HomeMy Public PortalAboutResolution 1563Illinois De artment ~ Resolution for Improvement by
17 Municipality Llnc~er the Illinois
Qf TCanSpQftr7t10n Highway Code
BE IT RESOLVED, by the President and Board of Trustees of the
Village
Council or President and Board of Trustees
of Plainfield
City, Town or Village
that the following described street(s) be improved under the Illinois Highway Code:
restoration
and shall be constructed 25.0'feet (E to E) wide
and be designated as Section 08-00042-00-FP
2. That there is hereby appropriated the (additional ^ Yes ^ No) sum of one million three hundred fifteen
thousand nine hundred fourty eight and no/100 Dollars ( $1,315,948.00 )for the
improvement of said section from the municipality's allotment of Motor Fuel Tax funds.
3. That work shall be done by Contract ;and,
Specify Contract or Day Labor
BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the
district office of the Department of Transportation.
Approved
Date
Department of Transportation
Regional Engineer
I, Michelle Gibas
Illinois
Clerk in and for the
Village of Plainfield
City, Town or Village
County of Will ,hereby certify the
foregoing to be a true, perfect and complete copy of a resolution adopted
by the President and Board of Trustees
Council yr President and Board of Trustees
at a meeting on u^!F ! ~.oc~ 7
Date
IN TEaTIPJIONY WHEREOF, I have hereunto set my hand and seal this
day of u ~ ~c~~G
Printed 6/9/2D08 BLR 09111 (Rev. 11/D6)
BE IT FURTHER RESOLVEp,
1. That the proposed improvement shall consist of Full Reconstruction of existing pavement section; including
earth excavation, storm sewer, concrete curb and gutter, bituminous base and bituminous surface and landscape
-;-hewr~~r vulage urerK
' ENGINEER'5 QPINION OF PR08ABLE CONS`f"1~UCTION COST
VILLAGE Ofi PLAINFIELD
HAZELCREST DRIVE RECDNSTRUGTIQN
CMT J08 NO. 03242-D5
February 12, 20D8
Revised 3/17109 & 5/27!08
fTEM
NO, ITEf1A5 UNIT QUANTITY UNIT
COST EXTENSION
2D7017D0 SUPPLEMENTAL WATERING UNIT SD $ 11D.OD $ 6,60D.00
2D201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL GU YD 575D $ 28,00 $ 161,OOD.DO
2D700420 POROU5 GRANULAR EMBANKMENT, SUBGRADE GU Yp 240D $ 40.D0 $ 96,DbpAD
2D800150 TREwNCH BACKFILL CU YD 216D $ 39A0 $ 84,24D.D0
21001000 GEOTEGHNICAL FABRIC FOR GROUND 5TAE31LIZATION 5q YD 7D7p $ 1.70 $ 12,p19:DD
2516063p EROSION CONTROL BLANKET 5Q YD 1050 $ 2,25 $ 2,362.5D
252D01D0 50DDING SC! YO 39D0 $ 7.D0 $ 27,3D0,00
280004DD PERIMETER EROSION BARRIER FOOT 1pD $ 2.80 $ 28DA0
2800650D INLET AND PIPE PROTECTION EACH 3D $ 67.5D $ 2,D25.00
281D0705 STONE DUMPED RIPRAP, CL A3 5Q YD 10 $ 64.D0 $ 64D.D0
351D16D0 AGGREGATE BASE COURSE, TYPE B, 4" SQ YD 1420 $ 13.DD $ 18,46D.00
351096D0 AGGREGATE BASE COURSE, TYPE B, 6" SQ YD 610 $ 18.00 $ 1D,980.04
351D2pOD AGGREGATE BA5E COURSE, TYPE B, B" SO YD 5250 $ 21.5D $ 112,875.D0
403p0100 BITUMINOUS MATERIALS PRIME COAT GAL 1D70 $ 1.7p $ 1,819.00
4060308D HOT•PJIIX ASPHALT BINDER COURSE, IL-19A, N5D TON 14D0 $ 75.00 $ 105,ODO.Dp
4D603310 HOT.-MIX ASPHALT SURFAC>r COURSE", MIX "G", N50 TON 5D0 $ . 85.00 $ 42,5D0.00
4230D2D0 PGG DRIVEWAY PAVEMENT, 6 INCH Sfd YD 610 $ 73.5D $ 44,835.00
