|
| Section 0001: GENERAL CONSTRUCTION |
| Line | Item | Alt | Description | Units | Price | Quantity |
| 0010 | 201.0105 | | CLEARING | STA | | 82.00000 |
| 0020 | 201.0120 | | CLEARING | ID | | 324.00000 |
| 0030 | 201.0205 | | GRUBBING | STA | | 82.00000 |
| 0040 | 201.0220 | | GRUBBING | ID | | 324.00000 |
| 0050 | 203.0100 | | REMOVING SMALL PIPE CULVERTS | EACH | | 60.00000 |
| 0060 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 01. STA 871+66 R/L | LS | | 1.00000 |
| 0070 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 02. STA 702+16 NFR | LS | | 1.00000 |
| 0080 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 03. STA 708+81 NFR | LS | | 1.00000 |
| 0090 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 04. STA 301+47 LA | LS | | 1.00000 |
| 0100 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 05. STA 808+41 R/L | LS | | 1.00000 |
| 0110 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 06. STA 821+33 R/L | LS | | 1.00000 |
| 0120 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 07. STA 168+48 Y | LS | | 1.00000 |
| 0130 | 203.0200 | | REMOVING OLD STRUCTURE (STATION) 08. 873+73 R/L | LS | | 1.00000 |
| 0140 | 204.0100 | | REMOVING PAVEMENT | SY | | 63190.00000 |
| 0150 | 204.0115 | | REMOVING ASPHALTIC SURFACE BUTT JOINTS | SY | | 333.00000 |
| 0160 | 204.0150 | | REMOVING CURB & GUTTER | LF | | 971.00000 |
| 0170 | 204.0155 | | REMOVING CONCRETE SIDEWALK | SY | | 8.00000 |
| 0180 | 204.0165 | | REMOVING GUARDRAIL | LF | | 815.00000 |
| 0190 | 204.0170 | | REMOVING FENCE | LF | | 3905.00000 |
| 0200 | 204.0195 | | REMOVING CONCRETE BASES | EACH | | 5.00000 |
| 0210 | 204.0220 | | REMOVING INLETS | EACH | | 2.00000 |
| 0220 | 204.9060.S | | REMOVING (ITEM DESCRIPTION) 01. CISTERN | EACH | | 1.00000 |
| 0230 | 205.0100 | | EXCAVATION COMMON | CY | | 538675.00000 |
| 0240 | 205.0200 | | EXCAVATION ROCK | CY | | 13593.00000 |
| 0250 | 206.1000 | | EXCAVATION FOR STRUCTURES BRIDGES (STRUCTURE) 01. B-20-145 | LS | | 1.00000 |
| 0260 | 206.1000 | | EXCAVATION FOR STRUCTURES BRIDGES (STRUCTURE) 02. B-20-157 | LS | | 1.00000 |
| 0270 | 206.1000 | | EXCAVATION FOR STRUCTURES BRIDGES (STRUCTURE) 03. B-20-146 | LS | | 1.00000 |
| 0280 | 206.3000 | | EXCAVATION FOR STRUCTURES RETAINING WALLS (STRUCTURE) 01. R-20-13 | LS | | 1.00000 |
| 0290 | 209.0100 | | BACKFILL GRANULAR | CY | | 4343.00000 |
| 0300 | 210.0100 | | BACKFILL STRUCTURE | CY | | 812.00000 |
| 0310 | 211.0100 | | PREPARE FOUNDATION FOR ASPHALTIC PAVING (PROJECT) 01. 1420-09-71 | LS | | 1.00000 |
| 0320 | 213.0100 | | FINISHING ROADWAY (PROJECT) 01. 1420-09-71 | EACH | | 1.00000 |
| 0330 | 214.0100 | | OBLITERATING OLD ROAD | STA | | 7.00000 |
| 0340 | 301.0100.S | | QMP BASE AGGREGATE | TON | | 275700.00000 |
