Region | District | DBE % | VBP % | Federal Project # |
---|---|---|---|---|
3 | 4 | 2.00 | 0.00 | 317SBGPTBD |
County(s) | IL Project # | Airport | Sponsor | City |
---|---|---|---|---|
|
C75 4762 | Marshall County | County of Marshall | Lacon |
Contract Specifics |
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The time limit to award this item has been changed from 45 days to 90 days after the scheduled letting. |
58 Calendar Days |
Previously advertised on November 08, 2019 (Item 02A). |
No More Contract Specifics |
Pay Item # | UOM | Description | Type | Quantity | Unit Price | ||
---|---|---|---|---|---|---|---|
AR150510 | L SUM | ENGINEER'S FIELD OFFICE | Base items | 1.000 | |||
AR150520 | L SUM | MOBILIZATION | Base items | 1.000 | |||
AR150530 | L SUM | TRAFFIC MAINTENANCE | Base items | 1.000 | |||
AR152515 | CU YD | SUBGRADE UNDERCUT | Base items | 77.000 | |||
AR152540 | SQ YD | SOIL STABILIZATION FABRIC | Base items | 7,960.000 | |||
AR154606 | SQ YD | GRANULAR DRAINAGE SUBBASE - 6" | Base items | 7,960.000 | |||
AR156510 | FOOT | SILT FENCE | Base items | 24.000 | |||
AR162504 | L.F. | CLASS E FENCE 4' | Base items | 78.000 | |||
AR162900 | FOOT | REMOVE CLASS E FENCE | Base items | 78.000 | |||
AR208515 | CU YD | POROUS GRANULAR EMBANKMENT | Base items | 77.000 | |||
AR401900 | SQ YD | REMOVE BITUMINOUS PAVEMENT | Base items | 7,884.000 | |||
AR501900 | SQ YD | REMOVE PCC PAVEMENT | Base items | 43.000 | |||
AR510900 | EACH | REMOVE TIE DOWN | Base items | 15.000 | |||
AR620525 | SQ FT | PAVEMENT MARKING-BLACK BORDER | Base items | 1,214.000 | |||
AR705506 | FOOT | 6" PERFORATED UNDERDRAIN | Base items | 375.000 | |||
AR705640 | EACH | UNDERDRAIN CLEANOUT | Base items | 1.000 | |||
AR901510 | ACRE | SEEDING | Base items | 0.200 | |||
AR905520 | CU YD | TOPSOILING (FROM OFF SITE) | Base items | 110.000 | |||
AR908510 | ACRE | MULCHING | Base items | 0.200 | |||
AS152410 | CU YD | UNCLASSIFIED EXCAVATION | Alternate A | 2,900.000 | |||
AS209604 | SQ YD | CRUSHED AGG. BASE COURSE - 4" | Alternate A | 7,960.000 | |||
AS401613 | TON | BIT. SURF. CSE.-METHOD I, SUPERPAVE | Alternate A | 951.000 | |||
AS401660 | FOOT | SAW & SEAL BIT. JOINTS | Alternate A | 574.000 | |||
AS403613 | TON | BIT. BASE COURSE-METHOD I SUPERPAVE | Alternate A | 951.000 | |||
AS501605 | S.F. | 5" PCC SIDEWALK | Alternate A | 387.000 | |||
AS510510 | EACH | TIE DOWN | Alternate A | 15.000 | |||
AS602510 | GALLON | BITUMINOUS PRIME COAT | Alternate A | 2,366.000 | |||
AS603510 | GALLON | BITUMINOUS TACK COAT | Alternate A | 1,183.000 | |||
AS620520 | SQ FT | PAVEMENT MARKING-WATERBORNE | Alternate A | 1,214.000 | |||
AT152410 | CU YD | UNCLASSIFIED EXCAVATION | Alternate B | 2,445.000 | |||
AT501506 | SQ YD | 6" PCC PAVEMENT | Alternate B | 7,930.000 | |||
AT501530 | EACH | PCC TEST BATCH | Alternate B | 1.000 | |||
AT510510 | EACH | TIE DOWN | Alternate B | 15.000 | |||
AT620530 | S.F. | PAVEMENT MARKING-EPOXY | Alternate B | 1,214.000 | |||
No More Pay Items |