|
Report_Id: 231014 Est NO 0001 |
Date:05/16/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 231014 | Estimate Number | 0001 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Slone, Christopher L. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 2 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 04/18/2023 TO 05/04/2023 | ||||||
| Date Approved | 05/15/2023 | ||||||
| Primary Proj Number | DE05600642314 | ||||||
| Project No. | NHPP 0642 (200) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | I-64 | ||||||
| Description | ADDRESS PAVEMENT CONDITION OF I-64 FROM MP 6.555 TO MP 11.76 9 EASTBOUND AND MP 6.525 TO MP 11.612 WESTBOUND IN JEFFERSON | ||||||
| Date Let | 03/23/2023 | Formal Acceptance | |||||
| Date Awarded | 04/04/2023 | Date Work Began | 04/24/2023 | ||||
| Date Contract Executed | 04/18/2023 | Open To Traffic | |||||
| Date NTP Issued | 04/18/2023 | Actual Completion Date | |||||
| Current Contract Amount | $13,200,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,200,000.00 |
Total Earnings | $1,089,816.51 |
$0.00 |
$1,089,816.51 |
|
| Percent Complete | 8.26 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $12,110,183.49 |
Gross Earnings | $1,089,816.51 |
$0.00 |
$1,089,816.51 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $1,089,816.51 |
$0.00 |
$1,089,816.51 |
|||
| Contract Id | 231014 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0001 | Project Number | NHPP 0642 (200) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 04/18/2023 TO 05/04/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 231014 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | ASRH ASPHALT REHAB INTERSTATE/PARKWAY | TRANSPORTATION CABINET |
Primary Project Number | DE05600642314 | ||||||
| Estimate Nbr | 0001 | Period | 04/18/2023 TO 05/04/2023 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 2,760.00 | 2,760.000 | 609.880 | 0.000 | 609.880 | 55.00 | 33,543.40 | 33,543.40 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 1,289.00 | 1,289.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 973.00 | 973.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 278.00 | 278.000 | 0.000 | 0.000 | 97.47 | 0.00 | |||
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 880.47 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 27.00 | 27.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0035 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 3,210.00 | 3,210.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| 0040 | CL3 ASPH SURF 0.38D PG64-22 OUTSIDE SHOULDER | 00339 | TON | 3,583.00 | 3,583.000 | 0.000 | 0.000 | 97.00 | 0.00 | |||
| 0045 | CL4 ASPH SURF 0.38A PG76-22 MAINLINE AND INSIDE SHOULDER | 00342 | TON | 18,507.00 | 18,507.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING MAINLINE AND INSIDE SHOULDER (REVISED 3- | 02677 | TON | 22,090.00 | 22,090.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0060 | JOINT ADHESIVE | 20071EC | LF | 52,241.00 | 52,241.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0065 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 104,438.00 | 104,438.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0070 | FIBER REINFORCEMENT FOR HMA | 24785EC | TON | 20,076.00 | 20,076.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0075 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1,462,734.00 | 1,462,734.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0080 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 93.00 | 93.000 | 0.000 | 0.000 | 690.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0002 ROADWAY | |||||||
| 0085 | CAP CURB BOX INLET | 01634 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0090 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 468.00 | 468.000 | 55.000 | 0.000 | 55.000 | 16.84 | 926.20 | 926.20 | |
| 0095 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 16.84 | 0.00 | |||
| 0100 | REMOVE PCC PAVEMENT | 02058 | SQYD | 2,816.00 | 2,816.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0105 | REMOVE PAVEMENT | 02091 | SQYD | 715.00 | 715.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0110 | SITE PREPARATION | 02187 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 90,000.00 | 0.00 | |||
| 0115 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 5,387.50 | 5,387.500 | 450.000 | 0.000 | 450.000 | 38.41 | 17,284.50 | 17,284.50 | |
| 0120 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 1,312.50 | 1,312.500 | 0.000 | 0.000 | 50.07 | 0.00 | |||
| 0125 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 2.000 | 0.000 | 2.000 | 90.64 | 181.28 | 181.28 | |
| 0130 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 12,036.01 | 0.00 | |||
| 0135 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,564.64 | 0.00 | |||
| 0140 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 32.00 | 32.000 | 6.000 | 0.000 | 6.000 | 1,400.98 | 8,405.88 | 8,405.88 | |
| 0145 | REMOVE GUARDRAIL | 02381 | LF | 34,062.50 | 34,062.500 | 9,200.000 | 0.000 | 9,200.000 | 3.08 | 28,336.00 | 28,336.00 | |
| 0150 | TEMPORARY SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0155 | DITCHING AND SHOULDERING | 02575 | LF | 26,110.00 | 26,110.000 | 7,408.580 | 0.000 | 7,408.580 | 9.25 | 68,529.36 | 68,529.36 | |
| 0160 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,816.00 | 2,816.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0165 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.000 | 0.100 | 2,150,000.00 | 215,000.00 | 215,000.00 | |
| 0170 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 5.000 | 0.000 | 5.000 | 636.00 | 3,180.00 | 3,180.00 | |
