|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/11/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071167 | Estimate Number | 0099 | Estimate Type FINAL | |||
| District Office | SOMERSET (08300) Gilreath, Stewart B. P.E. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | ADDR SN 2 VC Code VC0000092418 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 10/23/2012 TO 04/04/2013 | ||||||
| Date Approved | 06/11/2013 | ||||||
| Primary Proj Number | DE1000NEW0767 | ||||||
| Project No. | HPP-STP 0133 (005) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET NORTHERN BYPASS (I-66) | ||||||
| Description | FROM THE L.N. PARKWAY WEST OF SOMERSET NE TO JUST EAST OF WITSON ROAD | ||||||
| Date Let | 10/19/2007 | Formal Acceptance | 06/15/2012 | ||||
| Date Awarded | 11/19/2007 | Date Work Began | 12/13/2007 | ||||
| Date Contract Executed | 12/05/2007 | Open To Traffic | 09/02/2011 | ||||
| Date NTP Issued | 12/05/2007 | Actual Completion Date | 09/02/2011 | ||||
| Current Contract Amount | $35,644,640.03 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $36,398,993.47 |
Total Earnings | $35,320,563.71 |
$35,189,060.98 |
$131,502.73 |
|
| Percent Complete | 99.09 |
Stockpiled Materials | $1.15 |
$1.15 |
$0.00 |
|
| Funds Available | $324,075.17 |
Gross Earnings | $35,320,564.86 |
$35,189,062.13 |
$131,502.73 |
|
| Total Change Orders | $-754,353.44 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $35,320,564.86 |
$35,189,062.13 |
$131,502.73 |
|||
| Contract Id | 071167 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0099 | Project Number | HPP-STP 0133 (005) | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 10/23/2012 TO 04/04/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Excavation Solid Rock, Septic Tank Treatment | Approved | 05/15/2008 | $36,380.00 | 1.0 | |||||
| 002 | Waterline Revision | Approved | 12/29/2008 | $2,118.00 | 0.0 | |||||
| 003 | Change Interchange to an At-grade Signalized Intersection | Approved | 03/05/2009 | $-2,455,277.93 | 0.0 | |||||
| 004 | Class B Concrete Retaining Wall and Waterline Items | Approved | 04/14/2009 | $112,174.36 | 1.0 | |||||
| 005 | N. Hart Rd. Diversion and Relocate Temp Concrete Barrier | Approved | 11/10/2009 | $351,399.32 | 4.0 | |||||
| 006 | Additional Rock Roadbed | Approved | 12/21/2009 | $1,000,176.00 | 16.0 | |||||
| 007 | Liquidated Damages Override | Approved | 08/03/2010 | $0.00 | 0.0 | |||||
| 008 | Cost Plus Work and Ride Quality Adjustment | Approved | 11/18/2010 | $170,928.69 | 17.0 | |||||
| 009 | Added Truss Sign Support and additonal panel and sheet signs | Approved | 05/17/2011 | $-51.88 | 100.0 | |||||
| 010 | Sight Distance improvement on S. Hacker Rd. | Approved | 12/06/2011 | $27,800.00 | 5.0 | |||||
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 | 071167 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE1000NEW0767 | |||||||
| Estimate Nbr | 0099 | Period | 10/23/2012 TO 04/04/2013 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (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 | DGA BASE | 00001 | TON | 201,303.00 | 176,303.000 | 157,228.390 | 157,228.390 | 12.15 | 1,910,324.93 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 52,540.00 | 52,540.000 | 20.080 | 59,243.920 | 59,264.000 | 2.20 | 44.17 | 130,380.80 | |
| 0030 | LIME | 00014 | TON | 1,004.00 | 1,004.000 | 878.940 | 878.940 | 128.00 | 112,504.32 | |||
| 0040 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 54,007.00 | 46,007.000 | 45,343.420 | 45,343.420 | 28.50 | 1,292,287.47 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 120.00 | 120.000 | 0.000 | 0.000 | 24.60 | 0.00 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 285.00 | 285.000 | 190.550 | 190.550 | 41.00 | 7,812.55 | |||
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,439.00 | 1,439.000 | 1,053.120 | 1,053.120 | 45.00 | 47,390.40 | |||
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,689.00 | 1,689.000 | 1,194.000 | 1,194.000 | 47.50 | 56,715.00 | |||
| 0090 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,113.00 | 663.000 | -1,769.140 | 1,956.690 | 187.550 | 42.00 | -74,303.88 | 7,877.10 | |
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 47,805.00 | 35,805.000 | 41,640.480 | 41,640.480 | 39.00 | 1,623,978.72 | |||
| 0110 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 49,630.00 | 44,630.000 | 60.000 | 48,097.490 | 48,157.490 | 39.00 | 2,340.00 | 1,878,142.11 | |
| 0120 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 39,391.00 | 34,691.000 | 35,786.680 | 35,786.680 | 40.00 | 1,431,467.20 | |||
| 0130 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 6,536.00 | 6,536.000 | 1,717.340 | 4,253.010 | 5,970.350 | 41.00 | 70,410.94 | 244,784.35 | |
| 0140 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 172.00 | 172.000 | 123.400 | 123.400 | 395.00 | 48,743.00 | |||
| 0150 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 3,295.00 | 3,145.000 | 333.360 | 2,389.330 | 2,722.690 | 46.00 | 15,334.56 | 125,243.74 | |
| 0160 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 58,447.00 | 58,447.000 | 4,030.250 | 87,276.880 | 91,307.130 | 1.15 | 4,634.78 | 105,003.19 | |
| 0170 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 6,764.00 | 5,964.000 | 5,738.840 | 5,738.840 | 45.00 | 258,247.80 | |||
| 0180 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 12,728.00 | 11,728.000 | 13,567.700 | 13,567.700 | 59.00 | 800,494.30 | |||
| 0190 | ASPHALT CURING SEAL | 00358 | TON | 235.00 | 235.000 | 57.930 | 57.930 | 395.00 | 22,882.35 | |||
| 0200 | ENTRANCE PIPE-15 INCH | 00440 | LF | 494.00 | 494.000 | 553.000 | 553.000 | 30.00 | 16,590.00 | |||
| 0210 | ENTRANCE PIPE-18 INCH | 00441 | LF | 28.00 | 28.000 | 24.000 | 24.000 | 34.00 | 816.00 | |||
| 0220 | ENTRANCE PIPE-24 INCH | 00443 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 35.00 | 2,800.00 | |||
| 0230 | ENTRANCE PIPE-30 INCH | 00445 | LF | 34.00 | 34.000 | 34.000 | 34.000 | 45.00 | 1,530.00 | |||
| 0240 | CULVERT PIPE-12 INCH | 00460 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0250 | CULVERT PIPE-15 INCH | 00461 | LF | 2,473.00 | 2,473.000 | 1,874.000 | 1,874.000 | 34.00 | 63,716.00 | |||
| 0260 | CULVERT PIPE-18 INCH | 00462 | LF | 1,330.00 | 1,330.000 | 792.000 | 792.000 | 48.00 | 38,016.00 | |||
| 0270 | CULVERT PIPE-24 INCH | 00464 | LF | 1,424.00 | 1,424.000 | 1,421.500 | 1,421.500 | 57.00 | 81,025.50 | |||
| 0280 | CULVERT PIPE-30 INCH | 00466 | LF | 1,178.00 | 1,178.000 | 576.000 | 576.000 | 75.00 | 43,200.00 | |||
| 0290 | CULVERT PIPE-36 INCH | 00468 | LF | 1,160.00 | 1,160.000 | 705.000 | 705.000 | 91.00 | 64,155.00 | |||
| 0300 | CULVERT PIPE-42 INCH | 00469 | LF | 982.00 | 982.000 | 980.000 | 980.000 | 112.00 | 109,760.00 | |||
| 0310 | CULVERT PIPE-48 INCH | 00470 | LF | 154.00 | 154.000 | 154.000 | 154.000 | 125.00 | 19,250.00 | |||
| 0320 | CULVERT PIPE-54 INCH | 00471 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 143.00 | 11,440.00 | |||
| 0330 | CULVERT PIPE-72 INCH | 00474 | LF | 896.00 | 896.000 | 390.000 | 390.000 | 200.00 | 78,000.00 | |||
| 0340 | CULVERT PIPE-24 INCH EQUIV | 00492 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 57.00 | 3,420.00 | |||
| 0350 | STORM SEWER PIPE-18 INCH | 00522 | LF | 82.00 | 82.000 | 82.000 | 82.000 | 48.00 | 3,936.00 | |||
| 0360 | STORM SEWER PIPE-24 INCH | 00524 | LF | 46.00 | 46.000 | 46.000 | 46.000 | 57.00 | 2,622.00 | |||
| 0370 | PERFORATED PIPE-4 INCH | 01000 | LF | 80,333.00 | 80,333.000 | 70,993.000 | 70,993.000 | 3.87 | 274,742.91 | |||
| 0380 | PERFORATED PIPE-6 INCH | 01001 | LF | 800.00 | 800.000 | 200.000 | 200.000 | 10.00 | 2,000.00 | |||
| 0390 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 3,178.10 | 3,178.100 | 3,053.000 | 3,053.000 | 7.63 | 23,294.39 | |||
