Project Items
| Line | Item Number | Description (Hide All Extended Descriptions) | Units | Quantity |
|---|---|---|---|---|
| 2021.501/00010 | MOBILIZATION (Show Less) cir machine, 2 bit plants, 2 bit crews |
LS | 1 | |
| 2102.518/00010 | PAVEMENT MARKING REMOVAL | S F | 1,954 | |
| 2104.503/00305 | REMOVE CURB (Show Less) 13+60Lt58',13+28Lt50',132+00rt416',156+00lt293',165+00rt233' 244+00rt182' |
L F | 1,432 | |
| 2104.504/00080 | REMOVE CONCRETE DRIVEWAY PAVEMENT | S Y | 179 | |
| 2104.504/00120 | REMOVE BITUMINOUS PAVEMENT (Show Less) 8.5" +/- thick turn lane pavement orig grading job- iffert, Gillard, hall, haug, harding, jabber, kadler lt&rt. others from cores aprox 4.5" reg shlds 4.5 |
S Y | 52,167 | |
| 2105.507/00015 | COMMON EXCAVATION (Show Less) 130+90--135+ Rt, 154+25-15718 Lt, 163+94-166.27 Lt, 243+00-246+00 Rt. Areas of curb replaced or eliminated. volume from new curb at edge of shoulder out to construction limits. Areas on cross sections in the road bed paid under remove bituminous and pre-shaping items. |
C Y | 514 | |
| 2112.604/00010 | SUBGRADE PREPARATION (Show Less) full shoulder and turn lane work west of cash 19, 2 ft partial width bit east of 19 at turn lanes. 13' and 18' bottom widths |
S Y | 79,400 | |
| 2118.509/00030 | AGGREGATE SURFACING CLASS 2 (Show Less) Granite, red rock, crushed concrete, bit millings etc... cl 5b 17 ton, cl5bc 5 ton |
TON | 264 | |
| 2118.509/00050 | AGGREGATE SURFACING CLASS 5 | TON | 1,320 | |
| 2211.509/00070 | AGGREGATE BASE CLASS 5 (Show Less) provided for high side supers, build up 2.5" at Shoulders and Turn lanes with 8.5" bit removed. |
TON | 2,178 | |
| 2215.509/00010 | BITUMINOUS MATERIAL FOR MIXTURE (Show Less) for cir ccpr cold recycle 1.5 % if cement is also used, if not 2% |
TON | 422 | |
| 2215.509/00020 | CEMENT (Show Less) part of cold inplace mixture |
TON | 141 | |
| 2221.509/00010 | SHOULDER BASE AGGREGATE CLASS 1 | TON | 5,025 | |
| 2231.509/00030 | BITUMINOUS PATCHING MIXTURE (SPECIAL) (Show Less) Use same mix of area being patched. 9.5 mix on top layer patches, 12.5 or 9.5 lower hot mix patches, ccpr, 12.5 or 9.5 on cold mix patches. all paid under this item. |
TON | 120 | |
| 2232.504/00010 | MILL BITUMINOUS SURFACE (Show Less) 1.5"x3' tapered milling at driveways and side roads & mainline region end widths 877,4653,5600,27850,41200,42300,41060=133sy, 78ent=416sy,39sideroad=364sy. |
S Y | 913 | |
| 2232.504/00060 | MILL BITUMINOUS SURFACE (2.0") (Show Less) mill along existing C&G Lt side (N) at Labeaux Ave, taper mill to thru lane. 566'x6' sta 283+53 Lt- 289+19 Lt. |
S Y | 314 | |
| 2232.504/00120 | MILL BITUMINOUS SURFACE (3.0") | S Y | 69,403 | |
| 2360.509/14200 | TYPE SP 9.5 WEARING COURSE MIX (4;B) | TON | 25,844 | |
| 2360.509/24200 | TYPE SP 12.5 WEARING COURSE MIX (4;B) | TON | 22,548 | |
| 2390.504/00010 | COLD-IN-PLACE RECYCLED / CCPR BITUMINOUS (Show Less) CIR Center 24' |
S Y | 69,403 | |
| 2390.504/00010 | COLD-IN-PLACE RECYCLED / CCPR BITUMINOUS (Show Less) CCPR Shld and Turnlane |
S Y | 55,293 | |
| 2501.503/12018 | 18" CS PIPE CULVERT | L F | 8 | |
| 2504.602/00035 | ADJUST VALVE BOX-WATER | EACH | 2 | |
| 2506.502/06020 | ADJUST FRAME & RING CASTING | EACH | 5 | |
| 2506.602/06030 | RECONSTRUCT DRAINAGE STRUCTURE | EACH | 1 | |
| 2531.503/04118 | CONCRETE CURB & GUTTER DESIGN D418 (Show Less) 132+00rt 416',155+00 lt 293',165+00 lt 233', |
L F | 942 | |
| 2531.504/00060 | 6" CONCRETE DRIVEWAY PAVEMENT (Show Less) Concrete driveways should be looked at after the shoulder wear course is placed to decide if it needs to be replaced or leave it and match in as is. Plan has new 6" concrete computed but may not be needed. |
S Y | 179 | |
| 2563.601/00010 | TRAFFIC CONTROL | LS | 1 | |
| 2573.501/00030 | EROSION CONTROL SUPERVISOR | LS | 1 | |
| 2573.503/00010 | BALE BARRIER | L F | 200 | |
| 2573.503/00023 | SILT FENCE; TYPE MS | L F | 700 | |
| 2573.503/00060 | SEDIMENT CONTROL LOG TYPE STRAW | L F | 250 | |
| 2574.508/00011 | FERTILIZER TYPE 1 | LB | 300 | |
| 2574.609/00130 | COMMON TOPSOIL BORROW (Show Less) high side super and rt turn lanes that extend further out onto slope |
TON | 511 | |
| 2575.504/00050 | EROSION CONTROL BLANKETS CATEGORY 0 | S Y | 500 | |
| 2575.504/00073 | EROSION CONTROL BLANKETS CATEGORY 3N | S Y | 1,000 | |
| 2575.505/00021 | SEEDING | ACRE | 0.8 | |
| 2575.505/00056 | RAPID STABILIZATION METHOD 2 | ACRE | 0.8 | |
| 2575.508/25141 | SEED MIXTURE 25-141 | LB | 50 | |
| 2575.508/25151 | SEED MIXTURE 25-151 | LB | 120 | |
| 2575.508/40002 | HYDRAULIC BONDED FIBER MATRIX | LB | 2,000 | |
| 2580.503/00010 | INTERIM PAVEMENT MARKING | L F | 7,676 | |
| 2582.503/10104 | 4" SOLID LINE PAINT | L F | 110,000 | |
| 2582.503/10106 | 6" SOLID LINE PAINT | L F | 91,626 | |
| 2582.503/10124 | 24" SOLID LINE PAINT | L F | 190 | |
| 2582.518/01000 | PAVT MSSG PAINT | S F | 2,912 |