| 0350 | 305.0110 | | BASE AGGREGATE DENSE 3/4-INCH | TON | | 60500.00000 |
| 0360 | 305.0120 | | BASE AGGREGATE DENSE 1 1/4-INCH | TON | | 183600.00000 |
| 0370 | 310.0110 | | BASE AGGREGATE OPEN GRADED | TON | | 31600.00000 |
| 0380 | 311.0110 | | BREAKER RUN | TON | | 319000.00000 |
| 0390 | 415.0090 | | CONCRETE PAVEMENT 9-INCH | SY | | 67.00000 |
| 0400 | 415.0100 | | CONCRETE PAVEMENT 10-INCH | SY | | 138735.00000 |
| 0410 | 415.1198.S | | QMP CONCRETE PAVEMENT RURAL | DAY | | 35.00000 |
| 0420 | 415.2000.S | | INCENTIVE STRENGTH CONCRETE PAVEMENT | DOL | 1.00000 | 31076.00000 |
| 0430 | 416.0050 | | CONCRETE PAVEMENT APPROACH SLAB | SY | | 279.00000 |
| 0440 | 416.0160 | | CONCRETE DRIVEWAY 6-INCH | SY | | 162.00000 |
| 0450 | 416.0620 | | PAVEMENT DOWEL BARS | EACH | | 10.00000 |
| 0460 | 416.0805 | | CONCRETE PAVEMENT GAPS | EACH | | 7.00000 |
| 0470 | 416.1010 | | CONCRETE SURFACE DRAINS | CY | | 24.00000 |
| 0480 | 440.2100.S | | INCENTIVE PROFILE INDEX CONCRETE PAVEMENT | DOL | 1.00000 | 71136.00000 |
| 0490 | 455.0105 | | ASPHALTIC MATERIAL PG58-28 | TON | | 1304.00000 |
| 0500 | 455.0605 | | TACK COAT | GAL | | 2466.00000 |
| 0510 | 460.1101 | | HMA PAVEMENT TYPE E-1 | TON | | 18520.00000 |
| 0520 | 460.1110 | | HMA PAVEMENT TYPE E-10 | TON | | 3400.00000 |
| 0530 | 460.2000 | | INCENTIVE DENSITY HMA PAVEMENT | DOL | 1.00000 | 14040.00000 |
| 0540 | 460.3000 | | QMP HMA MIXTURE | TON | | 21920.00000 |
| 0550 | 465.0120 | | ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES | TON | | 230.00000 |
| 0560 | 465.0125 | | ASPHALTIC SURFACE TEMPORARY | TON | | 4540.00000 |
| 0570 | 465.0315 | | ASPHALTIC FLUMES | SY | | 492.00000 |
| 0580 | 465.0400 | | ASPHALTIC SHOULDER RUMBLE STRIP | LF | | 64590.00000 |
| 0590 | 502.0100 | | CONCRETE MASONRY BRIDGES | CY | | 832.00000 |
| 0600 | 502.0300.S | | QMP CONCRETE STRUCTURES 5-CYLINDER | CY | | 832.00000 |
| 0610 | 502.0400.S | | INCENTIVE STRENGTH CONCRETE STRUCTURES | DOL | 1.00000 | 8320.00000 |
| 0620 | 502.3200 | | PROTECTIVE SURFACE TREATMENT | SY | | 1608.00000 |
| 0630 | 503.0145 | | PRESTRESSED GIRDER TYPE I 45-INCH | LF | | 726.00000 |
| 0640 | 503.0155 | | PRESTRESSED GIRDER TYPE I 54W-INCH | LF | | 831.00000 |
| 0650 | 504.0500 | | CONCRETE MASONRY RETAINING WALLS | CY | | 86.00000 |
| 0660 | 505.0405 | | BAR STEEL REINFORCEMENT HS BRIDGES | LB | | 37929.00000 |
| 0670 | 505.0415 | | BAR STEEL REINFORCEMENT HS RETAINING WALLS | LB | | 6520.00000 |
| 0680 | 505.0605 | | BAR STEEL REINFORCEMENT HS COATED BRIDGES | LB | | 105420.00000 |
| 0690 | 506.2605 | | BEARING PADS ELASTOMERIC NON-LAMINATED | EACH | | 32.00000 |
| 0700 | 506.4000 | | STEEL DIAPHRAGMS (STRUCTURE) 01. B-20-145 | EACH | | 4.00000 |
| 0710 | 506.4000 | | STEEL DIAPHRAGMS (STRUCTURE) 02. B-20-157 | EACH | | 12.00000 |