| 0175 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 128.94 | 0.00 | |||
| 0180 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 227.60 | 0.00 | |||
| 0185 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 41.00 | 41.000 | 38.630 | 0.000 | 38.630 | 375.00 | 14,486.25 | 14,486.25 | |
| 0190 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 75,000.00 | 0.00 | |||
| 0195 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 0.000 | 2.000 | 424.00 | 848.00 | 848.00 | |
| 0200 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 81,021.00 | 81,021.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0205 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 63,239.00 | 63,239.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0210 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 6,975.00 | 6,975.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 0215 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,089.00 | 1,089.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0220 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 887.00 | 887.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0225 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0230 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 4.65 | 0.00 | |||
| 0235 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 186.00 | 186.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0240 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 375.00 | 375.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0245 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 155.00 | 0.00 | |||
| 0250 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0255 | INLAID PAVEMENT MARKER-B W/R | 06613 | EACH | 736.00 | 736.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0260 | INLAID PAVEMENT MARKER-B Y/R | 06614 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0265 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 49,948.89 | 0.00 | |||
| 0270 | FUEL ADJUSTMENT | 10020NS | DOLL | 65,607.00 | 65,607.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0275 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 160,309.00 | 160,309.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0280 | OBJECT MARKER TY 3 | 20191ED | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 49.98 | 0.00 | |||
| 0285 | GEOCOMPOSITE REINFORCEMENT FOR ASPHALT (ADDED 3-14-23) | 25010EC | SQYD | 715.00 | 715.000 | 0.000 | 0.000 | 48.53 | 0.00 | |||
| 0290 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 1,680.00 | 1,680.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0295 | BLOW UP/RELIEF JOINT | 20509ED | SQYD | 43.00 | 43.000 | 87.060 | 0.000 | 87.060 | 700.00 | 60,942.00 | 60,942.00 | |
| 0300 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 23,487.50 | 23,487.500 | 4,725.000 | 0.000 | 4,725.000 | 40.95 | 193,488.75 | 193,488.75 | |
| 0305 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 198.00 | 198.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
| 0310 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 96.00 | 96.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0315 | PAVE MARK TY 1 TAPE DOTTED LANE EXT | 23254ES717 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0320 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 1,720.00 | 1,720.000 | 0.000 | 0.000 | 5.05 | 0.00 | |||
| 0325 | PAVE STRIPE-WET REF TAPE-6 IN Y | 23871EC | LF | 580.00 | 580.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0330 | PAVE STRIPE-WET REF TAPE-6 IN W | 23872EC | LF | 730.00 | 730.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0340 | REPAIR SLOPE REPAIR | 24542EC | LF | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0345 | PAVE MARK THERMO CHEVRON | 24679ED | SQFT | 1,950.00 | 1,950.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0350 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 1,650.00 | 1,650.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0355 | PAVE MARK THERMO-WRONG WAY ARROW | 24689EC | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0360 | CABLE BARRIER SYSTEM REMOVE & RESTORE | 24707ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 30,502.51 | 0.00 | |||
| 0365 | LANE SEPARATOR CURB | 24768EC | LF | 80.00 | 80.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0370 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 96.00 | 96.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0375 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 250.00 | 250.000 | 0.000 | 0.000 | 67.14 | 0.00 | |||
| 0380 | THRIE BEAM GUARDRAIL TRANSITION TL-3 | 25078ED | EACH | 30.00 | 30.000 | 1.000 | 0.000 | 1.000 | 3,772.84 | 3,772.84 | 3,772.84 | |
| 0385 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 4.00 | 4.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 0390 | INSTALL RADAR PRESENCE DETECTOR TYPE A | 26119EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,380.00 | 0.00 | |||
| 0395 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 4.00 | 4.000 | 0.000 | 0.000 | 2,900.00 | 0.00 | |||
| 0400 | QUEUE WARNING PCMS | 26137EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0405 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0410 | PAINTING | 40102 | SQFT | 38,490.00 | 38,490.000 | 0.000 | 0.000 | 9.90 | 0.00 | |||
| 0600 | FABRIC-GEOTEXTILE CLASS 2 (ADDED 3-21-23) | 02603 | SQYD | 2,816.00 | 2,816.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 8006 | LANE CLOSURE Use of 9T Wall and Cushions | 02653 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0003 TRAFFIC LOOPS | |||||||
