|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/29/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071016 | Estimate Number | 0026 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Bailey, Kevin J., P.E. | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | ADDR SN 1 VC Code VC0000027232 | |||||
| 1630 BROADYWAY | |||||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 04/29/2011 TO 06/03/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE05600640716 | ||||||
| Project No. | IM 64-2(157), IM 64-2 (157) NON | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | RIVERSIDE EXPRESSWAY (I-64) | ||||||
| Description | I-64 BRIDGE AND ASPHALT RESTORATION ON THE RIVERSIDE EX-WAY BETWEEN PRESTON STREET AND THE SHAWNEE EXPRESSWAY | ||||||
| Date Let | 03/23/2007 | Formal Acceptance | 04/25/2008 | ||||
| Date Awarded | 03/30/2007 | Date Work Began | 05/07/2007 | ||||
| Date Contract Executed | 04/19/2007 | Open To Traffic | 11/13/2007 | ||||
| Date NTP Issued | 04/19/2007 | Actual Completion Date | 11/13/2007 | ||||
| Current Contract Amount | $54,674,042.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $53,100,000.00 |
Total Earnings | $54,754,551.33 |
$54,713,160.86 |
$41,390.47 |
|
| Percent Complete | 99.67 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $182,721.62 |
Gross Earnings | $54,754,551.32 |
$54,713,160.85 |
$41,390.47 |
|
| Total Change Orders | $1,574,042.31 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $54,491,320.69 |
$54,449,930.22 |
$41,390.47 |
|||
| Contract Id | 071016 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0026 | Project Number | IM 64-2(157), IM 64-2 (157) NON | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 04/29/2011 TO 06/03/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Multiple Items from Pre-Project Meetings | Approved | 06/29/2007 | $319,915.16 | 0.0 | |||||
| 002 | Weekend 3 / MTV Change / Milling | Approved | 10/08/2007 | $-158.55 | 0.0 | |||||
| 003 | Extra Studs / Signing / Project Additions / Incentive | Approved | 09/22/2008 | $1,205,547.78 | 0.0 | |||||
| 004 | Drain and Trough Cleaning | Approved | 03/04/2010 | $48,737.92 | 0.0 | |||||
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 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | OTHER | 0014 | 0.00 |
$0.00 |
$0.12 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-31,008.60 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-18,760.90 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-4,932.40 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-12,388.32 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-22,833.72 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-4,330.62 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-17,302.82 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-13,431.60 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-14,726.88 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-26,328.46 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-14,142.24 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-18,280.58 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-17,458.56 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-1,234.80 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-41,159.66 |
||
| DE05600640716 | 0530 | ASPHALT WATERPROOFING MIX | RIDEABILITY | 0014 | 0.00 |
$0.00 |
$-4,085.42 |
||
| DE05600640716 | 0540 | PAVE STRIPING PERM-6 IN HD21A-WHITE | SUBSTANDARD ITEM | 0019 | -1,058.64 |
$0.26 |
$-275.25 |
||
| DE05600640716 | 0540 | PAVE STRIPING PERM-6 IN HD21A-WHITE | SUBSTANDARD ITEM | 0019 | -1,320.00 |
$0.26 |
$-343.20 |
||
| DE05600640716 | 0540 | PAVE STRIPING PERM-6 IN HD21A-WHITE | SUBSTANDARD ITEM | 0019 | -794.64 |
$0.26 |
$-206.61 |
||
| Contract Id | 071016 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | E1, E2, E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE05600640716 | ||||||
| Estimate Nbr | 0026 | Period | 04/29/2011 TO 06/03/2011 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 16,940.00 | 16,940.000 | 20,885.610 | 20,885.610 | 30.00 | 626,568.30 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 600.00 | 600.000 | 471.070 | 471.070 | 90.00 | 42,396.30 | |||
| 0030 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 40,495.00 | 40,495.000 | 19.930 | 39,204.000 | 39,223.930 | 55.00 | 1,096.15 | 2,157,316.15 | |
| 0040 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 14,714.00 | 14,714.000 | 15,934.000 | 15,934.000 | 65.00 | 1,035,710.00 | |||
| 0050 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | TON | 300.00 | 300.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0060 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 63,076.00 | 63,076.010 | 225.730 | 63,651.390 | 63,877.120 | 4.00 | 902.92 | 255,508.48 | |
| 0070 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0080 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 600.00 | 440.000 | 413.000 | 413.000 | 10.00 | 4,130.00 | |||
| 0090 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 610.00 | 440.000 | 448.000 | 448.000 | 10.00 | 4,480.00 | |||
| 0100 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 600.00 | 600.000 | 880.000 | 880.000 | 14.00 | 12,320.00 | |||
| 0110 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 20.00 | 20.000 | 20.000 | 20.000 | 220.00 | 4,400.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 100.00 | 100.000 | 98.000 | 98.000 | 300.00 | 29,400.00 | |||
| 0130 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 20.00 | 20.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0140 | REMOVE PAVEMENT JPC PAVEMENT | 02091 | SQYD | 73,627.00 | 73,627.000 | 73,631.620 | 73,631.620 | 12.00 | 883,579.44 | |||
| 0150 | WATER | 02242 | MGAL | 7,000.00 | 7,000.000 | 7,000.000 | 7,000.000 | 1.00 | 7,000.00 | |||
| 0160 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0170 | SIGNS | 02562 | SQFT | 9,500.00 | 5,250.000 | 5,248.690 | 5,248.690 | 19.50 | 102,349.45 | |||
| 0180 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0190 | EDGE KEY | 02585 | LF | 186.00 | 186.000 | 188.250 | 188.250 | 100.00 | 18,825.00 | |||
| 0200 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 73,627.00 | 73,627.000 | 73,631.620 | 73,631.620 | 2.50 | 184,079.05 | |||
| 0210 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,540,000.00 | 2,540,000.00 | |||
| 0220 | LANE CLOSURE | 02653 | EACH | 30.00 | 30.000 | 27.000 | 27.000 | 1,200.00 | 32,400.00 | |||
| 0230 | CROSSOVER EB1 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0240 | CROSSOVER EB2 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0250 | CROSSOVER WB1 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0260 | CROSSOVER WB2 | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0270 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 25.00 | 25.000 | 24.000 | 24.000 | 5,000.00 | 120,000.00 | |||
| 0280 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0290 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 120,000.00 | 120,000.00 | |||
| 0300 | FLASHING ARROW | 02775 | EACH | 12.00 | 7.000 | 7.000 | 7.000 | 1,500.00 | 10,500.00 | |||
| 0310 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0320 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0330 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 14,300.00 | 10,980.000 | 10,980.000 | 10,980.000 | 50.00 | 549,000.00 | |||
| 0340 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 26,000.00 | 26,000.000 | 119,148.000 | 119,148.000 | 0.19 | 22,638.12 | |||
| 0350 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 25,000.00 | 25,000.000 | 4,507.000 | 4,507.000 | 0.44 | 1,983.08 | |||
| 0360 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 75,000.00 | 1,720.000 | 1,718.000 | 1,718.000 | 2.50 | 4,295.00 | |||
| 0370 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 45,000.00 | 45,000.000 | 20,880.000 | 20,880.000 | 1.60 | 33,408.00 | |||