| 0400 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 122.00 | 122.000 | 10.000 | 10.000 | 8.00 | 80.00 | |||
| 0410 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0420 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 82.00 | 82.000 | 21.000 | 21.000 | 312.00 | 6,552.00 | |||
| 0430 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 348.00 | 1,044.00 | |||
| 0440 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 52.00 | 52.000 | 40.000 | 40.000 | 393.00 | 15,720.00 | |||
| 0450 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0460 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 138.00 | 138.000 | 128.000 | 128.000 | 439.00 | 56,192.00 | |||
| 0470 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0480 | REMOVE PIPE | 01310 | LF | 317.00 | 317.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0490 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0500 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 1,500.00 | 9,000.00 | |||
| 0510 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
| 0520 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 0530 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 2,250.00 | 18,000.00 | |||
| 0540 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 2,750.00 | 30,250.00 | |||
| 0550 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,700.00 | 7,400.00 | |||
| 0560 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,400.00 | 22,000.00 | |||
| 0570 | CURB BOX INLET TYPE B | 01480 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 3,600.00 | 10,800.00 | |||
| 0580 | CURB BOX INLET TYPE B-T | 01484 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0590 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0600 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 0.500 | 2.500 | 3.000 | 3,300.00 | 1,650.00 | 9,900.00 | |
| 0610 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0620 | DROP BOX INLET TYPE 5B | 01505 | EACH | 23.00 | 23.000 | -2.000 | 22.000 | 20.000 | 3,100.00 | -6,200.00 | 62,000.00 | |
| 0630 | DROP BOX INLET TYPE 5D | 01511 | EACH | 4.00 | 4.000 | 2.000 | 3.000 | 5.000 | 3,100.00 | 6,200.00 | 15,500.00 | |
| 0640 | DROP BOX INLET TYPE 5E | 01514 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,200.00 | 9,600.00 | |||
| 0650 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 0660 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 0670 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0680 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0690 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0700 | ISLAND INTEGRAL CURB | 01845 | LF | 262.75 | 262.750 | 82.000 | 82.000 | 30.00 | 2,460.00 | |||
| 0710 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 929.00 | 929.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0720 | MOUNTABLE MEDIAN TYPE 2A | 01946 | SQYD | 5,864.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0730 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 0740 | REMOVE PAVEMENT | 02091 | SQYD | 7,533.00 | 7,533.000 | 7,158.430 | 7,158.430 | 2.00 | 14,316.86 | |||
| 0750 | TEMPORARY DITCH | 02159 | LF | 25,960.00 | 25,960.000 | 3,275.000 | 3,275.000 | 1.00 | 3,275.00 | |||
| 0760 | ROADWAY EXCAVATION | 02200 | CUYD | 2,480,215.00 | 2,449,914.000 | 2,433,115.000 | 2,433,115.000 | 3.09 | 7,518,325.35 | |||
| 0770 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,321.00 | 2,321.000 | 13,834.710 | 13,834.710 | 5.00 | 69,173.55 | |||
| 0780 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0790 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 35,476.00 | 35,476.000 | 36,587.000 | 36,587.000 | 4.65 | 170,129.55 | |||
| 0800 | REMOVE FENCE | 02265 | LF | 10,090.00 | 10,090.000 | 5,616.190 | 5,616.190 | 1.15 | 6,458.61 | |||
| 0810 | REMOVE & REPLACE FENCE | 02268 | LF | 2,946.00 | 2,946.000 | 2,564.000 | 2,564.000 | 5.80 | 14,871.20 | |||
| 0820 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 26,217.50 | 26,217.500 | -423.000 | 27,403.150 | 26,980.150 | 16.60 | -7,021.80 | 447,870.49 | |
| 0830 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 550.00 | 550.000 | 377.000 | 377.000 | 25.00 | 9,425.00 | |||
| 0840 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 24.00 | 24.000 | 2.000 | 10.000 | 12.000 | 60.00 | 120.00 | 720.00 | |
| 0850 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 15.00 | 15.000 | 1.000 | 6.000 | 7.000 | 2,175.00 | 2,175.00 | 15,225.00 | |
| 0860 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 4,850.00 | 14,550.00 | |||
| 0870 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 16.00 | 16.000 | 25.000 | 25.000 | 600.00 | 15,000.00 | |||
| 0880 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0890 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 0900 | REMOVE GUARDRAIL | 02381 | LF | 5,317.00 | 5,317.000 | 1,912.500 | 1,912.500 | 1.10 | 2,103.75 | |||
| 0910 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 4.000 | 3.000 | 7.000 | 300.00 | 1,200.00 | 2,100.00 | |
| 0920 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 23.00 | 23.000 | 1.000 | 25.000 | 26.000 | 1,700.00 | 1,700.00 | 44,200.00 | |
| 0930 | TEMPORARY GUARDRAIL | 02397 | LF | 1,850.00 | 1,850.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0940 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 124.00 | 124.000 | 127.000 | 127.000 | 60.00 | 7,620.00 | |||
| 0950 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
| 0960 | CHANNEL LINING CLASS II | 02483 | TON | 2,278.00 | 2,278.000 | -47.270 | 12,518.360 | 12,471.090 | 14.00 | -661.78 | 174,595.26 | |
| 0970 | CHANNEL LINING CLASS III | 02484 | TON | 4,721.00 | 4,721.000 | 966.610 | 966.610 | 15.00 | 14,499.15 | |||
| 0980 | CHANNEL LINING CLASS IV | 02488 | CUYD | 1,000.00 | 1,000.000 | 4,286.313 | 4,286.313 | 6.00 | 25,717.87 | |||
| 0990 | CLEARING AND GRUBBING 259 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 259,000.00 | 259,000.00 | |||
| 1000 | SIGNS | 02562 | SQFT | 1,397.00 | 1,397.000 | 2,150.750 | 2,150.750 | 4.77 | 10,259.07 | |||
| 1010 | EDGE KEY | 02585 | LF | 678.00 | 678.000 | 66.000 | 66.000 | 65.00 | 4,290.00 | |||
| 1020 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | -809.326 | 22,947.966 | 22,138.640 | 2.20 | -1,780.51 | 48,705.00 | |
| 1030 | FINAL DRESSING CLASS B | 02601 | LF | 11,725.00 | 11,725.000 | 11,977.000 | 11,977.000 | 5.50 | 65,873.50 | |||
| 1040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 1050 | DIVERSIONS (BY-PASS DETOURS) PARKWAY | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1060 | DIVERSIONS (BY-PASS DETOURS) RINGGOLD ROAD | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1070 | DIVERSIONS (BY-PASS DETOURS) SOUTH HART | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1080 | LANE CLOSURE | 02653 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 1090 | CROSSOVER EAST PARKWAY | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1100 | CROSSOVER MAINLINE | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1110 | CROSSOVER WEST PARKWAY | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1120 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 9,600.00 | 38,400.00 | |||
| 1130 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,850.00 | 1,850.00 | |||
| 1140 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 298.00 | 1,798.000 | 60.170 | 60.170 | 34.00 | 2,045.78 | |||
| 1150 | SAFELOADING | 02690 | CUYD | 51.00 | 51.000 | 9.240 | 9.240 | 250.00 | 2,310.00 | |||
| 1160 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 1170 | TEMPORARY SILT FENCE | 02701 | LF | 51,920.00 | 51,920.000 | 6,295.000 | 6,295.000 | 2.00 | 12,590.00 | |||
| 1180 | SAND FOR BLOTTER | 02702 | TON | 131.00 | 131.000 | 86.830 | 86.830 | 22.50 | 1,953.67 | |||
