|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:11/06/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071161 | Estimate Number | 0081 | Estimate Type FINAL | |||
| District Office | COVINGTON (06340) Stork, Michael S. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code KY0033290 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 07/17/2015 TO 08/23/2018 | ||||||
| Date Approved | 11/01/2018 | ||||||
| Primary Proj Number | DE00802370761 | ||||||
| Project No. | STPR 8200 (008) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | NORTH BEND ROAD (KY 237) | ||||||
| Description | RECONSTRUCT AND WIDEN KY 237 FROM I-275 NORTH 3 MILES TOWARD KY 8 | ||||||
| Date Let | 09/28/2007 | Formal Acceptance | 09/29/2011 | ||||
| Date Awarded | 10/10/2007 | Date Work Began | 11/30/2007 | ||||
| Date Contract Executed | 11/05/2007 | Open To Traffic | 10/02/2010 | ||||
| Date NTP Issued | 11/05/2007 | Actual Completion Date | 10/02/2010 | ||||
| Current Contract Amount | $23,773,667.48 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $23,021,750.82 |
Total Earnings | $23,726,951.20 |
$23,720,151.20 |
$6,800.00 |
|
| Percent Complete | 99.78 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $51,716.28 |
Gross Earnings | $23,726,951.20 |
$23,720,151.20 |
$6,800.00 |
|
| Total Change Orders | $751,916.66 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $23,721,951.20 |
$23,715,151.20 |
$6,800.00 |
|||
| Contract Id | 071161 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0081 | Project Number | STPR 8200 (008) | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 07/17/2015 TO 08/23/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pavement Revision, Undercut, Signs, Striping | Approved | 10/06/2008 | $-321,343.29 | 0.0 | |||||
| 002 | Asphalt Binder, Undercut | Approved | 10/30/2008 | $-68,688.77 | 0.0 | |||||
| 003 | Water Main Break | Approved | 02/01/2010 | $18,579.03 | 1.0 | |||||
| 004 | Project Wage Rate Adjustment | Approved | 02/27/2009 | $29,291.05 | 0.0 | |||||
| 005 | Project Wage Rate Adjustment Phase II | Approved | 10/29/2009 | $7,980.85 | 0.0 | |||||
| 006 | Project Wage Rate Adjustment Phase III | Approved | 10/29/2009 | $29,371.17 | 0.0 | |||||
| 007 | Install/Adjust Traffic Cameras & Remove No Truck Sign | Approved | 01/20/2010 | $12,337.26 | 1.0 | |||||
| 008 | Liquidated Damages Override | Approved | 05/21/2009 | $0.00 | 0.0 | |||||
| 009 | Temp B/W & G/R, VMB's, Conc Encase, M/C Traffic, & Time Adj | Approved | 08/27/2010 | $200,503.93 | 42.0 | |||||
| 010 | Project Wage Rate Adjustment Phase IV | Approved | 03/04/2010 | $34,067.89 | 0.0 | |||||
| 011 | Electrical Items, 9" JPC & Armored Edges | Approved | 08/30/2010 | $116,664.94 | 4.0 | |||||
| 012 | Project Wage Rate Adjustment-Phase V | Approved | 07/26/2010 | $37,711.70 | 0.0 | |||||
| 013 | Project Wage Rate Adjustment (01/01/10-04/30/10) | Approved | 11/08/2010 | $3,587.22 | 0.0 | |||||
| 014 | Deercreek, Lighting 237@I-275Item Adjustment,4"Island Curb | Approved | 12/20/2011 | $647,781.91 | 6.0 | |||||
| 015 | Project Wage Rate Adjustment (May 1, 2010-August 31, 2010) | Approved | 03/24/2011 | $3,874.13 | 0.0 | |||||
| 016 | Project Wage Rate Adjustment (January 1, 2011-April 30, 2011 | Approved | 03/01/2012 | $197.64 | 0.0 | |||||
| 017 | Non Spec Material Override | Approved | 07/16/2014 | $0.00 | 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 |
||
| DE00802370761 | 0710 | ROADWAY EXCAVATION | OTHER | 0014 | 0.00 |
$0.00 |
$-5,000.00 |
||
| Contract Id | 071161 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE00802370761 | |||||||
| Estimate Nbr | 0081 | Period | 07/17/2015 TO 08/23/2018 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | 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 | 18,738.00 | 19,924.120 | 29,211.550 | 29,211.550 | 19.65 | 574,006.95 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 29,844.00 | 0.000 | 2,897.000 | 2,897.000 | 19.65 | 56,926.05 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 PERORATED PIPE HEADWALLS | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 ROADWAY | 00078 | TON | 123,813.00 | 0.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 PIPE SUMMARY | 00078 | TON | 4,865.00 | 4,865.000 | 5,880.810 | 5,880.810 | 18.00 | 105,854.58 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 32.50 | 32.500 | 152.710 | 152.710 | 123.00 | 18,783.33 | |||
| 0070 | LEVELING & WEDGING PG76-22 | 00194 | TON | 6,188.00 | 263.820 | 263.820 | 263.820 | 52.00 | 13,718.64 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 52,889.00 | 65,728.310 | 62,304.220 | 62,304.220 | 42.00 | 2,616,777.24 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,799.00 | 9,937.750 | 21,783.960 | 21,783.960 | 43.00 | 936,710.28 | |||
| 0100 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 4,730.00 | -886.870 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 0120 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.10 | 4.100 | 14.640 | 14.640 | 500.00 | 7,320.00 | |||
| 0130 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 7,182.00 | 7,182.000 | 7,339.810 | 7,339.810 | 53.00 | 389,009.93 | |||
| 0140 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 4,537.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0150 | ENTRANCE PIPE-15 INCH | 00440 | LF | 577.00 | 577.000 | 1,067.800 | 1,067.800 | 34.50 | 36,839.10 | |||
| 0160 | CULVERT PIPE-18 INCH | 00462 | LF | 140.00 | 140.000 | 130.000 | 130.000 | 61.50 | 7,995.00 | |||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 84.00 | 84.000 | 142.000 | 142.000 | 65.25 | 9,265.50 | |||
| 0180 | STORM SEWER PIPE-15 INCH | 00521 | LF | 3,504.00 | 3,504.000 | 3,516.260 | 3,516.260 | 86.00 | 302,398.36 | |||
| 0190 | STORM SEWER PIPE-18 INCH | 00522 | LF | 7,884.00 | 7,884.000 | 8,121.160 | 8,121.160 | 67.25 | 546,148.01 | |||
| 0200 | STORM SEWER PIPE-24 INCH | 00524 | LF | 3,064.00 | 3,064.000 | 3,164.310 | 3,164.310 | 86.50 | 273,712.81 | |||
| 0210 | STORM SEWER PIPE-27 INCH | 00525 | LF | 1,032.00 | 1,032.000 | 916.000 | 916.000 | 74.75 | 68,471.00 | |||
| 0220 | STORM SEWER PIPE-30 INCH | 00526 | LF | 572.00 | 572.000 | 576.000 | 576.000 | 100.50 | 57,888.00 | |||
| 0230 | STORM SEWER PIPE-36 INCH | 00528 | LF | 464.00 | 464.000 | 464.000 | 464.000 | 142.25 | 66,004.00 | |||
| 0240 | STORM SEWER PIPE-48 INCH | 00530 | LF | 132.00 | 132.000 | 129.000 | 129.000 | 303.75 | 39,183.75 | |||
| 0250 | PERFORATED PIPE-4 INCH | 01000 | LF | 38,267.00 | 38,267.000 | 37,139.770 | 37,139.770 | 5.50 | 204,268.73 | |||
| 0260 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 1,427.00 | 1,427.000 | 377.000 | 377.000 | 6.00 | 2,262.00 | |||
| 0270 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 24.00 | 24.000 | 260.500 | 260.500 | 15.00 | 3,907.50 | |||
