 6210 |
SY |
40.000 |
40.000 |
|
53.280 |
$700.00 |
$0.00 |
$37,296.00 |
0077 |
SEALER CRACK PREPARATION |
523(A) 6550 |
LF |
802.000 |
802.000 |
|
0.000 |
$3.00 |
$0.00 |
$0.00 |
0078 |
SEALER RESIN |
523(B) 6560 |
GAL |
9.000 |
9.000 |
|
0.000 |
$100.00 |
$0.00 |
$0.00 |
0079 |
TYPE I-A PLAIN RIPRAP |
601(B) 1353 |
TON |
1,892.000 |
1,892.000 |
214.710 |
826.410 |
$33.50 |
$7,192.79 |
$27,684.75 |
0080 |
TYPE I-A FILTER BLANKET |
601(C) 1355 |
TON |
331.000 |
331.000 |
95.210 |
261.470 |
$26.50 |
$2,523.07 |
$6,928.96 |
0081 |
6" PERFORATED PIPE UNDERDRAIN ROUND |
613(H) 6204 |
LF |
140.000 |
140.000 |
|
140.000 |
$15.00 |
$0.00 |
$2,100.00 |
0082 |
6" NON-PERF.PIPE UNDERDRAIN RND. |
613(I) 6207 |
LF |
60.000 |
60.000 |
|
90.000 |
$15.00 |
$0.00 |
$1,350.00 |
0083 |
REMOVAL OF BRIDGE ITEM (TYPE A) |
619(B) 2510 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$37,500.00 |
$0.00 |
$37,500.00 |
0084 |
REMOVAL OF BRIDGE ITEM (TYPE B) |
619(B) 2520 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$15,000.00 |
$0.00 |
$15,000.00 |
0085 |
REMOVAL OF BRIDGE ITEM (TYPE C) |
619(B) 2530 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$8,000.00 |
$0.00 |
$8,000.00 |
9000 |
SAW-CUT GROOVING |
504(B) 1305 |
SY |
0.000 |
3,863.000 |
|
1,931.500 |
$4.79 |
$0.00 |
$9,251.89 |
Subtotals For Category 0201/BRIDGE "D" |
$37,837.36 |
$1,625,778.90 |
|
Fed/State Project Number: NHY-010N(027) |
Project: 20237(04) |
Category: 0202/BRIDGE "E" |
0086 |
SUBSTRUCTURE EXCAVATION COMMON |
501(B) 1307 |
CY |
260.000 |
260.000 |
|
260.000 |
$10.00 |
$0.00 |
$2,600.00 |
0087 |
CLSM BACKFILL |
501(G) 6309 |
CY |
200.000 |
200.000 |
|
200.000 |
$130.00 |
$0.00 |
$26,000.00 |
0088 |
(PL)FALSEWORK JACKING |
502(C) 6116 |
LSUM |
1.000 |
1.000 |
|
0.000 |
$17,500.00 |
$0.00 |
$0.00 |
0089 |
APPROACH SLAB |
504(A) 1304 |
SY |
467.600 |
467.600 |
|
233.800 |
$150.00 |
$0.00 |
$35,070.00 |
0090 |
SEALED EXPANSION JOINT |
504(C) 6250 |
LF |
139.600 |
139.600 |
69.800 |
139.600 |
$210.00 |
$14,658.00 |
$29,316.00 |
0091 |
CONCRETE RAIL (TR4) |
504(D) 6245 |
LF |
924.000 |
924.000 |
|
462.000 |
$55.00 |
$0.00 |
$25,410.00 |
0092 |
STRUCTURAL STEEL |
506(A) 1322 |
LB |
310,760.000 |
310,760.000 |
|
310,760.000 |
$1.58 |
$0.00 |
$491,000.80 |
0093 |
FIXED BEARING ASSEMBLY |
507(A) 6164 |
EA |
8.000 |
8.000 |
|
8.000 |
$2,000.00 |
$0.00 |
$16,000.00 |
0094 |
EXPANSION BEARING ASSEMBLY |
507(A) 6165 |
EA |
32.000 |
32.000 |
|
32.000 |
$1,600.00 |
$0.00 |
$51,200.00 |
0095 |
CLASS AA CONCRETE |
509(A) 1326 |
CY |
737.400 |
737.400 |
|
368.700 |
$375.00 |
$0.00 |
$138,262.50 |
0096 |
CLASS A CONCRETE |
509(B) 1328 |
CY |
131.200 |
131.200 |
|
131.200 |
$600.00 |
$0.00 |
$78,720.00 |
0097 |
CLASS C CONCRETE |
509(D) 1331 |
CY |
11.100 |
11.100 |
|
0.000 |