| 0380 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 45,000.00 | 45,000.000 | 27,550.000 | 27,550.000 | 1.60 | 44,080.00 | |||
| 0390 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 36.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0400 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0410 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0420 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,462.00 | 1,462.000 | 1,504.000 | 1,504.000 | 14.00 | 21,056.00 | |||
| 0430 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 1,129.00 | 1,129.000 | 1,336.000 | 1,336.000 | 14.00 | 18,704.00 | |||
| 0440 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 2,500.00 | 2,500.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0450 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 127,952.00 | 127,952.000 | 11.420 | -4,076.110 | -4,064.690 | 1.00 | 11.42 | -4,064.69 | |
| 0460 | FUEL ADJUSTMENT | 10020NS | DOLL | 59,612.00 | 59,612.000 | 4,382.140 | 59.480 | 4,441.620 | 1.00 | 4,382.14 | 4,441.62 | |
| 0470 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 115,157.00 | 5,000.000 | -6,199.100 | -41,131.380 | -47,330.480 | 1.00 | -6,199.10 | -47,330.48 | |
| 0480 | SHOULDER CLOSURE | 20068ES112 | EACH | 30.00 | 30.000 | 40.000 | 40.000 | 500.00 | 20,000.00 | |||
| 0490 | MILLING CONCRETE PAVEMENT | 20353ED | TON | 94.00 | 94.000 | 192.960 | 192.960 | 50.00 | 9,648.00 | |||
| 0500 | LAW ENFORCMENT OFFICER | 20411ED | HOUR | 29,900.00 | 25,075.000 | 25,074.000 | 25,074.000 | 29.00 | 727,146.00 | |||
| 0510 | SAW CUT | 20430ED | LF | 55,000.00 | 37,500.000 | 37,478.000 | 37,478.000 | 3.50 | 131,173.00 | |||
| 0520 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0530 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 8,405.00 | 8,405.000 | 8,719.190 | 8,719.190 | 240.00 | 2,092,605.60 | |||
| 0540 | PAVE STRIPING PERM-6 IN HD21A-WHITE | 21339ED | LF | 75,627.00 | 75,627.000 | 91,439.000 | 91,439.000 | 0.26 | 23,774.14 | |||
| 0550 | PAVE STRIPING PERM-6 IN HD21A-YELLOW | 21340ED | LF | 52,488.00 | 52,488.000 | 53,410.000 | 53,410.000 | 0.28 | 14,954.80 | |||
| 0560 | THIN FILM COATING | 21592EN | SQFT | 36,500.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0570 | PAVE STRIPING PERM- 12 IN HD21A-WHITE | 21667EN | LF | 5,388.00 | 5,388.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
| 0580 | CONC MED BARRIER TY 9 D1 | 21883EN | LF | 1,421.00 | 1,041.000 | 2,167.000 | 2,167.000 | 80.00 | 173,360.00 | |||
| 0590 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 1,421.00 | 1,041.000 | 1,241.500 | 1,241.500 | 35.00 | 43,452.50 | |||
| 0600 | CLEAN OUT PERFORATED PIPE HEADWALL | 21936NN | EACH | 24.00 | 24.000 | 30.000 | 30.000 | 750.00 | 22,500.00 | |||
| 0610 | TEMP BARRIER WALL Y SECTION | 21937NN | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 2350 | GORE CRASH CUSHION 13TH TO 7TH;9TH ST. RAMPS;2ND TOPRESTON | 22145ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,456.77 | 47,456.77 | |||
| 8002 | EW~ REMOVE & REPAIR DAMAGED MEDIAN BARRIER WALL | 10091EX | CUYD | 0.00 | 1.000 | 4.910 | 4.910 | 5,100.00 | 25,041.00 | |||
| 8003 | RETROFIT PIER Retrofit Bearings / Pier on SW Flyover to I-64 @ I-264 | 21986NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 107,247.60 | 107,247.60 | |||
| 8006 | EW~ Towing Service for Phase 2 | 10103NX | HOUR | 0.00 | 523.000 | 0.000 | 0.000 | 97.75 | 0.00 | |||
| 8007 | EW~ Temporary Entrance to Science Center Parking Lot | 10094NX | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 2,783.33 | 5,566.66 | |||
| 8008 | EW~ Lane Rental Fee for Lane Closure | 10103NX | HOUR | 0.00 | 14.000 | 14.000 | 14.000 | -1,200.00 | -16,800.00 | |||
| 8010 | MASONRY COATING | 02998 | SQYD | 0.00 | 4,055.550 | 4,278.400 | 4,278.400 | 18.90 | 80,861.76 | |||
| 8032 | EW~ Lane Rental for Completion of Weekend 3 Work | 10103NX | HOUR | 0.00 | 23.000 | 23.000 | 23.000 | -3,600.00 | -82,800.00 | |||
| 8049 | REMOVE AND RESET LUMINAIRE Install New Pole - Department Supplied | 20193ED | EACH | 0.00 | 20.000 | 20.000 | 20.000 | 1,094.10 | 21,882.00 | |||
| 8050 | INSTALL Luminaire Arm - Department Supplied | 93312N | EACH | 0.00 | 23.000 | 23.000 | 23.000 | 131.25 | 3,018.75 | |||
| 8052 | EW~ Furnish & Install New Anchor Bolt Plates for Luminaire Poles | 10094NX | EACH | 0.00 | 16.000 | 20.000 | 20.000 | 1,848.00 | 36,960.00 | |||
| 8058 | CRASH CUSHION REPLACEMENT ELEMENTS Replace Nose End and Object Marker | 20998ND | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,063.75 | 4,255.00 | |||
| 8060 | INSTALL Install Safety Shoes on Crash Cushions | 93312N | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 115.00 | 575.00 | |||
| 8067 | EW~ Patching Spalled Areas in Plinth Walls | 10097EX | SQFT | 0.00 | 100.000 | 427.300 | 427.300 | 300.00 | 128,190.00 | |||
| 8068 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 0.00 | 148.000 | 156.000 | 156.000 | 33.60 | 5,241.60 | |||
| 8069 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 0.00 | 78.000 | 85.000 | 85.000 | 33.60 | 2,856.00 | |||
| 8070 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 0.00 | 138.000 | 138.000 | 138.000 | 15.75 | 2,173.50 | |||
| 8071 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 0.00 | 58.000 | 58.000 | 58.000 | 15.75 | 913.50 | |||
| 8072 | DEMOBILIZATION Removal of Painting Containment on River Road | 02569 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,720.92 | 14,720.92 | |||
| 8073 | REMOBILIZATION Remobilize Painting Containment on River Road | 10100NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 51,393.38 | 51,393.38 | |||
| 8077 | INSTALL TRIMARC SUPPLIED ITEMS Reference Mile Marker Signs | 22942NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,750.00 | 1,750.00 | |||
| 8078 | SBM ALUMINUM PANEL SIGNS Retrofit Overhead Signs - Install Overlays | 06405 | SQFT | 0.00 | 49.500 | 49.500 | 49.500 | 295.80 | 14,642.10 | |||
| 8080 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 36.000 | 36.000 | 36.000 | 12.50 | 450.00 | |||
| 8095 | INSTALL SIGN Furnish and Install HazMat Signs for Detour Routes | 09507 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 12,621.00 | 63,105.00 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0002 TRAFFIC LOOPS | |||||||
| 0620 | CONDUIT-1 1/4 INCH | 04793 | LF | 160.00 | 160.000 | 43.000 | 43.000 | 7.00 | 301.00 | |||
| 0630 | CONDUIT-2 INCH | 04795 | LF | 170.00 | 170.000 | 138.000 | 138.000 | 9.00 | 1,242.00 | |||
| 0640 | TRENCHING AND BACKFILLING | 04820 | LF | 980.00 | 220.000 | 218.000 | 218.000 | 5.00 | 1,090.00 | |||
| 0650 | PIEZOELECTRIC SENSOR | 04829 | EACH | 25.00 | 18.000 | 18.000 | 18.000 | 2,600.00 | 46,800.00 | |||
| 0660 | LOOP WIRE | 04830 | LF | 7,140.00 | 7,140.000 | 6,796.000 | 6,796.000 | 0.45 | 3,058.20 | |||
| 0670 | CABLE-NO. 14/1 PAIR | 04850 | LF | 400.00 | 0.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0680 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,435.00 | 1,435.000 | 1,502.000 | 1,502.000 | 15.00 | 22,530.00 | |||
| 0690 | ELECTRICAL SERVICE | 04899 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0700 | INSTALL PAD MOUNT ENCLOSURE | 20213EC | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0710 | GALVANIZED STEEL CABINET | 20359EC | EACH | 6.00 | 2.000 | 2.000 | 2.000 | 1,157.00 | 2,314.00 | |||
| 0720 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 10.00 | 5.000 | 5.000 | 5.000 | 970.00 | 4,850.00 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0003 BRIDGE K & I TRR TRESTLE | |||||||
| 0730 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 1,552.00 | 12.000 | 3.320 | 3.320 | 110.00 | 365.20 | |||
| 0740 | ADJUST GUARDRAIL | 02350 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 9.68 | 726.00 | |||
| 0750 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 25.00 | 1,875.00 | |||
| 0770 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 0780 | REMOVE GUARDRAIL | 02381 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 2.00 | 150.00 | |||