4400D100 PAVEMENT REMOVAL SO YD 555D $ 5.75 $ 31,912.50
44DDD157 HOT-MIX ASPHALT SURFACE REMOVAL, 2" SQ YD 250 $ 9.00 $ 2,25D.OD
44DD02D0 DRIVI=WAY PAVEMENT REMOVAL SQ YD 68p $ 13.5D $ 9,180.Dp
440pp500 COMBINATION CURB AND GUTTER REMOVAL FOOT 160 $ 6,25 "~ 1,ODO.DO
50105220 PIPE CULVERT REMOVAL FOOT 50 $ 7.00 $ 350.DD
54215436 CAST-IN-PLACE REINFORCED CONCRETE END SECTIONS 36" EACH 1 $ 2p26.D0 $ 2,026.00
550A2520 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 12" FOOT 48D $ 30.D0 $ 14,4DO.OD
550A2540 STORM SEWERS, RUBBER GASKET, GLA55 A, TYPE 2 18" FOOT 120 $ 33.50 5 4,020,00
550A2550 STORM SEWER5, RUBBER GASKET, GLASS A, TYPE 2 21" FOOT 10D $ SD.OD $ S,ODD.DD
550A2560 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 24" FOOT 530 $ 53.5D $ 28,355.00
55DA2580 STORM SEWERS, RUBBER GASKET, CLA55 A, TYPE 2 3D" FOOT 67p $ 71 AD $ 47,57Q.Op
550A26DD STORM SEWERS, RUBE3E=R GASKET, CLASS A, TYPE 2 36" FpOT 53D $ 88.D0 $ 46,64D,00
551pD500 STORM SEWER REMOVAL, 12" FOOT 580 $ 13.5p $ 7,83D.00
5510D7DD STORM SEWER REMOVAL, 15" FOOT 3D0 $ 17.00 $ 5,10D.OD
55101100 STORM SEWER REMOVAL, 21" FOOT 210 $ 20.50 $ 4,305.DD
5640030D !=IRE HYDRANT5 TO BE ADJUSTE^ EACH 1 $ 1,DOO.OD ffi 1,DOO,DO
G02657D0 VALVE VAULTS TO BE ADJUSTED EACH 2 $ 4D0.00 $ 800.OD
60SOOD40 REMOVING MANHOLES EACH 4 $ 326.5D $ 1,306.00
6D50pD60 REMOVING INLETS EACH 7 $ 326.50 $ 2,285,50
60611815 COMBINATION CONCRETE GURE3 AND GUTTER, TYPE M SPECIAL FOOT 3600 $ 18.50 $ 66,60p.p0
701017D0 TRAFFIC CONTROL AND PROTEGTIdN L 5UM 1 $ 11,300,00 $ 11,300.00
XD322118 REMOVE CONCRETE FLARED END SECTIONS EACH 3 $ 326.5D $ 978.5D
----- ITEM NOT USED --- --- -- ---
ZD0196p0 DUST CONTROL WATERING UNIT 15 $ 110.DD 5 1,650.D0
5P-1 6" PVC, 5DR 26 FOOT 150 5 25.D0 $ 3,750,00
5P-2 8" R1P, GL 521N/ POLYWRAP FOOT 35D $ 44.00 $ 15,4OD.0D
SP-3 CATCH BASINS, TY A, WITH CURB FRAME AND GRATE EACH 1 $ 1,575.00 $ 7,575.D0
SP-4 CATCH BASINS, TY A, WITH PARKWAY FRAME AND GRATE EACH 1 $ 1,575.OD $ 1,575.DD
SP-5 MANHOLES, TY A, 4'-OIA, WITH SPECIAL FRAME AND GRATE EACH 11 $ 1,70D.00 $ 18,700.OD
SP-6 MANHOLES, TY A, 5'-DIA, WITH SPECIAL FRAME AND GRATE EACH 4 $ 3,3D0.00 $ 13,20D.DD
SP-7 MANHOLES, TY A, 6'-DIA, WITH SPECIAL FRAME ANp GRATE EACH 4 $ 3,700.00 $ 14,800.00
5P-8 MANHOLES, TY A, T-DIA, WITH SPECIAL FRAME AND GRATE EACH 1 $ S,DOD.DO $ 5,DDO.Op
SP-9 INLETS, TY A, WITH CURB FRAME AND GRATE EACH 14 $ 1,D50.00 $ 14,7D0.00
SP-10 INLET5, TY A, WITH PARKWAY FRAME AND GRATE EACH ( 5 $ 1,p50.00 $ 5,25D.OD
SP-11 INLETS, TY B, WITH CURB FRAME AND GRATE EACH 7 $ 1,300.DD $ 9,100AD
SP•12 INLETS, TY B, WITH PARKWAY FRAME AND GRATE EACM 1 $ 1,300.D0 $ 1,3D0.00
5P-13 DUCKBILL CHECK VALVE, 44" EACH 1 $ 27,125.DU $ 27,125.p0
SP-14 GRATING FOR CONCRETE END 5ECTION, 36" EACH 1 $ 500.00 $ 500.D0
5P-15 SEEDING, LOW-PROFILE PRAIRIE MIX ACRE 0.1 $ 9,ODOAO $ 900.D0
SP-16 SEEDING, LAWN MIX ACRE D,2 $ 4,500.0D $ 90D.D0
SP-17 WATER SERVICE LINE RELOCATION _ FOOT 75 $ 45.OD $ 3,375.D0
5P-18 AGGREGATE FOR TEMPORARY ACCE55 SQ YC1 3p00 $ 18.00 5 54,DDD.DO
5P-19 TEMPORARY ASPHALT PAVEMENT SQ YD 1900 $ 4D.00 $ 76,DOD.DD
PROJECT TOTAL 51,,291,945.00