| 0280 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0290 | REMOVE PIPE | 01310 | LF | 681.50 | 681.500 | 223.050 | 223.050 | 12.00 | 2,676.60 | |||
| 0300 | PLUG PIPE | 01314 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 0310 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,200.00 | 10,800.00 | |||
| 0320 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 0330 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0340 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 0350 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0360 | CURB BOX INLET TYPE A | 01456 | EACH | 146.00 | 146.000 | 146.000 | 146.000 | 3,200.00 | 467,200.00 | |||
| 0370 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,100.00 | 6,200.00 | |||
| 0380 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 0390 | DROP BOX INLET TYPE 5D | 01511 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,800.00 | 7,600.00 | |||
| 0400 | DROP BOX INLET TYPE 5E | 01514 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 0410 | DROP BOX INLET TYPE 6D | 01529 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 4,200.00 | 21,000.00 | |||
| 0420 | DROP BOX INLET TYPE 12A | 01550 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 200.00 | 4,800.00 | |||
| 0430 | DROP BOX INLET TYPE 13G | 01559 | EACH | 36.00 | 36.000 | 35.000 | 35.000 | 3,500.00 | 122,500.00 | |||
| 0440 | DROP BOX INLET TYPE 13S | 01568 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 4,800.00 | 48,000.00 | |||
| 0450 | CAP DROP BOX INLET | 01584 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0460 | CAP CURB BOX INLET | 01634 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 0470 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0480 | JUNCTION BOX-18 INCH | 01642 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,100.00 | 3,300.00 | |||
| 0490 | JUNCTION BOX-24 INCH | 01643 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,200.00 | 6,000.00 | |||
| 0500 | JUNCTION BOX-30 INCH | 01644 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0510 | FLUME INLET TYPE 1 | 01690 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0520 | FILL AND CAP INLET | 01717 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 800.00 | 7,200.00 | |||
| 0530 | ADJUST INLET | 01719 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0540 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0550 | MANHOLE TYPE A | 01756 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 2,500.00 | 32,500.00 | |||
| 0560 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0570 | MANHOLE TYPE C | 01767 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,500.00 | 24,500.00 | |||
| 0580 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0590 | STANDARD CURB AND GUTTER | 01810 | LF | 39,099.30 | 0.000 | 0.000 | 0.000 | 16.80 | 0.00 | |||
| 0600 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 2,532.70 | 0.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0610 | ISLAND CURB AND GUTTER | 01825 | LF | 1,919.50 | 1,919.500 | 2,348.400 | 2,348.400 | 19.15 | 44,971.86 | |||
| 0620 | STANDARD INTEGRAL CURB | 01830 | LF | 683.80 | 683.800 | 258.000 | 258.000 | 12.00 | 3,096.00 | |||
| 0630 | STANDARD HEADER CURB | 01875 | LF | 327.50 | 327.500 | 634.000 | 634.000 | 31.50 | 19,971.00 | |||
| 0640 | STANDARD HEADER CURB MODIFIED | 01876 | LF | 5,808.80 | 0.000 | 0.000 | 0.000 | 15.90 | 0.00 | |||
| 0650 | ASPHALT WEDGE CURB | 01897 | LF | 355.00 | 355.000 | 355.000 | 355.000 | 8.00 | 2,840.00 | |||
| 0660 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 61.00 | 61.000 | 61.170 | 61.170 | 63.00 | 3,853.71 | |||
| 0670 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 4,127.00 | 4,702.710 | 5,854.130 | 5,854.130 | 55.00 | 321,977.15 | |||
| 0680 | REMOVE PAVEMENT | 02091 | SQYD | 849.60 | 849.600 | 573.570 | 573.570 | 8.00 | 4,588.56 | |||
| 0690 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 2,782.00 | 2,782.000 | 2,500.260 | 2,500.260 | 54.45 | 136,139.15 | |||
| 0700 | TEMPORARY DITCH | 02159 | LF | 9,524.00 | 9,524.000 | 2,476.000 | 2,476.000 | 1.90 | 4,704.40 | |||
| 0710 | ROADWAY EXCAVATION | 02200 | CUYD | 259,689.00 | 241,081.830 | 245,833.860 | 245,833.860 | 8.26 | 2,030,587.68 | |||
| 0720 | GRANULAR EMBANKMENT | 02223 | CUYD | 421.10 | 421.100 | 521.320 | 521.320 | 29.50 | 15,378.94 | |||
| 0730 | WATER | 02242 | MGAL | 5,630.00 | 5,630.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0740 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,947.00 | 1,947.000 | 2,184.250 | 2,184.250 | 16.45 | 35,930.91 | |||
| 0750 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 13.00 | 13.000 | 17.000 | 17.000 | 45.00 | 765.00 | |||
| 0760 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,165.00 | 8,660.00 | |||
| 0770 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0780 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 690.00 | 2,070.00 | |||
| 0790 | REMOVE & RESET GUARDRAIL | 02383 | LF | 539.00 | 539.000 | 539.000 | 539.000 | 10.00 | 5,390.00 | |||
| 0800 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,375.00 | 14,250.00 | |||
| 0810 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 144.00 | 144.000 | 144.000 | 144.000 | 95.00 | 13,680.00 | |||
| 0820 | REMOVE TREES OR STUMPS | 02460 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 0830 | CHANNEL LINING CLASS II | 02483 | TON | 11.00 | 11.000 | 797.760 | 797.760 | 24.85 | 19,824.33 | |||
| 0840 | CHANNEL LINING CLASS II | 02483 | TON | 173.00 | 1,363.730 | 1,364.360 | 1,364.360 | 24.85 | 33,904.34 | |||
| 0850 | CLEARING AND GRUBBING 94.9 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0860 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 3.50 | 3.500 | 3.500 | 3.500 | 1,800.00 | 6,300.00 | |||
| 0870 | CONCRETE-CLASS B | 02555 | CUYD | 77.00 | 77.000 | 77.000 | 77.000 | 18.00 | 1,386.00 | |||
| 0880 | EDGE KEY | 02585 | LF | 902.50 | 902.500 | 1,424.000 | 1,424.000 | 18.00 | 25,632.00 | |||
| 0890 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 11.00 | 11.000 | 200.000 | 200.000 | 2.00 | 400.00 | |||
| 0900 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,421.00 | 3,421.000 | 3,460.560 | 3,460.560 | 2.00 | 6,921.12 | |||
| 0910 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 702.80 | 702.800 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0920 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 348,418.00 | 344,196.000 | 234,250.680 | 234,250.680 | 1.65 | 386,513.62 | |||
| 0930 | HANDRAIL-TYPE A-1 | 02611 | LF | 164.00 | 164.000 | 164.000 | 164.000 | 76.00 | 12,464.00 | |||
| 0940 | HANDRAIL-TYPE A-3 | 02613 | LF | 45.00 | 45.000 | 42.000 | 42.000 | 90.00 | 3,780.00 | |||
| 0950 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 355.00 | 1,065.00 | |||
| 0960 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 159,190.00 | 159,190.00 | |||