$500.00 |
$0.00 |
$0.00 |
0098 |
REINFORCING STEEL |
511(A) 1332 |
LB |
950.000 |
950.000 |
|
950.000 |
$1.00 |
$0.00 |
$950.00 |
0099 |
EPOXY COATED REINFORCING STEEL |
511(B) 6010 |
LB |
182,950.000 |
182,950.000 |
81,310.000 |
182,950.000 |
$0.76 |
$61,795.60 |
$139,042.00 |
0100 |
PAINTING EXISTING STRUCTURES |
512(A) 1323 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$292,500.00 |
$0.00 |
$292,500.00 |
0101 |
COLLECTION AND HANDLING OF WASTE |
512(B) 6303 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$50,000.00 |
$0.00 |
$50,000.00 |
0102 |
PILES, FURNISHED (HP 10X42) |
514(A) 6010 |
LF |
170.000 |
170.000 |
|
170.000 |
$30.00 |
$0.00 |
$5,100.00 |
0103 |
PILES, FURNISHED (HP 12X53) |
514(A) 6011 |
LF |
375.000 |
375.000 |
|
486.380 |
$35.00 |
$0.00 |
$17,023.30 |
0104 |
PILES, DRIVEN (HP 10X42) |
514(B) 6292 |
LF |
170.000 |
170.000 |
|
170.000 |
$10.00 |
$0.00 |
$1,700.00 |
0105 |
PILES, DRIVEN (HP 12X53) |
514(B) 6294 |
LF |
375.000 |
375.000 |
|
486.380 |
$10.00 |
$0.00 |
$4,863.80 |
0106 |
WATER REPELLENT (VISUALLY INSPECTED) |
515(A) 6013 |
SY |
1,266.000 |
1,266.000 |
|
0.000 |
$3.00 |
$0.00 |
$0.00 |
0107 |
DRILLED SHAFTS 60" DIAMETER |
516(A) 6096 |
LF |
236.000 |
236.000 |
|
236.880 |
$410.00 |
$0.00 |
$97,120.80 |
0108 |
PREPARATION OF CRACKS, ABOVE WATER |
520(A) 6058 |
LF |
55.000 |
55.000 |
|
73.750 |
$40.00 |
$0.00 |
$2,950.00 |
0109 |
EPOXY RESIN, ABOVE WATER |
520(C) 6060 |
GAL |
5.000 |
5.000 |
|
1.500 |
$100.00 |
$0.00 |
$150.00 |
0110 |
PNEUMATICALLY PLACED MORTAR |
521(A) 6210 |
SY |
20.000 |
20.000 |
|
17.480 |
$700.00 |
$0.00 |
$12,236.00 |
0111 |
SEALER CRACK PREPARATION |
523(A) 6550 |
LF |
822.000 |
822.000 |
|
0.000 |
$3.00 |
$0.00 |
$0.00 |
0112 |
SEALER RESIN |
523(B) 6560 |
GAL |
10.000 |
10.000 |
|
0.000 |
$100.00 |
$0.00 |
$0.00 |
0113 |
TYPE I-A PLAIN RIPRAP |
601(B) 1353 |
TON |
1,522.000 |
1,522.000 |
48.390 |
806.980 |
$33.50 |
$1,621.07 |
$27,033.85 |
0114 |
TYPE I-A FILTER BLANKET |
601(C) 1355 |
TON |
271.000 |
271.000 |
|
141.240 |
$26.50 |
$0.00 |
$3,742.86 |
0115 |
6" PERFORATED PIPE UNDERDRAIN ROUND |
613(H) 6204 |
LF |
140.000 |
140.000 |
|
140.000 |
$15.00 |
$0.00 |
$2,100.00 |
0116 |
6" NON-PERF.PIPE UNDERDRAIN RND. |
613(I) 6207 |
LF |
60.000 |
60.000 |
|
90.000 |
$15.00 |
$0.00 |
$1,350.00 |
0117 |
REMOVAL OF BRIDGE ITEM (TYPE A) |
619(B) 2510 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$37,500.00 |
$0.00 |
$37,500.00 |
0118 |
REMOVAL OF BRIDGE ITEM (TYPE B) |
619(B) 2520 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$15,000.00 |
$0.00 |
$15,000.00 |
0119 |
REMOVAL OF BRIDGE ITEM (TYPE C) |
619(B) 2530 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$8,500.00 |
$0.00 |
$8,500.00 |
0120 |
REMOVAL OF BRIDGE ITEM (TYPE D) |
619(B) 2540 |
LSUM |