| 0790 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0800 | FUSED CONNECTOR KIT | 04780 | EACH | 46.00 | 46.000 | 52.000 | 52.000 | 151.36 | 7,870.72 | |||
| 0810 | CONDUIT-2 INCH | 04795 | LF | 275.00 | 275.000 | 165.840 | 165.840 | 154.28 | 25,585.79 | |||
| 0820 | WIRE-NO. 4 | 04835 | LF | 12,600.00 | 12,600.000 | 8,956.840 | 8,956.840 | 3.91 | 35,021.24 | |||
| 0830 | WIRE-NO. 4 GROUND | 04835 | LF | 6,300.00 | 6,300.000 | 4,443.420 | 4,443.420 | 3.35 | 14,885.45 | |||
| 0840 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 25,869.00 | 25,869.000 | 25,662.500 | 25,662.500 | 8.00 | 205,300.00 | |||
| 0850 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0860 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 2,039.00 | 2,054.000 | 2,140.000 | 2,140.000 | 240.00 | 513,600.00 | |||
| 0870 | THIN FILM COATING | 21592EN | SQFT | 73,200.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 0880 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 799.20 | 799.200 | 801.960 | 801.960 | 3,000.00 | 2,405,880.00 | |||
| 0890 | G/R END CONN RETROFIT | 21985NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0900 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 991.00 | 991.00 | |||
| 2040 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 5,320.00 | 5,320.000 | 5,368.000 | 5,368.000 | 10.00 | 53,680.00 | |||
| 2050 | FASCIA RETROFIT | 22144ED | LF | 5,320.00 | 5,320.000 | 5,368.000 | 5,368.000 | 100.00 | 536,800.00 | |||
| 2060 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 2,039.00 | 2,039.010 | 2,140.000 | 2,140.000 | 6.00 | 12,840.00 | |||
| 8004 | EW~ Railroad Protective Insurance - CSX | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,107.00 | 19,107.00 | |||
| 8011 | MASONRY COATING | 02998 | SQYD | 0.00 | 8,133.330 | 7,577.750 | 7,577.750 | 18.90 | 143,219.47 | |||
| 8035 | REPAIR CONCRETE CURB Pneumatic Mortar | 03302 | LF | 0.00 | 100.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8041 | REM EPOXY BIT FOREIGN OVERLAY Hand Work- Small Areas | 08510 | SQYD | 0.00 | 105.500 | 101.760 | 101.760 | 315.00 | 32,054.40 | |||
| 8053 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 48,970.000 | 48,933.100 | 48,933.100 | 0.64 | 31,317.18 | |||
| 8054 | MACHINE PREP OF SLAB Additional Pass for Overlay Removal | 08551 | SQYD | 0.00 | 5,310.000 | 5,306.000 | 5,306.000 | 7.00 | 37,142.00 | |||
| 8079 | FLAGMEN AND R/R PROTECTIVE SERVICES | 21461ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 983.19 | 983.19 | |||
| 8081 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 47.000 | 47.000 | 47.000 | 1.58 | 74.26 | |||
| 8082 | EW~ Mobilization to Joint for Shear Connector Installation | 10094NX | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,510.00 | 4,530.00 | |||
| 8083 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 1.500 | 1.500 | 1.500 | 130.81 | 196.21 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0004 SIGNING | |||||||
| 0910 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 8,268.00 | 8,692.750 | 9,115.075 | 9,115.075 | 29.50 | 268,894.71 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0005 DEMOBILIZATION | |||||||
| 0920 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,450,000.00 | 2,450,000.00 | |||
| 0930 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 823,938.78 | 41,196.93 | 823,938.78 | |
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0006 BRIDGE K & I TRR & 27TH STREET | |||||||
| 0940 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 591.00 | 11.000 | 5.440 | 5.440 | 110.00 | 598.40 | |||
| 0950 | ADJUST GUARDRAIL | 02350 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 9.68 | 484.00 | |||
| 0960 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | |||
| 0980 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 0990 | REMOVE GUARDRAIL | 02381 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 2.00 | 100.00 | |||
| 1000 | FUSED CONNECTOR KIT | 04780 | EACH | 16.00 | 16.000 | 24.000 | 24.000 | 151.36 | 3,632.64 | |||
| 1010 | CONDUIT-2 INCH | 04795 | LF | 200.00 | 0.000 | 55.420 | 55.420 | 154.28 | 8,550.19 | |||
| 1020 | WIRE-NO. 4 | 04835 | LF | 4,600.00 | 4,600.000 | 3,755.670 | 3,755.670 | 3.91 | 14,684.66 | |||
| 1030 | WIRE-NO. 4 GROUND | 04835 | LF | 2,300.00 | 2,300.000 | 1,877.840 | 1,877.840 | 3.35 | 6,290.76 | |||
| 1040 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 9,848.00 | 9,848.000 | 9,044.300 | 9,044.300 | 8.00 | 72,354.40 | |||
| 1050 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1060 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 776.00 | 786.000 | 800.000 | 800.000 | 240.00 | 192,000.00 | |||
| 1070 | THIN FILM COATING | 21592EN | SQFT | 28,400.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1080 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 444.00 | 444.000 | 445.490 | 445.490 | 3,000.00 | 1,336,470.00 | |||
| 1090 | G/R END CONN RETROFIT | 21985NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 1100 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 2070 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 2,040.00 | 2,040.000 | 2,073.000 | 2,073.000 | 10.00 | 20,730.00 | |||
| 2080 | FASCIA RETROFIT | 22144ED | LF | 2,040.00 | 2,040.000 | 2,073.000 | 2,073.000 | 100.00 | 207,300.00 | |||
| 2090 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 776.00 | 776.010 | 800.000 | 800.000 | 6.00 | 4,800.00 | |||
| 8012 | MASONRY COATING | 02998 | SQYD | 0.00 | 3,155.550 | 2,922.160 | 2,922.160 | 18.90 | 55,228.82 | |||
| 8036 | REPAIR CONCRETE CURB Pneumatic Mortar | 03302 | LF | 0.00 | 150.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8042 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 51.000 | 66.050 | 66.050 | 315.00 | 20,805.75 | |||
| 8055 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 18,831.780 | 18,813.350 | 18,813.350 | 0.64 | 12,040.54 | |||
| 8056 | MACHINE PREP OF SLAB Additional Pass for Overlay Removal | 08551 | SQYD | 0.00 | 2,042.000 | 2,040.000 | 2,040.000 | 7.00 | 14,280.00 | |||
| 8084 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 30.000 | 30.000 | 30.000 | 1.58 | 47.40 | |||
| 8085 | EW~ Mobilization to Joint for Shear Connector Installation | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,510.00 | 3,020.00 | |||
| 8086 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 1.250 | 1.250 | 1.250 | 130.81 | 163.51 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0007 BRIDGE NW PKWY & 22ND STREET | |||||||
| 1110 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 361.00 | 11.000 | 7.120 | 7.120 | 110.00 | 783.20 | |||
| 1120 | ADJUST GUARDRAIL | 02350 | LF | 25.00 | 25.000 | 50.000 | 50.000 | 9.68 | 484.00 | |||
| 1130 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | |||
| 1150 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 1160 | REMOVE GUARDRAIL | 02381 | LF | 25.00 | 25.000 | 50.000 | 50.000 | 2.00 | 100.00 | |||
| 1170 | FUSED CONNECTOR KIT | 04780 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 151.36 | 2,119.04 | |||
| 1180 | CONDUIT-2 INCH | 04795 | LF | 275.00 | 275.000 | 253.200 | 253.200 | 154.28 | 39,063.69 | |||
| 1190 | WIRE-NO. 4 | 04835 | LF | 3,000.00 | 3,000.000 | 4,032.000 | 4,032.000 | 3.91 | 15,765.12 | |||
| 1200 | WIRE-NO. 4 GROUND | 04835 | LF | 1,500.00 | 1,500.000 | 1,486.000 | 1,486.000 | 3.35 | 4,978.10 | |||
| 1210 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 6,010.00 | 6,010.000 | 5,681.000 | 5,681.000 | 8.00 | 45,448.00 | |||
| 1220 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1230 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 474.00 | 480.000 | 500.000 | 500.000 | 240.00 | 120,000.00 | |||
| 1240 | THIN FILM COATING | 21592EN | SQFT | 18,000.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1250 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 1,069.20 | 1,046.450 | 1,024.290 | 1,024.290 | 3,000.00 | 3,072,870.00 | |||