| 0970 | PRECAST VEHICLE STOP | 02673 | LF | 201.00 | 201.000 | 201.000 | 201.000 | 15.00 | 3,015.00 | |||
| 0980 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0990 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 1,540.60 | 1,540.600 | 1,747.280 | 1,747.280 | 13.00 | 22,714.64 | |||
| 1000 | SAFELOADING | 02690 | CUYD | 44.40 | 44.400 | 21.880 | 21.880 | 220.00 | 4,813.60 | |||
| 1010 | SAFELOADING | 02690 | CUYD | 30.00 | 30.000 | 30.130 | 30.130 | 220.00 | 6,628.60 | |||
| 1020 | TEMPORARY SILT FENCE | 02701 | LF | 9,524.00 | 15,321.000 | 15,321.000 | 15,321.000 | 1.75 | 26,811.75 | |||
| 1030 | SILT TRAP TYPE A | 02703 | EACH | 95.00 | 95.000 | 22.000 | 22.000 | 400.00 | 8,800.00 | |||
| 1040 | SILT TRAP TYPE B | 02704 | EACH | 95.00 | 170.000 | 170.000 | 170.000 | 200.00 | 34,000.00 | |||
| 1050 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 570.00 | 570.000 | 29.000 | 29.000 | 60.00 | 1,740.00 | |||
| 1060 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 570.00 | 570.000 | 220.000 | 220.000 | 50.00 | 11,000.00 | |||
| 1070 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 9,524.00 | 9,524.000 | 1,437.000 | 1,437.000 | 0.45 | 646.65 | |||
| 1080 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 23,865.10 | 25,943.490 | 26,061.250 | 26,061.250 | 30.00 | 781,837.50 | |||
| 1090 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 1100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1110 | PVC PIPE-6 INCH | 03385 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1120 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,926.00 | 4,926.000 | 5,036.490 | 5,036.490 | 1.35 | 6,799.26 | |||
| 1130 | TEMPORARY MULCH | 05952 | SQYD | 459,739.00 | 459,739.000 | 105,977.005 | 105,977.005 | 0.18 | 19,075.86 | |||
| 1140 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 114,935.00 | 114,935.000 | 32,250.004 | 32,250.004 | 0.24 | 7,740.00 | |||
| 1150 | TOPDRESSING FERTILIZER | 05966 | TON | 7.20 | 7.200 | 7.200 | 7.200 | 650.00 | 4,680.00 | |||
| 1160 | SEEDING AND PROTECTION | 05985 | SQYD | 21,387.00 | 133,686.670 | 133,686.668 | 133,686.668 | 0.36 | 48,127.20 | |||
| 1170 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 17,053.00 | 17,053.000 | 49,510.981 | 49,510.981 | 0.16 | 7,921.75 | |||
| 1180 | SODDING | 05990 | SQYD | 99,540.00 | 99,540.000 | 60,621.842 | 60,621.842 | 4.10 | 248,549.55 | |||
| 1190 | PAVE STRIPING-WB PAINT-6 IN W | 06522 | MILE | 11.70 | 1.500 | 0.868 | 0.868 | 1,567.00 | 1,360.15 | |||
| 1200 | PAVE STRIPING-WB PAINT-6 IN Y | 06523 | MILE | 12.70 | 1.000 | 1.788 | 1.788 | 1,567.00 | 2,801.79 | |||
| 1210 | PAVE STRIPING-WB PAINT-12 IN W | 06526 | MILE | 0.56 | 0.560 | 0.000 | 0.000 | 1,817.00 | 0.00 | |||
| 1220 | PAVE STRIPING-THERMO-8 INCH W | 06544 | LF | 396.00 | 396.000 | 1,276.000 | 1,276.000 | 1.00 | 1,276.00 | |||
| 1230 | PAVE STRIPING-THERMO-8 INCH Y | 06545 | LF | 94.00 | 94.000 | 278.000 | 278.000 | 1.00 | 278.00 | |||
| 1240 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 3,422.00 | 3,422.000 | 3,322.000 | 3,322.000 | 1.75 | 5,813.50 | |||
| 1250 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 1,308.00 | 1,308.000 | 1,128.200 | 1,128.200 | 2.25 | 2,538.45 | |||
| 1260 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 919.00 | 919.000 | 1,578.000 | 1,578.000 | 4.25 | 6,706.50 | |||
| 1270 | PAVE MARKING-PAINT PARKING LOT | 06571 | LF | 1,480.00 | 1,480.000 | 2,530.900 | 2,530.900 | 0.50 | 1,265.45 | |||
| 1280 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 5,120.00 | 5,120.000 | 216.000 | 216.000 | 0.90 | 194.40 | |||
| 1290 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 39.00 | 39.000 | 78.000 | 78.000 | 70.00 | 5,460.00 | |||
| 1300 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 82.00 | 82.000 | 94.000 | 94.000 | 75.00 | 7,050.00 | |||
| 1310 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 100.00 | 900.00 | |||
| 1320 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 95.00 | 1,045.00 | |||
| 1330 | PAVE MARKING-PREF THERMO SCHOOL | 06577 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 1340 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 315.00 | 895.000 | 895.000 | 895.000 | 27.43 | 24,549.85 | |||
| 1350 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 91.80 | 91.800 | 112.400 | 112.400 | 25.00 | 2,810.00 | |||
| 1360 | RETAINING WALL | 08018 | SQFT | 733.00 | 733.000 | 733.000 | 733.000 | 55.00 | 40,315.00 | |||
| 1370 | CONCRETE-CLASS A | 08100 | CUYD | 42.13 | 42.130 | 42.130 | 42.130 | 950.00 | 40,023.50 | |||
| 1380 | STEEL REINFORCEMENT | 08150 | LB | 1,699.00 | 1,699.000 | 1,699.000 | 1,699.000 | 1.00 | 1,699.00 | |||
| 1390 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 171,626.00 | 171,626.000 | 27,949.950 | 27,949.950 | 1.00 | 27,949.95 | |||
| 1400 | FUEL ADJUSTMENT | 10020NS | DOLL | 112,968.00 | 112,968.000 | -23,015.400 | -23,015.400 | 1.00 | -23,015.40 | |||
| 1410 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 154,463.00 | 374,500.270 | 519,107.280 | 519,107.280 | 1.00 | 519,107.28 | |||
| 1420 | PAVE MARK PREF THERM HANDICAP SYMBOL | 20223MS714 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 70.00 | 840.00 | |||
| 1430 | WELDED STEEL WIRE FABRIC | 20461EC | LB | 350.00 | 350.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1440 | SILT TRAP TYPE C | 20496NS843 | EACH | 95.00 | 95.000 | 36.000 | 36.000 | 275.00 | 9,900.00 | |||
| 1450 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 570.00 | 570.000 | 22.000 | 22.000 | 50.00 | 1,100.00 | |||
| 1460 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1470 | CL2 ASPH BASE 1.0D PG76-22 | 20696ES403 | TON | 2,808.00 | 0.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 1480 | PAVE MARKING THERMO-BIKE | 20782NS714 | EACH | 86.00 | 86.000 | 56.000 | 56.000 | 125.00 | 7,000.00 | |||
| 1490 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 401,167.00 | 401,167.00 | |||
| 1500 | REMOVE-STORE AND REINSTALL SIGN | 21134ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1510 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 3,834.00 | 3,834.000 | 1,654.040 | 1,654.040 | 6.65 | 10,999.36 | |||
| 1520 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 35,000.00 | 35,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1530 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 112.00 | 112.000 | 131.000 | 131.000 | 5.00 | 655.00 | |||
| 1540 | PAVE MARKING-PREF THERMO YIELD | 22521NN | EACH | 2.00 | 2.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
| 1550 | TRENCH DRAIN | 22766ED | LF | 25.00 | 25.000 | 23.500 | 23.500 | 200.00 | 4,700.00 | |||
| 1560 | DROP BOX INLET TY 6E | 22767ES710 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 4,200.00 | 16,800.00 | |||
| 1570 | CRUSHED AGGREGATE SIZE NO. 8 | 22769ED | TON | 1,480.00 | 1,480.000 | 1,473.810 | 1,473.810 | 18.45 | 27,191.79 | |||