| 1190 | SILT TRAP TYPE A | 02703 | EACH | 259.00 | 259.000 | 127.000 | 127.000 | 150.00 | 19,050.00 | |||
| 1200 | SILT TRAP TYPE B | 02704 | EACH | 259.00 | 259.000 | 225.000 | 225.000 | 150.00 | 33,750.00 | |||
| 1210 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 1,554.00 | 1,554.000 | 428.000 | 428.000 | 25.00 | 10,700.00 | |||
| 1220 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,554.00 | 1,554.000 | 381.000 | 381.000 | 25.00 | 9,525.00 | |||
| 1230 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 51,920.00 | 51,920.000 | 30.000 | 30.000 | 0.10 | 3.00 | |||
| 1240 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 495,000.00 | 495,000.00 | |||
| 1250 | FLASHING ARROW | 02775 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 1260 | CRASH CUSHION TYPE IX | 02929 | EACH | 8.00 | 8.000 | 1.000 | 5.000 | 6.000 | 4,850.00 | 4,850.00 | 29,100.00 | |
| 1270 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,000.00 | 1,000.000 | 1,080.000 | 1,080.000 | 44.10 | 47,628.00 | |||
| 1280 | TUBULAR MARKERS | 03225 | EACH | 644.00 | 644.000 | 5,529.000 | 5,529.000 | 30.00 | 165,870.00 | |||
| 1290 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 57.75 | 57.750 | 36.000 | 36.000 | 50.00 | 1,800.00 | |||
| 1300 | STEEL PIPE-4 INCH | 03343 | LF | 65.75 | 65.750 | 33.000 | 33.000 | 50.00 | 1,650.00 | |||
| 1310 | EROSION CONTROL BLANKET | 05950 | SQYD | 103,033.00 | 103,033.000 | 137,106.962 | 137,106.962 | 1.10 | 150,817.65 | |||
| 1320 | TEMPORARY MULCH | 05952 | SQYD | 1,251,755.00 | 1,251,755.000 | 118,092.111 | 118,092.111 | 0.10 | 11,809.21 | |||
| 1330 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 10,724.00 | 10,724.000 | 130,730.443 | 130,730.443 | 0.15 | 19,609.56 | |||
| 1340 | TOPDRESSING FERTILIZER | 05966 | TON | 53.00 | 53.000 | 36.000 | 36.000 | 600.00 | 21,600.00 | |||
| 1350 | SEEDING AND PROTECTION | 05985 | SQYD | 1,015,671.00 | 1,015,671.000 | 563,572.811 | 563,572.811 | 0.32 | 180,343.29 | |||
| 1360 | SODDING | 05990 | SQYD | 5,000.00 | 5,000.000 | 0.000 | 0.000 | 4.30 | 0.00 | |||
| 1370 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 3,674.00 | 3,674.000 | 9,144.000 | 9,144.000 | 0.18 | 1,645.92 | |||
| 1380 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 48,920.00 | 48,920.000 | 296,547.000 | 296,547.000 | 0.23 | 68,205.81 | |||
| 1390 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 72,977.00 | 72,977.000 | 12,539.000 | 12,539.000 | 0.18 | 2,257.02 | |||
| 1400 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 4,200.00 | 4,200.000 | 3,668.000 | 3,668.000 | 0.65 | 2,384.20 | |||
| 1410 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 500.00 | 500.000 | 18,178.000 | 18,178.000 | 0.85 | 15,451.30 | |||
| 1420 | PAVE STRIPING REMOVAL-12 INCH | 06533 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1430 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 1,635.00 | 1,635.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 1440 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 1450 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 420.00 | 420.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 1460 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 288.00 | 288.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1470 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 1480 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 1490 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 8.25 | 0.00 | |||
| 1500 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 365.00 | 365.000 | 0.000 | 0.000 | 22.75 | 0.00 | |||
| 1510 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,133.00 | 1,133.000 | 1,015.000 | 1,015.000 | 22.75 | 23,091.25 | |||
| 1520 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 568.00 | 568.000 | 364.000 | 364.000 | 22.75 | 8,281.00 | |||
| 1530 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 130.00 | 130.000 | 82.000 | 82.000 | 5.00 | 410.00 | |||
| 1540 | CONCRETE-CLASS A | 08100 | CUYD | 454.52 | 454.520 | 4.045 | 256.795 | 260.840 | 612.20 | 2,476.34 | 159,686.24 | |
| 1550 | STEEL REINFORCEMENT | 08150 | LB | 21,971.50 | 21,971.500 | -1,312.500 | 13,867.500 | 12,555.000 | 1.19 | -1,561.87 | 14,940.45 | |
| 1560 | APPROACH SLAB | 08500 | SQYD | 639.00 | 639.000 | 639.000 | 639.000 | 150.00 | 95,850.00 | |||
| 1570 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 418,160.00 | 418,160.000 | 2,550.000 | 107,246.950 | 109,796.950 | 1.00 | 2,550.00 | 109,796.95 | |
| 1580 | FUEL ADJUSTMENT | 10020NS | DOLL | 596,183.00 | 596,183.000 | -17,581.740 | 182,979.010 | 165,397.270 | 1.00 | -17,581.74 | 165,397.27 | |
| 1590 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 376,345.00 | 376,345.000 | -153,152.380 | 1,502,205.340 | 1,349,052.960 | 1.00 | -153,152.38 | 1,349,052.96 | |
| 1600 | COHESIVE PILE CORE | 20210EP69 | CUYD | 1,075.00 | 1,075.000 | 1,057.000 | 1,057.000 | 9.60 | 10,147.20 | |||
| 1610 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 80,530.00 | 80,530.000 | 82,954.000 | 82,954.000 | 0.27 | 22,397.58 | |||
| 1620 | SILT TRAP TYPE C | 20496NS843 | EACH | 259.00 | 259.000 | 60.000 | 60.000 | 250.00 | 15,000.00 | |||
| 1630 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 1,554.00 | 1,554.000 | 123.000 | 123.000 | 25.00 | 3,075.00 | |||
| 1640 | INSTALL PROJECT ID SIGN (72 IN X 120 IN) | 21132NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 226.00 | 0.00 | |||
| 1650 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 25,814.00 | 25,814.000 | 1,553.326 | 11,039.991 | 12,593.317 | 2.00 | 3,106.65 | 25,186.63 | |
| 1660 | EARTHWORK MITIGATION | 21477ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,094,240.00 | 2,094,240.00 | |||
| 1670 | ENTRANCE PIPE-36 IN | 22581EN | LF | 65.00 | 65.000 | 65.000 | 65.000 | 78.00 | 5,070.00 | |||
| 1680 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 76,821.00 | 76,821.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1690 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 62,958.00 | 62,958.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 1700 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 4,042.00 | 4,042.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 8000 | SEPTIC TANK TREATMENT | 02404 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 8001 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 100.000 | -22.615 | 4,917.135 | 4,894.520 | 16.80 | -379.93 | 82,227.93 | |
| 8003 | PLUG WATER WELL | 02475 | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 8006 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 8007 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 8008 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 8009 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 0.00 | 15.000 | 18.700 | 18.700 | 200.00 | 3,740.00 | |||
| 8010 | SEDIMENTATION BASIN | 02711 | CUYD | 0.00 | 100.000 | 100.000 | 100.000 | 100.00 | 10,000.00 | |||
| 8028 | EW~ CONSTRUCTION REVISION COMPENSATION | 10098NX | DOLL | 0.00 | 507,490.040 | 507,490.040 | 507,490.040 | 1.00 | 507,490.04 | |||
| 8034 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 0.00 | 1,000.000 | 1,680.000 | 1,680.000 | 6.96 | 11,692.80 | |||
| 8035 | DIVERSIONS (BY-PASS DETOURS) NORTH HART | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,235.62 | 11,235.62 | |||
| 8036 | ROCK ROADBED | 07611 | CUYD | 0.00 | 108,360.000 | 107,769.130 | 107,769.130 | 9.90 | 1,066,914.38 | |||
| 8037 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 0.00 | 192.000 | 133.260 | 133.260 | 53.00 | 7,062.78 | |||
| 8038 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8039 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 23,044.690 | 23,044.690 | 23,044.690 | 1.00 | 23,044.69 | |||