| 1260 | G/R END CONN RETROFIT | 21985NN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 1270 | REPAIR SIGN TRUSS TRUSS 147 | 21987NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,066.90 | 30,066.90 | |||
| 1280 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 2100 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 980.00 | 980.000 | 1,602.800 | 1,602.800 | 10.00 | 16,028.00 | |||
| 2110 | FASCIA RETROFIT | 22144ED | LF | 980.00 | 980.000 | 1,602.800 | 1,602.800 | 100.00 | 160,280.00 | |||
| 2120 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 474.00 | 474.010 | 500.000 | 500.000 | 6.00 | 3,000.00 | |||
| 8009 | ELIMINATE TRANSVERSE JOINT Joint on 22nd Street Offramp | 03300 | LF | 0.00 | 25.500 | 24.000 | 24.000 | 2,889.23 | 69,341.52 | |||
| 8013 | MASONRY COATING | 02998 | SQYD | 0.00 | 2,000.000 | 1,989.290 | 1,989.290 | 18.90 | 37,597.58 | |||
| 8043 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 29.000 | 28.330 | 28.330 | 315.00 | 8,923.95 | |||
| 8057 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 4,859.550 | 6,216.660 | 6,216.660 | 0.64 | 3,978.66 | |||
| 8087 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 857.000 | 857.000 | 857.000 | 1.58 | 1,354.06 | |||
| 8088 | EW~ Mobilization to joint for Shear Connector Installation | 10094NX | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 1,510.00 | 9,060.00 | |||
| 8089 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 31.500 | 31.500 | 31.500 | 130.81 | 4,120.51 | |||
| 8093 | MECHANICAL REINF COUPLER #6 Furnish and Install | 08131 | EACH | 0.00 | 177.000 | 177.000 | 177.000 | 65.50 | 11,593.50 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0008 BRIDGE 17TH ST & 13TH ST | |||||||
| 1290 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 1,245.00 | 75.000 | 45.790 | 45.790 | 110.00 | 5,036.90 | |||
| 1300 | ADJUST GUARDRAIL | 02350 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 9.68 | 242.00 | |||
| 1310 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 25.00 | 625.00 | |||
| 1330 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 1340 | REMOVE GUARDRAIL | 02381 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 2.00 | 50.00 | |||
| 1350 | FUSED CONNECTOR KIT | 04780 | EACH | 36.00 | 36.000 | 34.000 | 34.000 | 151.36 | 5,146.24 | |||
| 1360 | CONDUIT-2 INCH | 04795 | LF | 175.00 | 175.000 | 78.500 | 78.500 | 154.28 | 12,110.98 | |||
| 1370 | WIRE-NO. 4 | 04835 | LF | 9,400.00 | 9,400.000 | 4,800.000 | 4,800.000 | 3.91 | 18,768.00 | |||
| 1380 | WIRE-NO. 4 GROUND | 04835 | LF | 4,700.00 | 4,700.000 | 2,400.000 | 2,400.000 | 3.35 | 8,040.00 | |||
| 1390 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 20,741.00 | 20,741.000 | 16,275.300 | 16,275.300 | 8.00 | 130,202.40 | |||
| 1400 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.007 | 0.007 | 5,000.00 | 35.00 | |||
| 1410 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 1,635.00 | 1,640.000 | 1,700.000 | 1,700.000 | 240.00 | 408,000.00 | |||
| 1420 | THIN FILM COATING | 21592EN | SQFT | 47,600.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1430 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 641.30 | 641.300 | 644.790 | 644.790 | 3,000.00 | 1,934,370.00 | |||
| 1440 | G/R END CONN RETROFIT | 21985NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1450 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 2130 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 3,520.00 | 3,520.000 | 3,633.000 | 3,633.000 | 10.00 | 36,330.00 | |||
| 2140 | FASCIA RETROFIT | 22144ED | LF | 3,520.00 | 3,520.000 | 3,633.000 | 3,633.000 | 100.00 | 363,300.00 | |||
| 2150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 1,635.00 | 1,635.010 | 1,700.000 | 1,700.000 | 6.00 | 10,200.00 | |||
| 8005 | EW~ Railroad Protective Insurance - Norfolk Southern | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 29,972.00 | 29,972.00 | |||
| 8014 | MASONRY COATING | 02998 | SQYD | 0.00 | 5,288.880 | 6,711.510 | 6,711.510 | 18.90 | 126,847.53 | |||
| 8028 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 100.000 | 1,442.000 | 1,442.000 | 1.58 | 2,278.36 | |||
| 8029 | EW~ Mobilization to joint for Shear Connectors | 10094NX | EACH | 0.00 | 3.000 | 10.000 | 10.000 | 1,510.00 | 15,100.00 | |||
| 8030 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 5.000 | 40.000 | 40.000 | 130.81 | 5,232.40 | |||
| 8044 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 42.500 | 41.320 | 41.320 | 315.00 | 13,015.80 | |||
| 8059 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 20,740.620 | 22,624.000 | 22,624.000 | 0.64 | 14,479.36 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0009 BRIDGE 13TH ST & 7TH ST | |||||||
| 1460 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 1,930.00 | 340.000 | 23.430 | 23.430 | 110.00 | 2,577.30 | |||
| 1470 | FUSED CONNECTOR KIT | 04780 | EACH | 58.00 | 58.000 | 36.000 | 36.000 | 151.36 | 5,448.96 | |||
| 1480 | CONDUIT-2 INCH | 04795 | LF | 275.00 | 275.000 | 283.730 | 283.730 | 154.28 | 43,773.86 | |||
| 1490 | WIRE-NO. 4 | 04835 | LF | 11,600.00 | 11,600.000 | 5,870.000 | 5,870.000 | 3.91 | 22,951.70 | |||
| 1500 | WIRE-NO. 4 GROUND | 04835 | LF | 5,800.00 | 5,800.000 | 2,780.000 | 2,780.000 | 3.35 | 9,313.00 | |||
| 1510 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 32,170.00 | 32,170.000 | 31,309.800 | 31,309.800 | 8.00 | 250,478.40 | |||
| 1520 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1530 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 2,535.00 | 2,540.000 | 2,600.000 | 2,600.000 | 240.00 | 624,000.00 | |||
| 1540 | THIN FILM COATING | 21592EN | SQFT | 82,900.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1550 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 997.70 | 997.700 | 999.960 | 999.960 | 3,000.00 | 2,999,880.00 | |||
| 1560 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 991.00 | 991.00 | |||
| 2160 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 7,270.00 | 7,270.000 | 9,435.500 | 9,435.500 | 10.00 | 94,355.00 | |||
| 2170 | FASCIA RETROFIT | 22144ED | LF | 7,270.00 | 7,270.000 | 8,270.000 | 8,270.000 | 100.00 | 827,000.00 | |||
| 2180 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 2,535.00 | 2,535.010 | 2,600.000 | 2,600.000 | 6.00 | 15,600.00 | |||
| 8015 | MASONRY COATING | 02998 | SQYD | 0.00 | 9,211.100 | 10,697.210 | 10,697.210 | 18.90 | 202,177.26 | |||
| 8025 | EW~ Shear Connectors | 10094NX | EACH | 0.00 | 200.000 | 2,390.000 | 2,390.000 | 1.58 | 3,776.20 | |||
| 8026 | EW~ Mobilization to Joint for Shear Connectors | 10094NX | EACH | 0.00 | 5.000 | 21.000 | 21.000 | 1,510.00 | 31,710.00 | |||
| 8027 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 5.000 | 73.750 | 73.750 | 130.81 | 9,647.23 | |||
| 8045 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 45.000 | 44.000 | 44.000 | 315.00 | 13,860.00 | |||
| 8061 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 32,168.890 | 40,822.220 | 40,822.220 | 0.64 | 26,126.22 | |||
| 8062 | MACHINE PREP OF SLAB Additional Pass for Overlay Removal | 08551 | SQYD | 0.00 | 2,400.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0010 BRIDGE NINTH ST RAMPS | |||||||
| 1570 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 850.00 | 15.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 1580 | FUSED CONNECTOR KIT | 04780 | EACH | 60.00 | 60.000 | 69.000 | 69.000 | 151.36 | 10,443.84 | |||
| 1590 | CONDUIT-2 INCH | 04795 | LF | 275.00 | 550.000 | 443.000 | 443.000 | 154.28 | 68,346.04 | |||
| 1600 | WIRE-NO. 4 | 04835 | LF | 8,000.00 | 8,000.000 | 6,636.000 | 6,636.000 | 3.91 | 25,946.76 | |||
| 1610 | WIRE-NO. 4 GROUND | 04835 | LF | 4,000.00 | 4,000.000 | 2,828.000 | 2,828.000 | 3.35 | 9,473.80 | |||
| 1620 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1630 | MACHINE PREP OF SLAB | 08551 | SQYD | 13,829.00 | 13,829.000 | 17,551.000 | 17,551.000 | 7.00 | 122,857.00 | |||