| 1580 | LEVELING & WEDGING PG 70-22 | 22773ES403 | TON | 745.00 | 745.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1590 | PERFORATED PIPE-18 IN | 22774EN | LF | 576.00 | 576.000 | 558.000 | 558.000 | 40.75 | 22,738.50 | |||
| 3360 | MODIFIED OPEN-GRADED DRAINAGE COURSE | 00269 | TON | 935.00 | 935.000 | 785.170 | 785.170 | 67.00 | 52,606.39 | |||
| 8000 | SIGNS | 02562 | SQFT | 0.00 | 1,500.000 | 1,180.650 | 1,180.650 | 8.25 | 9,740.36 | |||
| 8001 | DGA BASE MODIFIED | 00001 | TON | 0.00 | 28,014.730 | 42,789.480 | 42,789.480 | 22.02 | 942,224.34 | |||
| 8002 | STAKING MODIFIED | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8003 | CRUSHED AGGREGATE SIZE NO 2 ROADWAY MODIFIED | 00078 | TON | 0.00 | 60,748.140 | 65,364.200 | 65,364.200 | 22.02 | 1,439,319.68 | |||
| 8004 | STANDARD HEADER CURB MODIFIED #2 | 01875 | LF | 0.00 | 5,808.800 | 6,510.200 | 6,510.200 | 17.54 | 114,188.90 | |||
| 8005 | STANDARD CURB AND GUTTER #2 | 01810 | LF | 0.00 | 39,099.300 | 38,797.500 | 38,797.500 | 17.54 | 680,508.15 | |||
| 8006 | STANDARD CURB AND GUTTER MOD #2 | 01811 | LF | 0.00 | 2,532.700 | 2,530.000 | 2,530.000 | 17.54 | 44,376.20 | |||
| 8007 | PAVE STRIPING-WB PAINT-4 IN W | 06520 | MILE | 0.00 | 10.200 | 8.954 | 8.954 | 1,500.43 | 13,434.85 | |||
| 8008 | PAVE STRIPING-WB PAINT-4 IN Y | 06521 | MILE | 0.00 | 11.700 | 9.530 | 9.530 | 1,489.39 | 14,193.88 | |||
| 8009 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 0.00 | 464,384.500 | 464,432.500 | 464,432.500 | 0.20 | 92,886.50 | |||
| 8010 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 1,100.000 | 321.000 | 321.000 | 1.56 | 500.76 | |||
| 8011 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 1,100.000 | 415.000 | 415.000 | 1.61 | 668.15 | |||
| 8012 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 1,100.000 | 0.000 | 0.000 | 2.46 | 0.00 | |||
| 8013 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 5,924.180 | 608.060 | 608.060 | 48.40 | 29,430.10 | |||
| 8014 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 4,730.000 | 4,002.980 | 4,002.980 | 42.40 | 169,726.35 | |||
| 8015 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 0.00 | 4,537.000 | 6,100.300 | 6,100.300 | 54.48 | 332,344.34 | |||
| 8016 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 2,808.000 | 219.770 | 219.770 | 43.40 | 9,538.01 | |||
| 8018 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 9.070 | 9.100 | 9.100 | 20.00 | 182.00 | |||
| 8021 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 29,291.050 | 29,292.490 | 29,292.490 | 1.00 | 29,292.49 | |||
| 8022 | PROJECT WAGE RATE ADJUSTMENT Phase II | 10035NS | DOLL | 0.00 | 7,980.850 | 7,980.850 | 7,980.850 | 1.00 | 7,980.85 | |||
| 8023 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 29,371.170 | 29,371.170 | 29,371.170 | 1.00 | 29,371.17 | |||
| 8032 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -15,500.000 | -15,500.000 | 1.00 | -15,500.00 | |||
| 8033 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 2,280.000 | 2,280.000 | 2,280.000 | 36.05 | 82,194.00 | |||
| 8034 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 6,460.00 | 32,300.00 | |||
| 8035 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 1,691.500 | 2,666.500 | 2,666.500 | 10.00 | 26,665.00 | |||
| 8036 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 4.000 | 5.000 | 5.000 | 994.67 | 4,973.35 | |||
| 8037 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 7,940.00 | 23,820.00 | |||
| 8038 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 0.00 | 2,820.000 | 2,820.000 | 2,820.000 | 4.85 | 13,677.00 | |||
| 8039 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 2,019.85 | 10,099.25 | |||
| 8040 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 34,067.890 | 34,067.890 | 34,067.890 | 1.00 | 34,067.89 | |||
| 8041 | CONCRETE ENCASEMENT Grout Loading 24" Steel Casing | 20057ES601 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 57.20 | 5,720.00 | |||
| 8042 | COST PLUS WORK Adjust Cameras & Overhead Lighting 2/16/09 & 2/17/09 | 10080NSD | DOLL | 0.00 | 980.570 | 980.570 | 980.570 | 1.00 | 980.57 | |||
| 8043 | COST PLUS WORK Adjust Cameras And Overhead Lighting 2/23/09 & 2/24/09 | 10080NSD | DOLL | 0.00 | 3,938.190 | 3,938.190 | 3,938.190 | 1.00 | 3,938.19 | |||
| 8044 | COST PLUS WORK Troubleshoot Overhead Lighting WB Ramp I-275/SB237 3/2/09 | 10080NSD | DOLL | 0.00 | 312.870 | 312.870 | 312.870 | 1.00 | 312.87 | |||
| 8045 | COST PLUS WORK Adj Cameras @ Worldwide Blvd/S Park Dr/KY 237 3/17-18/09 | 10080NSD | DOLL | 0.00 | 556.910 | 556.910 | 556.910 | 1.00 | 556.91 | |||
| 8046 | COST PLUS WORK Electrical Service @ Park and Ride 9/10/09 | 10080NSD | DOLL | 0.00 | 2,376.790 | 2,376.790 | 2,376.790 | 1.00 | 2,376.79 | |||
| 8047 | MAINTAIN & CONTROL TRAFFIC I-275 Traffic Control for KY 237 Bridge Construction | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,800.00 | 11,800.00 | |||
| 8049 | JPC PAVEMENT-9 INCH SHLD | 02082 | SQYD | 0.00 | 1,057.780 | 1,057.780 | 1,057.780 | 63.80 | 67,486.36 | |||
| 8051 | PROJECT WAGE RATE ADJUSTMENT | 10035NS | DOLL | 0.00 | 37,711.700 | 37,711.700 | 37,711.700 | 1.00 | 37,711.70 | |||
| 8052 | PROJECT WAGE RATE ADJUSTMENT 01/01/10-04/30/10 | 10035NS | DOLL | 0.00 | 3,587.220 | 3,587.220 | 3,587.220 | 1.00 | 3,587.22 | |||
| 8054 | COST PLUS WORK Reinstall Deercreek landscape island wiring | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,902.79 | 3,902.79 | |||
| 8055 | COST PLUS WORK Reinstall Plants @ Deercreek Rd. Landscape Island | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 2,051.78 | 2,051.78 | |||
| 8056 | REMOVE /Replace Curb at bridge and wall at meter valve. | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,760.13 | 15,760.13 | |||
| 8057 | PROJECT WAGE RATE ADJUSTMENT (May 1, 2010-August 31, 2010) | 10035NS | DOLL | 0.00 | 3,874.130 | 3,874.130 | 3,874.130 | 1.00 | 3,874.13 | |||
| 8058 | COST PLUS WORK Create swale at Litton Lane / Repair Slide on Graves Road | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,618.19 | 21,618.19 | |||
| 8059 | PROJECT WAGE RATE ADJUSTMENT (January 1, 2011-April 30, 2011) | 10035NS | DOLL | 0.00 | 197.640 | 197.640 | 197.640 | 1.00 | 197.64 | |||
| 8060 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -580.000 | -580.000 | 1.00 | -580.00 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0002 MOBILIZATION AND DEMOBLIZATION | |||||||
| 1600 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 330,100.00 | 330,100.00 | |||
| 1610 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.020 | 0.980 | 1.000 | 340,000.00 | 6,800.00 | 340,000.00 | |
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0003 BRIDGE | |||||||