| 8040 | COST PLUS WORK (ROCK CUT MITIGATION) | 10080NSD | DOLL | 0.00 | 14,233.760 | 14,233.760 | 14,233.760 | 1.00 | 14,233.76 | |||
| 8041 | COST PLUS WORK (SLIDE REPAIR) | 10080NSD | DOLL | 0.00 | 100,935.010 | 100,935.010 | 100,935.010 | 1.00 | 100,935.01 | |||
| 8042 | REIMBURSEMENT (CULVERT PIPE MATERIALS) | 10299N | DOLL | 0.00 | 21,340.230 | 21,340.230 | 21,340.230 | 1.00 | 21,340.23 | |||
| 8043 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 8044 | CONCRETE WEDGE CURB | 22883EN | LF | 0.00 | 500.000 | 493.000 | 493.000 | 6.75 | 3,327.75 | |||
| 8049 | EW~ SIGHT DISTANCE IMPROVEMENT | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 27,800.00 | 27,800.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0002 DEMOBILIZATION AND MOBILIZATION | |||||||
| 1710 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 975,000.00 | 975,000.00 | |||
| 1720 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1.000 | 524,000.00 | 262,000.00 | 524,000.00 | |
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0003 BRIDGE | |||||||
| 1730 | FOUNDATION PREPARATION 26245 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 1740 | CONCRETE-CLASS A | 08100 | CUYD | 514.50 | 514.500 | 514.500 | 514.500 | 436.31 | 224,481.49 | |||
| 1750 | STEEL REINFORCEMENT | 08150 | LB | 72,556.00 | 72,556.000 | 72,556.000 | 72,556.000 | 0.96 | 69,653.76 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0004 BRIDGE | |||||||
| 1760 | FOUNDATION PREPARATION 26246 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1770 | CONCRETE-CLASS A | 08100 | CUYD | 151.40 | 151.400 | 151.400 | 151.400 | 436.31 | 66,057.33 | |||
| 1780 | STEEL REINFORCEMENT | 08150 | LB | 22,648.00 | 22,648.000 | 22,648.000 | 22,648.000 | 0.96 | 21,742.08 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0005 BRIDGE | |||||||
| 1790 | FOUNDATION PREPARATION 26247 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 28,000.00 | 28,000.00 | |||
| 1800 | CONCRETE-CLASS A | 08100 | CUYD | 730.60 | 730.600 | 730.600 | 730.600 | 436.31 | 318,768.08 | |||
| 1810 | STEEL REINFORCEMENT | 08150 | LB | 102,508.00 | 102,508.000 | 102,508.000 | 102,508.000 | 0.96 | 98,407.68 | |||
| 8002 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 0.00 | 1,030.000 | 1,026.450 | 1,026.450 | 30.00 | 30,793.50 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0006 BRIDGE | |||||||
| 1820 | FLOWABLE FILL | 02220 | CUYD | 508.20 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 1830 | MASONRY COATING | 02998 | SQYD | 1,768.80 | 0.000 | 0.000 | 0.000 | 8.75 | 0.00 | |||
| 1840 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 216.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1850 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 258.30 | 0.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 1860 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,354.20 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1870 | TEST PILES | 08033 | LF | 368.70 | 0.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1880 | PILES-STEEL HP12X53 | 08046 | LF | 1,881.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1890 | PILE POINTS-12 INCH | 08094 | EACH | 70.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1900 | CONCRETE-CLASS A | 08100 | CUYD | 322.70 | 0.000 | 0.000 | 0.000 | 436.31 | 0.00 | |||
| 1910 | CONCRETE-CLASS AA | 08104 | CUYD | 1,044.90 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1920 | STEEL REINFORCEMENT | 08150 | LB | 52,288.40 | 0.000 | 0.000 | 0.000 | 0.96 | 0.00 | |||
| 1930 | STEEL REINF-EPOXY COATED | 08151 | LB | 270,969.90 | 0.000 | 0.000 | 0.000 | 0.99 | 0.00 | |||
| 1940 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 1950 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 2,366.70 | 0.000 | 0.000 | 0.000 | 263.00 | 0.00 | |||
| 1960 | RAIL SYSTEM TYPE III | 21532ED | LF | 478.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0007 BRIDGE | |||||||
| 1970 | MASONRY COATING | 02998 | SQYD | 1,428.00 | 1,428.000 | 357.620 | 1,070.380 | 1,428.000 | 8.75 | 3,129.17 | 12,495.00 | |
| 1980 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 76.00 | 76.000 | 76.000 | 76.000 | 50.00 | 3,800.00 | |||
| 1990 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,358.00 | 1,358.000 | 895.400 | 895.400 | 16.00 | 14,326.40 | |||
| 2000 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 448.00 | 448.000 | 901.340 | 901.340 | 30.00 | 27,040.20 | |||
| 2010 | CONCRETE-CLASS A | 08100 | CUYD | 530.20 | 530.200 | 16.100 | 514.100 | 530.200 | 436.31 | 7,024.59 | 231,331.56 | |
| 2020 | CONCRETE-CLASS AA | 08104 | CUYD | 290.60 | 290.600 | 290.600 | 290.600 | 500.00 | 145,300.00 | |||
| 2030 | STEEL REINFORCEMENT | 08150 | LB | 83,454.00 | 94,739.000 | 40.000 | 94,699.000 | 94,739.000 | 0.96 | 38.40 | 90,949.44 | |
| 2040 | STEEL REINF-EPOXY COATED | 08151 | LB | 75,344.00 | 77,925.000 | 77,925.000 | 77,925.000 | 0.99 | 77,145.75 | |||
| 2050 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,042.70 | 1,042.700 | 1,042.700 | 1,042.700 | 198.00 | 206,454.60 | |||
| 2060 | RAIL SYSTEM TYPE III | 21532ED | LF | 420.50 | 420.500 | 420.500 | 420.500 | 90.00 | 37,845.00 | |||
| 3060 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 903.00 | 903.000 | 2,644.050 | 2,644.050 | 45.00 | 118,982.25 | |||
| 8027 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 200.000 | 251.800 | 251.800 | 180.44 | 45,434.79 | |||
| 8031 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 120.000 | 82.700 | 82.700 | 575.00 | 47,552.50 | |||
| 8032 | LABOR | 22412NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,883.56 | 5,883.56 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0008 BRIDGE | |||||||
| 2070 | FLOWABLE FILL | 02220 | CUYD | 324.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2080 | MASONRY COATING | 02998 | SQYD | 1,613.60 | 1,613.600 | 1,740.680 | 1,740.680 | 8.75 | 15,230.95 | |||
| 2090 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 78.80 | 78.800 | 78.800 | 78.800 | 50.00 | 3,940.00 | |||
| 2100 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 56.30 | 56.300 | 60.900 | 60.900 | 16.00 | 974.40 | |||
| 2110 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 289.90 | 289.900 | 418.770 | 418.770 | 20.00 | 8,375.40 | |||
| 2120 | TEST PILES | 08033 | LF | 136.00 | 136.000 | 136.000 | 136.000 | 200.00 | 27,200.00 | |||
| 2130 | PILES-STEEL HP12X53 | 08046 | LF | 534.00 | 534.000 | 499.510 | 499.510 | 45.00 | 22,477.95 | |||
| 2140 | PILES-STEEL HP14X73 | 08050 | LF | 443.00 | 443.000 | 353.550 | 353.550 | 75.00 | 26,516.25 | |||
| 2150 | PILE POINTS-12 INCH | 08094 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 2160 | PILE POINTS-14 INCH | 08095 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 120.00 | 1,800.00 | |||
| 2170 | CONCRETE-CLASS A | 08100 | CUYD | 119.10 | 119.100 | 119.100 | 119.100 | 436.31 | 51,964.52 | |||
| 2180 | CONCRETE-CLASS AA | 08104 | CUYD | 426.20 | 426.200 | 426.200 | 426.200 | 500.00 | 213,100.00 | |||
| 2190 | STEEL REINFORCEMENT | 08150 | LB | 18,368.00 | 18,619.000 | 18,619.000 | 18,619.000 | 0.96 | 17,874.24 | |||
| 2200 | STEEL REINF-EPOXY COATED | 08151 | LB | 94,135.00 | 127,880.000 | 127,880.000 | 127,880.000 | 0.99 | 126,601.20 | |||
| 2210 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 1,065.00 | 1,065.000 | 1,065.000 | 1,065.000 | 285.00 | 303,525.00 | |||
| 2220 | RAIL SYSTEM TYPE III | 21532ED | LF | 538.20 | 538.200 | 538.200 | 538.200 | 90.00 | 48,438.00 | |||
| 3070 | ELECTRICAL CONDUIT DRAWING #25760-NORTHBOUND | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8011 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 0.00 | 324.000 | 324.000 | 324.000 | 36.75 | 11,907.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0009 SIGNING | |||||||