| 0720 | 506.4000 | | STEEL DIAPHRAGMS (STRUCTURE) 03. B-20-146 | EACH | | 4.00000 |
| 0730 | 511.2105 | | PILING STEEL DELIVERED AND DRIVEN HP 10-INCH X 42 LB | LF | | 1210.00000 |
| 0740 | 511.2110 | | PILING STEEL DELIVERED AND DRIVEN HP 12-INCH X 53 LB | LF | | 630.00000 |
| 0750 | 511.3000 | | PILE POINTS | EACH | | 60.00000 |
| 0760 | 511.6000.S | | PILING STEEL PREBORING | LF | | 470.00000 |
| 0770 | 513.2050.S | | RAILING PIPE | LF | | 8.00000 |
| 0780 | 516.0500 | | RUBBERIZED MEMBRANE WATERPROOFING | SY | | 52.00000 |
| 0790 | 520.0118 | | CULVERT PIPE CLASS III 18-INCH | LF | | 1253.00000 |
| 0800 | 520.0124 | | CULVERT PIPE CLASS III 24-INCH | LF | | 223.00000 |
| 0810 | 520.0136 | | CULVERT PIPE CLASS III 36-INCH | LF | | 78.00000 |
| 0820 | 520.1018 | | APRON ENDWALLS FOR CULVERT PIPE 18-INCH | EACH | | 70.00000 |
| 0830 | 520.1024 | | APRON ENDWALLS FOR CULVERT PIPE 24-INCH | EACH | | 8.00000 |
| 0840 | 520.1036 | | APRON ENDWALLS FOR CULVERT PIPE 36-INCH | EACH | | 2.00000 |
| 0850 | 520.4018 | | CULVERT PIPE TEMPORARY 18-INCH | LF | | 130.00000 |
| 0860 | 520.4024 | | CULVERT PIPE TEMPORARY 24-INCH | LF | | 128.00000 |
| 0870 | 520.4072 | | CULVERT PIPE TEMPORARY 72-INCH | LF | | 20.00000 |
| 0880 | 520.8000.S | | CULVERT PIPE CONCRETE COLLAR | EACH | | 6.00000 |
| 0890 | 521.1012 | | APRON ENDWALLS FOR CULVERT PIPE STEEL 12-INCH | EACH | | 2.00000 |
| 0900 | 522.0124 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 24-INCH | LF | | 2949.00000 |
| 0910 | 522.0130 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 30-INCH | LF | | 272.00000 |
| 0920 | 522.0136 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 36-INCH | LF | | 754.00000 |
| 0930 | 522.0142 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 42-INCH | LF | | 379.00000 |
| 0940 | 522.0148 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 48-INCH | LF | | 202.00000 |
| 0950 | 522.0172 | | CULVERT PIPE REINFORCED CONCRETE CLASS III 72-INCH | LF | | 200.00000 |
| 0960 | 522.1012 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 12-INCH | EACH | | 1.00000 |
| 0970 | 522.1024 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 24-INCH | EACH | | 39.00000 |
| 0980 | 522.1030 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 30-INCH | EACH | | 4.00000 |
| 0990 | 522.1036 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 36-INCH | EACH | | 10.00000 |
| 1000 | 522.1042 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 42-INCH | EACH | | 6.00000 |
| 1010 | 522.1048 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 48-INCH | EACH | | 2.00000 |
| 1020 | 522.1072 | | APRON ENDWALLS FOR CULVERT PIPE REINFORCED CONCRETE 72-INCH | EACH | | 2.00000 |
| 1030 | 601.0411 | | CONCRETE CURB & GUTTER 30-INCH TYPE D | LF | | 2740.00000 |
