|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/10/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091038 | Estimate Number | 0034 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 11/16/2012 TO 11/15/2013 | ||||||
| Date Approved | 12/10/2013 | ||||||
| Primary Proj Number | DE05600650938 | ||||||
| Project No. | HSIP 3001(269), BRO 8800(005), TE ARRA 3001(339) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WARNOCK INTERCHANGE (I-65) AND EASTERN PARKWAY (US 60A) | ||||||
| Description | NB I-65/WARNOCK RAMP AND 2 LOCATIONS ON EASTERN PARKWAY CONTAINS PROJECT - ARRA 3001339 TE | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 07/14/2010 | ||||
| Date Awarded | 08/06/2009 | Date Work Began | 08/18/2009 | ||||
| Date Contract Executed | 08/14/2009 | Open To Traffic | 06/15/2010 | ||||
| Date NTP Issued | 08/14/2009 | Actual Completion Date | 10/31/2012 | ||||
| Current Contract Amount | $8,611,866.14 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,135,126.06 |
Total Earnings | $8,573,361.77 |
$8,474,047.27 |
$99,314.50 |
|
| Percent Complete | 99.55 |
Stockpiled Materials | $-0.01 |
$49,651.19 |
$-49,651.20 |
|
| Funds Available | $38,504.38 |
Gross Earnings | $8,573,361.76 |
$8,523,698.46 |
$49,663.30 |
|
| Total Change Orders | $1,476,740.08 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,573,361.76 |
$8,523,698.46 |
$49,663.30 |
|||
| Contract Id | 091038 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0034 | Project Number | HSIP 3001(269), BRO 8800(005), TE ARRA 3001(339) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 11/16/2012 TO 11/15/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Various Cost Plus / Extra Pavement Removal / Bridge Repairs | Approved | 05/28/2010 | $779,746.68 | 152.0 | |||||
| 002 | Beam Repairs / Delay Compensation | Approved | 02/24/2011 | $522,658.79 | 14.0 | |||||
| 003 | Retaining Wall Repairs | Approved | 11/07/2012 | $150,000.00 | 869.0 | |||||
| 004 | Fuel and Asphalt Adjustment Override | Approved | 07/12/2013 | $0.01 | 0.0 | |||||
| 005 | Lot Pay Adjustment Override | Approved | 07/12/2013 | $0.00 | 0.0 | |||||
| 006 | Added Electrical Items | Approved | 09/09/2013 | $24,334.60 | 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 |
||
| Contract Id | 091038 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05600650938 | |||||||
| Estimate Nbr | 0034 | Period | 11/16/2012 TO 11/15/2013 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | DE05600650938 | Fed/State Project Number | HSIP 3001(269) | 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 | DGA BASE | 00001 | TON | 718.00 | 1,093.000 | 451.640 | 718.000 | 1,169.640 | 25.00 | 11,291.00 | 29,241.00 | |
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 776.00 | 900.000 | 898.800 | 898.800 | 74.00 | 66,511.20 | |||
| 0030 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 231.00 | 263.000 | 262.420 | 262.420 | 100.00 | 26,242.00 | |||
| 0040 | CULVERT PIPE-12 IN | 00460 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 0050 | CULVERT PIPE-15 IN | 00461 | LF | 16.00 | 16.000 | 0.000 | 0.000 | 170.00 | 0.00 | |||
| 0060 | STORM SEWER PIPE-15 IN | 00521 | LF | 324.00 | 324.000 | 252.300 | 252.300 | 78.00 | 19,679.40 | |||
| 0070 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 3,800.00 | 30,400.00 | |||
| 0080 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0090 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 3.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0100 | JUNCTION BOX-15 IN | 01641 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,300.00 | 5,200.00 | |||
| 0110 | REMOVE INLET | 01718 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 380.00 | 1,900.00 | |||
| 0120 | STANDARD CURB AND GUTTER | 01810 | LF | 344.00 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0130 | REMOVE CURB AND GUTTER | 01812 | LF | 388.00 | 388.000 | 388.000 | 388.000 | 7.00 | 2,716.00 | |||
| 0140 | BARRIER HEADER CURB | 01880 | LF | 1,375.00 | 1,719.000 | 1,719.000 | 1,719.000 | 15.00 | 25,785.00 | |||
| 0150 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 12.000 | 12.000 | 75.00 | 900.00 | |||
| 0160 | REMOVE PAVEMENT | 02091 | SQYD | 395.00 | 395.000 | 663.060 | 663.060 | 15.00 | 9,945.90 | |||
| 0170 | ROADWAY EXCAVATION | 02200 | CUYD | 2,547.00 | 2,547.000 | 3,272.930 | 3,272.930 | 28.00 | 91,642.04 | |||
| 0180 | WATER | 02242 | MGAL | 336.00 | 336.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0190 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 25.00 | 625.00 | |||
| 0200 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 0210 | CONCRETE-CLASS B | 02555 | CUYD | 30.00 | 30.000 | 35.320 | 35.320 | 680.00 | 24,017.60 | |||
| 0220 | SIGNS | 02562 | SQFT | 436.00 | 436.000 | -240.000 | 596.000 | 356.000 | 12.00 | -2,880.00 | 4,272.00 | |
| 0230 | EDGE KEY | 02585 | LF | 121.00 | 121.000 | 121.000 | 121.000 | 10.00 | 1,210.00 | |||
| 0240 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 441.00 | 441.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0250 | MAINTAIN & CONTROL TRAFFIC I-65 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0260 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0270 | MOBILIZATION FOR MILL & TEXT I-65 | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0280 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 148.00 | 290.000 | 287.160 | 287.160 | 24.00 | 6,891.84 | |||