| 2230 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,580.60 | 4,309.200 | 60.000 | 4,792.100 | 4,852.100 | 15.20 | 912.00 | 73,751.92 | |
| 2240 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 12.50 | 12.500 | 3.120 | 3.120 | 10.50 | 32.76 | |||
| 2250 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 316.00 | 316.000 | -60.000 | 207.250 | 147.250 | 12.50 | -750.00 | 1,840.62 | |
| 2260 | STEEL POST TYPE 1 | 06410 | LF | 104.00 | 156.000 | 148.000 | 148.000 | 5.00 | 740.00 | |||
| 2270 | STEEL POST TYPE 2 | 06411 | LF | 364.00 | 364.000 | 238.000 | 238.000 | 4.00 | 952.00 | |||
| 2280 | STEEL POST MILE MARKERS | 06412 | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | |||
| 2290 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 50.00 | 50.000 | 55.000 | 55.000 | 30.00 | 1,650.00 | |||
| 2300 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 31.000 | 31.000 | 30.00 | 930.00 | |||
| 2310 | OSS ALUMINUM 120 FT TRUSS | 06463 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 69,500.00 | 69,500.00 | |||
| 2320 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 25.09 | 92.630 | 145.380 | 145.380 | 380.00 | 55,244.40 | |||
| 2330 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,320.00 | 3,228.000 | 8,754.000 | 8,754.000 | 1.40 | 12,255.60 | |||
| 2340 | ROADWAY CROSS SECTION | 20419ED | EACH | 11.00 | 32.000 | 20.000 | 12.000 | 32.000 | 150.00 | 3,000.00 | 4,800.00 | |
| 2350 | GMSS GALV STEEL TYPE C | 20815ED | LB | 6,349.60 | 15,425.520 | 14,695.050 | 14,695.050 | 3.80 | 55,841.19 | |||
| 2360 | GMSS TYPE D | 21596ND | EACH | 8.00 | 12.000 | 12.000 | 12.000 | 330.00 | 3,960.00 | |||
| 8045 | OSS ALUMINUM 105 FT TRUSS | 06457 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 60,812.50 | 60,812.50 | |||
| 8046 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,830.00 | 4,830.00 | |||
| 8047 | GMSS GALV STEEL TYPE A | 06400 | LB | 0.00 | 11,225.000 | 10,196.000 | 10,196.000 | 3.52 | 35,889.92 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0010 LIGHTING | |||||||
| 2370 | POLE 110 FT MTG HT HIGH MAST | 04713 | EACH | 17.00 | 27.000 | 27.000 | 27.000 | 29,353.00 | 792,531.00 | |||
| 2380 | POLE BASE-HIGH MAST | 04742 | EACH | 17.00 | 27.000 | 27.000 | 27.000 | 5,000.00 | 135,000.00 | |||
| 2390 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 2.00 | 1.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| 2400 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 3.000 | 3.000 | 3.000 | 9,500.00 | 28,500.00 | |||
| 2410 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 88.00 | 156.000 | 148.000 | 148.000 | 953.00 | 141,044.00 | |||
| 2420 | CONDUIT-3 1/2 INCH | 04798 | LF | 1,490.00 | 4,380.000 | 5,960.000 | 5,960.000 | 20.00 | 119,200.00 | |||
| 2430 | MARKER | 04800 | EACH | 38.00 | 61.000 | 62.000 | 62.000 | 200.00 | 12,400.00 | |||
| 2440 | TRENCHING AND BACKFILLING | 04820 | LF | 15,908.00 | 26,060.000 | 30,926.000 | 30,926.000 | 4.00 | 123,704.00 | |||
| 2450 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 4,700.00 | 5,600.000 | 7,224.000 | 7,224.000 | 2.25 | 16,254.00 | |||
| 2460 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 4,690.00 | 1,390.000 | 1,307.000 | 1,307.000 | 6.00 | 7,842.00 | |||
| 2470 | CABLE-NO. 4/3C DUCTED | 04862 | LF | 6,411.00 | 25,091.000 | 35,406.000 | 35,406.000 | 4.25 | 150,475.50 | |||
| 2480 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 5,623.00 | 8,623.000 | 8,333.000 | 8,333.000 | 6.25 | 52,081.25 | |||
| 2490 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 8.00 | 8.000 | 16.000 | 16.000 | 700.00 | 11,200.00 | |||
| 2500 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 9.00 | 4.000 | 7.000 | 7.000 | 800.00 | 5,600.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0011 WATERLINE | |||||||
| 2510 | DUCTILE IRON PIPE-4 INCH | 01091 | LF | 84.00 | 0.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| 2520 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 380.00 | 518.000 | 513.000 | 513.000 | 18.00 | 9,234.00 | |||
| 2530 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 437.00 | 437.000 | 434.000 | 434.000 | 22.00 | 9,548.00 | |||
| 2540 | PVC PIPE-3 INCH | 03382 | LF | 5,865.00 | 5,865.000 | 5,822.000 | 5,822.000 | 8.00 | 46,576.00 | |||
| 2550 | PVC PIPE-4 INCH | 03383 | LF | 122.00 | 58.000 | 23.000 | 23.000 | 10.00 | 230.00 | |||
| 2560 | PVC PIPE-6 INCH | 03385 | LF | 5,477.00 | 5,520.000 | 5,524.000 | 5,524.000 | 12.00 | 66,288.00 | |||
| 2570 | PVC PIPE-8 INCH | 03387 | LF | 3,457.00 | 3,457.000 | 3,756.000 | 3,756.000 | 15.00 | 56,340.00 | |||
| 2580 | RECONNECT SERVICE | 03437 | EACH | 18.00 | 18.000 | 17.000 | 17.000 | 400.00 | 6,800.00 | |||
| 2590 | TIE-IN 4 INCH | 03464 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 1,000.00 | 9,000.00 | |||
| 2600 | TIE-IN 6 INCH | 03466 | EACH | 4.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 2610 | BLOW OFF ASSEMBLY-3 IN | 20779ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 2620 | TAPPING SLEEVE AND VALVE-6IN X 6 IN W/6 INCH TAPPING VALVE & BOX | 20951ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 2630 | CUT- CAP- AND BLOCK 6 IN | 21048ND | EACH | 7.00 | 6.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 2640 | TAPPING SLEEVE & VALVE 8 X 8 W/8 INCH TAPPING VALVE & BOX | 21180ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 2650 | CONCRETE PAVING REPLACEMENT COUNTY | 21213ED | LF | 35.00 | 35.000 | 35.300 | 35.300 | 40.00 | 1,412.00 | |||
| 2660 | ASPHALT PAVING REPLACEMENT COUNTY | 21233ED | LF | 31.00 | 31.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2670 | ASPHALT PAVING REPLACEMENT STATE | 21233ED | LF | 20.00 | 20.000 | 37.500 | 37.500 | 50.00 | 1,875.00 | |||
| 2680 | SERVICE LINE - 1 IN | 21558EC | LF | 622.00 | 622.000 | 998.000 | 998.000 | 7.00 | 6,986.00 | |||
| 2690 | CUT AND CAP WATERLINE | 22012NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2700 | AIR RELEASE VALVE ASSEMBLY 1 INCH | 22082NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 2710 | AIR RELEASE VALVE ASSEMBLY 2 INCH | 22082NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 2720 | CRUSHED STONE FILL FOR PIPELINE TRENCH | 22087EN | TON | 174.00 | 174.000 | 73.630 | 73.630 | 22.00 | 1,619.86 | |||
| 2730 | TIE-IN-3 IN | 22440NN | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 800.00 | 4,800.00 | |||
| 2740 | GATE VALVE AND BOX-6 IN M.J. | 22840NN | EACH | 11.00 | 15.000 | 12.000 | 12.000 | 550.00 | 6,600.00 | |||
| 2750 | STEEL COVER PIPE-14 X 0.281 IN | 22843EN | LF | 215.00 | 215.000 | 225.000 | 225.000 | 60.00 | 13,500.00 | |||
| 2760 | STEEL COVER PIPE-12 X 0.25 IN | 22844EN | LF | 536.00 | 536.000 | 536.000 | 536.000 | 55.00 | 29,480.00 | |||
| 2770 | STEEL COVER PIPE-12 X 0.25 IN | 22845EN | LF | 323.00 | 323.000 | 323.000 | 323.000 | 55.00 | 17,765.00 | |||
| 2780 | STEEL COVER PIPE-2 X 0.188 IN | 22846EN | LF | 46.00 | 46.000 | 46.000 | 46.000 | 27.00 | 1,242.00 | |||
| 2790 | TAPPING SLEEVE & VALVE-3 X 3 IN W/3 INCH TAPPING VALVE & BOX | 22847NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 2800 | GATE VALVE & BOX-8 IN M.J. | 22848NN | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 850.00 | 2,550.00 | |||
| 2810 | GATE VALVE & BOX-4 IN M.J. | 22849NN | EACH | 6.00 | 2.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 2820 | GATE VALVE & BOX-3 IN M.J. | 22850NN | EACH | 11.00 | 11.000 | 10.000 | 10.000 | 400.00 | 4,000.00 | |||
| 2830 | FLUSH HYDRANT-6 IN M.J. | 22851NN | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 2,800.00 | 19,600.00 | |||
| 2840 | TAPPING SLEEVE & VALVE-6 X 3 IN W/3 INCH TAPPING VALVE & BOX | 22852NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 2850 | TAPPING SADDLE-CORP STOP & TAP | 22853NN | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 250.00 | 4,750.00 | |||