| 1640 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 1,090.00 | 1,095.000 | 1,090.000 | 1,090.000 | 240.00 | 261,600.00 | |||
| 1650 | THIN FILM COATING | 21592EN | SQFT | 79,300.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1660 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 631.00 | 631.000 | 636.330 | 636.330 | 3,000.00 | 1,908,990.00 | |||
| 1670 | REPAIR SIGN TRUSS TRUSS 115 | 21987NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,142.50 | 20,142.50 | |||
| 1680 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 1690 | TERMINAL JOINT RECONSTRUCTION | 21989EN | LF | 92.50 | 92.500 | 92.170 | 92.170 | 800.00 | 73,736.00 | |||
| 2190 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,000.00 | 28,000.00 | |||
| 2200 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 2210 | REMOVE GUARDRAIL | 02381 | LF | 237.50 | 237.500 | 237.500 | 237.500 | 2.00 | 475.00 | |||
| 2220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 237.50 | 237.500 | 237.500 | 237.500 | 25.00 | 5,937.50 | |||
| 2230 | RELOCATE GUARDRAIL SYSTEM | 02385 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 10.05 | 753.75 | |||
| 2240 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,935.00 | 2,935.00 | |||
| 2250 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 2260 | REPAIR CONCRETE CURB | 03302 | LF | 26.00 | 0.000 | 658.270 | 658.270 | 250.00 | 164,567.50 | |||
| 2270 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 8,350.00 | 8,350.000 | 9,696.000 | 9,696.000 | 10.00 | 96,960.00 | |||
| 2280 | FASCIA RETROFIT | 22144ED | LF | 8,350.00 | 8,350.000 | 8,350.000 | 8,350.000 | 100.00 | 835,000.00 | |||
| 2290 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 1,090.00 | 1,090.010 | 1,090.000 | 1,090.000 | 6.00 | 6,540.00 | |||
| 8016 | MASONRY COATING | 02998 | SQYD | 0.00 | 8,811.100 | 7,965.900 | 7,965.900 | 18.90 | 150,555.51 | |||
| 8031 | ADJUST INLET Raise Type IV Drains on 9th Street Ramps | 01719 | EACH | 0.00 | 262.000 | 262.000 | 262.000 | 73.06 | 19,141.72 | |||
| 8040 | REMOVE Heating Equipment on 9th Street Ramps | 74072N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 26,977.65 | 26,977.65 | |||
| 8046 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 20.000 | 18.710 | 18.710 | 315.00 | 5,893.65 | |||
| 8090 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 464.000 | 464.000 | 464.000 | 1.58 | 733.12 | |||
| 8091 | EW~ Mobilization to Joint for Shear Connector Installation | 10094NX | EACH | 0.00 | 17.000 | 17.000 | 17.000 | 1,510.00 | 25,670.00 | |||
| 8092 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 24.500 | 24.500 | 24.500 | 130.81 | 3,204.84 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0011 BRIDGE 7TH ST TO 2ND ST | |||||||
| 1700 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 1,616.00 | 46.000 | 30.470 | 30.470 | 110.00 | 3,351.70 | |||
| 1710 | FUSED CONNECTOR KIT | 04780 | EACH | 44.00 | 44.000 | 55.000 | 55.000 | 151.36 | 8,324.80 | |||
| 1720 | CONDUIT-2 INCH | 04795 | LF | 275.00 | 71.500 | 89.920 | 89.920 | 154.28 | 13,872.85 | |||
| 1730 | WIRE-NO. 4 | 04835 | LF | 12,200.00 | 10,400.000 | 6,824.000 | 6,824.000 | 3.91 | 26,681.84 | |||
| 1740 | WIRE-NO. 4 GROUND | 04835 | LF | 6,100.00 | 3,420.000 | 3,412.000 | 3,412.000 | 3.35 | 11,430.20 | |||
| 1750 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 26,888.00 | 26,888.000 | 27,058.800 | 27,058.800 | 8.00 | 216,470.40 | |||
| 1760 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 0.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1770 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 2,119.00 | 2,134.000 | 2,225.000 | 2,225.000 | 240.00 | 534,000.00 | |||
| 1780 | THIN FILM COATING | 21592EN | SQFT | 74,000.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1790 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 801.50 | 801.500 | 803.540 | 803.540 | 3,000.00 | 2,410,620.00 | |||
| 1800 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 1810 | CROSSFRAME REMOVAL | 21990NN | EACH | 92.00 | 92.000 | 91.000 | 91.000 | 600.00 | 54,600.00 | |||
| 1820 | WEB REPAIR TY A | 21991NN | EACH | 59.00 | 59.000 | 57.000 | 57.000 | 400.00 | 22,800.00 | |||
| 1830 | WEB REPAIR TY B | 21992NN | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 1,000.00 | 38,000.00 | |||
| 2300 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 5,500.00 | 4,665.000 | 2,114.100 | 2,114.100 | 10.00 | 21,141.00 | |||
| 2310 | FASCIA RETROFIT | 22144ED | LF | 5,500.00 | 5,340.000 | 5,338.160 | 5,338.160 | 100.00 | 533,816.00 | |||
| 2320 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 2,119.00 | 2,119.010 | 2,225.000 | 2,225.000 | 6.00 | 13,350.00 | |||
| 8017 | MASONRY COATING | 02998 | SQYD | 0.00 | 6,862.220 | 6,858.850 | 6,858.850 | 18.90 | 129,632.26 | |||
| 8019 | EW~ Shear Connector | 10094NX | EACH | 0.00 | 150.000 | 374.000 | 374.000 | 1.58 | 590.92 | |||
| 8020 | EW~ Mobilization to Joint for Shear Connectors | 10094NX | EACH | 0.00 | 5.000 | 17.000 | 17.000 | 1,510.00 | 25,670.00 | |||
| 8021 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 5.000 | 19.500 | 19.500 | 130.81 | 2,550.79 | |||
| 8034 | REPAIR CONCRETE CURB Pneumatic Mortar | 03302 | LF | 0.00 | 150.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8037 | REPAIR/PATCH BARRIER Median Wall and Curb under Belvedere | 21758NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 81,300.00 | 81,300.00 | |||
| 8047 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 185.000 | 182.970 | 182.970 | 315.00 | 57,635.55 | |||
| 8063 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Inch Additional Removal | 08510 | SQYD | 0.00 | 26,887.910 | 14,032.000 | 14,032.000 | 0.64 | 8,980.48 | |||
| 8064 | MACHINE PREP OF SLAB Additional Pass for Overlay Removal | 08551 | SQYD | 0.00 | 13,443.960 | 14,032.000 | 14,032.000 | 7.00 | 98,224.00 | |||
| 8076 | CASTING W/LID Replacement Grates for DBI Structures on Bridge Decks | 20147EC | EACH | 0.00 | 9.000 | 9.000 | 9.000 | 428.00 | 3,852.00 | |||
| 8096 | RETROFIT PIER Piers in 3rd/ River Road Parking Areas | 21986NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0012 BRIDGE 3RD ST TO PRESTON | |||||||
| 1840 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 1,855.00 | 155.000 | 149.900 | 149.900 | 110.00 | 16,489.00 | |||
| 1850 | ADJUST GUARDRAIL | 02350 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 9.68 | 484.00 | |||
| 1860 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 25.00 | 1,250.00 | |||
| 1880 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,000.00 | 14,000.00 | |||
| 1890 | REMOVE GUARDRAIL | 02381 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 2.00 | 100.00 | |||
| 1900 | FUSED CONNECTOR KIT | 04780 | EACH | 36.00 | 36.000 | 40.000 | 40.000 | 151.36 | 6,054.40 | |||
| 1910 | CONDUIT-2 INCH | 04795 | LF | 250.00 | 1,185.000 | 1,025.190 | 1,025.190 | 154.28 | 158,166.31 | |||
| 1920 | WIRE-NO. 4 | 04835 | LF | 12,600.00 | 12,600.000 | 8,866.330 | 8,866.330 | 3.91 | 34,667.35 | |||
| 1930 | WIRE-NO. 4 GROUND | 04835 | LF | 6,300.00 | 6,300.000 | 4,433.170 | 4,433.170 | 3.35 | 14,851.11 | |||
| 1940 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 30,903.00 | 30,903.000 | 31,157.720 | 31,157.720 | 8.00 | 249,261.76 | |||
| 1950 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 2.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1960 | ASPHALT WATERPROOFING MIX | 21138ED | TON | 2,436.00 | 2,455.000 | 2,550.000 | 2,550.000 | 240.00 | 612,000.00 | |||
| 1970 | THIN FILM COATING | 21592EN | SQFT | 97,600.00 | 0.000 | 0.000 | 0.000 | 2.35 | 0.00 | |||
| 1980 | EXPANSION JOINT RECONSTRUCTION | 21984EN | LF | 1,183.10 | 1,183.100 | 1,186.250 | 1,186.250 | 3,000.00 | 3,558,750.00 | |||
| 1990 | G/R END CONN RETROFIT | 21985NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 2000 | RETROFIT PIER PIER 109 | 21986NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 2010 | JUNCTION BOX-6 IN X 6 IN X 16 IN | 21988NN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 991.00 | 0.00 | |||