| 0290 | SAFELOADING | 02690 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0300 | TEMP SILT FENCE | 02701 | LF | 590.00 | 590.000 | 210.000 | 210.000 | 1.20 | 252.00 | |||
| 0310 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 8.000 | 8.000 | 180.00 | 1,440.00 | |||
| 0320 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0330 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,770.00 | 1,770.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0340 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 625.00 | 730.000 | 728.250 | 728.250 | 41.00 | 29,858.25 | |||
| 0350 | STAKING I-65 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0360 | BASE FAILURE REPAIR | 03240 | SQYD | 100.00 | 100.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0370 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,600.00 | 9,600.00 | |||
| 0380 | SEEDING AND PROTECTION | 05985 | SQYD | 989.00 | 989.000 | 2,644.680 | 2,644.680 | 1.75 | 4,628.19 | |||
| 0390 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,200.00 | 3,200.000 | -300.000 | 300.000 | 0.000 | 0.19 | -57.00 | 0.00 | |
| 0400 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 1,520.00 | 1,520.000 | 1,468.000 | 1,468.000 | 0.25 | 367.00 | |||
| 0410 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,280.00 | 1,280.000 | -150.000 | 1,280.000 | 1,130.000 | 0.33 | -49.50 | 372.90 | |
| 0420 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 350.00 | 350.000 | 314.000 | 314.000 | 2.95 | 926.30 | |||
| 0430 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 122.00 | 122.000 | 216.500 | 108.000 | 324.500 | 7.68 | 1,662.72 | 2,492.16 | |
| 0440 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 82.00 | 328.00 | |||
| 0450 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 82.00 | 328.00 | |||
| 0460 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 19.00 | 19.000 | 10.000 | 10.000 | 63.00 | 630.00 | |||
| 0470 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 17.00 | 17.000 | 13.000 | 13.000 | 63.00 | 819.00 | |||
| 0480 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 177.00 | 177.000 | 145.700 | 145.700 | 14.00 | 2,039.80 | |||
| 8018 | REMOVE SLOPE PROTECTION FOR SIDWALK TIE-IN UNDER BRIDGE | 74072N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,526.81 | 2,526.81 | |||
| 8019 | REMOVE AND RELAY PIPE ELEVATION ERROR IN EXISTING DRAIN EAST RAMP K | 01312 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 51.10 | 2,044.00 | |||
| 8020 | PERFORATED PIPE-4 IN CONNECT TO EXISTING STORM PIPE | 01000 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 2.22 | 222.00 | |||
| 8021 | MODIFY BOX INLET ADJUST BOX - DUE TO PIPE SKEWED- PLAN ERROR | 22617NN | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,740.29 | 8,220.87 | |||
| 8027 | UNDERCUT/STABILIZATION EXCAVATION CBI @ 100+78 WARNOCK | 22655EN | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 64.58 | 645.80 | |||
| 8028 | REMOVE AND RELAY PIPE WEST SIDE RAMP K | 01312 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 49.65 | 4,965.00 | |||
| 8029 | MODIFY BOX INLET Move and Modify Box at 103+79 | 22617NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,258.63 | 1,258.63 | |||
| 8032 | REMOVE AND RELAY PIPE RT STATION 60+75 RAMP J | 01312 | LF | 0.00 | 20.000 | 20.000 | 20.000 | 102.88 | 2,057.60 | |||
| 8038 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 306.780 | 0.000 | 306.780 | 1.00 | 306.78 | 306.78 | |
| 8039 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | -92.590 | 0.000 | -92.590 | 1.00 | -92.59 | -92.59 | |
| 8040 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -197.280 | 0.000 | -197.280 | 1.00 | -197.28 | -197.28 | |
| Project | DE05600650938 | Fed/State Project Number | HSIP 3001(269) | Category | 0002 SIGNALIZATION | |||||||
| 0490 | CONDUIT-1 1/4 IN | 04793 | LF | 615.00 | 615.000 | 560.500 | 560.500 | 7.00 | 3,923.50 | |||
| 0500 | CONDUIT-2 IN | 04795 | LF | 205.00 | 205.000 | 154.500 | 154.500 | 14.37 | 2,220.16 | |||
| 0510 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 623.00 | 1,869.00 | |||
| 0520 | TRENCHING AND BACKFILLING | 04820 | LF | 570.00 | 570.000 | 6.000 | 6.000 | 2.93 | 17.58 | |||
| 0530 | CABLE-INTERCONNECT | 04840 | LF | 500.00 | 500.000 | 500.000 | 500.000 | 1.65 | 825.00 | |||
| 0540 | CABLE-NO. 14/5C | 04844 | LF | 1,120.00 | 1,120.000 | 1,145.000 | 1,145.000 | 1.32 | 1,511.40 | |||
| 0550 | CABLE-NO. 14/7C | 04845 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 1.55 | 155.00 | |||
| 0560 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,600.00 | 1,600.000 | 1,320.000 | 1,320.000 | 1.33 | 1,755.60 | |||
| 0570 | MESSENGER-10800 LB | 04885 | LF | 220.00 | 220.000 | 230.000 | 230.000 | 3.65 | 839.50 | |||
| 0580 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 82.00 | 82.000 | 75.000 | 75.000 | 15.00 | 1,125.00 | |||
| 0590 | LOOP SAW SLOT AND FILL | 04895 | LF | 370.00 | 370.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0600 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0610 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,635.00 | 10,540.00 | |||
| 0620 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 195.00 | 1,170.00 | |||
| 0630 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 174.00 | 1,044.00 | |||
| 0640 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 228.00 | 228.00 | |||
| 0650 | PREFORMED LOOPS | 20452ES835 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 15.00 | 360.00 | |||
| 0660 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | LF | 306.00 | 306.000 | 306.000 | 306.000 | 18.00 | 5,508.00 | |||