| 2860 | NEW SERVICE METER SETTING | 22854NN | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 500.00 | 9,000.00 | |||
| 2870 | CUT-CAP-AND BLOCK-3 IN | 22855NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 8004 | TEE AND BLOCK 6 IN X 6 IN X 6 IN | 20644ND | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 124.00 | 0.00 | |||
| 8005 | WYE 6 inch X 6 inch | 20131EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 8029 | TIE-IN 8 INCH | 03468 | EACH | 0.00 | 3.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 8030 | CUT- CAP- AND BLOCK 8 IN | 21047ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0012 BRIDGE | |||||||
| 2880 | FLOWABLE FILL | 02220 | CUYD | 262.80 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2890 | MASONRY COATING | 02998 | SQYD | 1,462.80 | 1,462.800 | 1,462.800 | 1,462.800 | 8.75 | 12,799.50 | |||
| 2900 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 50.00 | 3,000.00 | |||
| 2910 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 37.50 | 37.500 | 52.500 | 52.500 | 16.00 | 840.00 | |||
| 2920 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 238.00 | 238.000 | 207.560 | 207.560 | 20.00 | 4,151.20 | |||
| 2930 | TEST PILES | 08033 | LF | 126.00 | 126.000 | 126.000 | 126.000 | 200.00 | 25,200.00 | |||
| 2940 | PILES-STEEL HP12X53 | 08046 | LF | 434.00 | 434.000 | 429.250 | 429.250 | 45.00 | 19,316.25 | |||
| 2950 | PILES-STEEL HP14X73 | 08050 | LF | 247.00 | 247.000 | 236.130 | 236.130 | 75.00 | 17,709.75 | |||
| 2960 | PILE POINTS-12 INCH | 08094 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 2970 | PILE POINTS-14 INCH | 08095 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 120.00 | 1,200.00 | |||
| 2980 | CONCRETE-CLASS A | 08100 | CUYD | 88.10 | 88.100 | 88.100 | 88.100 | 436.31 | 38,438.91 | |||
| 2990 | CONCRETE-CLASS AA | 08104 | CUYD | 334.20 | 334.200 | 334.200 | 334.200 | 500.00 | 167,100.00 | |||
| 3000 | STEEL REINFORCEMENT | 08150 | LB | 11,834.00 | 11,834.000 | 11,834.000 | 11,834.000 | 0.96 | 11,360.64 | |||
| 3010 | STEEL REINF-EPOXY COATED | 08151 | LB | 79,121.00 | 79,121.000 | 79,121.000 | 79,121.000 | 0.99 | 78,329.79 | |||
| 3020 | PRECAST PC I BEAM TYPE 8 | 08638 | LF | 798.80 | 798.800 | 798.800 | 798.800 | 285.00 | 227,658.00 | |||
| 3030 | RAIL SYSTEM TYPE III | 21532ED | LF | 538.20 | 538.200 | 538.200 | 538.200 | 90.00 | 48,438.00 | |||
| 3080 | ELECTRICAL CONDUIT DRAWING #25760-SOUTHBOUND | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8012 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 0.00 | 262.800 | 262.800 | 262.800 | 36.75 | 9,657.90 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0013 TRAINEES | |||||||
| 3040 | TRAINEE PAYMENT REIMBURSEMENT CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
| 3050 | TRAINEE PAYMENT REIMBURSEMENT TRUCK DRIVER | 02742 | HOUR | 1,000.00 | 1,000.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
| Project | DE1000NEW0767 | Fed/State Project Number | HPP-STP 0133 (005) | Category | 0014 SIGNALIZATION ADDED BY CHANGE ORDER | |||||||
| 8013 | CONDUIT-1 1/4 INCH | 04793 | LF | 0.00 | 766.000 | 963.000 | 963.000 | 6.42 | 6,182.46 | |||
| 8014 | CONDUIT-2 INCH | 04795 | LF | 0.00 | 729.000 | 185.000 | 185.000 | 12.84 | 2,375.40 | |||
| 8015 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 9.000 | 11.000 | 11.000 | 807.85 | 8,886.35 | |||
| 8016 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 1,457.000 | 1,225.000 | 1,225.000 | 4.00 | 4,900.00 | |||
| 8017 | LOOP WIRE | 04830 | LF | 0.00 | 3,861.000 | 4,208.000 | 4,208.000 | 1.07 | 4,502.56 | |||
| 8018 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 475.000 | 520.000 | 520.000 | 2.14 | 1,112.80 | |||
| 8019 | CABLE-NO. 14/7C | 04845 | LF | 0.00 | 452.000 | 470.000 | 470.000 | 2.14 | 1,005.80 | |||
| 8020 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 9,804.000 | 9,395.000 | 9,395.000 | 1.55 | 14,562.25 | |||
| 8021 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 762.000 | 800.000 | 800.000 | 4.12 | 3,296.00 | |||
| 8022 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 1,430.000 | 1,436.000 | 1,436.000 | 12.84 | 18,438.24 | |||
| 8023 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 374.50 | 2,247.00 | |||
| 8024 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 642.00 | 1,284.00 | |||
| 8025 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,210.00 | 3,210.00 | |||
| 8026 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 4,280.00 | 17,120.00 | |||
| SUBTOT | $131,502.72 |
$35,320,563.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0790-1-0I |
FENCE, WOVEN | LF |
35,476.00 | 0002 | $1.92000 | $64,783.00 | ||||||
1890-1-0I |
PILE POINTS | EACH |
97.00 | 0006 | $71.559000 | $6,941.22 | ||||||
2130-1-0I |
PILES | LF |
3,185.00 | 0006 | $25.387000 | $76,814.71 | ||||||
2140-1-0I |
PILES | LF |
975.00 | 0006 | $35.616000 | $32,989.32 | ||||||
2160-1-0I |
PILE POINTS | EACH |
30.00 | 0006 | $92.220000 | $2,628.27 | ||||||
2130-1-1I |
PILES | LF |
315.00 | 0007 | $26.341000 | $7,882.54 | ||||||
1920-1-0I |
STEEL REINPL 615GR40 | LB |
52,288.00 | 0008 | $0.402800 | $20,008.00 | ||||||
2030-1-0I |
STEEL REINPL 615GR40 | LB |
68,972.00 | 0008 | $0.402800 | $26,392.00 | ||||||
0250-1-0I |
PIPE, CMP 1.63 MM | FT |
491.00 | 0009 | $9.940000 | $4,878.00 | ||||||
0260-1-0I |
PIPE, CMP 1.63 MM | FT |
60.00 | 0009 | $10.280000 | $616.60 | ||||||
0270-1-0I |
PIPE, CMP 1.63 MM | FT |
327.00 | 0009 | $15.760000 | $5,152.00 | ||||||
0280-1-0I |
PIPE, CMP 1.63 MM | FT |
40.00 | 0009 | $20.060000 | $802.40 | ||||||
0290-1-0I |
PIPE, CMP 2.01 MM | FT |
377.00 | 0009 | $27.050000 | $6,762.00 | ||||||
0330-1-0I |
PIPE, CMP 3.51 MM | FT |
236.00 | 0009 | $89.060000 | $21,018.00 | ||||||
0270-2-0I |
PIPE, CMP 1.63 MM | FT |
160.00 | 0010 | $16.820000 | $2,691.00 | ||||||
0290-2-0I |
PIPE, CMP 2.01 MM | FT |
102.00 | 0010 | $27.720000 | $2,827.00 | ||||||
0330-2-0I |
PIPE, CMP 3.51 MM | FT |
220.00 | 0010 | $89.610000 | $19,714.00 | ||||||
0300-1-0I |
PIPE, CMP 2.01 MM | FT |
160.00 | 0013 | $32.350000 | $5,176.00 | ||||||
0320-1-0I |
PIPE, CMP 2.01 MM | FT |
80.00 | 0013 | $41.190000 | $3,295.20 | ||||||
0330-5-0I |
PIPE, CMP 3.51 MM | FT |
40.00 | 0013 | $89.820000 | $3,258.65 | ||||||
0330-4-0I |
PIPE, CMP 3.51 MM | FT |
18.00 | 0013 | $89.820000 | $1,466.39 | ||||||
0330-3-0I |
PIPE, CMP 3.51 MM | FT |
20.00 | 0013 | $89.820000 | $1,629.33 | ||||||
2010-1-0I |
CLASS A CONC | CUYD |
3,920.00 | 0015 | $2.534000 | $9,933.28 | ||||||
2060-1-0I |
CLASS AA | LF |
672.00 | 0015 | $3.913000 | $2,629.53 | ||||||
2170-1-0I |
CLASS A CONC | CUYD |
1,400.00 | 0015 | $1.594000 | $2,231.48 | ||||||
2220-1-0I |
CLASS AA | LF |
784.00 | 0015 | $4.293000 | $3,365.71 | ||||||
2980-1-0I |
CLASS A CONC | CUYD |
560.00 | 0015 | $2.948000 | $1,650.66 | ||||||
3030-1-0I |
CLASS AA | LF |
784.00 | 0015 | $4.293000 | $3,365.71 | ||||||
0330-2-1I |
PIPE, CMP 3.51 MM | FT |
284.00 | 0018 | $89.610000 | $24,813.83 | ||||||
2050-1-0I |
I BEAM, TYPE 4 | LF |
1,042.70 | 0019 | $139.550100 | $145,508.85 | ||||||
2040-1-0I |
STEEL REINCO 615GR60 | LB |
5,190.00 | 0022 | $0.451640 | $2,344.01 | ||||||
2190-1-0I |
STEEL REINPL 615GR60 | LB |
9,033.00 | 0023 | $0.422940 | $3,820.41 | ||||||
2030-1-1I |
STEEL REINPL 615GR40 | LB |
17,600.00 | 0026 | $0.422300 | $7,432.48 | ||||||
0250-1-2I |
PIPE, CMP 1.63 MM | FT |
180.00 | 0027 | $18.852000 | $3,223.69 | ||||||
0250-1-1I |
PIPE, CMP 1.63 MM | FT |
580.00 | 0027 | $16.970000 | $9,350.47 | ||||||
0260-1-2I |
PIPE, CMP 1.63 MM | FT |
75.00 | 0027 | $21.931000 | $1,562.58 | ||||||
0260-1-1I |
PIPE, CMP 1.63 MM | FT |
376.00 | 0027 | $20.421000 | $7,294.38 | ||||||
0270-1-1I |
PIPE, CMP 1.63 MM | FT |
282.00 | 0027 | $28.453000 | $7,622.56 | ||||||
