|
Report_Id: 101303 Est NO 0070 |
Date:05/30/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101303 | Estimate Number | 0070 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06340) Griggs, Anthony D. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 1 VC Code VC0000019236 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 05/06/2017 TO 05/07/2018 | ||||||
| Date Approved | 05/11/2018 | ||||||
| Primary Proj Number | DE00802371003 | ||||||
| Project No. | ARRA 8200 (009) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | PLEASANT VALLEY-CAMP ERNST ROAD (KY 237) | ||||||
| Description | RECONSTRUCT AND WIDEN KY 237 FROM US 42 AT GUN POWDER TO WOODCREEK DRIVE | ||||||
| Date Let | 01/22/2010 | Formal Acceptance | 07/07/2014 | ||||
| Date Awarded | 02/23/2010 | Date Work Began | 06/10/2010 | ||||
| Date Contract Executed | 05/10/2010 | Open To Traffic | 12/01/2012 | ||||
| Date NTP Issued | 05/10/2010 | Actual Completion Date | 04/10/2013 | ||||
| Current Contract Amount | $10,345,224.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,295,822.33 |
Total Earnings | $10,192,191.07 |
$10,128,283.13 |
$63,907.94 |
|
| Percent Complete | 98.52 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $153,033.26 |
Gross Earnings | $10,192,191.07 |
$10,128,283.13 |
$63,907.94 |
|
| Total Change Orders | $1,049,402.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,192,191.07 |
$10,128,283.13 |
$63,907.94 |
|||
| Contract Id | 101303 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0070 | Project Number | ARRA 8200 (009) | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 05/06/2017 TO 05/07/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Liquidated Damages Override | Approved | 10/06/2010 | $0.00 | 0.0 | |||||
| 002 | Striping-Drainage-Fence-Signals-water line-Culvert | Approved | 08/29/2012 | $199,402.00 | 18.0 | |||||
| 003 | Non Spec Material Override | Approved | 04/01/2013 | $0.00 | 0.0 | |||||
| 006 | Utility Delay Claim Settlement | Approved | 03/19/2014 | $850,000.00 | 0.0 | |||||
| 007 | Non Spec Material-Video Pipe Inspection Deductions Override | Approved | 01/25/2016 | $0.00 | 0.0 | |||||
| 008 | Lot Pay Adjustment Override | Approved | 02/24/2017 | $0.00 | 0.0 | |||||
| 009 | Ride Quality Adjustment Override | Approved | 03/30/2017 | $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 |
||
| Contract Id | 101303 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE00802371003 | ||||||
| Estimate Nbr | 0070 | Period | 05/06/2017 TO 05/07/2018 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 1001 PAVING | |||||||
| 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 | |
| 1100 | DGA BASE | 00001 | TON | 219.00 | 219.000 | 26.440 | 26.440 | 32.00 | 846.08 | |||
| 1101 | CRUSHED STONE BASE | 00003 | TON | 27,451.00 | 27,451.000 | 590.560 | 28,420.980 | 29,011.540 | 16.00 | 9,448.96 | 464,184.64 | |
| 1102 | LIME STABILIZED ROADBED | 00013 | SQYD | 46,950.00 | 46,950.000 | 28,136.600 | 28,136.600 | 5.00 | 140,683.00 | |||
| 1103 | LIME | 00014 | TON | 871.00 | 871.000 | 450.410 | 450.410 | 147.00 | 66,210.27 | |||
| 1104 | TRAFFIC BOUND BASE | 00020 | TON | 167.00 | 167.000 | 125.130 | 125.130 | 24.00 | 3,003.12 | |||
| 1105 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1,778.00 | 1,778.000 | 7,360.670 | 7,360.670 | 15.00 | 110,410.05 | |||