| 1040 | 601.0423 | | CONCRETE CURB & GUTTER 36-INCH TYPE D | LF | | 780.00000 |
| 1050 | 601.0552 | | CONCRETE CURB & GUTTER 4-INCH MOUNTABLE 36-INCH TYPE A | LF | | 3327.00000 |
| 1060 | 602.0410 | | CONCRETE SIDEWALK 5-INCH | SF | | 62.00000 |
| 1070 | 602.1500 | | CONCRETE STEPS | SF | | 25.00000 |
| 1080 | 603.0500 | | CONCRETE BARRIER TEMPORARY PRECAST CONTRACTOR FURNISHED & DELIVERED | LF | | 4056.00000 |
| 1090 | 603.0800 | | CONCRETE BARRIER TEMPORARY PRECAST CONTRACTOR FURNISHED & INSTALLED | LF | | 4056.00000 |
| 1100 | 604.0500 | | SLOPE PAVING CRUSHED AGGREGATE | SY | | 314.00000 |
| 1110 | 606.0100 | | RIPRAP LIGHT | CY | | 270.00000 |
| 1120 | 606.0300 | | RIPRAP HEAVY | CY | | 624.00000 |
| 1130 | 607.5000 | | STORM SEWER ROCK EXCAVATION | CY | | 75.00000 |
| 1140 | 608.0412 | | STORM SEWER PIPE REINFORCED CONCRETE CLASS IV 12-INCH | LF | | 407.10000 |
| 1150 | 608.0418 | | STORM SEWER PIPE REINFORCED CONCRETE CLASS IV 18-INCH | LF | | 272.00000 |
| 1160 | 608.0424 | | STORM SEWER PIPE REINFORCED CONCRETE CLASS IV 24-INCH | LF | | 697.40000 |
| 1170 | 611.0201 | | MANHOLES TYPE 1 | EACH | | 7.00000 |
| 1180 | 611.0215 | | MANHOLES TYPE 5 | EACH | | 1.00000 |
| 1190 | 611.0301 | | INLETS TYPE 1 | EACH | | 3.00000 |
| 1200 | 611.0303 | | INLETS TYPE 3 | EACH | | 8.00000 |
| 1210 | 611.0305 | | INLETS TYPE 8 | EACH | | 15.00000 |
| 1220 | 611.0307 | | INLETS TYPE 9 | EACH | | 17.00000 |
| 1230 | 611.0530 | | MANHOLE COVERS TYPE J | EACH | | 8.00000 |
| 1240 | 611.0624 | | INLET COVERS TYPE H | EACH | | 8.00000 |
| 1250 | 611.0642 | | INLET COVERS TYPE MS | EACH | | 44.00000 |
| 1260 | 611.0645 | | INLET COVERS TYPE MS-A | EACH | | 3.00000 |
| 1270 | 611.0654 | | INLET COVERS TYPE V | EACH | | 3.00000 |
| 1280 | 611.8120.S | | COVER PLATES TEMPORARY | EACH | | 2.00000 |
| 1290 | 611.9800.S | | PIPE GRATES | EACH | | 3.00000 |
| 1300 | 612.0104 | | PIPE UNDERDRAIN 4-INCH | LF | | 60586.00000 |
| 1310 | 612.0106 | | PIPE UNDERDRAIN 6-INCH | LF | | 144.00000 |
| 1320 | 612.0204 | | PIPE UNDERDRAIN UNPERFORATED 4-INCH | LF | | 4701.00000 |
| 1330 | 612.0206 | | PIPE UNDERDRAIN UNPERFORATED 6-INCH | LF | | 14.00000 |
| 1340 | 612.0212 | | PIPE UNDERDRAIN UNPERFORATED 12-INCH | LF | | 180.00000 |
| 1350 | 612.0304 | | PIPE UNDERDRAIN DRAIN TILE 4-INCH | LF | | 300.00000 |
| 1360 | 612.0305 | | PIPE UNDERDRAIN DRAIN TILE 5-INCH | LF | | 150.00000 |
| 1370 | 612.0306 | | PIPE UNDERDRAIN DRAIN TILE 6-INCH | LF | | 50.00000 |
| 1380 | 612.0308 | | PIPE UNDERDRAIN DRAIN TILE 8-INCH | LF | | 50.00000 |
| 1390 | 612.0700 | | DRAIN TILE EXPLORATION | LF | | 8700.00000 |
| 1400 | 612.0804 | | APRON ENDWALLS FOR UNDERDRAIN REINFORCED CONCRETE 4-INCH | EACH | | 256.00000 |