| 2330 | REMOVE AND TRANSPORT HANDRAIL | 20173ED | LF | 6,750.00 | 6,750.000 | 7,462.560 | 7,462.560 | 10.00 | 74,625.60 | |||
| 2340 | FASCIA RETROFIT | 22144ED | LF | 6,750.00 | 6,750.000 | 6,750.000 | 6,750.000 | 100.00 | 675,000.00 | |||
| 2360 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 2,436.00 | 2,436.010 | 2,550.000 | 2,550.000 | 6.00 | 15,300.00 | |||
| 8018 | MASONRY COATING | 02998 | SQYD | 0.00 | 11,544.440 | 11,991.230 | 11,991.230 | 18.90 | 226,634.24 | |||
| 8022 | EW~ Shear Connectors | 10094NX | EACH | 0.00 | 150.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 8023 | EW~ Mobilization to Joint for Shear Connectors | 10094NX | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 1,510.00 | 0.00 | |||
| 8024 | EW~ Clean and Prep Beams for Shear Connectors | 10103NX | HOUR | 0.00 | 5.000 | 0.000 | 0.000 | 130.81 | 0.00 | |||
| 8033 | REPAIR CONCRETE CURB Pneumatic Mortar | 03302 | LF | 0.00 | 150.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 8038 | REMOVE CONC MEDIAN BARRIER 2nd Street Ramp | 21935EN | LF | 0.00 | 120.000 | 120.000 | 120.000 | 35.00 | 4,200.00 | |||
| 8039 | CONCRETE BARRIER WALL MODIFIED 10-D-1 Wall at 2nd Street | 02000 | LF | 0.00 | 850.000 | 880.000 | 880.000 | 80.00 | 70,400.00 | |||
| 8048 | REM EPOXY BIT FOREIGN OVERLAY Hand Work - Small Areas | 08510 | SQYD | 0.00 | 225.000 | 216.220 | 216.220 | 315.00 | 68,109.30 | |||
| 8065 | REM EPOXY BIT FOREIGN OVERLAY 1/4 Additional Removal | 08510 | SQYD | 0.00 | 30,902.830 | 33,028.620 | 33,028.620 | 0.64 | 21,138.31 | |||
| 8066 | MACHINE PREP OF SLAB Additional Pass for Overlay Removal | 08551 | SQYD | 0.00 | 1.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8094 | CONCRETE BARRIER WALL CONNECTOR Remove and Replace Retrofit Wall Transition | 20396ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,100.74 | 4,100.74 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0013 BRIDGE KENNEDY PIER 5 | |||||||
| 2020 | RETROFIT PIER KENNEDY PIER 5 | 21986NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 190,000.00 | 190,000.00 | |||
| 8001 | PIER CAP REPAIR Pier No. 5 - Kennedy Bridge | 21527ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 68,882.40 | 68,882.40 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0014 BRIDGE CLEAN & PAINT STRUCTURAL STEEL | |||||||
| 2030 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,750,000.00 | 3,750,000.00 | |||
| Project | DE05600640716 | Fed/State Project Number | IM 64-2(157) | Category | 0016 INCENTIVE/DISINCENTIVE | |||||||
| 3000 | INCENTIVE/DISINCENTIVE DISINCENTIVE FOR WORK OVER OR OUTSIDE OF HOURS BID | 02571 | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | -1.00 | -0.00 | |||
| 3010 | INCENTIVE/DISINCENTIVE DISINCENTIVE FOR ROAD CLOSURES | 02571 | DOLL | 0.00 | 0.001 | 27,000.000 | 27,000.000 | -1.00 | -27,000.00 | |||
| 3020 | INCENTIVE/DISINCENTIVE INCENTIVE PAYMENT | 02571 | DOLL | 0.00 | 2,000,000.001 | 2,000,000.000 | 2,000,000.000 | 1.00 | 2,000,000.00 | |||
| 3030 | INCENTIVE/DISINCENTIVE DISINCENTIVE AFTER FIXED DATE COMPLETION | 02571 | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | -1.00 | -0.00 | |||
| SUBTOT | $41,390.46 |
$54,585,325.85 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0530-1-0I |
Rosphalt Material | TON |
2,015.00 | 0002 | $97.850000 | $197,167.75 | ||||||
0880-1-0I |
Expansion Joints and Seals | LF |
517.20 | 0002 | $37.375000 | $19,330.35 | ||||||
1080-1-0I |
Expansion Joints and Seals | LF |
444.00 | 0002 | $37.375000 | $16,594.50 | ||||||
1230-1-0I |
Rosphalt Material | TON |
225.00 | 0002 | $97.850000 | $22,016.25 | ||||||
1250-1-0I |
Expansion Joints and Seals | LF |
1,069.20 | 0002 | $37.375000 | $39,961.35 | ||||||
1430-1-0I |
Expansion Joints and Seals | LF |
359.30 | 0002 | $37.375000 | $13,428.83 | ||||||
1550-1-0I |
Expansion Joints and Seals | LF |
997.70 | 0002 | $37.375000 | $37,289.03 | ||||||
1660-1-0I |
Expansion Joints and Seals | LF |
631.00 | 0002 | $37.375000 | $23,583.62 | ||||||
1770-1-0I |
Rosphalt Material | TON |
375.00 | 0002 | $97.850000 | $36,693.75 | ||||||
1790-1-0I |
Expansion Joint and Seals | LF |
801.50 | 0002 | $37.375000 | $29,956.06 | ||||||
1960-1-0I |
Rosphalt Material | TON |
1,000.00 | 0002 | $97.850000 | $97,850.00 | ||||||
1980-1-0I |
EXPANSION JOINT RECONSTRUCTION | LF |
1,183.10 | 0002 | $37.375000 | $44,218.36 | ||||||
0530-2-0I |
Rosphalt Materials | TON |
140.00 | 0003 | $97.850000 | $13,699.00 | ||||||
0620-1-0I |
CONDUIT | LF |
160.00 | 0003 | $1.982100 | $317.13 | ||||||
0630-1-0I |
CONDUIT | LF |
170.00 | 0003 | $2.814400 | $478.44 | ||||||
0660-1-0I |
WIRE, ELECTRICAL | LF |
7,140.00 | 0003 | $0.133000 | $949.62 | ||||||
0800-1-0I |
Fuse Holder and Fuse | EACH |
46.00 | 0003 | $30.580000 | $1,406.68 | ||||||
0810-1-0I |
CONDUIT | LF |
275.00 | 0003 | $2.814400 | $773.96 | ||||||
0820-1-0I |
WIRE, ELECTRICAL | LF |
12,600.00 | 0003 | $0.784500 | $9,884.70 | ||||||
0830-1-0I |
WIRE, ELECTRICAL | LF |
6,300.00 | 0003 | $0.784500 | $4,942.35 | ||||||
1000-1-0I |
Fuse Holder and Fuse | EACH |
16.00 | 0003 | $30.580000 | $489.28 | ||||||
1010-1-0I |
CONDUIT | LF |
200.00 | 0003 | $2.814400 | $562.88 | ||||||
1020-2-0I |
WIRE, ELECTRICAL | LF |
1,400.00 | 0003 | $0.784500 | $1,098.30 | ||||||
1020-1-0I |
WIRE, ELECTRICAL | LF |
3,200.00 | 0003 | $0.784500 | $2,510.40 | ||||||
1030-1-0I |
WIRE, ELECTRICAL | LF |
2,300.00 | 0003 | $0.784500 | $1,804.35 | ||||||
1170-1-0I |
Fuse Holder and Fuse | EACH |
12.00 | 0003 | $30.580000 | $366.96 | ||||||
1180-1-0I |
CONDUIT | LF |
275.00 | 0003 | $2.814400 | $773.96 | ||||||
1190-1-0I |
WIRE, ELECTRICAL | LF |
3,000.00 | 0003 | $0.784500 | $2,353.50 | ||||||
1200-1-0I |
WIRE, ELECTRICAL | LF |
1,500.00 | 0003 | $0.784500 | $1,176.75 | ||||||
1230-2-0I |
Rosphalt Materials | TON |
20.00 | 0003 | $97.850000 | $1,957.00 | ||||||
1350-1-0I |
Fuse Holder and Fuse | EACH |
36.00 | 0003 | $30.580000 | $1,100.88 | ||||||
1360-1-0I |
CONDUIT | LF |
175.00 | 0003 | $2.814400 | $492.52 | ||||||
1370-1-0I |
WIRE, ELECTRICAL | LF |
8,400.00 | 0003 | $0.784500 | $6,589.80 | ||||||
1380-1-0I |
WIRE, ELECTRICAL | LF |
4,700.00 | 0003 | $0.784500 | $3,687.15 | ||||||
1410-1-0I |
Rosphalt Materials | TON |
610.00 | 0003 | $97.850000 | $59,688.50 | ||||||
1470-1-0I |
Fuse Holder and Fuse | EACH |
58.00 | 0003 | $30.580000 | $1,773.64 | ||||||
1480-1-0I |
CONDUIT | LF |
265.00 | 0003 | $2.814400 | $745.81 | ||||||
1490-1-0I |
WIRE, ELECTRICAL | LF |
11,600.00 | 0003 | $0.784500 | $9,100.20 | ||||||
1500-1-0I |
WIRE, ELECTRICAL | LF |
5,800.00 | 0003 | $0.784500 | $4,550.10 | ||||||
1580-1-0I |
Fuse Holder and Fuse | EACH |
60.00 | 0003 | $30.580000 | $1,834.80 | ||||||
1590-1-0I |
CONDUIT | LF |
275.00 | 0003 | $2.814400 | $773.96 | ||||||
1600-1-0I |
WIRE, ELECTRICAL | LF |
8,000.00 | 0003 | $0.784500 | $6,276.00 | ||||||
1610-1-0I |
WIRE, ELECTRICAL | LF |
4,000.00 | 0003 | $0.784500 | $3,138.00 | ||||||
1640-1-0I |
Rosphalt Materials | TON |
905.00 | 0003 | $97.850000 | $88,554.25 | ||||||
1710-1-0I |
Fuse Holder and Fuse | EACH |
44.00 | 0003 | $30.580000 | $1,345.52 | ||||||
1720-1-0I |
CONDUIT | LF |
275.00 | 0003 | $2.814400 | $773.96 | ||||||
1730-1-0I |
WIRE, ELECTRICAL | LF |
12,200.00 | 0003 | $0.784500 | $9,570.90 | ||||||
1740-1-0I |
WIRE, ELECTRICAL | LF |
6,100.00 | 0003 | $0.784500 | $4,785.45 | ||||||
1770-3-0I |
Rosphalt Materials | TON |
930.00 | 0003 | $97.850000 | $91,000.50 | ||||||
1770-2-0I |
Rosphalt Materials | TON |
685.00 | 0003 | $97.850000 | $67,027.25 | ||||||
1900-1-0I |
Fuse Holder and Fuse | EACH |
36.00 | 0003 | $30.580000 | $1,100.88 | ||||||
1910-1-0I |
CONDUIT | LF |
250.00 | 0003 | $2.814400 | $703.60 | ||||||
1920-1-0I |
WIRE, ELECTRICAL | LF |
12,600.00 | 0003 | $0.784500 | $9,884.70 | ||||||
1930-1-0I |
WIRE, ELECTRICAL | LF |