| 1106 | ASPHALT SEAL AGGREGATE | 00100 | TON | 115.40 | 115.400 | 49.380 | 49.380 | 65.00 | 3,209.70 | |||
| 1107 | LEVELING & WEDGING PG64-22 | 00190 | TON | 19.00 | 19.000 | 3.530 | 3.530 | 80.00 | 282.40 | |||
| 1108 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 28,783.00 | 28,783.000 | 78.170 | 30,256.080 | 30,334.250 | 45.00 | 3,517.65 | 1,365,041.25 | |
| 1109 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 13.90 | 13.900 | 7.510 | 7.510 | 650.00 | 4,881.50 | |||
| 1110 | ASPHALT CURING SEAL | 00358 | TON | 47.00 | 47.000 | 18.280 | 18.280 | 600.00 | 10,968.00 | |||
| 1111 | JPC PAVEMENT-8 IN (REVISED: 1-20-10) | 02084 | SQYD | 770.00 | 770.000 | 1,086.180 | 1,086.180 | 50.00 | 54,309.00 | |||
| 1112 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 271.00 | 271.000 | 40.030 | 355.040 | 395.070 | 50.00 | 2,001.50 | 19,753.50 | |
| 1113 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 64.00 | 64.000 | 113.680 | 113.680 | 65.00 | 7,389.20 | |||
| 1114 | SAND FOR BLOTTER | 02702 | TON | 117.00 | 117.000 | 0.000 | 0.000 | 41.00 | 0.00 | |||
| 1115 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 4,891.00 | 4,891.000 | 128.940 | 5,991.840 | 6,120.780 | 58.00 | 7,478.52 | 355,005.24 | |
| 8051 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -3,062.500 | -3,062.500 | 1.00 | -3,062.50 | |||
| 8052 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | -1,930.000 | 0.000 | -1,930.000 | 1.00 | -1,930.00 | -1,930.00 | |
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 2000 ROADWAY | |||||||
| 2000 | PERFORATED PIPE-4 IN | 01000 | LF | 828.00 | 828.000 | 0.890 | 387.110 | 388.000 | 7.00 | 6.23 | 2,716.00 | |
| 2001 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 80.00 | 355.000 | 335.000 | 335.000 | 28.00 | 9,380.00 | |||
| 2002 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 2003 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 2004 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 2005 | STANDARD CURB AND GUTTER | 01810 | LF | 10,548.00 | 10,548.000 | 10,420.500 | 10,420.500 | 16.00 | 166,728.00 | |||
| 2006 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 287.00 | 287.000 | 282.060 | 282.060 | 80.00 | 22,564.80 | |||
| 2007 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 150.00 | 150.000 | 181.580 | 181.580 | 80.00 | 14,526.40 | |||
| 2008 | MOUNTABLE MEDIAN TYPE 3 | 01939 | SQYD | 83.00 | 83.000 | 83.110 | 83.110 | 80.00 | 6,648.80 | |||
| 2009 | REMOVE PAVEMENT | 02091 | SQYD | 3,581.00 | 3,581.000 | 978.000 | 2,570.500 | 3,548.500 | 5.00 | 4,890.00 | 17,742.50 | |
| 2010 | TEMP DITCH | 02159 | LF | 10,232.00 | 10,232.000 | 1,484.000 | 1,484.000 | 1.00 | 1,484.00 | |||
| 2011 | ROADWAY EXCAVATION | 02200 | CUYD | 186,528.00 | 186,528.000 | 186,528.000 | 186,528.000 | 4.50 | 839,376.00 | |||
| 2012 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 347.00 | 347.000 | 106.400 | 106.400 | 30.00 | 3,192.00 | |||
| 2013 | WATER | 02242 | MGAL | 340.00 | 340.000 | 115.500 | 115.500 | 16.00 | 1,848.00 | |||
| 2014 | FENCE-4 FT CHAIN LINK | 02273 | LF | 315.00 | 315.000 | 373.000 | 373.000 | 20.00 | 7,460.00 | |||
| 2015 | FENCE-6 FT CHAIN LINK | 02274 | LF | 330.00 | 330.000 | 262.000 | 262.000 | 20.00 | 5,240.00 | |||
| 2016 | DOUBLE VEHICULAR CHAIN LINK GATE | 02287 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 2017 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,800.00 | 2,800.000 | 2,511.250 | 2,511.250 | 17.00 | 42,691.25 | |||