| 0670 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 169.00 | 1,014.00 | |||
| 0680 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 12.04 | 12.040 | 14.800 | 14.800 | 2,888.00 | 42,742.40 | |||
| 0690 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 468.00 | 468.00 | |||
| Project | DE05600650938 | Fed/State Project Number | HSIP 3001(269) | Category | 0003 LIGHTING | |||||||
| 0700 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 915.30 | 1,830.60 | |||
| 0710 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,443.00 | 10,443.00 | |||
| 0720 | FUSED CONNECTOR KIT | 04780 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 110.00 | 440.00 | |||
| 0730 | CONDUIT-1 1/4 IN | 04793 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 7.00 | 560.00 | |||
| 0740 | CONDUIT-2 IN | 04795 | LF | 20.00 | 20.000 | 8.000 | 8.000 | 13.00 | 104.00 | |||
| 0750 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0760 | TRENCHING AND BACKFILLING | 04820 | LF | 80.00 | 80.000 | 45.000 | 45.000 | 5.00 | 225.00 | |||
| 0770 | WIRE-NO. 12 | 04832 | LF | 180.00 | 180.000 | 100.000 | 100.000 | 0.40 | 40.00 | |||
| 0780 | WIRE-NO. 8 | 04833 | LF | 340.00 | 340.000 | 262.000 | 262.000 | 0.90 | 235.80 | |||
| 0790 | REMOVE LIGHTING I-65 | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0800 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 650.00 | 1,300.00 | |||
| Project | DE05600650938 | Fed/State Project Number | HSIP 3001(269) | Category | 0004 SIGNING | |||||||
| 0810 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,443.50 | 1,443.500 | 1,466.000 | 1,466.000 | 17.00 | 24,922.00 | |||
| 0820 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 141.63 | 141.630 | 141.640 | 141.640 | 14.50 | 2,053.78 | |||
| 0830 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 125.50 | 125.500 | 103.000 | 103.000 | 15.00 | 1,545.00 | |||
| 0840 | STEEL POST TYPE 1 | 06410 | LF | 108.00 | 108.000 | 108.000 | 108.000 | 4.50 | 486.00 | |||
| 0850 | STEEL POST TYPE 2 | 06411 | LF | 193.00 | 193.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0860 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 0870 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.92 | 0.920 | 0.920 | 0.920 | 600.00 | 552.00 | |||
| 0880 | REMOVE SIGN | 21373ND | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 0890 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 900.00 | 3,600.00 | |||
| Project | DE05600650938 | Fed/State Project Number | HSIP 3001(269) | Category | 0005 DEMOBILIZATION | |||||||
| 0900 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 108,643.69 | 27,160.92 | 108,643.69 | |
| SUBTOT | $37,145.05 |
$694,915.22 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE056060A0938 | Fed/State Project Number | BRO 8800(005) | 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 | BARRICADE-TYPE III | 02014 | EACH | 44.00 | 44.000 | 12.000 | 12.000 | 75.00 | 900.00 | |||
| 0020 | SIGNS | 02562 | SQFT | 1,191.00 | 1,191.000 | 240.000 | 0.000 | 240.000 | 12.00 | 2,880.00 | 2,880.00 | |
| 0030 | MAINTAIN & CONTROL TRAFFIC (US 60A) BRO | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 155,000.00 | 155,000.00 | |||
| 0040 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0050 | TEMP SILT FENCE | 02701 | LF | 1,588.00 | 1,588.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0060 | SILT TRAP TYPE C | 02705 | EACH | 17.00 | 17.000 | 11.000 | 11.000 | 180.00 | 1,980.00 | |||
| 0070 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0080 | CLEAN TEMP SILT FENCE | 02709 | LF | 4,764.00 | 4,764.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0090 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,600.00 | 0.00 | |||
| 0100 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 400.00 | 400.000 | 1,022.000 | 1,022.000 | 2.00 | 2,044.00 | |||
| 0110 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 3,700.00 | 3,700.000 | 3,264.000 | 3,264.000 | 2.00 | 6,528.00 | |||
| 0120 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 10.10 | 0.00 | |||
| 0130 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 10.10 | 0.00 | |||
| 0140 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 8038 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8039 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8040 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE056060A0938 | Fed/State Project Number | BRO 8800(005) | Category | 0002 BRIDGE | |||||||
| 0150 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 842.00 | 842.000 | 842.000 | 842.000 | 410.00 | 345,220.00 | |||
| 0160 | MASONRY COATING | 02998 | SQYD | 5,684.00 | 5,684.000 | 5,684.000 | 5,684.000 | 8.50 | 48,314.00 | |||
| 0170 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 40.00 | 40.000 | 80.000 | 80.000 | 140.00 | 11,200.00 | |||
| 0180 | CONDUIT-3 IN | 04797 | LF | 2,382.00 | 2,382.000 | 3,000.000 | 3,000.000 | 22.39 | 67,170.00 | |||
| 0190 | JUNCTION BOX TYPE B | 04811 | EACH | 21.00 | 21.000 | 20.000 | 20.000 | 650.00 | 13,000.00 | |||
| 0200 | CONCRETE-CLASS A | 08100 | CUYD | 410.90 | 410.900 | 400.900 | 400.900 | 1,100.00 | 440,990.00 | |||
| 0210 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 53,299.00 | 53,299.000 | 53,299.000 | 53,299.000 | 1.25 | 66,623.75 | |||
| 0220 | STRUCTURAL STEEL 5100 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0230 | JACK & SUPPORT BRIDGE SPAN (US 60A) BRO | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 530,000.00 | 530,000.00 | |||