| 1620 | LEVELING & WEDGING PG76-22 | 00194 | TON | 19.50 | 0.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1630 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 15.40 | 15.400 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1640 | FLOWABLE FILL | 02220 | CUYD | 1,799.00 | 1,799.000 | 1,233.000 | 1,233.000 | 68.00 | 83,844.00 | |||
| 1650 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 662.80 | 662.800 | 662.800 | 662.800 | 405.00 | 268,434.00 | |||
| 1660 | MASONRY COATING | 02998 | SQYD | 601.90 | 601.900 | 620.150 | 620.150 | 10.00 | 6,201.50 | |||
| 1670 | CONCRETE-CLASS AA | 08104 | CUYD | 683.10 | 683.100 | 683.100 | 683.100 | 720.00 | 491,832.00 | |||
| 1680 | STEEL REINF-EPOXY COATED | 08151 | LB | 189,190.00 | 189,190.000 | 189,190.000 | 189,190.000 | 1.00 | 189,190.00 | |||
| 1690 | STRUCTURAL STEEL 2710 LBS | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 1700 | SHEAR CONNECTORS 7100 | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,600.00 | 42,600.00 | |||
| 1710 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,800.00 | 19,800.00 | |||
| 1720 | CLEAN & PAINT STRUCTURAL STEEL | 08434 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 44,700.00 | 44,700.00 | |||
| 1730 | EXPANSION DAM-2 INCH NEOPRENE | 08470 | LF | 184.20 | 184.200 | 184.200 | 184.200 | 150.00 | 27,630.00 | |||
| 8017 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 19.500 | 19.510 | 19.510 | 171.40 | 3,344.01 | |||
| 8048 | ARMORED EDGE FOR CONCRETE | 23630EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 41,013.25 | 41,013.25 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0004 SIGNALIZATION | |||||||
| 1740 | SIGNS | 02562 | SQFT | 20.00 | 20.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 1750 | CONDUIT-1 1/4 INCH | 04793 | LF | 515.00 | 515.000 | 289.000 | 289.000 | 7.00 | 2,023.00 | |||
| 1760 | CONDUIT-2 INCH | 04795 | LF | 205.00 | 205.000 | 441.000 | 441.000 | 8.00 | 3,528.00 | |||
| 1770 | JUNCTION BOX TYPE B | 04811 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 350.00 | 4,900.00 | |||
| 1780 | TRENCHING AND BACKFILLING | 04820 | LF | 330.00 | 330.000 | 405.000 | 405.000 | 5.00 | 2,025.00 | |||
| 1790 | LOOP WIRE | 04830 | LF | 7,420.00 | 7,420.000 | 8,772.000 | 8,772.000 | 0.50 | 4,386.00 | |||
| 1800 | CABLE-NO. 14/5C | 04844 | LF | 4,685.00 | 4,685.000 | 6,553.000 | 6,553.000 | 1.25 | 8,191.25 | |||
| 1810 | CABLE-NO. 14/7C | 04845 | LF | 470.00 | 470.000 | 391.000 | 391.000 | 1.25 | 488.75 | |||
| 1820 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,340.00 | 4,340.000 | 4,410.000 | 4,410.000 | 1.25 | 5,512.50 | |||
| 1830 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 1840 | MESSENGER-10800 LB | 04885 | LF | 1,155.00 | 1,155.000 | 1,252.000 | 1,252.000 | 3.00 | 3,756.00 | |||
| 1850 | INSTALL LED SIGNAL | 04887 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 1860 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,930.00 | 2,930.000 | 3,134.000 | 3,134.000 | 15.00 | 47,010.00 | |||
| 1870 | PEDESTRIAN DETECTOR | 04900 | EACH | 18.00 | 18.000 | 21.000 | 21.000 | 250.00 | 5,250.00 | |||
| 1880 | BEACON CONTROLLER-2 CIRCUIT | 04930 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,700.00 | 3,400.00 | |||
| 1890 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 1900 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,600.00 | 33,800.00 | |||
| 1910 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 1920 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 1930 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 18.00 | 18.000 | 21.000 | 21.000 | 250.00 | 5,250.00 | |||
| 1940 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 27.00 | 27.000 | 33.000 | 33.000 | 250.00 | 8,250.00 | |||
| 1950 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1960 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 8024 | COST PLUS WORK Install Traffic Cameras (5/15/08). | 10080NSD | DOLL | 0.00 | 1,819.410 | 1,819.410 | 1,819.410 | 1.00 | 1,819.41 | |||
| 8025 | COST PLUS WORK Install And Adjust Traffic Cameras (5/19/08 to 5/21/08) | 10080NSD | DOLL | 0.00 | 6,796.280 | 6,796.280 | 6,796.280 | 1.00 | 6,796.28 | |||
| 8026 | COST PLUS WORK Adjust Cameras (6/27/08) | 10080NSD | DOLL | 0.00 | 192.640 | 192.640 | 192.640 | 1.00 | 192.64 | |||
| 8027 | COST PLUS WORK Adjust Cameras (10/29/08) | 10080NSD | DOLL | 0.00 | 1,130.740 | 1,130.740 | 1,130.740 | 1.00 | 1,130.74 | |||
| 8028 | COST PLUS WORK Adjust Cameras (11/20/08). | 10080NSD | DOLL | 0.00 | 335.990 | 335.990 | 335.990 | 1.00 | 335.99 | |||
| 8029 | COST PLUS WORK Adjust Cameras (12/4/08) | 10080NSD | DOLL | 0.00 | 160.440 | 160.440 | 160.440 | 1.00 | 160.44 | |||
| 8030 | COST PLUS WORK Adjust Cameras / Relocated Loops (12/12/08) | 10080NSD | DOLL | 0.00 | 99.130 | 99.130 | 99.130 | 1.00 | 99.13 | |||
| 8031 | COST PLUS WORK Remove No Truck Turn Around Sign (8/5/08 & 8/6/08) | 10080NSD | DOLL | 0.00 | 1,802.630 | 1,802.630 | 1,802.630 | 1.00 | 1,802.63 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0005 LIGHTING | |||||||
| 1970 | POLE 30 FT MTG HT | 04700 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 1980 | POLE 40 FT MTG HT | 04701 | EACH | 29.00 | 29.000 | 28.000 | 28.000 | 1,000.00 | 28,000.00 | |||
| 1990 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 2000 | BRACKET 10 FT | 04723 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 340.00 | 1,700.00 | |||
| 2010 | BRACKET 15 FT | 04725 | EACH | 28.00 | 28.000 | 29.000 | 29.000 | 400.00 | 11,600.00 | |||
| 2020 | POLE BASE | 04740 | EACH | 66.00 | 66.000 | 68.000 | 68.000 | 700.00 | 47,600.00 | |||
| 2030 | TRANSFORMER BASE | 04750 | EACH | 35.00 | 35.000 | 40.000 | 40.000 | 300.00 | 12,000.00 | |||
| 2040 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 8,000.00 | 24,000.00 | |||
| 2050 | HPS LUMINAIRE | 04770 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 300.00 | 10,500.00 | |||
| 2060 | FUSED CONNECTOR KIT | 04780 | EACH | 136.00 | 136.000 | 148.000 | 148.000 | 70.00 | 10,360.00 | |||
| 2070 | CONDUIT-1 1/4 INCH | 04793 | LF | 9,650.00 | 9,650.000 | 10,495.500 | 10,495.500 | 7.00 | 73,468.50 | |||
| 2080 | CONDUIT-2 INCH | 04795 | LF | 1,650.00 | 1,650.000 | 2,286.000 | 2,286.000 | 8.00 | 18,288.00 | |||
| 2100 | JUNCTION BOX TYPE B | 04811 | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 350.00 | 10,150.00 | |||
| 2110 | TRENCHING AND BACKFILLING | 04820 | LF | 7,780.00 | 7,780.000 | 12,093.500 | 12,093.500 | 3.75 | 45,350.62 | |||
| 2120 | WIRE-NO. 12 | 04832 | LF | 5,190.00 | 10,086.000 | 10,086.000 | 10,086.000 | 0.50 | 5,043.00 | |||
| 2130 | WIRE-NO. 8 | 04833 | LF | 19,475.00 | 19,475.000 | 22,446.100 | 22,446.100 | 1.00 | 22,446.10 | |||
| 2140 | WIRE-NO. 6 | 04834 | LF | 4,250.00 | 4,250.000 | 6,999.000 | 6,999.000 | 1.00 | 6,999.00 | |||
| 2150 | REMOVE POLE BASE | 04941 | EACH | 31.00 | 31.000 | 22.000 | 22.000 | 950.00 | 20,900.00 | |||