| 2018 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 45.00 | 405.00 | |||
| 2019 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2020 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 2021 | REMOVE GUARDRAIL | 02381 | LF | 700.00 | 2,212.250 | 2,287.500 | 2,287.500 | 3.00 | 6,862.50 | |||
| 2022 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 2023 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 85.00 | 85.000 | 83.000 | 83.000 | 100.00 | 8,300.00 | |||
| 2024 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 2025 | CHANNEL LINING CLASS III | 02484 | TON | 213.00 | 213.000 | 389.500 | 389.500 | 22.00 | 8,569.00 | |||
| 2026 | CLEARING AND GRUBBING (3.7 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 66,000.00 | 66,000.00 | |||
| 2027 | CONCRETE-CLASS B | 02555 | CUYD | 111.00 | 115.380 | 116.380 | 116.380 | 300.00 | 34,914.00 | |||
| 2028 | SIGNS | 02562 | SQFT | 1,629.00 | 1,629.000 | 1,094.190 | 1,094.190 | 5.00 | 5,470.95 | |||
| 2029 | EDGE KEY | 02585 | LF | 181.00 | 181.000 | 333.000 | 333.000 | 20.00 | 6,660.00 | |||
| 2030 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 7,926.00 | 7,926.000 | 11,284.420 | 11,284.420 | 3.00 | 33,853.26 | |||
| 2031 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 20,087.00 | 20,087.000 | 12,284.640 | 12,284.640 | 2.00 | 24,569.28 | |||
| 2032 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 96,937.00 | 96,937.00 | |||
| 2033 | CROSSOVER (STA 48+02) | 02655 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,500.00 | 5,500.00 | 5,500.00 | |
| 2034 | CROSSOVER (STA 73+41) | 02655 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
| 2035 | CROSSOVER (STA 85+09) | 02655 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 5,500.00 | 5,500.00 | 5,500.00 | |
| 2036 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 2037 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 2038 | SAFELOADING | 02690 | CUYD | 3.00 | 3.000 | 7.250 | 7.250 | 95.00 | 688.75 | |||
| 2039 | TEMP SILT FENCE | 02701 | LF | 10,232.00 | 10,232.000 | 21,651.000 | 21,651.000 | 2.00 | 43,302.00 | |||
| 2040 | SILT TRAP TYPE A (REVISED: 1-20-10) | 02703 | EACH | 37.00 | 37.000 | 6.000 | 6.000 | 300.00 | 1,800.00 | |||
| 2042 | SILT TRAP TYPE B | 02704 | EACH | 37.00 | 37.000 | 71.000 | 71.000 | 100.00 | 7,100.00 | |||
| 2043 | SILT TRAP TYPE C | 02705 | EACH | 37.00 | 37.000 | 9.000 | 9.000 | 100.00 | 900.00 | |||
| 2044 | CLEAN SILT TRAP TYPE A (REVISED: 1-20-10) | 02706 | EACH | 222.00 | 222.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 2046 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 222.00 | 222.000 | 74.000 | 74.000 | 100.00 | 7,400.00 | |||
| 2047 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 222.00 | 222.000 | 3.000 | 3.000 | 32.00 | 96.00 | |||
| 2048 | CLEAN TEMP SILT FENCE | 02709 | LF | 10,232.00 | 10,232.000 | 1,515.000 | 1,515.000 | 1.00 | 1,515.00 | |||
| 2049 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,681.00 | 1,681.000 | -3.310 | 2,144.340 | 2,141.030 | 39.00 | -129.09 | 83,500.17 | |
| 2050 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 2051 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 2052 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 2053 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 785.00 | 785.000 | 220.000 | 220.000 | 26.00 | 5,720.00 | |||