| 0240 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 104.00 | 104.000 | 104.000 | 104.000 | 270.00 | 28,080.00 | |||
| 0250 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | LF | 52.00 | 52.000 | 104.000 | 104.000 | 280.00 | 29,120.00 | |||
| 0260 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 290.00 | 15,080.00 | |||
| 0270 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 4,940.00 | 4,940.000 | 5,124.240 | 5,124.240 | 13.00 | 66,615.12 | |||
| 0280 | BRIDGE CHAIN LINK FENCE-6 FT | 08711 | LF | 153.00 | 153.000 | 153.000 | 153.000 | 59.00 | 9,027.00 | |||
| 0290 | REINFORCED CONCRETE SLAB | 20186ED | SQYD | 6,014.00 | 6,014.000 | 6,014.000 | 6,014.000 | 75.00 | 451,050.00 | |||
| 0300 | CONCRETE FORM LINER | 21119ED | SQYD | 28.00 | 28.000 | 28.000 | 28.000 | 180.00 | 5,040.00 | |||
| 0310 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 512.00 | 512.000 | 439.000 | 439.000 | 80.00 | 35,120.00 | |||
| 0320 | STAMPED CONCRETE | 23379EC | SQYD | 1,044.00 | 1,044.000 | 1,044.000 | 1,044.000 | 40.00 | 41,760.00 | |||
| 0330 | BEARING PADS | 23380EC | EACH | 128.00 | 128.000 | 128.000 | 128.000 | 275.00 | 35,200.00 | |||
| 0340 | REINFORCED SIDEWALK | 23381EC | LF | 1,588.00 | 1,588.000 | 1,588.000 | 1,588.000 | 90.00 | 142,920.00 | |||
| 0350 | CONCRETE HANDRAIL | 23382EC | LF | 1,588.00 | 1,588.000 | 1,588.000 | 1,588.000 | 125.00 | 198,500.00 | |||
| 0360 | REMOVE AND REINSTALL LIGHTS (US 60A) BRO | 23383EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,705.00 | 38,705.00 | |||
| 0370 | CONCRETE MEDIAN | 23385EC | SQYD | 1,059.00 | 1,059.000 | 1,059.000 | 1,059.000 | 40.00 | 42,360.00 | |||
| 8000 | ENVIRONMENTAL SERVICES LEAD ABATMENT OF BRIDGE DRAIN PIPES | 22047NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,000.00 | 38,000.00 | |||
| 8001 | FULL DEPTH PATCHING | 20177ED | SQFT | 0.00 | 150.000 | 100.000 | 100.000 | 199.00 | 19,900.00 | |||
| 8002 | MASS CONCRETE EXTRA THICKNESS FOR REINFORCED BRIDGE DECK PAVEMENT | 10040ES | CUYD | 0.00 | 220.000 | 100.000 | 100.000 | 166.00 | 16,600.00 | |||
| 8007 | RETAINING WALL REMOVE & REINSTALL CONCRETE WALL AT PIERS | 08018 | SQFT | 0.00 | 150.000 | 150.000 | 150.000 | 88.04 | 13,206.00 | |||
| 8012 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 0.00 | 240.000 | 240.000 | 240.000 | 387.50 | 93,000.00 | |||
| 8013 | COST PLUS WORK DIAPHRAGM-BEAM SEAT & BEAM REPAIR TO 12-31-09 | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 156,727.55 | 156,727.55 | |||
| 8014 | JACK & SUPPORT BRIDGE SPAN ADDTIONAL SUPPORT DUE TO DIAPHRAGM REPAIR DELAYS | 08435 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 35,029.59 | 35,029.59 | |||
| 8022 | CONCRETE PATCHING REPAIR RCDG FASCIA BEAMS | 22146EN | SQFT | 0.00 | 20.000 | 20.000 | 20.000 | 57.50 | 1,150.00 | |||
| 8023 | EPOXY INJECTION CRACK REPAIR CRACK REPAIR ON RCDG FASCIA BEAMS | 23744EC | LF | 0.00 | 100.000 | 100.000 | 100.000 | 40.25 | 4,025.00 | |||
| 8024 | EW~ CARBON FIBER REINFORCE RCDG FASCIA BEAM | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 62,861.18 | 125,722.36 | |||
| 8025 | EW~ RAILROAD FLAGER SERVICE FOR BEAM REPAIRS | 10103NX | HOUR | 0.00 | 43,395.000 | 40,879.290 | 40,879.290 | 1.00 | 40,879.29 | |||
| 8031 | ADMINISTRATIVE SETTLEMENT Settlement for Winter Delays due to added work on Bridge | 10104NX | DOLL | 0.00 | 355,030.000 | 355,030.000 | 355,030.000 | 1.00 | 355,030.00 | |||
| 8033 | COST PLUS WORK Repair of Beams and Diaphrams (2010 Work) | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 107,864.43 | 107,864.43 | |||
| 8034 | STEEL REINFORCEMENT #11 Bars installed over Piers | 08150 | LB | 0.00 | 23,338.000 | 23,338.000 | 23,338.000 | 1.25 | 29,172.50 | |||
| 8037 | EXISTING RETAINING WALL REPAIR WITH STAIRCASE & CONC TREADS | 23817EC | LS | 0.00 | 1.000 | 0.050 | 0.950 | 1.000 | 170,000.00 | 8,500.00 | 170,000.00 | |
| Project | DE056060A0938 | Fed/State Project Number | BRO 8800(005) | Category | 0003 DEMOBILIZATION | |||||||
| 0380 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 9,319.42 | 2,329.85 | 9,319.42 | |
| Project | DE056060A0938 | Fed/State Project Number | BRO 8800(005) | Category | 0004 BRIDGE-RETAINING WALL | |||||||
| 0390 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 208.00 | 208.000 | 212.520 | 212.520 | 410.00 | 87,133.20 | |||
| 0400 | MASONRY COATING | 02998 | SQYD | 2,899.00 | 2,899.000 | 2,899.000 | 2,899.000 | 8.50 | 24,641.50 | |||
| 0410 | CONDUIT-3 IN | 04797 | LF | 1,112.00 | 1,112.000 | 1,112.000 | 1,112.000 | 22.39 | 24,897.68 | |||
| 0420 | JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 650.00 | 10,400.00 | |||
| 0430 | REINFORCED SIDEWALK | 23381EC | LF | 819.00 | 819.000 | 819.000 | 819.000 | 90.00 | 73,710.00 | |||
| 0440 | CONCRETE HANDRAIL | 23382EC | LF | 819.00 | 819.000 | 819.000 | 819.000 | 125.00 | 102,375.00 | |||
| SUBTOT | $13,709.85 |
$5,100,125.61 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0350-1-1I |
Concrete Handrail | LF |
1,152.45 | 0012 | $40.23000 | $46,363.06 | ||||||
0350-1-0I |
Concrete Handrail | LF |
178.55 | 0012 | $40.230000 | $7,183.06 | ||||||
0440-1-0I |
Concrete Handrail | LF |
819.00 | 0012 | $40.230000 | $32,948.37 | ||||||
0350-1-0A |
Concrete Handrail | LF |
125.00 | 0012 | $40.230000 | $-5,028.75 | ||||||
0350-1-1A |
Concrete Handrail | LF |
51.67 | 0013 | $40.230000 | $-2,079.05 | ||||||
0350-1-0A |
Concrete Handrail | LF |
53.55 | 0013 | $40.230000 | $-2,154.31 | ||||||
0440-1-0A |
