November 13, 1997...PROPOSAL BID ITEMS Report Date 12/9/20 Page 3 of 5 201318 LINE BID CODE ALTDESCRIPTION QUANTITY UNIT UNIT PRICFPAMOUNT 0870 10030NS ASPHALT ADJUSTMENT 93,307.00

December 9, 2020 CALL NO. 102 CONTRACT ID NO. 201318 ADDENDUM # 2 Subject: MCCRACKEN COUNTY, STP 5009 (022)

Letting December 11, 2020 (1)Revised – Proposal Bid Items – Pages 135-139 of 139 (2)Revised – Plan Sheet – T1 Proposal revisions are available at http://transportation.ky.gov/Construction-Procurement/. If you have any questions, please contact us at 502-564-3500. Sincerely,

Rachel Mills, P.E. Director Division of Construction Procurement RM:mr Enclosures

http://transportation.ky.gov/Construction-Procurement/http://transportation.ky.gov/Construction-Procurement/

PROPOSAL BID ITEMS

Report Date 12/9/20Page 1 of 5

201318

Section: 0001 - PAVINGLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0010 00003 CRUSHED STONE BASE 20,726.00 TON $0020 00069 CRUSHED AGGREGATE SIZE NO 3 1,234.00 TON $0030 00100 ASPHALT SEAL AGGREGATE 105.00 TON $0040 00103 ASPHALT SEAL COAT 13.00 TON $

0050 00212CL2 ASPH BASE 1.00D PG64-22(REVISED: 12-7-20) 20,462.00 TON $

0060 00309 CL2 ASPH SURF 0.50D PG64-22 645.00 TON $0070 00356 ASPHALT MATERIAL FOR TACK 51.10 TON $0080 02084 JPC PAVEMENT-8 IN 149.00 SQYD $0090 23362ES403 CL2 ASPH SURF 0.5B PG64-22 2,695.00 TON $

Section: 0002 - ROADWAYLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0100 00069 CRUSHED AGGREGATE SIZE NO 3 14,132.00 TON $0110 00078 CRUSHED AGGREGATE SIZE NO 2 6.00 TON $0120 01000 PERFORATED PIPE-4 IN 371.00 LF $0130 01010 NON-PERFORATED PIPE-4 IN 72.00 LF $0140 01020 PERF PIPE HEADWALL TY 1-4 IN 1.00 EACH $0150 01024 PERF PIPE HEADWALL TY 2-4 IN 2.00 EACH $0160 01028 PERF PIPE HEADWALL TY 3-4 IN 2.00 EACH $0170 01032 PERF PIPE HEADWALL TY 4-4 IN 1.00 EACH $0180 01310 REMOVE PIPE 44.00 LF $0190 01691 FLUME INLET TYPE 2 6.00 EACH $0200 01719 ADJUST INLET 1.00 EACH $0210 01810 STANDARD CURB AND GUTTER 764.00 LF $0220 01891 ISLAND HEADER CURB TYPE 2 200.00 LF $

0230 01987DELINEATOR FOR GUARDRAIL BIDIRECTIONAL WHITE 24.00 EACH $

0240 02014 BARRICADE-TYPE III 10.00 EACH $0250 02091 REMOVE PAVEMENT 380.00 SQYD $0260 02159 TEMP DITCH 3,080.00 LF $0270 02160 CLEAN TEMP DITCH 1,540.00 LF $0280 02200 ROADWAY EXCAVATION 38,865.00 CUYD $0290 02204 SPECIAL EXCAVATION 8,075.00 CUYD $0300 02242 WATER 584.00 MGAL $0310 02360 GUARDRAIL TERMINAL SECTION NO 1 4.00 EACH $

0320 02363GUARDRAIL CONNECTOR TO BRIDGE ENDTY A 8.00 EACH $

0330 02367 GUARDRAIL END TREATMENT TYPE 1 4.00 EACH $0340 02381 REMOVE GUARDRAIL 660.00 LF $0350 02429 RIGHT-OF-WAY MONUMENT TYPE 1 56.00 EACH $0360 02432 WITNESS POST 56.00 EACH $0370 02483 CHANNEL LINING CLASS II 235.00 TON $0380 02484 CHANNEL LINING CLASS III 1,154.00 TON $