| 1410 | 614.0115 | | ANCHORAGES FOR STEEL PLATE BEAM GUARD TYPE 2 | EACH | | 1.00000 |
| 1420 | 614.0150 | | ANCHOR ASSEMBLIES FOR STEEL PLATE BEAM GUARD | EACH | | 12.00000 |
| 1430 | 614.0200 | | STEEL THRIE BEAM STRUCTURE APPROACH | LF | | 198.60000 |
| 1440 | 614.0305 | | STEEL PLATE BEAM GUARD CLASS A | LF | | 1857.00000 |
| 1450 | 614.0370 | | STEEL PLATE BEAM GUARD ENERGY ABSORBING TERMINAL | EACH | | 6.00000 |
| 1460 | 614.0605 | | MARKER POSTS RIGHT-OF-WAY | EACH | | 80.00000 |
| 1470 | 614.0620.S | | MARKER POSTS CULVERT END FLEXIBLE | EACH | | 320.00000 |
| 1480 | 614.0800 | | CRASH CUSHIONS PERMANENT | EACH | | 2.00000 |
| 1490 | 614.0905 | | CRASH CUSHIONS TEMPORARY | EACH | | 13.00000 |
| 1500 | 616.0204 | | FENCE CHAIN LINK 4-FT | LF | | 83.00000 |
| 1510 | 616.0700.S | | FENCE SAFETY | LF | | 475.00000 |
| 1520 | 618.0100 | | MAINTENANCE AND REPAIR OF HAUL ROADS (PROJECT) 01. 1420-09-71 | EACH | | 1.00000 |
| 1530 | 619.1000 | | MOBILIZATION | EACH | | 1.00000 |
| 1540 | 620.0300 | | CONCRETE MEDIAN SLOPED NOSE | SF | | 1152.00000 |
| 1550 | 621.0100 | | LANDMARK REFERENCE MONUMENTS | EACH | | 5.00000 |
| 1560 | 624.0100 | | WATER | MGAL | | 2250.00000 |
| 1570 | 625.0500 | | SALVAGED TOPSOIL | SY | | 403100.00000 |
| 1580 | 627.0200 | | MULCHING | SY | | 305800.00000 |
| 1590 | 628.1105 | | EROSION BALES DELIVERED | EACH | | 100.00000 |
| 1600 | 628.1110 | | EROSION BALES INSTALLED | EACH | | 100.00000 |
| 1610 | 628.1505 | | SILT FENCE DELIVERED | LF | | 19200.00000 |
| 1620 | 628.1510 | | SILT FENCE INSTALLED | LF | | 19200.00000 |
| 1630 | 628.1520 | | SILT FENCE MAINTENANCE | LF | | 9550.00000 |
| 1640 | 628.1905 | | MOBILIZATIONS EROSION CONTROL | EACH | | 3.00000 |
| 1650 | 628.1910 | | MOBILIZATIONS EMERGENCY EROSION CONTROL | EACH | | 3.00000 |
| 1660 | 628.2010 | | EROSION MAT DELIVERED CLASS I TYPE B | SY | | 152000.00000 |
| 1670 | 628.2020 | | EROSION MAT DELIVERED URBAN CLASS I TYPE B | SY | | 2000.00000 |
| 1680 | 628.2025 | | EROSION MAT DELIVERED CLASS II TYPE A | SY | | 831.00000 |
| 1690 | 628.3010 | | EROSION MAT INSTALLED CLASS I TYPE B | SY | | 152000.00000 |
| 1700 | 628.3020 | | EROSION MAT INSTALLED URBAN CLASS I TYPE B | SY | | 2000.00000 |
| 1710 | 628.3025 | | EROSION MAT INSTALLED CLASS II TYPE A | SY | | 831.00000 |
| 1720 | 628.6005 | | TURBIDITY BARRIERS | SY | | 200.00000 |
| 1730 | 628.6510 | | SOIL STABILIZER TYPE B | ACRE | | 39.00000 |
| 1740 | 628.7005 | | INLET PROTECTION TYPE A | EACH | | 28.00000 |
| 1750 | 628.7015 | | INLET PROTECTION TYPE C | EACH | | 10.00000 |
| 1760 | 628.7505 | | TEMPORARY DITCH CHECKS DELIVERED | LF | | 1210.00000 |
| 1770 | 628.7510 | | TEMPORARY DITCH CHECKS INSTALLED | LF | | 1210.00000 |
| 1780 | 628.7550 | | CULVERT PIPE DITCH CHECKS | EACH | | 14.00000 |