Concrete Handrail | LF |
130.26 | 0013 | $40.230000 | $-5,240.36 | ||||||
0440-1-0A |
Concrete Handrail | LF |
100.00 | 0015 | $40.230000 | $-4,023.00 | ||||||
0440-1-0A |
Concrete Handrail | LF |
87.47 | 0016 | $40.230000 | $-3,518.92 | ||||||
0350-1-1A |
Concrete Handrail | LF |
800.77 | 0019 | $40.230000 | $-32,215.01 | ||||||
0440-1-0A |
Concrete Handrail | LF |
31.53 | 0019 | $40.230000 | $-1,268.45 | ||||||
0350-1-1A |
Concrete Handrail | LF |
160.00 | 0020 | $40.230000 | $-6,436.80 | ||||||
0350-11C |
Concrete Handrail | LF |
0.00 | 0034 | $40.229997 | -5,632.20 | $-5,632.20 | |||||
0440-10C |
Concrete Handrail | LF |
0.00 | 0034 | $40.230000 | -18,897.64 | $-18,897.64 | |||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE056060A0939 | Fed/State Project Number | TE ARRA 3001(339) | 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 | DGA BASE | 00001 | TON | 897.00 | 1,200.000 | 205.430 | 1,301.690 | 1,507.120 | 25.00 | 5,135.75 | 37,678.00 | |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 233.00 | 233.000 | 185.570 | 185.570 | 100.00 | 18,557.00 | |||
| 0030 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 261.00 | 261.000 | 221.760 | 221.760 | 84.00 | 18,627.84 | |||
| 0040 | CL2 ASPH BIND 0.50D PG64-22 | 00272 | TON | 1,063.00 | 1,063.000 | 1,121.220 | 1,121.220 | 82.00 | 91,940.04 | |||
| 0050 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,210.00 | 1,210.000 | 1,312.630 | 1,312.630 | 90.00 | 118,136.70 | |||
| 0060 | STORM SEWER PIPE-15 IN | 00521 | LF | 112.00 | 112.000 | 81.000 | 81.000 | 78.00 | 6,318.00 | |||
| 0070 | STORM SEWER PIPE-18 IN | 00522 | LF | 56.00 | 56.000 | 50.000 | 50.000 | 76.00 | 3,800.00 | |||
| 0080 | REMOVE PIPE | 01310 | LF | 13.00 | 13.000 | 13.000 | 13.000 | 40.00 | 520.00 | |||
| 0090 | CURB BOX INLET TYPE A TRAPPED | 01455 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,100.00 | 35,500.00 | |||
| 0100 | CURB BOX INLET TYPE A | 01456 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0110 | CURB BOX INLET TYPE B TRAPPED | 01482 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,300.00 | 16,600.00 | |||
| 0120 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0130 | DROP BOX INLET TYPE 10 TRAPPED | 01543 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,800.00 | 4,800.00 | |||
| 0140 | REMOVE INLET | 01718 | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 380.00 | 2,280.00 | |||
| 0150 | ADJUST INLET | 01719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0160 | RECONSTRUCT INLET | 01720 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0170 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0180 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,300.00 | 3,300.00 | |||
| 0190 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0200 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0210 | ADJUST MANHOLE | 01792 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 460.00 | 3,680.00 | |||
| 0220 | STANDARD CURB AND GUTTER | 01810 | LF | 5,565.00 | 5,565.000 | 5,583.000 | 5,583.000 | 15.00 | 83,745.00 | |||
| 0230 | STANDARD HEADER CURB | 01875 | LF | 165.00 | 165.000 | 107.060 | 107.060 | 40.00 | 4,282.40 | |||
| 0240 | VALLEY GUTTER | 01895 | LF | 181.00 | 181.000 | 0.000 | 0.000 | 48.00 | 0.00 | |||
| 0250 | REMOVE CURB | 01904 | LF | 154.00 | 154.000 | 68.000 | 68.000 | 10.00 | 680.00 | |||
| 0260 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 213.00 | 213.000 | 211.180 | 211.180 | 90.00 | 19,006.20 | |||
| 0270 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 141.00 | 141.000 | 175.840 | 175.840 | 75.00 | 13,188.00 | |||
| 0280 | MOUNTABLE MEDIAN TYPE 4 | 01941 | SQYD | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0290 | BARRICADE-TYPE III | 02014 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 75.00 | 1,350.00 | |||
| 0300 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 47.00 | 47.000 | 234.870 | 234.870 | 60.00 | 14,092.20 | |||
| 0310 | WATER | 02242 | MGAL | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0320 | REMOVE & RESET FENCE | 02267 | LF | 80.00 | 80.000 | 105.000 | 105.000 | 25.00 | 2,625.00 | |||
| 0330 | CLEARING AND GRUBBING 5.26 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 300,000.00 | 300,000.00 | |||
| 0340 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 5.00 | 5.000 | 3.450 | 3.450 | 1,400.00 | 4,830.00 | |||
| 0350 | SIGNS | 02562 | SQFT | 737.00 | 737.000 | 906.310 | 906.310 | 12.00 | 10,875.72 | |||
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 142.00 | 142.000 | 142.000 | 142.000 | 2.00 | 284.00 | |||
| 0370 | FIRE HYDRANT | 02606 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0380 | MAINTAIN & CONTROL TRAFFIC (US 60A) TE ARRA | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 0390 | MOBILIZATION FOR MILL & TEXT (US 60A) TE ARRA | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0400 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,116.00 | 1,116.000 | 1,006.010 | 1,006.010 | 24.00 | 24,144.24 | |||
| 0410 | TEMP SILT FENCE | 02701 | LF | 2,170.00 | 2,170.000 | 1,818.000 | 1,818.000 | 1.20 | 2,181.60 | |||
| 0420 | CLEAN TEMP SILT FENCE | 02709 | LF | 2,170.00 | 2,170.000 | 0.000 | 0.000 | 0.60 | 0.00 | |||
| 0430 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 198.00 | 198.000 | 108.000 | 108.000 | 41.00 | 4,428.00 | |||
| 0440 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 576.00 | 576.000 | 556.000 | 556.000 | 41.00 | 22,796.00 | |||