| 2160 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 33.00 | 33.000 | 34.980 | 34.980 | 400.00 | 13,992.00 | |||
| 8053 | COST PLUS WORK Troubleshoot Overhead Lighting | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,833.56 | 1,833.56 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0006 SIGNING | |||||||
| 2170 | OSS GALV STEEL CANTILEVER MOD | 06201 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 13,910.00 | 27,820.00 | |||
| 2180 | GMSS GALV STEEL TYPE A | 06400 | LB | 2,525.00 | 2,525.000 | 2,525.000 | 2,525.000 | 1.75 | 4,418.75 | |||
| 2190 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,567.00 | 1,567.000 | 1,463.533 | 1,463.533 | 15.89 | 23,255.53 | |||
| 2200 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 1,301.00 | 1,301.000 | 1,346.850 | 1,346.850 | 11.05 | 14,882.69 | |||
| 2210 | STEEL POST TYPE 1 | 06410 | LF | 1,179.00 | 1,179.000 | 1,109.160 | 1,109.160 | 7.98 | 8,851.09 | |||
| 2220 | STEEL POST TYPE 2 | 06411 | LF | 1,242.00 | 1,242.000 | 1,436.330 | 1,436.330 | 5.85 | 8,402.53 | |||
| 2230 | GMSS GALV STEEL TYPE B | 06440 | LB | 1,420.00 | 1,420.000 | 2,729.555 | 2,729.555 | 2.70 | 7,369.79 | |||
| 2240 | OSS ALUMINUM 105 FT TRUSS | 06457 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 55,000.00 | 55,000.00 | |||
| 2250 | OSS ALUMINUM 125 FT TRUSS | 06465 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 2260 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 140.00 | 140.000 | 108.440 | 108.440 | 402.00 | 43,592.88 | |||
| 2270 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 9,400.00 | 9,400.000 | 8,337.600 | 8,337.600 | 1.25 | 10,422.00 | |||
| 2280 | ROADWAY CROSS SECTION | 20419ED | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2290 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0007 WATERLINE | |||||||
| 2300 | STEEL ENCASEMENT PIPE-20 INCH BORE & JACK | 01076 | LF | 264.00 | 264.000 | 247.000 | 247.000 | 304.00 | 75,088.00 | |||
| 2310 | STEEL ENCASEMENT PIPE-24 INCH OPEN CUT | 01081 | LF | 68.00 | 68.000 | 68.000 | 68.000 | 224.00 | 15,232.00 | |||
| 2320 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 79.00 | 79.000 | 62.000 | 62.000 | 90.00 | 5,580.00 | |||
| 2330 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 3,088.00 | 3,088.000 | 2,411.500 | 2,411.500 | 59.35 | 143,122.52 | |||
| 2340 | DUCTILE IRON PIPE-8 INCH RESTRAINED JOINT | 01095 | LF | 257.00 | 257.000 | 321.500 | 321.500 | 61.50 | 19,772.25 | |||
| 2350 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 12,296.00 | 12,296.000 | 12,561.000 | 12,561.000 | 52.60 | 660,708.60 | |||
| 2360 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 1,867.00 | 1,867.000 | 1,810.500 | 1,810.500 | 77.50 | 140,313.75 | |||
| 2370 | COPPER PIPE-3/4 INCH | 03360 | LF | 3,046.00 | 3,850.000 | 3,850.000 | 3,850.000 | 25.00 | 96,250.00 | |||
| 2380 | COPPER PIPE-1 INCH | 03361 | LF | 113.00 | 113.000 | 441.000 | 441.000 | 27.00 | 11,907.00 | |||
| 2390 | COPPER PIPE-2 INCH | 03363 | LF | 19.00 | 19.000 | 52.000 | 52.000 | 42.00 | 2,184.00 | |||
| 2400 | ADJUST WATER VALVE | 03425 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 2410 | ADJUST FIRE HYDRANT | 03426 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 2420 | ADJUST WATER METER | 03427 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 275.00 | 2,750.00 | |||
| 2430 | RELOCATE WATER METER | 03431 | EACH | 46.00 | 46.000 | 62.000 | 62.000 | 500.00 | 31,000.00 | |||
| 2440 | RELOCATE FIRE HYDRANT | 03433 | EACH | 25.00 | 25.000 | 28.000 | 28.000 | 1,250.00 | 35,000.00 | |||
| 2450 | RECONNECT SERVICE | 03437 | EACH | 60.00 | 60.000 | 84.000 | 84.000 | 50.00 | 4,200.00 | |||
| 2460 | RECONNECT TO MAIN | 03438 | EACH | 47.00 | 47.000 | 67.000 | 67.000 | 100.00 | 6,700.00 | |||
| 2470 | AIR RELEASE VALVE | 03495 | EACH | 9.00 | 9.000 | 5.000 | 5.000 | 900.00 | 4,500.00 | |||
| 2480 | GATE VALVE-6 INCH RESILIENT | 03526 | EACH | 32.00 | 32.000 | 29.000 | 29.000 | 800.00 | 23,200.00 | |||
| 2490 | GATE VALVE-8 INCH RESILIENT | 03528 | EACH | 23.00 | 23.000 | 22.000 | 22.000 | 1,000.00 | 22,000.00 | |||
| 2500 | GATE VALVE-12 INCH RESILIENT | 03532 | EACH | 36.00 | 36.000 | 39.000 | 39.000 | 1,840.00 | 71,760.00 | |||
| 2510 | TAPPING SLEEVE & VALVE 12" | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,600.00 | 6,600.00 | |||
| 2520 | TAPPING SLEEVE & VALVE 16" | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,600.00 | 7,600.00 | |||
| 2530 | CONNECT TO 8 IN | 07648 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 2,000.00 | 32,000.00 | |||
| 2540 | CONCRETE ENCASEMENT | 20057ES601 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2550 | TAPPING SLEEVE AND VALVE-8 IN | 20517NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,600.00 | 0.00 | |||
| 2560 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 2570 | BEND AND BLOCK-6 IN | 20554NC | EACH | 5.00 | 5.000 | 10.000 | 10.000 | 300.00 | 3,000.00 | |||
| 2580 | BEND AND BLOCK-8 IN | 20555NC | EACH | 48.00 | 48.000 | 32.000 | 32.000 | 350.00 | 11,200.00 | |||
| 2590 | PLUG AND BLOCK-8 IN | 20556NC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 2600 | CONNECT TO 6 IN | 20559NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 2610 | ANCHORING TEE AND BLOCK 6 INX 6 INX 6IN | 20643ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 2620 | TEE AND BLOCK 16IN X 16 IN X 8 IN | 20786ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 775.00 | 1,550.00 | |||
| 2630 | BEND AND BLOCK-12 IN | 20788ND | EACH | 38.00 | 38.000 | 36.000 | 36.000 | 500.00 | 18,000.00 | |||
| 2640 | BEND AND BLOCK-16 IN | 20789ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 960.00 | 1,920.00 | |||
| 2650 | CONNECT TO 12 IN | 20790ND | EACH | 14.00 | 14.000 | 20.000 | 20.000 | 2,500.00 | 50,000.00 | |||
| 2660 | CONNECT TO 16 IN | 20791ND | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 2670 | PLUG AND BLOCK-16 IN | 20793ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 2680 | REDUCER 16 INX12 IN | 20795ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 2690 | REDUCER 12 IN X 8 IN | 20824ED | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 2700 | METER PIT BOX MASTER METER PIT | 20829ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,350.00 | 24,700.00 | |||
| 2710 | PLUG AND BLOCK 12IN | 20865ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 550.00 | 1,100.00 | |||
| 2720 | COPPER SERVICE SPLIT | 20869ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 2730 | TEE AND BLOCK- 12 X 12 X 12 IN | 22101NN | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 800.00 | 4,000.00 | |||
| 2740 | PLUG AND BLOCK-6 IN | 22170NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2750 | ANCHORING TEE AND BLOCK-12X12X6 IN | 22761ND | EACH | 22.00 | 22.000 | 20.000 | 20.000 | 700.00 | 14,000.00 | |||