0280-1-1I |
PIPE, CMP 1.63 MM | FT |
36.00 | 0027 | $33.500000 | $1,145.70 | ||||||
2180-1-0I |
STAY IN PL FORMS | SQFT |
6,088.00 | 0028 | $2.685000 | $15,526.73 | ||||||
2210-1-0I |
I BEAM, TYPE 8 | FT |
1,065.00 | 0028 | $207.813000 | $210,254.80 | ||||||
2990-1-0I |
STAY IN PL FORMS | SQFT |
4,060.00 | 0028 | $2.683730 | $10,351.15 | ||||||
3020-1-0I |
I BEAM, TYPE 8 | FT |
798.80 | 0028 | $207.813000 | $157,700.97 | ||||||
2370-1-0I |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0030 | $21061.380000 | $273,797.94 | ||||||
2410-1-0I |
TRAFFIC INCIDENTAL | EACH |
56.00 | 0030 | $77.790000 | $4,356.00 | ||||||
2020-1-0I |
STAY IN PL FORMS | SQFT |
6,938.00 | 0031 | $1.636140 | $10,783.96 | ||||||
2030-2-0I |
STEEL REINUN 615GR60 | LF |
10,497.00 | 0031 | $0.445200 | $4,439.60 | ||||||
2230-1-0I |
PERMANENT SIGN | SQFT |
1,580.50 | 0032 | $11.430000 | $17,161.86 | ||||||
2250-1-0I |
PERMANENT SIGN | SQFT |
135.00 | 0032 | $7.020000 | $900.32 | ||||||
2030-2-1I |
STEEL REINUN 615GR60 | LB |
9,780.00 | 0033 | $0.445200 | $4,136.36 | ||||||
1980-1-0I |
STRUCTURAL PLATE | LF |
76.00 | 0035 | $25.970000 | $1,875.73 | ||||||
2020-2-0I |
EXP JT MAT, CORK | LS |
1.00 | 0035 | $2835.500000 | $2,693.73 | ||||||
2020-1-1I |
STAY IN PL FORMS | EACH |
1.00 | 0035 | $4086.300000 | $3,881.99 | ||||||
2090-1-0I |
STRUCTURAL PLATE | LF |
78.80 | 0035 | $25.970000 | $1,944.11 | ||||||
2180-2-0I |
EXP JT MAT, CORK | CUYD |
426.20 | 0035 | $1.958580 | $793.01 | ||||||
2180-1-1I |
STAY IN PL FORMS | EACH |
1.00 | 0035 | $2720.490000 | $2,584.47 | ||||||
2900-1-0I |
STRUCTURAL PLATE | LF |
60.00 | 0035 | $25.970000 | $1,480.29 | ||||||
2990-3-0I |
EXP JT MAT, CORK | LS |
1.00 | 0035 | $834.750000 | $793.01 | ||||||
2990-2-0I |
STAY IN PL FORMS | EACH |
1.00 | 0035 | $2720.490000 | $2,584.47 | ||||||
3070-1-0I |
CONDUIT | LS |
1.00 | 0035 | $3683.500000 | $3,499.33 | ||||||
3080-1-0I |
CONDUIT | LS |
1.00 | 0035 | $3683.500000 | $3,499.33 | ||||||
2040-2-0I |
STEEL REINCO 615GR60 | LB |
70,154.00 | 0039 | $0.475400 | $33,351.21 | ||||||
2060-2-0I |
STEEL REINCO 615GR60 | LB |
11,545.00 | 0039 | $0.475400 | $5,488.49 | ||||||
2200-1-0I |
STEEL REINCO 615GR60 | LB |
93,120.00 | 0041 | $0.475410 | $44,270.18 | ||||||
3010-1-0I |
STEEL REINCO 615GR60 | LB |
79,121.00 | 0041 | $0.475400 | $37,614.12 | ||||||
3030-2-0I |
STEEL REINCO 615GR60 | LB |
39,449.00 | 0041 | $0.475400 | $18,754.05 | ||||||
2370-1-1I |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0054 | $23439.990000 | $304,719.00 | ||||||
2410-1-1I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0054 | $953.000000 | $4,044.00 | ||||||
2310-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0058 | $69500.000000 | $52,125.00 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
2,295.00 | 0007 | $1.920000 | $-4,190.92 | ||||||
0270-1-0A |
PIPE, CMP 1.63 MM | FT |
233.00 | 0009 | $15.760000 | $-3,671.00 | ||||||
0280-1-0A |
PIPE, CMP 1.63 MM | FT |
40.00 | 0009 | $20.060000 | $-802.40 | ||||||
0290-1-0A |
PIPE, CMP 2.01 MM | FT |
250.00 | 0009 | $27.050000 | $-4,484.08 | ||||||
0260-1-0A |
PIPE, CMP 1.63 MM | FT |
60.00 | 0010 | $10.280000 | $-616.60 | ||||||
0270-2-0A |
PIPE, CMP 1.63 MM | FT |
120.00 | 0010 | $16.820000 | $-2,018.25 | ||||||
0270-1-0A |
PIPE, CMP 1.63 MM | FT |
94.00 | 0010 | $15.760000 | $-1,481.00 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
4,502.00 | 0010 | $1.920000 | $-8,221.14 | ||||||
0290-2-0A |
PIPE, CMP 2.01 MM | FT |
87.00 | 0011 | $27.720000 | $-2,411.26 | ||||||
0290-1-0A |
PIPE, CMP 2.01 MM | FT |
87.00 | 0011 | $27.050000 | $-1,560.46 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
4,039.00 | 0011 | $1.920000 | $-7,375.65 | ||||||
0270-2-0A |
PIPE, CMP 1.63 MM | FT |
40.00 | 0013 | $16.820000 | $-672.75 | ||||||
0290-2-0A |
PIPE, CMP 2.01 MM | FT |
15.00 | 0013 | $27.720000 | $-415.74 | ||||||
0290-1-0A |
PIPE, CMP 2.01 MM | FT |
40.00 | 0013 | $27.050000 | $-717.45 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
1,635.00 | 0013 | $1.920000 | $-2,985.69 | ||||||
0330-5-0A |
PIPE, CMP 3.51 MM | FT |
40.00 | 0017 | $89.820000 | $-3,258.65 | ||||||
0330-4-0A |
PIPE, CMP 3.51 MM | FT |
18.00 | 0017 | $89.820000 | $-1,466.39 | ||||||
0330-3-0A |
PIPE, CMP 3.51 MM | FT |
20.00 | 0017 | $89.820000 | $-1,629.33 | ||||||
0330-2-0A |
PIPE, CMP 3.51 MM | FT |
220.00 | 0017 | $89.610000 | $-19,714.00 | ||||||
0330-1-0A |
PIPE, CMP 3.51 MM | FT |
236.00 | 0017 | $89.060000 | $-21,018.00 | ||||||
0320-1-0A |
PIPE, CMP 2.01 MM | FT |
80.00 | 0018 | $41.190000 | $-3,295.20 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
129.00 | 0019 | $9.940000 | $-1,281.59 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
1,179.00 | 0020 | $1.920000 | $-2,152.98 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
161.00 | 0021 | $9.940000 | $-1,599.51 | ||||||
0300-1-0A |
PIPE, CMP 2.01 MM | FT |
160.00 | 0021 | $32.350000 | $-5,176.00 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
108.00 | 0022 | $9.940000 | $-1,072.96 | ||||||
0330-2-1A |
PIPE, CMP 3.51 MM | FT |
80.00 | 0023 | $89.610000 | $-6,989.81 | ||||||
0330-2-1A |
PIPE, CMP 3.51 MM | FT |
60.00 | 0024 | $89.610000 | $-5,242.36 | ||||||
2130-1-0A |
PILES | LF |
499.51 | 0024 | $25.387000 | $-12,047.01 | ||||||
2140-1-0A |
PILES | LF |
353.55 | 0024 | $35.616000 | $-11,962.43 | ||||||
2160-1-0A |
PILE POINTS | EACH |
15.00 | 0024 | $92.220000 | $-1,314.14 | ||||||
2170-1-0A |
CLASS A CONC | CUYD |
211.22 | 0024 | $1.594000 | $-336.67 | ||||||
2190-1-0A |
STEEL REINPL 615GR60 | LB |
3,196.00 | 0024 | $0.422940 | $-1,351.71 | ||||||
2980-1-0A |
CLASS A CONC | CUYD |
76.16 | 0024 | $2.948000 | $-224.49 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
60.00 | 0026 | $9.940000 | $-596.09 | ||||||
2980-1-0A |
CLASS A CONC | CUYD |
236.80 | 0026 | $2.948000 | $-697.99 | ||||||
2170-1-0A |
CLASS A CONC | CUYD |
561.68 | 0027 | $1.594000 | $-895.27 | ||||||
2190-1-0A |
STEEL REINPL 615GR60 | LB |
5,837.00 | 0027 | $0.422940 | $-2,468.70 | ||||||
2170-1-0A |
CLASS A CONC | CUYD |
140.42 | 0029 | $1.594000 | $-223.82 | ||||||
2980-1-0A |
CLASS A CONC | CUYD |
125.44 | 0029 | $2.948000 | $-369.75 | ||||||
2170-1-0A |
CLASS A CONC | CUYD |
211.22 | 0030 | $1.594000 | $-336.67 | ||||||
2010-1-0A |
CLASS A CONC | CUYD |
1,138.12 | 0032 | $2.534000 | $-2,884.00 | ||||||
2030-2-0A |
STEEL REINUN 615GR60 | LF |
10,497.00 | 0032 | $0.445200 | $-4,439.60 | ||||||
2030-1-0A |
STEEL REINPL 615GR40 | LB |
28,597.00 | 0032 | $0.402800 | $-10,942.59 | ||||||
2170-1-0A |
CLASS A CONC | CUYD |
275.46 | 0032 | $1.594000 | $-439.06 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
1,828.00 | 0033 | $1.920000 | $-3,338.13 | ||||||
2010-1-0A |
CLASS A CONC | CUYD |
263.44 | 0033 | $2.534000 | $-667.56 | ||||||
2030-2-1A |
STEEL REINUN 615GR60 | LB |
6,136.00 | 0033 | $0.445200 | $-2,595.16 | ||||||
2030-1-0A |
STEEL REINPL 615GR40 | LB |
6,136.00 | 0033 | $0.402800 | $-2,347.93 | ||||||
2980-1-0A |
CLASS A CONC | CUYD |
121.60 | 0033 | $2.948000 | $-358.43 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
962.00 | 0034 | $1.920000 | $-1,756.72 | ||||||
2010-1-0A |
CLASS A CONC | CUYD |
1,035.26 | 0035 | $2.534000 | $-2,623.35 | ||||||
2030-2-1A |
STEEL REINUN 615GR60 | LB |
3,644.00 | 0035 | $0.445200 | $-1,541.20 | ||||||
2030-1-0A |
STEEL REINPL 615GR40 | LB |
9,734.00 | 0035 | $0.402800 | $-3,724.70 | ||||||
2010-1-0A |
CLASS A CONC | CUYD |
838.42 | 0036 | $2.534000 | $-2,124.56 | ||||||
2030-1-1A |
STEEL REINPL 615GR40 | LB |
11,084.00 | 0036 | $0.422300 | $-4,680.77 | ||||||
2030-1-0A |
STEEL REINPL 615GR40 | LB |
24,505.00 | 0036 | $0.402800 | $-9,376.79 | ||||||
2010-1-0A |
CLASS A CONC | CUYD |
529.10 | 0037 | $2.534000 | $-1,340.74 | ||||||