6,300.00 | 0003 | $0.784500 | $4,942.35 | ||||||
1960-3-0I |
Rosphalt Materials | TON |
930.00 | 0003 | $97.850000 | $91,000.50 | ||||||
1960-2-0I |
Rosphalt Materials | TON |
320.00 | 0003 | $97.850000 | $31,312.00 | ||||||
0530-1-3I |
Rosphalt Material | TON |
930.00 | 0004 | $97.850000 | $91,000.50 | ||||||
0530-1-2I |
Rosphalt Material | TON |
930.00 | 0004 | $97.850000 | $91,000.50 | ||||||
0530-1-1I |
Rosphalt Material | TON |
930.00 | 0004 | $97.850000 | $91,000.50 | ||||||
0530-3-0I |
Edge Sealer | BBL |
10.00 | 0005 | $79.800000 | $798.00 | ||||||
0860-1-0I |
Rosphalt Material | TON |
930.00 | 0005 | $97.850000 | $91,000.50 | ||||||
1060-1-0I |
Edge Sealer | BBL |
10.00 | 0005 | $79.800000 | $798.00 | ||||||
1230-3-0I |
Edge Sealer | BBL |
26.00 | 0005 | $79.800000 | $2,074.00 | ||||||
1410-2-0I |
Edge Sealer | BBL |
50.00 | 0005 | $79.800000 | $3,990.00 | ||||||
1640-2-0I |
Edge Sealer | BBL |
48.00 | 0005 | $79.800000 | $3,830.40 | ||||||
1770-4-0I |
Edge Sealer | BBL |
50.00 | 0005 | $79.800000 | $3,990.00 | ||||||
1960-4-0I |
Edge Sealer | BBL |
50.00 | 0005 | $79.800000 | $3,990.00 | ||||||
0800-1-0A |
Fuse Holder and Fuse | EACH |
8.00 | 0003 | $30.580000 | $-244.64 | ||||||
0810-1-0A |
CONDUIT | LF |
86.84 | 0003 | $2.814400 | $-244.40 | ||||||
0820-1-0A |
WIRE, ELECTRICAL | LF |
1,896.84 | 0003 | $0.784500 | $-1,488.07 | ||||||
0830-1-0A |
WIRE, ELECTRICAL | LF |
948.42 | 0003 | $0.784500 | $-744.04 | ||||||
0880-1-0A |
Expansion Joints and Seals | LF |
178.40 | 0003 | $37.375000 | $-6,667.92 | ||||||
1000-1-0A |
Fuse Holder and Fuse | EACH |
10.00 | 0003 | $30.580000 | $-305.80 | ||||||
1010-1-0A |
CONDUIT | LF |
17.67 | 0003 | $2.814400 | $-49.73 | ||||||
1020-2-0A |
WIRE, ELECTRICAL | LF |
1,400.00 | 0003 | $0.784500 | $-1,098.30 | ||||||
1020-1-0A |
WIRE, ELECTRICAL | LF |
1,547.67 | 0003 | $0.784500 | $-1,214.15 | ||||||
1030-1-0A |
WIRE, ELECTRICAL | LF |
773.84 | 0003 | $0.784500 | $-607.08 | ||||||
1080-1-0A |
Expansion Joints and Seals | LF |
178.84 | 0003 | $37.375000 | $-6,684.15 | ||||||
1170-1-0A |
Fuse Holder and Fuse | EACH |
4.00 | 0003 | $30.580000 | $-122.32 | ||||||
1180-1-0A |
CONDUIT | LF |
93.20 | 0003 | $2.814400 | $-262.30 | ||||||
1190-1-0A |
WIRE, ELECTRICAL | LF |
692.00 | 0003 | $0.784500 | $-542.87 | ||||||
1200-1-0A |
WIRE, ELECTRICAL | LF |
346.00 | 0003 | $0.784500 | $-271.44 | ||||||
1250-1-0A |
Expansion Joints and Seals | LF |
145.40 | 0003 | $37.375000 | $-5,434.33 | ||||||
1580-1-0A |
Fuse Holder and Fuse | EACH |
4.00 | 0003 | $30.580000 | $-122.32 | ||||||
1590-1-0A |
CONDUIT | LF |
43.00 | 0003 | $2.814400 | $-121.02 | ||||||
1600-1-0A |
WIRE, ELECTRICAL | LF |
150.00 | 0003 | $0.784500 | $-117.68 | ||||||
1610-1-0A |
WIRE, ELECTRICAL | LF |
75.00 | 0003 | $0.784500 | $-58.84 | ||||||
1900-1-0A |
Fuse Holder and Fuse | EACH |
24.00 | 0003 | $30.580000 | $-733.92 | ||||||
1910-1-0A |
CONDUIT | LF |
57.69 | 0003 | $2.814400 | $-162.36 | ||||||
1920-1-0A |
WIRE, ELECTRICAL | LF |
4,494.33 | 0003 | $0.784500 | $-3,525.80 | ||||||
1930-1-0A |
WIRE, ELECTRICAL | LF |
2,247.17 | 0003 | $0.784500 | $-1,762.90 | ||||||
1960-3-0A |
Rosphalt Materials | TON |
909.98 | 0003 | $97.850000 | $-89,041.54 | ||||||
1960-2-0A |
Rosphalt Materials | TON |
320.00 | 0003 | $97.850000 | $-31,312.00 | ||||||
1960-1-0A |
Rosphalt Material | TON |
909.98 | 0003 | $97.850000 | $-89,041.54 | ||||||
1980-1-0A |
EXPANSION JOINT RECONSTRUCTION | LF |
1,096.56 | 0003 | $37.375000 | $-40,983.93 | ||||||
0530-2-0A |
Rosphalt Materials | TON |
140.00 | 0004 | $97.850000 | $-13,699.00 | ||||||
0530-1-1A |
Rosphalt Material | TON |
115.14 | 0004 | $97.850000 | $-11,266.45 | ||||||
0530-1-0A |
Rosphalt Material | TON |
2,015.00 | 0004 | $97.850000 | $-197,167.75 | ||||||
0800-1-0A |
Fuse Holder and Fuse | EACH |
8.00 | 0004 | $30.580000 | $-244.64 | ||||||
0810-1-0A |
CONDUIT | LF |
23.00 | 0004 | $2.814400 | $-64.73 | ||||||
0820-1-0A |
WIRE, ELECTRICAL | LF |
3,360.00 | 0004 | $0.784500 | $-2,635.92 | ||||||
0830-1-0A |
WIRE, ELECTRICAL | LF |
1,680.00 | 0004 | $0.784500 | $-1,317.96 | ||||||
0880-1-0A |
Expansion Joints and Seals | LF |
221.92 | 0004 | $37.375000 | $-8,294.26 | ||||||
1010-1-0A |
CONDUIT | LF |
7.75 | 0004 | $2.814400 | $-21.81 | ||||||
1020-1-0A |
WIRE, ELECTRICAL | LF |
480.00 | 0004 | $0.784500 | $-376.56 | ||||||
1030-1-0A |
WIRE, ELECTRICAL | LF |
240.00 | 0004 | $0.784500 | $-188.28 | ||||||
1080-1-0A |
Expansion Joints and Seals | LF |
44.33 | 0004 | $37.375000 | $-1,656.83 | ||||||
1550-1-0A |
Expansion Joints and Seals | LF |
48.50 | 0004 | $37.375000 | $-1,812.69 | ||||||
1710-1-0A |
Fuse Holder and Fuse | EACH |
14.00 | 0004 | $30.580000 | $-428.12 | ||||||
1720-1-0A |
CONDUIT | LF |
35.92 | 0004 | $2.814400 | $-101.09 | ||||||
1730-1-0A |
WIRE, ELECTRICAL | LF |
2,254.00 | 0004 | $0.784500 | $-1,768.26 | ||||||
1740-1-0A |
WIRE, ELECTRICAL | LF |
1,127.00 | 0004 | $0.784500 | $-884.13 | ||||||
1790-1-0A |
Expansion Joint and Seals | LF |
229.99 | 0004 | $37.375000 | $-8,595.88 | ||||||
1900-1-0A |
Fuse Holder and Fuse | EACH |
8.00 | 0004 | $30.580000 | $-244.64 | ||||||
1910-1-0A |
CONDUIT | LF |
11.50 | 0004 | $2.814400 | $-32.37 | ||||||
1920-1-0A |
WIRE, ELECTRICAL | LF |
2,418.00 | 0004 | $0.784500 | $-1,896.92 | ||||||
1930-1-0A |
WIRE, ELECTRICAL | LF |
1,209.00 | 0004 | $0.784500 | $-948.46 | ||||||
1980-1-0A |
EXPANSION JOINT RECONSTRUCTION | LF |
86.50 | 0004 | $37.375000 | $-3,232.94 | ||||||
0530-3-0A |
Edge Sealer | BBL |
10.00 | 0005 | $79.800000 | $-798.00 | ||||||
0530-1-3A |
Rosphalt Material | TON |
930.00 | 0005 | $97.850000 | $-91,000.50 | ||||||
0530-1-2A |
Rosphalt Material | TON |
930.00 | 0005 | $97.850000 | $-91,000.50 | ||||||
0530-1-1A |
Rosphalt Material | TON |
814.86 | 0005 | $97.850000 | $-79,734.05 | ||||||
1170-1-0A |
Fuse Holder and Fuse | EACH |
6.00 | 0005 | $30.580000 | $-183.48 | ||||||
1180-1-0A |
CONDUIT | LF |
160.00 | 0005 | $2.814400 | $-450.30 | ||||||
1190-1-0A |
WIRE, ELECTRICAL | LF |
2,308.00 | 0005 | $0.784500 | $-1,810.63 | ||||||
1200-1-0A |
WIRE, ELECTRICAL | LF |
1,140.00 | 0005 | $0.784500 | $-894.33 | ||||||
1250-1-0A |
Expansion Joints and Seals | LF |
872.33 | 0005 | $37.375000 | $-32,603.33 | ||||||
1350-1-0A |
Fuse Holder and Fuse | EACH |
34.00 | 0005 | $30.580000 | $-1,039.72 | ||||||
1360-1-0A |
CONDUIT | LF |
78.50 | 0005 | $2.814400 | $-220.93 | ||||||
1370-1-0A |
WIRE, ELECTRICAL | LF |
4,800.00 | 0005 | $0.784500 | $-3,765.60 | ||||||
1380-1-0A |
WIRE, ELECTRICAL | LF |
2,400.00 | 0005 | $0.784500 | $-1,882.80 | ||||||
1430-1-0A |
Expansion Joints and Seals | LF |
359.30 | 0005 | $37.375000 | $-13,428.83 | ||||||
1470-1-0A |
Fuse Holder and Fuse | EACH |
36.00 | 0005 | $30.580000 | $-1,100.88 | ||||||
1480-1-0A |
CONDUIT | LF |
132.00 | 0005 | $2.814400 | $-371.50 | ||||||
1490-1-0A |
WIRE, ELECTRICAL | LF |
5,870.00 | 0005 | $0.784500 | $-4,605.01 | ||||||
1500-1-0A |
WIRE, ELECTRICAL | LF |
2,780.00 | 0005 | $0.784500 | $-2,180.91 | ||||||
1550-1-0A |
Expansion Joints and Seals | LF |
930.70 | 0005 | $37.375000 | $-34,784.91 | ||||||
1580-1-0A |
Fuse Holder and Fuse | EACH |
22.00 | 0005 | $30.580000 | $-672.76 | ||||||
1590-1-0A |
CONDUIT | LF |
125.00 | 0005 | $2.814400 | $-351.80 | ||||||
1600-1-0A |
WIRE, ELECTRICAL | LF |
4,240.00 | 0005 | $0.784500 | $-3,326.28 | ||||||
1610-1-0A |
WIRE, ELECTRICAL | LF |
1,630.00 | 0005 | $0.784500 | $-1,278.74 | ||||||
1640-2-0A |
Edge Sealer | BBL |
48.00 | 0005 | $79.800000 | $-3,830.40 | ||||||
1640-1-0A |
Rosphalt Materials | TON |
528.17 | 0005 | $97.850000 | $-51,681.43 | ||||||
1660-1-0A |
Expansion Joints and Seals | LF |
483.60 | 0005 | $37.375000 | $-18,074.55 | ||||||
1710-1-0A |
Fuse Holder and Fuse | EACH |
24.00 | 0005 | $30.580000 | $-733.92 | ||||||
1720-1-0A |
CONDUIT | LF |
54.00 | 0005 | $2.814400 | $-151.98 | ||||||
1730-1-0A |
WIRE, ELECTRICAL | LF |
4,110.00 | 0005 | $0.784500 | $-3,224.30 | ||||||