1.000 |
1.000 |
|
1.000 |
$20,000.00 |
$0.00 |
$20,000.00 |
9001 |
SAW-CUT GROOVING |
504(B) 1305 |
SY |
0.000 |
3,491.000 |
|
1,745.500 |
$4.79 |
$0.00 |
$8,360.95 |
Subtotals For Category 0202/BRIDGE "E" |
$78,074.67 |
$1,640,802.86 |
|
Fed/State Project Number: NHY-010N(027) |
Project: 20237(04) |
Category: 0310/TRAFFIC CONTROL |
0129 |
CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) |
857(A) 8839 |
LF |
154,626.000 |
154,626.000 |
|
125,103.000 |
$0.07 |
$0.00 |
$8,757.21 |
0130 |
(PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 |
857(E) 8887 |
EA |
9,360.000 |
9,360.000 |
|
809.000 |
$0.45 |
$0.00 |
$364.05 |
0131 |
PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) |
857(F) 8006 |
LF |
63,192.000 |
63,192.000 |
|
14,734.000 |
$0.17 |
$0.00 |
$2,504.78 |
0132 |
(SP)CONST.ZONE IMPACT ATTEN. |
871(B) 8705 |
SD |
600.000 |
600.000 |
30.000 |
668.000 |
$11.00 |
$330.00 |
$7,348.00 |
0133 |
DELIVER PORTABLE LONGITUDINAL BARRIER |
877(B) 8484 |
LF |
2,200.000 |
2,200.000 |
|
2,260.800 |
$26.00 |
$0.00 |
$58,780.80 |
0134 |
RELOCATION OF PORTABLE LONGITUDINAL BARRIER |
877(C) 8486 |
LF |
2,200.000 |
2,200.000 |
|
2,200.000 |
$3.00 |
$0.00 |
$6,600.00 |
0135 |
ARROW DISPLAY(TYPE A) |
880(A) 8800 |
SD |
720.000 |
720.000 |
|
0.000 |
$5.50 |
$0.00 |
$0.00 |
0136 |
CONSTRUCTION SIGNS 0 TO 6.25 SF |
880(B) 8818 |
SD |
4,920.000 |
4,920.000 |
315.000 |
5,770.000 |
$1.05 |
$330.75 |
$6,058.50 |
0137 |
CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF |
880(B) 8821 |
SD |
6,540.000 |
6,540.000 |
315.000 |
8,241.000 |
$1.40 |
$441.00 |
$11,537.40 |
0138 |
CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF |
880(B) 8824 |
SD |
7,800.000 |
7,800.000 |
420.000 |
8,892.000 |
$2.75 |
$1,155.00 |
$24,453.00 |
0139 |
CONSTRUCTION BARRICADES(TYPE III) |
880(C) 8842 |
SD |
6,600.000 |
6,600.000 |
165.000 |
4,357.000 |
$0.11 |
$18.15 |
$479.27 |
0140 |
WING BARRICADES |
880(C) 8848 |
SD |
720.000 |
720.000 |
60.000 |
1,488.000 |
$0.11 |
$6.60 |
$163.68 |
0141 |
WARNING LIGHTS(TYPE A) |
880(E) 8860 |
SD |
10,320.000 |
10,320.000 |
735.000 |
15,789.000 |
$0.16 |
$117.60 |
$2,526.24 |
0142 |
WARNING LIGHTS(TYPE C) |
880(E) 8872 |
SD |
27,720.000 |
27,720.000 |
975.000 |
24,279.000 |
$0.06 |
$58.50 |
$1,456.74 |
0143 |
DRUMS |
880(F) 8878 |
SD |
30,240.000 |
30,240.000 |
975.000 |
24,279.000 |
$0.11 |
$107.25 |
$2,670.69 |
0144 |
CHANNELIZER CONES |
880(G) 8890 |
SD |
23,820.000 |
23,820.000 |
2,310.000 |
50,180.000 |
$0.16 |
$369.60 |
$8,028.80 |
0145 |
FLAGGER |
880(I) 8902 |
SD |
120.000 |
120.000 |
|
3.000 |
$200.00 |
$0.00 |
$600.00 |
0146 |
PORT.CHANGEABLE MESSAGE SIGN |
882(A) 8306 |
SD |
720.000 |
720.000 |
|
0.000 |
$11.00 |
$0.00 |
$0.00 |
Subtotals For Category 0310/TRAFFIC CONTROL |
$2,934.45 |
$142,329.16 |
|