| 0450 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 96.00 | 96.000 | 165.150 | 165.150 | 16.00 | 2,642.40 | |||
| 0460 | SIDEWALK-6 IN CONCRETE | 02723 | SQYD | 2,913.00 | 2,913.000 | 3,118.110 | 3,118.110 | 60.00 | 187,086.60 | |||
| 0470 | STAKING (US 60A) TE ARRA | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0480 | SIDEWALK RAMP TYPE 3 | 03289 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,600.00 | 17,600.00 | |||
| 0490 | ADJUST WATER VALVE | 03425 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0500 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 450.00 | 450.000 | 174.000 | 174.000 | 15.00 | 2,610.00 | |||
| 0510 | STEEL POST TYPE 1 | 06410 | LF | 2,980.00 | 2,980.000 | 291.000 | 291.000 | 4.50 | 1,309.50 | |||
| 0520 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 5,466.00 | 5,466.000 | 3,560.500 | 5,882.500 | 9,443.000 | 0.19 | 676.49 | 1,794.17 | |
| 0530 | PAVE STRIPING-TEMP PAINT-12 IN | 06513 | LF | 50.00 | 50.000 | 117.000 | 117.000 | 1.50 | 175.50 | |||
| 0540 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,806.00 | 4,806.000 | 3,520.000 | 9,741.000 | 13,261.000 | 0.25 | 880.00 | 3,315.25 | |
| 0550 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,300.00 | 1,300.000 | -308.000 | 1,298.000 | 990.000 | 3.89 | -1,198.12 | 3,851.10 | |
| 0560 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 130.00 | 130.000 | 509.500 | 132.500 | 642.000 | 7.68 | 3,912.96 | 4,930.56 | |
| 0570 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 456.00 | 456.000 | 285.700 | 316.000 | 601.700 | 0.35 | 99.99 | 210.59 | |
| 0580 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 16.000 | 16.000 | 82.00 | 1,312.00 | |||
| 0590 | CONCRETE-CLASS A | 08100 | CUYD | 49.00 | 49.000 | 0.700 | 0.700 | 300.00 | 210.00 | |||
| 0600 | RECONSTRUCT CURB BOX INLET | 20904ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0610 | ROLLED CURB AND GUTTER | 20914ED | LF | 157.00 | 157.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0620 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 3,450.00 | 3,450.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0630 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 77.00 | 77.000 | 116.400 | 116.400 | 14.00 | 1,629.60 | |||
| 0640 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 250.00 | 250.000 | 262.320 | 262.320 | 17.00 | 4,459.44 | |||
| 0650 | STRUCTURAL SIDEWALK | 23398EC | SQYD | 18.00 | 18.000 | 16.670 | 16.670 | 800.00 | 13,336.00 | |||
| 0660 | REPAIR PARKING LOT PAVEMENT | 23399EC | SQYD | 56.00 | 56.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0670 | PEDESTRIAN UNDERPASS MODIFICATION (US 60A) TE ARRA | 23400EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,000.00 | 45,000.00 | |||
| 0680 | PEDESTRIAN UNDERPASS WATERPROOFING (US 60A) TE ARRA | 23401EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 95,000.00 | 95,000.00 | |||
| 0690 | SEGMENTAL RETAINING WALL | 23402EC | LF | 898.00 | 918.000 | 917.220 | 917.220 | 122.00 | 111,900.84 | |||
| 0700 | BUS SHELTER | 23403EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 30,000.00 | 60,000.00 | |||
| 0710 | BENCH | 23404EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 0720 | TRASH RECEPTACLE | 23405EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,300.00 | 5,200.00 | |||
| 0730 | OLMSTED WALL AND FENCE | 23406EC | LF | 642.00 | 642.000 | 650.160 | 650.160 | 300.00 | 195,048.00 | |||
| 0740 | ORNAMENTAL FENCE | 23407EC | LF | 526.00 | 614.000 | 718.000 | 718.000 | 85.00 | 61,030.00 | |||
| 0750 | EMERGENCY PHONE | 23408EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,450.00 | 12,900.00 | |||
| 0760 | PAINT SYMBOL-BICYCLE LANE | 23426EC | EACH | 22.00 | 22.000 | 23.000 | 23.000 | 150.00 | 3,450.00 | |||
| 8003 | EW~ STORM SEWER ADDITIONS GRAWEMEYER PARKING LOT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,518.41 | 8,518.41 | |||
| 8006 | EW~ TEMPORARY SIDEWALKS | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,984.25 | 1,984.25 | |||
| 8008 | DRAIN REROUTE CONNECT ROOF DRAIN FROM VOGT BLDG TO STORM SEWER | 23347EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,239.32 | 1,239.32 | |||
| 8009 | PROJECT CPM SCHEDULE | 02570 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 16,975.00 | 16,975.00 | |||
| 8010 | BYPASS PUMPING SANITARY SEWER PUMPING FOR RELOCATION OF PED TUNNEL | 23346EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,808.40 | 8,808.40 | |||
| 8011 | FENCE-TEMP | 02259 | LF | 0.00 | 1,500.000 | 1,500.000 | 1,500.000 | 4.83 | 7,245.00 | |||
| 8015 | STAKING Additional Staking for Pit and Main Relocations | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 799.31 | 799.31 | |||
| 8016 | SANITARY SEWER LATERAL REPAIR Repair Main Sewer Lateral | 20474NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,142.28 | 5,142.28 | |||
| 8017 | EW~ Revised Bus Skirting | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,446.90 | 1,446.90 | |||
| 8026 | REPLACE CURB BOX INLET GRATE FRAME & GRATE HAHN STREET | 22618NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 570.10 | 570.10 | |||
| 8030 | MASONRY COATING OLMSTEAD WALL | 02998 | SQYD | 0.00 | 350.000 | 350.000 | 350.000 | 8.50 | 2,975.00 | |||
| 8038 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 1,957.440 | 0.000 | 1,957.440 | 1.00 | 1,957.44 | 1,957.44 | |
| 8039 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 1,057.690 | 0.000 | 1,057.690 | 1.00 | 1,057.69 | 1,057.69 | |
| 8040 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,124.160 | 0.000 | -1,124.160 | 1.00 | -1,124.16 | -1,124.16 | |