0390 02545CLEARING AND GRUBBING(APPROXIMATELY 24 ACRES) 1.00 LS $

MCCRACKEN COUNTY STP 5009 (022)

REVISED ADDENDUM #1: 12-9-20 Contract ID: 201318

Page 135 of 139

PROPOSAL BID ITEMS


201318

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0400 02562 TEMPORARY SIGNS 676.00 SQFT $0410 02585 EDGE KEY 217.00 LF $0420 02602 FABRIC-GEOTEXTILE CLASS 1 1,541.00 SQYD $0430 02603 FABRIC-GEOTEXTILE CLASS 2 51,112.00 SQYD $0440 02607 FABRIC-GEOTEXTILE CLASS 2 FOR PIPE 463.00 SQYD $2.00 $ $926.000450 02650 MAINTAIN & CONTROL TRAFFIC 1.00 LS $0460 02653 LANE CLOSURE 1.00 EACH $0470 02671 PORTABLE CHANGEABLE MESSAGE SIGN 2.00 EACH $0480 02676 MOBILIZATION FOR MILL & TEXT 1.00 LS $0490 02677 ASPHALT PAVE MILLING & TEXTURING 6.00 TON $0500 02690 SAFELOADING 68.00 CUYD $0510 02696 SHOULDER RUMBLE STRIPS 9,176.00 LF $0520 02697 EDGELINE RUMBLE STRIPS 132.00 LF $0530 02701 TEMP SILT FENCE 3,080.00 LF $0540 02703 SILT TRAP TYPE A 24.00 EACH $0550 02704 SILT TRAP TYPE B 24.00 EACH $0560 02705 SILT TRAP TYPE C 24.00 EACH $0570 02706 CLEAN SILT TRAP TYPE A 24.00 EACH $0580 02707 CLEAN SILT TRAP TYPE B 24.00 EACH $0590 02708 CLEAN SILT TRAP TYPE C 24.00 EACH $0600 02726 STAKING 1.00 LS $

0610 02731REMOVE STRUCTURE(EXISTING 10' X 4' RCBC RT STA 186+05) 1.00 LS $

0620 02731REMOVE STRUCTURE(EXISTING BRIDGE RT STA 195+14) 1.00 LS $

0630 02731REMOVE STRUCTURE(EXISTING BRIDGE RT STA 198+61) 1.00 LS $

0640 03171 CONCRETE BARRIER WALL TYPE 9T 1,680.00 LF $0650 04933 TEMP SIGNAL 2 PHASE 2.00 EACH $0660 05950 EROSION CONTROL BLANKET 3,347.00 SQYD $0670 05952 TEMP MULCH 77,440.00 SQYD $0680 05953 TEMP SEEDING AND PROTECTION 58,080.00 SQYD $0690 05963 INITIAL FERTILIZER 3.00 TON $0700 05964 MAINTENANCE FERTILIZER 5.00 TON $0710 05985 SEEDING AND PROTECTION 71,888.00 SQYD $0720 05990 SODDING 11,379.00 SQYD $0730 05992 AGRICULTURAL LIMESTONE 45.00 TON $0740 06510 PAVE STRIPING-TEMP PAINT-4 IN 35,949.00 LF $0750 06514 PAVE STRIPING-PERM PAINT-4 IN 30,807.00 LF $0760 06516 PAVE STRIPING-PERM PAINT-8 IN 365.00 LF $0770 06550 PAVE STRIPING-TEMP REM TAPE-W 3,136.00 LF $0780 06551 PAVE STRIPING-TEMP REM TAPE-Y 5,194.00 LF $0790 06568 PAVE MARKING-THERMO STOP BAR-24IN 156.00 LF $0800 06570 PAVE MARKING-PAINT CROSS-HATCH 8,258.00 SQFT $0810 06574 PAVE MARKING-THERMO CURV ARROW 33.00 EACH $0820 06575 PAVE MARKING-THERMO COMB ARROW 1.00 EACH $0830 06576 PAVE MARKING-THERMO ONLY 2.00 EACH $0840 06588 PAVEMENT MARKER TY IVA-BY TEMP 294.00 EACH $0850 08901 CRASH CUSHION TY VI CLASS BT TL2 8.00 EACH $0860 10020NS FUEL ADJUSTMENT 56,411.00 DOLL $1.00 $ $56,411.00