| 2055 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,757.00 | 5,757.000 | 6,621.444 | 6,621.444 | 1.00 | 6,621.44 | |||
| 2056 | TEMP MULCH | 05952 | SQYD | 180,822.00 | 180,822.000 | 53,552.330 | 53,552.330 | 0.10 | 5,355.23 | |||
| 2057 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 180,822.00 | 180,822.000 | 38,309.613 | 38,309.613 | 0.20 | 7,661.92 | |||
| 2058 | TOPDRESSING FERTILIZER | 05966 | TON | 9.36 | 9.360 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 2059 | SEEDING AND PROTECTION | 05985 | SQYD | 180,822.00 | 180,822.000 | 68,462.566 | 68,462.566 | 0.31 | 21,223.39 | |||
| 2060 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 762.00 | 762.000 | 17,043.442 | 17,043.442 | 0.20 | 3,408.68 | |||
| 2061 | SODDING | 05990 | SQYD | 6,989.00 | 6,989.000 | 12,632.000 | 12,632.000 | 5.00 | 63,160.00 | |||
| 2062 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 38,179.00 | 38,179.000 | 83,383.000 | 83,383.000 | 0.10 | 8,338.30 | |||
| 2063 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 49,340.00 | 49,340.000 | 39,785.000 | 9,154.000 | 48,939.000 | 0.10 | 3,978.50 | 4,893.90 | |
| 2064 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 701.00 | 701.000 | 1,614.000 | 1,614.000 | 1.50 | 2,421.00 | |||
| 2065 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 421.00 | 421.000 | 407.000 | 407.000 | 5.00 | 2,035.00 | |||
| 2066 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 50,129.00 | 50,129.000 | 37,194.780 | 37,194.780 | 0.50 | 18,597.39 | |||
| 2067 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 357.00 | 357.000 | 153.000 | 153.000 | 1.50 | 229.50 | |||
| 2068 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 44.000 | 44.000 | 85.00 | 3,740.00 | |||
| 2069 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 2070 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 263.00 | 263.000 | 217.000 | 217.000 | 20.00 | 4,340.00 | |||
| 2071 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 372.00 | 372.000 | 428.000 | 428.000 | 20.00 | 8,560.00 | |||
| 2072 | CONCRETE-CLASS A | 08100 | CUYD | 44.58 | 44.580 | 2.860 | 58.170 | 61.030 | 350.00 | 1,001.00 | 21,360.50 | |
| 2073 | FUEL ADJUSTMENT | 10020NS | DOLL | 92,552.00 | 92,552.000 | 934.690 | 130,927.950 | 131,862.640 | 1.00 | 934.69 | 131,862.64 | |
| 2074 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 81,171.00 | 81,171.000 | -2,991.110 | 115,475.010 | 112,483.900 | 1.00 | -2,991.11 | 112,483.90 | |
| 2075 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 12.00 | 12.000 | 15.000 | 15.000 | 100.00 | 1,500.00 | |||
| 2076 | GAS & UTILITY COORDINATION | 20224NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,000.00 | 52,000.00 | |||
| 2077 | INSTALL TEMP VIDEO CAMERA | 20456NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 2078 | SAWCUT PAVEMENT | 20550ND | LF | 2,789.00 | 2,789.000 | 2,735.000 | 0.000 | 2,735.000 | 1.31 | 3,582.85 | 3,582.85 | |
| 2079 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,093.00 | 2,093.000 | 309.552 | 309.552 | 5.00 | 1,547.76 | |||
| 2080 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,784.00 | 2,784.000 | 3,268.200 | 3,268.200 | 8.00 | 26,145.60 | |||
| 2081 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 758.00 | 758.000 | 663.500 | 663.500 | 30.00 | 19,905.00 | |||