| 2760 | TEE AND BLOCK-12X12X8 IN | 22762ND | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 720.00 | 4,320.00 | |||
| 2770 | ANCHORING TEE AND BLOCK-8 X 8 X 6 IN | 22814NN | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 650.00 | 1,950.00 | |||
| 2780 | TEE AND BLOCK-12 X 12 X 6 IN | 22815NN | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 700.00 | 2,100.00 | |||
| 2790 | RJ TEE AND BLOCK-12 X 12 X 8 IN | 22816NN | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 975.00 | 3,900.00 | |||
| 2800 | TEE AND BLOCK-16 X 16 X 6 IN | 22817NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 730.00 | 730.00 | |||
| 2810 | ANCHORING TEE AND BLOCK-16 X 16 X 6 IN | 22818NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 730.00 | 1,460.00 | |||
| 2820 | TEE AND BLOCK-16 X 16 X 12 IN | 22819NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 2830 | TEE AND BLOCK-16 X 16 X 16 IN | 22820NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 870.00 | 0.00 | |||
| 2840 | DI CROSS-12 X 12 IN | 22821NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 520.00 | 520.00 | |||
| 2850 | BUTTERFLY VALVE-16 IN | 22822NN | EACH | 11.00 | 11.000 | 7.000 | 7.000 | 2,400.00 | 16,800.00 | |||
| 2860 | RJ BEND AND BLOCK-8 IN | 22823NN | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 450.00 | 2,250.00 | |||
| 2870 | STEEL ENCASEMENT PIPE - 32 INCH BORE & JACK | 22824EN | LF | 120.00 | 120.000 | 120.000 | 120.000 | 420.00 | 50,400.00 | |||
| 2880 | RELOCATE INTERNAL VALVE PIP PIPING STA 183+70 | 22825ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 2890 | RELOCATE INTERNAL VALVE PIP PIPING STA 82+10 | 22825ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 8019 | WATER MAIN RELOCATION -REPAIR | 20991ND | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,579.03 | 13,579.03 | |||
| 8020 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 50.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0008 SEWER | |||||||
| 2900 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 107.00 | 107.000 | 100.000 | 100.000 | 303.00 | 30,300.00 | |||
| 2910 | RECONSTRUCT MANHOLE | 01789 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,325.00 | 6,625.00 | |||
| 2920 | SANITARY SEWER MANHOLE | 01799 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 2930 | SAFELOADING | 02690 | CUYD | 700.00 | 700.000 | 31.280 | 31.280 | 65.00 | 2,033.20 | |||
| 2940 | SANITARY SEWER FORCE MAIN-6 IN | 22775EN | LF | 2,357.00 | 2,357.000 | 2,246.500 | 2,246.500 | 64.00 | 143,776.00 | |||
| 2950 | SANITARY SEWER GRAVITY MAIN-8 IN | 22776EN | LF | 663.00 | 663.000 | 640.650 | 640.650 | 125.00 | 80,081.25 | |||
| 2960 | SANITARY SEWER FORCE MAIN-10 IN | 22777EN | LF | 2,185.00 | 2,185.000 | 2,043.000 | 2,043.000 | 105.00 | 214,515.00 | |||
| 2970 | SANITARY SEWER FORCE MAIN-12 IN | 22778EN | LF | 2,515.00 | 2,515.000 | 2,429.500 | 2,429.500 | 99.00 | 240,520.50 | |||
| 2980 | SEWER GRAVITY MAIN-16 IN | 22892EN | LF | 277.00 | 277.000 | 281.000 | 281.000 | 145.00 | 40,745.00 | |||
| 2990 | RESTRAINED JOINT BEND-6 IN | 22780NN | EACH | 17.00 | 17.000 | 11.000 | 11.000 | 290.00 | 3,190.00 | |||
| 3000 | RESTRAINED JOINT BEND-10 IN | 22781NN | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 520.00 | 3,120.00 | |||
| 3010 | RESTRAINED JOINT BEND-12 IN | 22782NN | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 720.00 | 5,760.00 | |||
| 3020 | CONNECT TO FORCE MAIN-6 IN | 22783NN | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,100.00 | 15,300.00 | |||
| 3030 | CONNECT TO FORCE MAIN-10 IN | 22784NN | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 6,380.00 | 19,140.00 | |||
| 3040 | CONNECT TO FORCE MAIN-12 IN | 22785NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,965.00 | 8,965.00 | |||
| 3050 | MANHOLE W/CORROSION RESISTANT LINER | 22786NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 3060 | MANHOLE "DOGHOUSE" W/ CR LINER AND BASE | 22787NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,400.00 | 10,800.00 | |||
| 3070 | AIR RELEASE VALVE W/MANHOLE CHAMBER | 22788NN | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 8,300.00 | 74,700.00 | |||
| 3080 | TEE-8 X 8 X 8 IN | 22789NN | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 3090 | LATERAL PIPE-6 IN | 22790EN | LF | 70.00 | 70.000 | 148.000 | 148.000 | 55.00 | 8,140.00 | |||
| 3100 | RECONNECT TO LATERAL | 22791NN | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 3110 | TAP EXISTING MANHOLE | 22792NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 3120 | HDPE SAN SEWER HEAD MAIN W/DET WIRE-2 IN | 22793EN | LF | 688.00 | 688.000 | 655.000 | 655.000 | 28.50 | 18,667.50 | |||
| 3130 | HDPE SERVICE TAP AT HEAD FM-2 X 1 1/4 IN | 22794NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 3140 | TERMINAL MANHOLE AT HEADER FORCE MAIN | 22795NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 3150 | CONNECT TO MANHOLE | 22796NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 3160 | HDPE BEND AT HEADER FORCE MAIN-2 IN | 22797NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 3170 | MJ WYE AND CONNECTION-16 X 6 IN | 22798NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 3180 | MJ WYE AND CONNECTION-16 X 12 IN | 22799NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,540.00 | 5,540.00 | |||
| 3190 | MJ REDUCER AND CONNECTION-16 X 10 IN | 22800NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 840.00 | 840.00 | |||
| 3200 | ABANDON AND SAFELOAD MANHOLE | 22801NN | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 850.00 | 2,550.00 | |||
| 3350 | REMOVE AND REPLACE SANITARY SEWER EXISTING 8" PVC WITH 8" DIP | 21731EN | LF | 262.00 | 262.000 | 0.000 | 0.000 | 148.00 | 0.00 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0009 UTILITY | |||||||
| 3210 | GAS MAIN-8 IN PLASTIC | 22175EN | LF | 14,269.00 | 14,269.000 | 14,356.000 | 14,356.000 | 42.00 | 602,952.00 | |||
| 3220 | GAS MAIN PL-2 IN | 22802EN | LF | 175.00 | 175.000 | 171.000 | 171.000 | 26.00 | 4,446.00 | |||
| 3230 | GAS MAIN PL-4 IN | 22803EN | LF | 3,425.00 | 3,425.000 | 3,547.000 | 3,547.000 | 29.00 | 102,863.00 | |||
| 3240 | GAS MAIN PL-6 IN | 22804EN | LF | 765.00 | 765.000 | 905.000 | 905.000 | 40.00 | 36,200.00 | |||
| 3250 | SWPC CASING-6 IN | 22805EN | LF | 215.00 | 215.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 3260 | SWPC CASING-8 IN | 22806EN | LF | 220.00 | 220.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 3270 | SWPC CASING-12 IN | 22807EN | LF | 785.00 | 785.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 3280 | GATE VALVE ASSEMBLY-4 IN PL | 22808NN | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 380.00 | 1,900.00 | |||
| 3290 | GATE VALVE ASSEMBLY-6 IN PL | 22809NN | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 3300 | M-C LONG-SIDE SERVICE PIPE-1 OR 1 1/4 IN | 22810NN | EACH | 39.00 | 39.000 | 34.000 | 34.000 | 700.00 | 23,800.00 | |||