Page 136 of 139

PROPOSAL BID ITEMS


201318

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0870 10030NS ASPHALT ADJUSTMENT 93,307.00 DOLL $1.00 $ $93,307.000880 20100ES842 PAVE MARK TEMP PAINT LINE ARROW 2.00 EACH $0890 20191ED OBJECT MARKER TY 3 4.00 EACH $0900 20455NS835 VIDEO CAMERA 2.00 EACH $0910 20550ND SAWCUT PAVEMENT 2,880.00 LF $0920 21802EN G/R STEEL W BEAM-S FACE (7 FT POST) 1,196.50 LF $0930 22765NN ADVANCED WARNING BEACON 2.00 EACH $0940 23010EN PAVE MARK TEMP PAINT STOP BAR-24 IN 93.00 LF $0950 23274EN11F TURF REINFORCEMENT MAT 1 2,230.00 SQYD $0960 23822EC CORED HOLE DRAINAGE BOX CON-15 IN 1.00 EACH $0970 24489EC INLAID PAVEMENT MARKER 361.00 EACH $0980 24814EC PIPELINE INSPECTION 90.00 LF $

Section: 0003 - DRAINAGELINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT0990 00440 ENTRANCE PIPE-15 IN 79.00 LF $1000 00441 ENTRANCE PIPE-18 IN 258.00 LF $1010 00443 ENTRANCE PIPE-24 IN 86.00 LF $1020 00450 ENTRANCE PIPE-15 IN EQUIV 36.00 LF $1030 00451 ENTRANCE PIPE-18 IN EQUIV 86.00 LF $1040 00452 ENTRANCE PIPE-24 IN EQUIV 85.00 LF $1050 00491 CULVERT PIPE-18 IN EQUIV 148.00 LF $1060 00521 STORM SEWER PIPE-15 IN 31.00 LF $1070 01433 SLOPED BOX OUTLET TYPE 1-18 IN 1.00 EACH $1080 01440 SLOPED BOX INLET-OUTLET TYPE 1 4.00 EACH $1090 01450 S & F BOX INLET-OUTLET-18 IN 1.00 EACH $1100 01577 DROP BOX INLET TYPE 14 2.00 EACH $1110 01634 CAP CURB BOX INLET 1.00 EACH $1120 01705 REMOVE CURB & GUTTER BOX INLET 1.00 EACH $

Section: 0004 - BRIDGE - OVER MASSAC CREEK - DWG. 27607LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1130 02231 STRUCTURE GRANULAR BACKFILL 660.00 CUYD $1140 03299 ARMORED EDGE FOR CONCRETE 128.70 LF $1150 08003 FOUNDATION PREPARATION 1.00 LS $1160 08019 CYCLOPEAN STONE RIP RAP 1,123.00 TON $1170 08033 TEST PILES 158.00 LF $1180 08051 PILES-STEEL HP14X89 2,499.00 LF $1190 08100 CONCRETE-CLASS A 260.50 CUYD $1200 08104 CONCRETE-CLASS AA 194.50 CUYD $1210 08150 STEEL REINFORCEMENT 15,122.00 LB $1220 08151 STEEL REINFORCEMENT-EPOXY COATED 42,119.00 LB $1230 08500 APPROACH SLAB 358.00 SQYD $1240 08670 PRECAST PC BOX BEAM SB27 564.00 LF $1250 21532ED RAIL SYSTEM TYPE III 144.00 LF $