| Project | DE056060A0939 | Fed/State Project Number | TE ARRA 3001(339) | Category | 0002 SIGNALIZATION AND LIGHTING | |||||||
| 0770 | POLE 30 FT MTG HT | 04700 | EACH | 72.00 | 77.000 | 77.000 | 77.000 | 3,100.00 | 238,700.00 | |||
| 0780 | POLE BASE | 04740 | EACH | 48.00 | 53.000 | 53.000 | 53.000 | 915.30 | 48,510.90 | |||
| 0790 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,500.00 | 22,500.00 | |||
| 0800 | HPS LUMINAIRE | 04770 | EACH | 75.00 | 80.000 | 77.000 | 77.000 | 1,982.00 | 152,614.00 | |||
| 0810 | FUSED CONNECTOR KIT | 04780 | EACH | 75.00 | 80.000 | 154.000 | 154.000 | 110.00 | 16,940.00 | |||
| 0820 | CONDUIT-3/4 IN | 04791 | LF | 50.00 | 50.000 | 30.000 | 30.000 | 6.00 | 180.00 | |||
| 0830 | CONDUIT-1 IN | 04792 | LF | 60.00 | 60.000 | 140.000 | 140.000 | 13.00 | 1,820.00 | |||
| 0840 | CONDUIT-2 IN | 04795 | LF | 3,070.00 | 3,920.000 | 848.000 | 3,182.000 | 4,030.000 | 14.37 | 12,185.76 | 57,911.10 | |
| 0850 | CONDUIT-3 IN | 04797 | LF | 100.00 | 100.000 | 605.000 | 605.000 | 21.91 | 13,255.55 | |||
| 0860 | JUNCTION BOX TYPE B | 04811 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 623.00 | 11,837.00 | |||
| 0870 | TRENCHING AND BACKFILLING | 04820 | LF | 2,975.00 | 4,605.000 | 1,627.000 | 2,373.000 | 4,000.000 | 2.93 | 4,767.11 | 11,720.00 | |
| 0880 | OPEN CUT ROADWAY | 04821 | LF | 240.00 | 240.000 | 275.000 | 275.000 | 33.00 | 9,075.00 | |||
| 0890 | LOOP WIRE | 04830 | LF | 1,875.00 | 0.000 | 325.000 | 325.000 | 0.34 | 110.50 | |||
| 0900 | WIRE-NO. 4 | 04835 | LF | 6,349.00 | 6,349.000 | 10,431.000 | 10,431.000 | 1.11 | 11,578.41 | |||
| 0920 | CABLE-NO. 14/5C | 04844 | LF | 1,340.00 | 3,650.000 | 2,300.000 | 2,190.000 | 4,490.000 | 1.32 | 3,036.00 | 5,926.80 | |
| 0930 | CABLE-NO. 14/7C | 04845 | LF | 101.00 | 101.000 | 290.000 | 290.000 | 1.55 | 449.50 | |||
| 0940 | CABLE-NO. 14/1 PAIR | 04850 | LF | 325.00 | 325.000 | 1,586.000 | 1,586.000 | 1.33 | 2,109.38 | |||
| 0950 | LOOP SAW SLOT AND FILL | 04895 | LF | 610.00 | 610.000 | 341.000 | 341.000 | 8.00 | 2,728.00 | |||
| 0960 | ELECTRICAL SERVICE | 04899 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0970 | SIGNAL CONTROLLER-TYPE 170 | 04920 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 17,958.00 | 17,958.00 | |||
| 0980 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0990 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 195.00 | 1,560.00 | |||
| 1000 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 174.00 | 1,044.00 | |||
| 1010 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 228.00 | 228.00 | |||
| 1020 | AUDIBLE PEDESTRIAN DETECTOR | 20495NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,671.00 | 16,710.00 | |||
| 1030 | PVC CONDUIT-4 IN | 21729EN | LF | 1,100.00 | 0.000 | 0.000 | 0.000 | 5.86 | 0.00 | |||
| 1040 | TRAFFIC SIGNAL POLE | 23409EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 10,320.00 | 51,600.00 | |||
| 1050 | OVER HEIGHT WARNING SYSTEM | 23410EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 46,400.00 | 92,800.00 | |||
| 8004 | PREFORMED QUADRAPOLE LOOPS | 20453NS835 | LF | 0.00 | 610.000 | 610.000 | 610.000 | 18.00 | 10,980.00 | |||
| 8005 | CONDUIT-1 1/4 IN 4 RUNS IN LIEU OF 4 IN PVC MULTICELL | 04793 | LF | 0.00 | 3,000.000 | 5,072.000 | 5,072.000 | 7.00 | 35,504.00 | |||
| 8035 | EMERGENCY PHONE Cellular Technology for Call Boxes | 23408EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 625.23 | 1,250.46 | |||
| 8041 | MESSENGER-10800 LB Overheight Detection on 3rd Street | 04885 | LF | 0.00 | 400.000 | 400.000 | 0.000 | 400.000 | 3.65 | 1,460.00 | 1,460.00 | |
| 8042 | WIRE-NO. 12 Overheight Detection System on 3rd Street | 04832 | LF | 0.00 | 2,100.000 | 2,100.000 | 0.000 | 2,100.000 | 0.40 | 840.00 | 840.00 | |
| 8043 | PREFORMED LOOP/LEAD-IN Signal Loops at 3rd Street and Eastern Pkwy | 04894 | LF | 0.00 | 133.000 | 133.000 | 0.000 | 133.000 | 15.00 | 1,995.00 | 1,995.00 | |
| Project | DE056060A0939 | Fed/State Project Number | TE ARRA 3001(339) | Category | 0003 LANDSCAPING | |||||||
| 1060 | SEEDING AND PROTECTION | 05985 | SQYD | 750.00 | 750.000 | 750.000 | 750.000 | 1.75 | 1,312.50 | |||
| 1070 | SODDING | 05990 | SQYD | 1,423.00 | 2,333.000 | 2,288.000 | 2,288.000 | 2.95 | 6,749.60 | |||
| 1080 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 239.00 | 239.000 | 175.000 | 175.000 | 44.00 | 7,700.00 | |||
| 1090 | GROW-LOW FRAGRANT SUMAC | 20028ES724 | EACH | 1,040.00 | 1,040.000 | 940.000 | 940.000 | 32.50 | 30,550.00 | |||
| 1100 | LACEBARK ELM | 21428NS724 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 325.00 | 1,625.00 | |||
| 1110 | IRRIGATION SYSTEM (US 60A) TE ARRA | 23411EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 1120 | METAL TREE GRATE | 23412EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 7,500.00 | 37,500.00 | |||
| 1130 | SOIL PLANTING MIX | 23413EC | CUYD | 1,636.00 | 1,636.000 | 812.000 | 812.000 | 35.00 | 28,420.00 | |||
| 1140 | STRUCTURAL SOIL | 23414EC | CUYD | 260.00 | 260.000 | 266.670 | 266.670 | 115.00 | 30,667.05 | |||
| 1150 | EDGING | 23415EC | LF | 1,340.00 | 1,340.000 | 1,221.000 | 1,221.000 | 8.65 | 10,561.65 | |||
| 1160 | IMPERIAL HONEYLOCUST | 23416EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 325.00 | 1,625.00 | |||
| 1170 | CHANTICLEER FLOWERING PEAR | 23417EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 285.00 | 570.00 | |||