| 2082 | HYDRAULIC CONTROL STRUCTURE | 23609ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 2083 | DETENTION BASIN | 23626EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 2084 | RECONSTRUCT MANHOLE W/WATER TIGHT LID | 23645EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 1,500.000 | -12,875.000 | -11,375.000 | 1.00 | 1,500.00 | -11,375.00 | |
| 8001 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -14,310.000 | -14,310.000 | 1.00 | -14,310.00 | |||
| 8002 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 0.00 | 87.000 | 153.000 | 153.000 | 7.51 | 1,149.03 | |||
| 8003 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 3,000.000 | 1,558.000 | 1,558.000 | 2.15 | 3,349.70 | |||
| 8004 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 1,500.000 | 1,752.000 | 1,752.000 | 1.31 | 2,295.12 | |||
| 8005 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 1,500.000 | 1,242.000 | 1,242.000 | 1.31 | 1,627.02 | |||
| 8008 | FENCE-6 FT CHAIN LINK | 02274 | LF | 0.00 | 448.000 | 617.000 | 617.000 | 57.39 | 35,409.63 | |||
| 8012 | RETROFIT 4 in Underdrain behind newly installed curb and gutter | 23282EC | LF | 0.00 | 2,250.000 | 2,618.000 | 2,618.000 | 15.25 | 39,924.50 | |||
| 8013 | PERFORATED PIPE-4 IN | 01000 | LF | 0.00 | 12,000.000 | -0.030 | 5,949.030 | 5,949.000 | 5.17 | -0.15 | 30,756.33 | |
| 8014 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 0.00 | 55.000 | 17.000 | 17.000 | 135.00 | 2,295.00 | |||
| 8016 | HANDRAIL-TYPE A-2 | 02612 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 57.39 | 0.00 | |||
| 8033 | STAKING Grade Changes - Construction Revision #2 | 02726 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 3,780.00 | 0.00 | |||
| 8034 | FENCE-6 FT CHAIN LINK Vinyl Coated - Roadway | 02274 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 50.19 | 0.00 | |||
| 8035 | DOUBLE VEHICULAR CHAIN LINK GATE Vinyl Coated - Roadway | 02287 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,303.23 | 0.00 | |||
| 8036 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,548.75 | 0.00 | |||
| 8037 | TEMP GUARDRAIL | 02397 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 8038 | DELINEATOR FOR GUARDRAIL M/W | 01982 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 8.95 | 0.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 3000 DRAINAGE | |||||||
| 3000 | ENTRANCE PIPE-15 IN | 00440 | LF | 229.00 | 229.000 | 344.000 | 344.000 | 35.00 | 12,040.00 | |||
| 3001 | ENTRANCE PIPE-30 IN EQUIV | 00454 | LF | 30.00 | 30.000 | 30.000 | 30.000 | 58.00 | 1,740.00 | |||
| 3002 | CULVERT PIPE-18 IN | 00462 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 45.00 | 1,125.00 | |||
| 3003 | CULVERT PIPE-24 IN | 00464 | LF | 184.00 | 184.000 | 183.000 | 183.000 | 36.00 | 6,588.00 | |||
| 3004 | CULVERT PIPE-60 IN | 00472 | LF | 195.00 | 195.000 | 195.000 | 195.000 | 700.00 | 136,500.00 | |||
| 3005 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,024.00 | 3,024.000 | 37.000 | 3,092.500 | 3,129.500 | 35.00 | 1,295.00 | 109,532.50 | |
| 3006 | STORM SEWER PIPE-18 IN | 00522 | LF | 991.00 | 991.000 | 50.000 | 1,074.000 | 1,124.000 | 53.00 | 2,650.00 | 59,572.00 | |
| 3007 | STORM SEWER PIPE-24 IN | 00524 | LF | 468.00 | 468.000 | 478.000 | 478.000 | 53.00 | 25,334.00 | |||
| 3008 | STORM SEWER PIPE-36 IN | 00528 | LF | 547.00 | 547.000 | 577.500 | 577.500 | 72.00 | 41,580.00 | |||