Page 137 of 139

PROPOSAL BID ITEMS


201318

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1260 23233EC DYNAMIC PILE TESTING 4.00 EACH $1270 23378EC CONCRETE SEALING 9,255.00 SQFT $

Section: 0005 - BRIDGE - OVERFLOW STRUCTURE - DWG. 27608LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1280 02231 STRUCTURE GRANULAR BACKFILL 246.00 CUYD $1290 03299 ARMORED EDGE FOR CONCRETE 129.50 LF $1300 08003 FOUNDATION PREPARATION 1.00 LS $1310 08019 CYCLOPEAN STONE RIP RAP 1,918.00 TON $1320 08033 TEST PILES 230.00 LF $1330 08051 PILES-STEEL HP14X89 4,242.00 LF $1340 08100 CONCRETE-CLASS A 329.00 CUYD $1350 08104 CONCRETE-CLASS AA 391.50 CUYD $1360 08150 STEEL REINFORCEMENT 44,418.00 LB $1370 08151 STEEL REINFORCEMENT-EPOXY COATED 114,631.00 LB $1380 08500 APPROACH SLAB 359.80 SQYD $1390 08632 PRECAST PC I BEAM TYPE 2 1,242.70 LF $1400 21532ED RAIL SYSTEM TYPE III 318.00 LF $1410 23233EC DYNAMIC PILE TESTING 8.00 EACH $1420 23378EC CONCRETE SEALING 5,655.00 SQFT $1430 23813EC DECK DRAIN 3.00 EACH $

Section: 0006 - BRIDGE - 10' X 4' R C BOX CULVERT - DWG. 27609LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1440 08003 FOUNDATION PREPARATION 1.00 LS $1450 08100 CONCRETE-CLASS A 169.30 CUYD $1460 08150 STEEL REINFORCEMENT 19,675.00 LB $

Section: 0007 - BRIDGE - DBL. 10' X 5' R C BOX CULVERT EXT. - DWG. 27610LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1470 02223 GRANULAR EMBANKMENT 149.00 CUYD $1480 02403 REMOVE CONCRETE MASONRY 10.00 CUYD $1490 08003 FOUNDATION PREPARATION 1.00 LS $1500 08100 CONCRETE-CLASS A 142.20 CUYD $1510 08150 STEEL REINFORCEMENT 18,838.00 LB $

Section: 0008 - SIGNALIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1520 04820 TRENCHING AND BACKFILLING 34.00 LF $1530 04844 CABLE-NO. 14/5C 1,502.00 LF $1540 04885 MESSENGER-10800 LB 402.00 LF $



Page 138 of 139

PROPOSAL BID ITEMS


201318

LINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1550 04932 INSTALL STEEL STRAIN POLE 4.00 EACH $1560 20188NS835 INSTALL LED SIGNAL-3 SECTION 12.00 EACH $1570 20390NS835 INSTALL COORDINATING UNIT 1.00 EACH $1580 23157EN TRAFFIC SIGNAL POLE BASE 17.00 CUYD $1590 24901EC PVC CONDUIT-2 IN-SCHEDULE 80 102.00 LF $

1600 24908ECINSTALL SIGNAL CONTROLLER-TY ATC(WITH 1C ATC MODULE) 1.00 EACH $

1610 24955ED REMOVE SIGNAL EQUIPMENT 1.00 EACH $

1620 26119ECINSTALL RADAR PRESENCE DETECTORTYPE A 4.00 EACH $

1630 26120ECINSTALL RADAR ADVANCE DETECTORTYPE B 2.00 EACH $

Section: 0009 - DEMOBILIZATION &/OR MOBILIZATIONLINE BID CODE ALT DESCRIPTION QUANTITY UNIT UNIT PRIC FP AMOUNT1640 02568 MOBILIZATION 1.00 LS $1650 02569 DEMOBILIZATION 1.00 LS $



Page 139 of 139

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