| 1790 | 628.7560.S | | STONE OR ROCK DITCH CHECKS | CY | | 130.00000 |
| 1800 | 629.0210 | | FERTILIZER TYPE B | CWT | | 333.00000 |
| 1810 | 630.0120 | | SEEDING MIXTURE NO. 20 | LB | | 13800.00000 |
| 1820 | 630.0130 | | SEEDING MIXTURE NO. 30 | LB | | 400.00000 |
| 1830 | 630.0200 | | SEEDING TEMPORARY | LB | | 7750.00000 |
| 1840 | 631.1100 | | SOD EROSION CONTROL | SY | | 1311.00000 |
| 1850 | 633.1100 | | DELINEATORS TEMPORARY | EACH | | 116.00000 |
| 1860 | 634.0612 | | POSTS WOOD 4X6-INCH X 12-FT | EACH | | 16.00000 |
| 1870 | 634.0614 | | POSTS WOOD 4X6-INCH X 14-FT | EACH | | 137.00000 |
| 1880 | 634.0616 | | POSTS WOOD 4X6-INCH X 16-FT | EACH | | 57.00000 |
| 1890 | 634.0618 | | POSTS WOOD 4X6-INCH X 18-FT | EACH | | 1.00000 |
| 1900 | 635.0200 | | SIGN SUPPORTS STRUCTURAL STEEL HS | LB | | 534.00000 |
| 1910 | 636.0100 | | SIGN SUPPORTS CONCRETE MASONRY | CY | | 1.20000 |
| 1920 | 636.0500 | | SIGN SUPPORTS STEEL REINFORCEMENT | LB | | 68.00000 |
| 1930 | 637.0101 | | SIGNS TYPE I | SF | | 80.00000 |
| 1940 | 637.0202 | | SIGNS REFLECTIVE TYPE II | SF | | 1937.79000 |
| 1950 | 638.2102 | | MOVING SIGNS TYPE II | EACH | | 6.00000 |
| 1960 | 638.2602 | | REMOVING SIGNS TYPE II | EACH | | 82.00000 |
| 1970 | 638.3000 | | REMOVING SMALL SIGN SUPPORTS | EACH | | 81.00000 |
| 1980 | 638.4000 | | MOVING SMALL SIGN SUPPORTS | EACH | | 6.00000 |
| 1990 | 642.5200 | | FIELD OFFICE TYPE C (PROJECT) 01. 1420-09-71 | EACH | | 1.00000 |
| 2000 | 643.0100 | | TRAFFIC CONTROL (PROJECT) 01. 1420-09-71 | EACH | | 1.00000 |
| 2010 | 643.0300 | | TRAFFIC CONTROL DRUMS | DAYS | | 383747.00000 |
| 2020 | 643.0420 | | TRAFFIC CONTROL BARRICADES TYPE III | DAYS | | 48578.00000 |
| 2030 | 643.0500 | | TRAFFIC CONTROL FLEXIBLE TUBULAR MARKER POSTS | EACH | | 23.00000 |
| 2040 | 643.0600 | | TRAFFIC CONTROL FLEXIBLE TUBULAR MARKER BASES | EACH | | 23.00000 |
| 2050 | 643.0705 | | TRAFFIC CONTROL WARNING LIGHTS TYPE A | DAYS | | 60827.00000 |
| 2060 | 643.0715 | | TRAFFIC CONTROL WARNING LIGHTS TYPE C | DAYS | | 112557.00000 |
| 2070 | 643.0800 | | TRAFFIC CONTROL ARROW BOARDS | DAYS | | 1756.00000 |
| 2080 | 643.0900 | | TRAFFIC CONTROL SIGNS | DAYS | | 49708.00000 |
| 2090 | 643.1050.S | | TRAFFIC CONTROL SIGNS PORTABLE CHANGEABLE MESSAGE | DAY | | 1060.00000 |
| 2100 | 643.2000 | | TRAFFIC CONTROL DETOUR (PROJECT) 01. 1420-09-71 | EACH | | 1.00000 |
| 2110 | 643.3000 | | TRAFFIC CONTROL DETOUR SIGNS | DAYS | | 61596.00000 |
| 2120 | 645.0110 | | GEOTEXTILE FABRIC TYPE DF | SY | | 42772.00000 |
| 2130 | 645.0120 | | GEOTEXTILE FABRIC TYPE HR | SY | | 1082.00000 |
| 2140 | 645.0130 | | GEOTEXTILE FABRIC TYPE R | SY | | 820.00000 |
| 2150 | 645.0140 | | GEOTEXTILE FABRIC TYPE SAS | SY | | 360.00000 |
| 2160 | 646.0106 | | PAVEMENT MARKING EPOXY 4-INCH | LF | | 112860.00000 |