| 3009 | STORM SEWER PIPE-42 IN | 00529 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 120.00 | 2,880.00 | |||
| 3010 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 3011 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2.000 | 1,500.00 | 1,500.00 | 3,000.00 | |
| 3012 | CURB BOX INLET TYPE A | 01456 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 2,500.00 | 70,000.00 | |||
| 3013 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 3014 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 3015 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 3016 | CURB BOX INLET TYPE F | 01487 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 3017 | CURB BOX INLET TY F-MOD | 23643EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 3018 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 3019 | DROP BOX INLET TY 3-SAG | 23644EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 3020 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 1.000 | 6.000 | 7.000 | 2,000.00 | 2,000.00 | 14,000.00 | |
| 3021 | DROP BOX INLET TYPE 11 MOD | 01545 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 3022 | DROP BOX INLET TYPE 13G | 01559 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 3023 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 3024 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 0.500 | 2.500 | 3.000 | 800.00 | 400.00 | 2,400.00 | |
| 3025 | STEEL REINFORCEMENT | 08150 | LB | 1,146.00 | 1,146.000 | 1,146.000 | 1,146.000 | 1.00 | 1,146.00 | |||
| 8006 | MANHOLE TYPE C MOD | 01768 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,988.66 | 10,988.66 | |||
| 8007 | CURB BOX INLET TYPE B | 01480 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,560.96 | 1,560.96 | |||
| 8032 | MAINTAIN & CONTROL TRAFFIC additional traffic control for bridge deck overlay | 21741NC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 14,566.00 | 0.00 | |||
| 8050 | NON-SPEC MATERIAL Video Pipe Inspection Deductions | 10070NS | DOLL | 0.00 | 0.001 | -19,175.000 | -19,175.000 | 1.00 | -19,175.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 4001 RETAINING WALL | |||||||
| 4100 | CONCRETE-CLASS A | 08100 | CUYD | 210.20 | 210.200 | 209.420 | 209.420 | 1,000.00 | 209,420.00 | |||
| 4101 | STEEL REINFORCEMENT | 08150 | LB | 37,805.00 | 37,805.000 | 37,805.000 | 37,805.000 | 0.50 | 18,902.50 | |||
| 4102 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 3,005.00 | 3,005.000 | 3,087.000 | 3,087.000 | 4.00 | 12,348.00 | |||
| 4103 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,803.00 | 1,803.000 | 1,595.260 | 1,595.260 | 8.00 | 12,762.08 | |||
| 4104 | PILES-STEEL HP14X89 | 08051 | LF | 2,210.00 | 2,210.000 | 2,131.610 | 2,131.610 | 60.00 | 127,896.60 | |||
| 4105 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 1,476.00 | 1,756.510 | 1,990.880 | 1,990.880 | 40.00 | 79,635.20 | |||
| 4106 | RETAINING WALL | 08018 | SQFT | 5,566.00 | 5,566.000 | 5,553.770 | 5,553.770 | 30.00 | 166,613.10 | |||
| 4107 | PRE-DRILLING FOR PILES | 08039 | LF | 528.00 | 528.000 | 528.000 | 528.000 | 130.00 | 68,640.00 | |||
| 4108 | PERFORATED PIPE-6 IN | 01001 | LF | 675.00 | 675.000 | 692.000 | 692.000 | 4.00 | 2,768.00 | |||
| 4109 | CONCRETE FORM LINER | 21119ED | SQYD | 1,184.00 | 1,184.000 | 1,177.610 | 1,177.610 | 20.00 | 23,552.20 | |||