| 0415 | CONDUIT-1 1/4 IN | 04793 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0420 | CONDUIT-2 IN | 04795 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 0425 | TRENCHING AND BACKFILLING | 04820 | LF | 270.00 | 270.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0430 | PIEZOELECTRIC SENSOR | 04829 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,028.00 | 0.00 | |||
| 0435 | LOOP WIRE | 04830 | LF | 5,040.00 | 5,040.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0440 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0445 | GALVANIZED STEEL CABINET | 20359NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,372.00 | 0.00 | |||
| 0450 | WOOD POST | 20360ES818 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 576.00 | 0.00 | |||
| 0455 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,489.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0004 BRIDGE - 056B00151R I-64 OVER STORY AVE | |||||||
| 0460 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0465 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 136.00 | 136.000 | 118.000 | 0.000 | 118.000 | 500.00 | 59,000.00 | 59,000.00 | |
| 0470 | CONCRETE SEALING | 23378EC | SQFT | 925.00 | 925.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8001 | ELIMINATE TRANSVERSE JOINT I-64 EB over Story | 03300 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0005 BRIDGE - 056B00141R I-64 OVER MELLWOOD | |||||||
| 0475 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0480 | EXPAN JOINT REPLACE 3 IN | 03297 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0485 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 43.00 | 43.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0490 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 1,030.00 | 1,030.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0495 | CONCRETE SEALING | 23378EC | SQFT | 5,385.00 | 5,385.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 8007 | ARMORED EDGE FOR CONCRETE Back-wall Armored Edge | 03299 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0006 BRIDGE - 056B00149R I-64 EB OVER GRINSTEAD | |||||||
| 0500 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0505 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 175.00 | 175.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0510 | CONCRETE SEALING | 23378EC | SQFT | 1,150.00 | 1,150.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8002 | ELIMINATE TRANSVERSE JOINT I-64 EB over Grinstead | 03300 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0007 BRIDGE - 056B00149L I64 WB OVER GRINSTEAD | |||||||
| 0515 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 78.00 | 78.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0520 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 175.00 | 175.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0525 | CONCRETE SEALING | 23378EC | SQFT | 1,110.00 | 1,110.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8003 | ELIMINATE TRANSVERSE JOINT I-64 WB over Grinstead | 03300 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0008 BRIDGE - 056B00148R I64EB OVER LEXINGTON ROAD | |||||||
| 0530 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 116.00 | 116.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0535 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 177.00 | 177.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0540 | CONCRETE SEALING | 23378EC | SQFT | 1,225.00 | 1,225.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8004 | ELIMINATE TRANSVERSE JOINT I-64 EBover Lexington | 03300 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0009 BRIDGE - 056B00148L I64WB OVER LEXINGTON ROAD | |||||||
| 0545 | EXPAN JOINT REPLACE 1 IN | 03293 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0550 | BRIDGE BARRIER RETROFIT | 23032EN | LF | 168.00 | 168.000 | 160.000 | 0.000 | 160.000 | 500.00 | 80,000.00 | 80,000.00 | |
| 0555 | CONCRETE SEALING | 23378EC | SQFT | 1,135.00 | 1,135.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8005 | ELIMINATE TRANSVERSE JOINT I-64 WB over Lexington | 03300 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 890.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0010 BRIDGE - 056B00147R I64EB OVER BEALS BRANCH | |||||||
| 0560 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 35.00 | 35.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0565 | EPOXY SAND SLURRY | 08504 | SQYD | 63.00 | 63.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0570 | REM EPOXY BIT FOREIGN OVERLAY (REVISED 3-21-23) | 08510 | SQYD | 307.00 | 307.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0575 | CONCRETE OVERLAY-LATEX 2" OVERLAY AT 2759 SF PER BRIDGE REPORT | 08534 | CUYD | 17.00 | 17.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0590 | STEEL REINFORCEMENT-EPOXY COATED (ADDED 3-21-23) | 08151 | LB | 500.00 | 500.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0595 | BLAST CLEANING (ADDED 3-21-23) | 08549 | SQYD | 310.00 | 310.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE05600642314 | Fed/State Project Number | NHPP 0642 (200) | Category | 0011 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0580 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 0.500 | 0.000 | 0.500 | 603,784.08 | 301,892.04 | 301,892.04 | |
| 0585 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 190,000.00 | 0.00 | |||
| SUBTOT | $1,089,816.50 |
$1,089,816.50 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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