| 3310 | M-C SHORT-SIDE SERV PIPE-1 OR 1 1/4 IN | 22811NN | EACH | 30.00 | 30.000 | 23.000 | 23.000 | 380.00 | 8,740.00 | |||
| 3320 | M-C LONG-SIDE SERVICE PIPING-2 IN | 22812NN | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 920.00 | 3,680.00 | |||
| 3330 | M-C SHORT-SIDE SERVICE PIPING-2 IN | 22813NN | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 530.00 | 2,650.00 | |||
| Project | DE00802370761 | Fed/State Project Number | STPR 8200 (008) | Category | 0010 TRAINEES | |||||||
| 3340 | TRAINEE PAYMENT REIMBURSEMENT 1 TRUCK DRIVER TRAINEE | 02742 | HOUR | 1,000.00 | 1,000.000 | 783.000 | 783.000 | 1.00 | 783.00 | |||
| SUBTOT | $6,800.00 |
$23,726,951.12 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1750-1-0I |
CONDUIT | LF |
400.00 | 0030 | $3.060000 | $1,224.00 | ||||||
1970-1-0I |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0030 | $406.600000 | $2,439.60 | ||||||
1980-1-0I |
TRAFFIC INCIDENTAL | EACH |
29.00 | 0030 | $614.650000 | $17,824.85 | ||||||
1990-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0030 | $56.050000 | $112.10 | ||||||
2000-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0030 | $136.800000 | $684.00 | ||||||
2010-1-0I |
TRAFFIC INCIDENTAL | EACH |
28.00 | 0030 | $170.050000 | $4,761.40 | ||||||
2030-1-0I |
TRAFFIC INCIDENTAL | EACH |
35.00 | 0030 | $174.800000 | $6,118.00 | ||||||
2070-1-0I |
CONDUIT | LF |
9,450.00 | 0030 | $3.060000 | $28,917.00 | ||||||
2080-1-0I |
CONDUIT | LF |
1,530.00 | 0030 | $4.540000 | $6,946.20 | ||||||
2170-1-0I |
Galv Steel fo Cantilever | EACH |
2.00 | 0063 | $11682.970000 | $22,197.64 | ||||||
2240-1-0I |
105' Overhead Aluminum Truss | EACH |
1.00 | 0063 | $43998.840000 | $41,798.90 | ||||||
2250-1-0I |
125' Overhead Aluminun Truss | EACH |
1.00 | 0063 | $68903.520000 | $65,458.34 | ||||||
2080-1-0A |
CONDUIT | LF |
53.00 | 0031 | $4.540000 | $-240.62 | ||||||
2070-1-0A |
CONDUIT | LF |
526.00 | 0032 | $3.060000 | $-1,609.56 | ||||||
2080-1-0A |
CONDUIT | LF |
43.00 | 0032 | $4.540000 | $-195.22 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0034 | $174.800000 | $-1,223.60 | ||||||
2070-1-0A |
CONDUIT | LF |
707.00 | 0034 | $3.060000 | $-2,163.42 | ||||||
2080-1-0A |
CONDUIT | LF |
10.00 | 0034 | $4.540000 | $-45.40 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0035 | $614.650000 | $-4,302.55 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0035 | $170.050000 | $-1,190.35 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0035 | $174.800000 | $-524.40 | ||||||
2070-1-0A |
CONDUIT | LF |
305.00 | 0035 | $3.060000 | $-933.30 | ||||||
2080-1-0A |
CONDUIT | LF |
116.00 | 0035 | $4.540000 | $-526.64 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0036 | $614.650000 | $-4,302.55 | ||||||
2000-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0036 | $136.800000 | $-136.80 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0036 | $170.050000 | $-1,020.30 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0036 | $174.800000 | $-1,748.00 | ||||||
2070-1-0A |
CONDUIT | LF |
80.00 | 0036 | $3.060000 | $-244.80 | ||||||
2080-1-0A |
CONDUIT | LF |
492.00 | 0036 | $4.540000 | $-2,233.68 | ||||||
1970-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0037 | $406.600000 | $-1,219.80 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0037 | $614.650000 | $-1,843.95 | ||||||
2000-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0037 | $136.800000 | $-410.40 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0037 | $170.050000 | $-510.15 | ||||||
2070-1-0A |
CONDUIT | LF |
317.00 | 0037 | $3.060000 | $-970.02 | ||||||
2080-1-0A |
CONDUIT | LF |
457.00 | 0037 | $4.540000 | $-2,074.78 | ||||||
1750-1-0A |
CONDUIT | LF |
34.00 | 0038 | $3.060000 | $-104.04 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $614.650000 | $-1,229.30 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $170.050000 | $-340.10 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0038 | $174.800000 | $-349.60 | ||||||
2070-1-0A |
CONDUIT | LF |
2,010.00 | 0038 | $3.060000 | $-6,150.60 | ||||||
2080-1-0A |
CONDUIT | LF |
359.00 | 0038 | $4.540000 | $-1,629.86 | ||||||
2070-1-0A |
CONDUIT | LF |
104.00 | 0039 | $3.060000 | $-318.24 | ||||||
2070-1-0A |
CONDUIT | LF |
374.00 | 0040 | $3.060000 | $-1,144.44 | ||||||
1750-1-0A |
CONDUIT | LF |
40.00 | 0041 | $3.060000 | $-122.40 | ||||||
2070-1-0A |
CONDUIT | LF |
10.00 | 0041 | $3.060000 | $-30.60 | ||||||
2070-1-0A |
CONDUIT | LF |
162.00 | 0042 | $3.060000 | $-495.72 | ||||||
1970-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $406.600000 | $-406.60 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $614.650000 | $-1,229.30 | ||||||
2000-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0043 | $136.800000 | $-136.80 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0043 | $170.050000 | $-340.10 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0043 | $174.800000 | $-524.40 | ||||||
2070-1-0A |
CONDUIT | LF |
293.00 | 0043 | $3.060000 | $-896.58 | ||||||
2070-1-0A |
CONDUIT | LF |
70.00 | 0044 | $3.060000 | $-214.20 | ||||||
1750-1-0A |
CONDUIT | LF |
10.00 | 0045 | $3.060000 | $-30.60 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0046 | $174.800000 | $-699.20 | ||||||
2070-1-0A |
CONDUIT | LF |
538.00 | 0046 | $3.060000 | $-1,646.28 | ||||||
1970-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0047 | $406.600000 | $-813.20 | ||||||
1980-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0047 | $614.650000 | $-4,302.55 | ||||||
1990-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0047 | $56.050000 | $-56.05 | ||||||
2010-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0047 | $170.050000 | $-1,360.40 | ||||||
2030-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0047 | $174.800000 | $-1,048.80 | ||||||
2070-1-0A |
CONDUIT | LF |
1,291.00 | 0047 | $3.060000 | $-3,950.46 | ||||||
2070-1-0A |
CONDUIT | LF |
332.00 | 0049 | $3.060000 | $-1,015.92 | ||||||
1750-1-0A |
CONDUIT | LF |
60.00 | 0050 | $3.060000 | $-183.60 | ||||||
2070-1-0A |
CONDUIT | LF |
2,331.00 | 0050 | $3.060000 | $-7,132.86 | ||||||
1750-1-0A |
CONDUIT | LF |
30.00 | 0053 | $3.060000 | $-91.80 | ||||||
2170-1-0A |
Galv Steel fo Cantilever | EACH |
2.00 | 0070 | $11682.970000 | $-22,197.64 | ||||||
2240-1-0A |
105' Overhead Aluminum Truss | EACH |
1.00 | 0072 | $43998.840000 | $-41,798.90 | ||||||
2250-1-0A |
125' Overhead Aluminun Truss | EACH |
1.00 | 0072 | $68903.520000 | $-65,458.34 | ||||||
1750-10C |
CONDUIT | LF |
0.00 | 0074 | $3.060000 | $-691.56 | ||||||
1980-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0074 | $614.650000 | $-614.65 | ||||||
1990-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0074 | $56.050000 | $-56.05 | ||||||
| SUBTOT | $0.00 |
|||||||||||