| 2170 | 646.0226 | | PAVEMENT MARKING CHANNELIZING EPOXY 8-INCH | LF | | 9600.00000 |
| 2180 | 646.0600 | | REMOVING PAVEMENT MARKINGS | LF | | 127900.00000 |
| 2190 | 647.0456 | | PAVEMENT MARKING CURB EPOXY | LF | | 2065.00000 |
| 2200 | 647.0566 | | PAVEMENT MARKING STOP LINE EPOXY 18-INCH | LF | | 290.00000 |
| 2210 | 647.0606 | | PAVEMENT MARKING ISLAND NOSE EPOXY | EACH | | 14.00000 |
| 2220 | 647.0830.S | | PAVEMENT MARKING RAISED PATTERED TAPE 4-INCH | LF | | 8810.00000 |
| 2230 | 648.0100 | | LOCATING NO-PASSING ZONES | MI | | 0.25000 |
| 2240 | 649.0100 | | TEMPORARY PAVEMENT MARKING 4-INCH | LF | | 176190.00000 |
| 2250 | 649.0400 | | TEMPORARY PAVEMENT MARKING REMOVABLE TAPE 4-INCH | LF | | 25795.00000 |
| 2260 | 650.4000 | | CONSTRUCTION STAKING STORM SEWER SYSTEM | EACH | | 28.00000 |
| 2270 | 650.4500 | | CONSTRUCTION STAKING SUBGRADE | LF | | 55284.00000 |
| 2280 | 650.5000 | | CONSTRUCTION STAKING BASE | LF | | 15232.00000 |
| 2290 | 650.5500 | | CONSTRUCTION STAKING CURB GUTTER AND CURB & GUTTER | LF | | 3520.00000 |
| 2300 | 650.6000 | | CONSTRUCTION STAKING PIPE CULVERTS | EACH | | 43.00000 |
| 2310 | 650.6500 | | CONSTRUCTION STAKING STRUCTURE LAYOUT (STRUCTURE) 01. B-20-145 | LS | | 1.00000 |
| 2320 | 650.6500 | | CONSTRUCTION STAKING STRUCTURE LAYOUT (STRUCTURE) 01. R-20-13 | LS | | 1.00000 |
| 2330 | 650.6500 | | CONSTRUCTION STAKING STRUCTURE LAYOUT (STRUCTURE) 02. B-20-157 | LS | | 1.00000 |
| 2340 | 650.6500 | | CONSTRUCTION STAKING STRUCTURE LAYOUT (STRUCTURE) 04. B-20-146 | LS | | 1.00000 |
| 2350 | 650.7000 | | CONSTRUCTION STAKING CONCRETE PAVEMENT | LF | | 40052.00000 |
| 2360 | 690.0100 | | SAWING EXISTING PAVEMENT | LF | | 10800.00000 |
| 2370 | 690.0200 | | SAWING CONCRETE PAVEMENT FULL DEPTH | LF | | 260.00000 |
| 2380 | ASP.1T0A | | ON-THE-JOB TRAINING APPRENTICE AT $5.00/HR | HRS | 5.00000 | 800.00000 |
| 2390 | ASP.1T0G | | ON-THE-JOB TRAINING GRADUATE AT $5.00/HR | HRS | 5.00000 | 3000.00000 |
| 2400 | SPV.0035 | | SPECIAL 01. SHOT ROCK | CY | | 90500.00000 |
| 2410 | SPV.0055 | | SPECIAL 01. MONTHLY MOBILE TELEPHONE EXPENSES | DOL | 1.00000 | 700.00000 |
| 2420 | SPV.0060 | | SPECIAL 01. MARKER POST FLEXIBLE FOR GUARD RAIL | EACH | | 10.00000 |
| 2430 | SPV.0060 | | SPECIAL 02. EROSION CONTROL FILTER BAGS DELIVERED | EACH | | 600.00000 |
| 2440 | SPV.0060 | | SPECIAL 03. EROSION CONTROL FILTER BAGS INSTALLED | EACH | | 600.00000 |
| 2450 | SPV.0060 | | SPECIAL 04. EROSION CONTROL FILTER BAGS MAINTENANCE | EACH | | 600.00000 |
| 2460 | SPV.0090 | | SPECIAL 01. TEST ROLLING | LF | | 11832.00000 |
| 2470 | SPV.0180 | | SPECIAL 01. GEOGRID REINFORCEMENT | SY | | 59200.00000 |
| 2480 | SPV.0195 | | SPECIAL 01. GRANULAR BACKFILL SPECIAL | TON | | 2748.00000 |