2030-1-1A |
STEEL REINPL 615GR40 | LB |
6,516.00 | 0037 | $0.422300 | $-2,751.71 | ||||||
2050-1-0A |
I BEAM, TYPE 4 | LF |
1,042.70 | 0037 | $139.550100 | $-145,508.85 | ||||||
2210-1-0A |
I BEAM, TYPE 8 | FT |
1,065.00 | 0039 | $207.813000 | $-210,254.80 | ||||||
2370-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0039 | $21061.380000 | $-231,675.18 | ||||||
3020-1-0A |
I BEAM, TYPE 8 | FT |
798.80 | 0039 | $207.813000 | $-157,700.97 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
63.00 | 0040 | $20.421000 | $-1,222.20 | ||||||
0270-1-1A |
PIPE, CMP 1.63 MM | FT |
50.50 | 0040 | $28.453000 | $-1,365.03 | ||||||
0280-1-1A |
PIPE, CMP 1.63 MM | FT |
36.00 | 0040 | $33.500000 | $-1,145.70 | ||||||
1980-1-0A |
STRUCTURAL PLATE | LF |
76.00 | 0040 | $25.970000 | $-1,875.73 | ||||||
2410-1-0A |
TRAFFIC INCIDENTAL | EACH |
30.00 | 0040 | $77.790000 | $-2,333.57 | ||||||
2020-2-0A |
EXP JT MAT, CORK | LS |
0.98 | 0041 | $2835.500000 | $-2,661.51 | ||||||
2020-1-0A |
STAY IN PL FORMS | SQFT |
6,937.99 | 0041 | $1.636140 | $-10,783.96 | ||||||
2040-2-0A |
STEEL REINCO 615GR60 | LB |
70,154.00 | 0041 | $0.475400 | $-33,351.21 | ||||||
2040-1-0A |
STEEL REINCO 615GR60 | LB |
5,190.00 | 0041 | $0.451640 | $-2,344.01 | ||||||
2060-2-0A |
STEEL REINCO 615GR60 | LB |
6,342.19 | 0041 | $0.475400 | $-3,015.08 | ||||||
2060-1-0A |
CLASS AA | LF |
369.60 | 0041 | $3.913000 | $-1,446.24 | ||||||
2060-2-0A |
STEEL REINCO 615GR60 | LB |
5,202.80 | 0042 | $0.475400 | $-2,473.41 | ||||||
2060-1-0A |
CLASS AA | LF |
302.40 | 0042 | $3.913000 | $-1,183.29 | ||||||
2180-2-0A |
EXP JT MAT, CORK | CUYD |
0.94 | 0042 | $1.958580 | $-1.76 | ||||||
2180-1-0A |
STAY IN PL FORMS | SQFT |
5,862.30 | 0042 | $2.685000 | $-14,951.12 | ||||||
2200-1-0A |
STEEL REINCO 615GR60 | LB |
90,903.00 | 0042 | $0.475410 | $-43,216.20 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
26.00 | 0043 | $9.940000 | $-258.31 | ||||||
2200-1-0A |
STEEL REINCO 615GR60 | LB |
2,217.00 | 0044 | $0.475410 | $-1,053.98 | ||||||
2220-1-0A |
CLASS AA | LF |
403.50 | 0044 | $4.293000 | $-1,732.22 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
159.00 | 0045 | $16.970000 | $-2,563.32 | ||||||
0250-1-0A |
PIPE, CMP 1.63 MM | FT |
7.00 | 0045 | $9.940000 | $-69.54 | ||||||
2220-1-0A |
CLASS AA | LF |
380.50 | 0045 | $4.293000 | $-1,633.49 | ||||||
2900-1-0A |
STRUCTURAL PLATE | LF |
60.00 | 0045 | $25.970000 | $-1,480.29 | ||||||
2990-3-0A |
EXP JT MAT, CORK | LS |
0.98 | 0045 | $834.750000 | $-781.75 | ||||||
2990-2-0A |
STAY IN PL FORMS | EACH |
0.98 | 0045 | $2720.490000 | $-2,539.55 | ||||||
2990-1-0A |
STAY IN PL FORMS | SQFT |
3,863.19 | 0045 | $2.683730 | $-9,849.39 | ||||||
3010-1-0A |
STEEL REINCO 615GR60 | LB |
70,000.00 | 0045 | $0.475400 | $-33,278.00 | ||||||
3070-1-0A |
CONDUIT | LS |
0.25 | 0045 | $3683.500000 | $-874.83 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
108.00 | 0046 | $16.970000 | $-1,741.12 | ||||||
0270-1-1A |
PIPE, CMP 1.63 MM | FT |
65.00 | 0046 | $28.453000 | $-1,756.97 | ||||||
2090-1-0A |
STRUCTURAL PLATE | LF |
78.00 | 0046 | $25.970000 | $-1,924.37 | ||||||
2180-2-0A |
EXP JT MAT, CORK | CUYD |
0.03 | 0046 | $1.958580 | $-0.07 | ||||||
2180-1-0A |
STAY IN PL FORMS | SQFT |
225.69 | 0046 | $2.685000 | $-575.60 | ||||||
2370-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0046 | $21061.380000 | $-42,122.76 | ||||||
2410-1-0A |
TRAFFIC INCIDENTAL | EACH |
26.00 | 0046 | $77.790000 | $-2,022.43 | ||||||
2990-3-0A |
EXP JT MAT, CORK | LS |
0.01 | 0046 | $834.750000 | $-11.10 | ||||||
2990-2-0A |
STAY IN PL FORMS | EACH |
0.01 | 0046 | $2720.490000 | $-43.94 | ||||||
2990-1-0A |
STAY IN PL FORMS | SQFT |
196.80 | 0046 | $2.683730 | $-501.76 | ||||||
3010-1-0A |
STEEL REINCO 615GR60 | LB |
9,121.00 | 0046 | $0.475400 | $-4,336.12 | ||||||
3030-2-0A |
STEEL REINCO 615GR60 | LB |
39,449.00 | 0046 | $0.475400 | $-18,754.05 | ||||||
3030-1-0A |
CLASS AA | LF |
784.00 | 0046 | $4.293000 | $-3,365.71 | ||||||
3070-1-0A |
CONDUIT | LS |
0.30 | 0046 | $3683.500000 | $-1,049.80 | ||||||
3080-1-0A |
CONDUIT | LS |
0.80 | 0046 | $3683.500000 | $-2,799.46 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
8.00 | 0047 | $16.970000 | $-128.97 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
87.00 | 0047 | $20.421000 | $-1,687.80 | ||||||
3070-1-0A |
CONDUIT | LS |
0.35 | 0047 | $3683.500000 | $-1,224.77 | ||||||
3080-1-0A |
CONDUIT | LS |
0.10 | 0047 | $3683.500000 | $-349.93 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
138.00 | 0048 | $16.970000 | $-2,224.77 | ||||||
0270-1-1A |
PIPE, CMP 1.63 MM | FT |
166.50 | 0048 | $28.453000 | $-4,500.55 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
105.00 | 0049 | $20.421000 | $-2,036.99 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
140.00 | 0052 | $16.970000 | $-2,257.01 | ||||||
0250-1-2A |
PIPE, CMP 1.63 MM | FT |
164.00 | 0053 | $18.852000 | $-2,937.14 | ||||||
0250-1-1A |
PIPE, CMP 1.63 MM | FT |
27.00 | 0053 | $16.970000 | $-435.28 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
56.00 | 0054 | $20.421000 | $-1,086.40 | ||||||
0250-1-2A |
PIPE, CMP 1.63 MM | FT |
16.00 | 0056 | $18.852000 | $-286.55 | ||||||
2370-1-1A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0058 | $23439.990000 | $-187,519.38 | ||||||
2410-1-1A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0058 | $953.000000 | $-4,044.00 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
61.00 | 0061 | $20.421000 | $-1,183.40 | ||||||
0260-1-2A |
PIPE, CMP 1.63 MM | FT |
75.00 | 0062 | $21.931000 | $-1,562.58 | ||||||
0260-1-1A |
PIPE, CMP 1.63 MM | FT |
4.00 | 0062 | $20.421000 | $-77.60 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
4,000.00 | 0064 | $1.920000 | $-7,304.43 | ||||||
2370-1-1A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0066 | $23439.990000 | $-117,199.62 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
5,688.00 | 0067 | $1.920000 | $-10,386.90 | ||||||
0790-1-0A |
FENCE, WOVEN | LF |
1,702.00 | 0068 | $1.920000 | $-3,108.04 | ||||||
2230-1-0A |
PERMANENT SIGN | SQFT |
388.30 | 0071 | $11.430000 | $-4,216.36 | ||||||
2310-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0071 | $69500.000000 | $-52,125.00 | ||||||
2230-1-0A |
PERMANENT SIGN | SQFT |
1,118.30 | 0072 | $11.430000 | $-12,143.06 | ||||||
2250-1-0A |
PERMANENT SIGN | SQFT |
135.00 | 0072 | $7.020000 | $-900.32 | ||||||
2230-1-0A |
PERMANENT SIGN | SQFT |
73.90 | 0077 | $11.430000 | $-802.44 | ||||||
2090-1-0A |
STRUCTURAL PLATE | LF |
0.80 | 0078 | $25.970000 | $-19.74 | ||||||
3070-1-0A |
CONDUIT | LS |
0.10 | 0078 | $3683.500000 | $-349.93 | ||||||
3080-1-0A |
CONDUIT | LS |
0.10 | 0078 | $3683.500000 | $-349.93 | ||||||
1890-10C |
PILE POINTS | EACH |
0.00 | 0048 | $71.558969 | $-6,941.22 | ||||||
1920-10C |
STEEL REINPL 615GR40 | LB |
0.00 | 0048 | $0.382650 | $-20,008.00 | ||||||
2010-10C |
CLASS A CONC | CUYD |
0.00 | 0048 | $2.534000 | $-293.07 | ||||||
2020-11C |
STAY IN PL FORMS | EACH |
0.00 | 0048 | $3881.990000 | $-3,881.99 | ||||||
2020-20C |
EXP JT MAT, CORK | LS |
0.00 | 0048 | $2693.730000 | $-32.22 | ||||||
2130-10C |
PILES | LF |
0.00 | 0048 | $24.117648 | $-64,767.70 | ||||||
2130-11C |
PILES | LF |
0.00 | 0048 | $25.023937 | $-7,882.54 | ||||||
2140-10C |
PILES | LF |
0.00 | 0048 | $33.835200 | $-21,026.89 | ||||||
2160-10C |
PILE POINTS | EACH |
0.00 | 0048 | $87.609000 | $-1,314.13 | ||||||
2180-11C |
STAY IN PL FORMS | EACH |
0.00 | 0048 | $2584.470000 | $-2,584.47 | ||||||
2180-20C |
EXP JT MAT, CORK | CUYD |
0.00 | 0048 | $1.860652 | $-791.18 | ||||||
0330-21C |
PIPE, CMP 3.51 MM | FT |
0.00 | 0078 | $87.372641 | $-12,581.66 | ||||||
0790-10C |
FENCE, WOVEN | LF |
0.00 | 0078 | $1.826108 | $-13,962.40 | ||||||
| SUBTOT | $1.15 |
|||||||||||