1740-1-0A |
WIRE, ELECTRICAL | LF |
2,055.00 | 0005 | $0.784500 | $-1,612.15 | ||||||
1770-4-0A |
Edge Sealer | BBL |
50.00 | 0005 | $79.800000 | $-3,990.00 | ||||||
1770-3-0A |
Rosphalt Materials | TON |
930.00 | 0005 | $97.850000 | $-91,000.50 | ||||||
1770-2-0A |
Rosphalt Materials | TON |
685.00 | 0005 | $97.850000 | $-67,027.25 | ||||||
1770-1-0A |
Rosphalt Material | TON |
375.00 | 0005 | $97.850000 | $-36,693.75 | ||||||
1790-1-0A |
Expansion Joint and Seals | LF |
405.00 | 0005 | $37.375000 | $-15,136.87 | ||||||
1910-1-0A |
CONDUIT | LF |
21.00 | 0005 | $2.814400 | $-59.10 | ||||||
1960-3-0A |
Rosphalt Materials | TON |
20.02 | 0005 | $97.850000 | $-1,958.96 | ||||||
1960-4-0A |
Edge Sealer | BBL |
50.00 | 0005 | $79.800000 | $-3,990.00 | ||||||
1960-1-0A |
Rosphalt Material | TON |
90.02 | 0005 | $97.850000 | $-8,808.46 | ||||||
0660-1-0A |
WIRE, ELECTRICAL | LF |
1,124.00 | 0006 | $0.133000 | $-149.49 | ||||||
0800-1-0A |
Fuse Holder and Fuse | EACH |
26.00 | 0006 | $30.580000 | $-795.08 | ||||||
0810-1-0A |
CONDUIT | LF |
53.00 | 0006 | $2.814400 | $-149.16 | ||||||
0820-1-0A |
WIRE, ELECTRICAL | LF |
3,400.00 | 0006 | $0.784500 | $-2,667.30 | ||||||
0830-1-0A |
WIRE, ELECTRICAL | LF |
1,700.00 | 0006 | $0.784500 | $-1,333.65 | ||||||
0860-1-0A |
Rosphalt Material | TON |
930.00 | 0006 | $97.850000 | $-91,000.50 | ||||||
0880-1-0A |
Expansion Joints and Seals | LF |
116.87 | 0006 | $37.375000 | $-4,368.17 | ||||||
1000-1-0A |
Fuse Holder and Fuse | EACH |
6.00 | 0006 | $30.580000 | $-183.48 | ||||||
1010-1-0A |
CONDUIT | LF |
30.00 | 0006 | $2.814400 | $-84.43 | ||||||
1020-1-0A |
WIRE, ELECTRICAL | LF |
1,172.33 | 0006 | $0.784500 | $-919.69 | ||||||
1030-1-0A |
WIRE, ELECTRICAL | LF |
864.00 | 0006 | $0.784500 | $-677.81 | ||||||
1080-1-0A |
Expansion Joints and Seals | LF |
220.83 | 0006 | $37.375000 | $-8,253.52 | ||||||
1250-1-0A |
Expansion Joints and Seals | LF |
6.56 | 0006 | $37.375000 | $-245.18 | ||||||
1410-2-0A |
Edge Sealer | BBL |
50.00 | 0006 | $79.800000 | $-3,990.00 | ||||||
1410-1-0A |
Rosphalt Materials | TON |
610.00 | 0006 | $97.850000 | $-59,688.50 | ||||||
1550-1-0A |
Expansion Joints and Seals | LF |
18.50 | 0006 | $37.375000 | $-691.44 | ||||||
1580-1-0A |
Fuse Holder and Fuse | EACH |
14.00 | 0006 | $30.580000 | $-428.12 | ||||||
1590-1-0A |
CONDUIT | LF |
107.00 | 0006 | $2.814400 | $-301.14 | ||||||
1600-1-0A |
WIRE, ELECTRICAL | LF |
2,246.00 | 0006 | $0.784500 | $-1,761.99 | ||||||
1610-1-0A |
WIRE, ELECTRICAL | LF |
1,123.00 | 0006 | $0.784500 | $-880.99 | ||||||
1640-1-0A |
Rosphalt Materials | TON |
171.50 | 0006 | $97.850000 | $-16,781.27 | ||||||
1660-1-0A |
Expansion Joints and Seals | LF |
147.40 | 0006 | $37.375000 | $-5,509.07 | ||||||
1710-1-0A |
Fuse Holder and Fuse | EACH |
6.00 | 0006 | $30.580000 | $-183.48 | ||||||
1790-1-0A |
Expansion Joint and Seals | LF |
166.51 | 0006 | $37.375000 | $-6,223.31 | ||||||
1900-1-0A |
Fuse Holder and Fuse | EACH |
4.00 | 0006 | $30.580000 | $-122.32 | ||||||
1910-1-0A |
CONDUIT | LF |
159.81 | 0006 | $2.814400 | $-449.77 | ||||||
1920-1-0A |
WIRE, ELECTRICAL | LF |
1,894.00 | 0006 | $0.784500 | $-1,485.84 | ||||||
1930-1-0A |
WIRE, ELECTRICAL | LF |
947.00 | 0006 | $0.784500 | $-742.92 | ||||||
1980-1-0A |
EXPANSION JOINT RECONSTRUCTION | LF |
0.04 | 0006 | $37.375000 | $-1.49 | ||||||
0620-1-0A |
CONDUIT | LF |
43.00 | 0007 | $1.982100 | $-85.23 | ||||||
0630-1-0A |
CONDUIT | LF |
18.00 | 0007 | $2.814400 | $-50.66 | ||||||
0660-1-0A |
WIRE, ELECTRICAL | LF |
3,388.00 | 0007 | $0.133000 | $-450.60 | ||||||
0810-1-0A |
CONDUIT | LF |
3.00 | 0007 | $2.814400 | $-8.44 | ||||||
0820-1-0A |
WIRE, ELECTRICAL | LF |
300.00 | 0007 | $0.784500 | $-235.35 | ||||||
0830-1-0A |
WIRE, ELECTRICAL | LF |
115.00 | 0007 | $0.784500 | $-90.22 | ||||||
1170-1-0A |
Fuse Holder and Fuse | EACH |
2.00 | 0007 | $30.580000 | $-61.16 | ||||||
1730-1-0A |
WIRE, ELECTRICAL | LF |
460.00 | 0007 | $0.784500 | $-360.87 | ||||||
1740-1-0A |
WIRE, ELECTRICAL | LF |
230.00 | 0007 | $0.784500 | $-180.44 | ||||||
1920-1-0A |
WIRE, ELECTRICAL | LF |
60.00 | 0007 | $0.784500 | $-47.07 | ||||||
1930-1-0A |
WIRE, ELECTRICAL | LF |
30.00 | 0007 | $0.784500 | $-23.54 | ||||||
1060-10C |
Edge Sealer | BBL |
0.00 | 0007 | $79.800000 | $-798.00 | ||||||
1230-10C |
Rosphalt Material | TON |
0.00 | 0007 | $97.850000 | $-22,016.25 | ||||||
1230-20C |
Rosphalt Materials | TON |
0.00 | 0007 | $97.850000 | $-1,957.00 | ||||||
1230-30C |
Edge Sealer | BBL |
0.00 | 0007 | $79.769231 | $-2,074.00 | ||||||
1250-10C |
Expansion Joints and Seals | LF |
0.00 | 0007 | $37.375000 | $-1,678.51 | ||||||
1640-10C |
Rosphalt Materials | TON |
0.00 | 0007 | $97.850000 | $-20,091.55 | ||||||
0620-10C |
CONDUIT | LF |
0.00 | 0008 | $1.982063 | $-231.90 | ||||||
0630-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814353 | $-427.78 | ||||||
0660-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.133000 | $-349.53 | ||||||
0800-10C |
Fuse Holder and Fuse | EACH |
0.00 | 0008 | $30.580000 | $-122.32 | ||||||
0810-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814400 | $-307.23 | ||||||
0820-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-2,858.06 | ||||||
0830-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-1,456.48 | ||||||
1010-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814400 | $-406.91 | ||||||
1030-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-331.18 | ||||||
1180-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814400 | $-61.36 | ||||||
1350-10C |
Fuse Holder and Fuse | EACH |
0.00 | 0008 | $30.580000 | $-61.16 | ||||||
1360-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814400 | $-271.59 | ||||||
1370-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-2,824.20 | ||||||
1380-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-1,804.35 | ||||||
1470-10C |
Fuse Holder and Fuse | EACH |
0.00 | 0008 | $30.580000 | $-672.76 | ||||||
1480-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814377 | $-374.31 | ||||||
1490-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-4,495.19 | ||||||
1500-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-2,369.19 | ||||||
1580-10C |
Fuse Holder and Fuse | EACH |
0.00 | 0008 | $30.580000 | $-611.60 | ||||||
1600-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-1,070.05 | ||||||
1610-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-919.43 | ||||||
1720-10C |
CONDUIT | LF |
0.00 | 0008 | $2.814400 | $-520.89 | ||||||
1730-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-4,217.47 | ||||||
1740-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-2,108.73 | ||||||
1920-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-2,929.07 | ||||||
1930-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0008 | $0.784500 | $-1,464.53 | ||||||
1200-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0009 | $0.784500 | $-10.98 | ||||||
| SUBTOT | $-0.01 |
|||||||||||
| Project | DE05600640718 | Fed/State Project Number | IM 64-2 (157) NON | Category | 0017 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 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 | |
| 8051 | REMOVE AND RESET LUMINAIRE Install New Pole - Department Supplied | 20193ED | EACH | 0.00 | 25.000 | 25.000 | 25.000 | 1,094.10 | 27,352.50 | |||
| 8072 | INSTALL Luminaire Arm - Department Supplied | 93312N | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 131.25 | 2,887.50 | |||
| 8073 | HPS LUMINAIRE | 04770 | EACH | 0.00 | 225.000 | 225.000 | 225.000 | 401.10 | 90,247.50 | |||
| Project | DE05600640718 | Fed/State Project Number | IM 64-2 (157) NON | Category | 0018 NON PARTICIPATING FEDERAL FUNDS | |||||||
| 8001 | CLEAN OUT PIPE STORM SYSTEM DOWNSPOUTS AND TROUGHS UNDER I-64 | 20464EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 48,737.92 | 48,737.92 | |||
| SUBTOT | $0.00 |
$54,754,551.27 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||