| 1180 | PURPLELEAF WINTERCREEPER | 23418EC | EACH | 7,235.00 | 7,235.000 | 7,235.000 | 7,235.000 | 4.55 | 32,919.25 | |||
| 1190 | NEARLY WILD ROSE | 23419EC | EACH | 676.00 | 676.000 | 676.000 | 676.000 | 35.00 | 23,660.00 | |||
| 1200 | CRANBERRY COTONEASTER | 23420EC | EACH | 610.00 | 610.000 | 711.000 | 711.000 | 39.00 | 27,729.00 | |||
| 1210 | KARL FOERSTER'S FEATHER REED GRASS | 23421EC | EACH | 483.00 | 483.000 | 483.000 | 483.000 | 25.00 | 12,075.00 | |||
| 1220 | DWARF JAPANESE HOLLY | 23422EC | EACH | 1,042.00 | 1,042.000 | 1,067.000 | 1,067.000 | 28.50 | 30,409.50 | |||
| 1230 | SIX HILLS GIANT NEPETA | 23423EC | EACH | 117.00 | 117.000 | 117.000 | 117.000 | 35.00 | 4,095.00 | |||
| 1240 | DWARF HONEYSUCKLE | 23424EC | EACH | 520.00 | 520.000 | 520.000 | 520.000 | 30.00 | 15,600.00 | |||
| 1250 | HAPPY RETURNS DAYLILY | 23425EC | EACH | 1,455.00 | 1,455.000 | 1,455.000 | 1,455.000 | 12.75 | 18,551.25 | |||
| 8032 | CLEARING AND GRUBBING Remove Chinese Elms | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 23,887.00 | 23,887.00 | |||
| 8036 | RETROFIT Retrofit and Repair Tree Grates | 23280EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,454.40 | 5,454.40 | |||
| Project | DE056060A0939 | Fed/State Project Number | TE ARRA 3001(339) | Category | 0004 DEMOB AND MOB | |||||||
| 1260 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1270 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.250 | 1.000 | 17,036.88 | 12,777.66 | 17,036.88 | |
| Project | DE056060A0939 | Fed/State Project Number | TE ARRA 3001(339) | Category | 0005 WATERLINE NON PARTICIPATING | |||||||
| SUBTOT | $48,459.58 |
$8,573,361.73 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1050-3-0I |
VMS units and Controllers | EACH |
2.00 | 0007 | $15006.000000 | $30,012.00 | ||||||
1050-2-0I |
Computer for OHWS | EACH |
1.00 | 0007 | $3140.000000 | $3,140.00 | ||||||
1050-1-0I |
Flashers, Brackets, Poles | EACH |
2.00 | 0007 | $14843.500000 | $29,687.00 | ||||||
0770-1-2I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0008 | $2283.760000 | $11,418.80 | ||||||
0770-1-1I |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0008 | $2345.360000 | $63,324.72 | ||||||
0770-1-0I |
TRAFFIC INCIDENTAL | EACH |
48.00 | 0008 | $2283.760000 | $109,620.48 | ||||||
0800-1-3I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0008 | $1588.710000 | $7,943.55 | ||||||
0800-1-2I |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0008 | $1617.290000 | $43,666.83 | ||||||
0800-1-1I |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0008 | $1588.710000 | $4,766.13 | ||||||
0800-1-0I |
TRAFFIC INCIDENTAL | EACH |
45.00 | 0008 | $1588.710000 | $71,491.95 | ||||||
1020-1-0I |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0008 | $950.000000 | $9,500.00 | ||||||
1040-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0011 | $5317.160000 | $26,585.80 | ||||||
0770-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0008 | $2283.760000 | $-15,986.32 | ||||||
0800-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0008 | $1588.710000 | $-11,120.97 | ||||||
0770-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0011 | $2283.760000 | $-25,121.36 | ||||||
0800-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0011 | $1588.710000 | $-17,475.81 | ||||||
1020-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0012 | $950.000000 | $-5,700.00 | ||||||
1040-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0012 | $5317.160000 | $-10,634.32 | ||||||
0800-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0013 | $1588.710000 | $-4,766.13 | ||||||
1040-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0013 | $5317.160000 | $-15,951.48 | ||||||
1050-3-0A |
VMS units and Controllers | EACH |
1.50 | 0014 | $15006.000000 | $-22,509.00 | ||||||
1050-2-0A |
Computer for OHWS | EACH |
1.00 | 0014 | $3140.000000 | $-3,140.00 | ||||||
1050-1-0A |
Flashers, Brackets, Poles | EACH |
1.50 | 0014 | $14843.500000 | $-22,265.25 | ||||||
1050-3-0A |
VMS units and Controllers | EACH |
0.25 | 0015 | $15006.000000 | $-3,751.50 | ||||||
1050-1-0A |
Flashers, Brackets, Poles | EACH |
0.25 | 0015 | $14843.500000 | $-3,710.88 | ||||||
0770-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0018 | $2283.760000 | $-25,121.36 | ||||||
1050-3-0A |
VMS units and Controllers | EACH |
0.25 | 0018 | $15006.000000 | $-3,751.50 | ||||||
1050-1-0A |
Flashers, Brackets, Poles | EACH |
0.25 | 0018 | $14843.500000 | $-3,710.88 | ||||||
0770-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0026 | $2283.760000 | $-18,270.08 | ||||||
1020-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0026 | $950.000000 | $-1,900.00 | ||||||
1020-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0031 | $950.000000 | $-1,900.00 | ||||||
0770-11C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0014 | $2345.360000 | $-63,324.72 | ||||||
0770-12C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0014 | $2283.760000 | $-11,418.80 | ||||||
0800-11C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0015 | $1588.710000 | $-4,766.13 | ||||||
0800-13C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0015 | $1588.710000 | $-7,943.55 | ||||||
0800-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0018 | $1588.710000 | $-38,129.04 | ||||||
0800-12C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0018 | $1617.290000 | $-43,666.83 | ||||||
0770-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0034 | $2283.760000 | -25,121.36 | $-25,121.36 | |||||
| SUBTOT | $-0.01 |
|||||||||||