| 8015 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 82.000 | 82.000 | 82.000 | 132.50 | 10,865.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 4002 BRIDGE | |||||||
| 4201 | CONCRETE-CLASS A | 08100 | CUYD | 350.60 | 350.600 | 11.400 | 339.200 | 350.600 | 300.00 | 3,420.00 | 105,180.00 | |
| 4202 | CONCRETE-CLASS AA | 08104 | CUYD | 126.00 | 126.000 | 5.200 | 134.200 | 139.400 | 550.00 | 2,860.00 | 76,670.00 | |
| 4203 | STEEL REINFORCEMENT | 08150 | LB | 36,396.00 | 39,776.000 | 1,173.240 | 38,602.760 | 39,776.000 | 0.75 | 879.93 | 29,832.00 | |
| 4204 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 24,769.00 | 24,769.000 | 257.343 | 24,511.657 | 24,769.000 | 1.00 | 257.34 | 24,769.00 | |
| 4205 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 295.00 | 295.000 | 295.000 | 295.000 | 100.00 | 29,500.00 | |||
| 4206 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 142.00 | 142.000 | 142.000 | 142.000 | 60.00 | 8,520.00 | |||
| 4207 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 333.00 | 333.000 | 315.510 | 315.510 | 20.00 | 6,310.20 | |||
| 4208 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 159.00 | 159.000 | 159.000 | 159.000 | 40.00 | 6,360.00 | |||
| 4209 | MASONRY COATING | 02998 | SQYD | 259.00 | 259.000 | 259.000 | 259.000 | 9.00 | 2,331.00 | |||
| 4210 | STRUCTURAL STEEL (251 LBS.) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 4211 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 196.00 | 196.000 | -0.500 | 196.500 | 196.000 | 100.00 | -50.00 | 19,600.00 | |
| 4212 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 328.60 | 328.600 | 328.600 | 328.600 | 300.00 | 98,580.00 | |||
| 4213 | EXPANSION DAM-1.5 IN NEOPRENE | 08469 | LF | 196.10 | 196.100 | 196.500 | 196.500 | 300.00 | 58,950.00 | |||
| 4214 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 207.50 | 207.500 | 207.500 | 207.500 | 250.00 | 51,875.00 | |||
| 4215 | MACHINE PREP OF SLAB | 08551 | SQYD | 584.00 | 584.000 | -8.910 | 626.300 | 617.390 | 15.00 | -133.65 | 9,260.85 | |
| 4216 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 29.80 | 29.800 | 32.460 | 32.460 | 1,250.00 | 40,575.00 | |||
| 4217 | EPOXY SAND SLURRY | 08504 | SQYD | 58.00 | 58.000 | 28.720 | 29.280 | 58.000 | 45.00 | 1,292.40 | 2,610.00 | |
| 4218 | BLAST CLEANING | 08549 | SQYD | 919.00 | 919.000 | 360.820 | 314.180 | 675.000 | 9.00 | 3,247.38 | 6,075.00 | |
| 4219 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 16.10 | 16.100 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 8039 | MAINTAIN & CONTROL TRAFFIC US 42 Bridge Deck Overlay | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 14,566.00 | 0.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 4003 BRIDGE | |||||||
| 4305 | FOUNDATION PREPARATION (ADDED: 1-20-10) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 4306 | STRUCTURE EXCAV-SOLID ROCK (ADDED: 1-20-10) | 08002 | CUYD | 25.00 | 25.000 | 15.120 | 15.120 | 200.00 | 3,024.00 | |||
| 4307 | 3-SIDED CULVERT (ADDED: 1-20-10) | 21804EN | LF | 170.00 | 170.000 | 170.000 | 170.000 | 1,500.00 | 255,000.00 | |||
| 8011 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 31.540 | 32.290 | 32.290 | 138.86 | 4,483.78 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6000 GASLINE | |||||||
| 6000 | POLYETHYLENE GAS MAIN-2 IN (REVISED: 1-12-10) | 21846EN | LF | 55.00 | 55.000 | 66.000 | 66.000 | 26.00 | 1,716.00 | |||
| 6001 | GAS MAIN-4 IN SWPC (REVISED: 1-12-10) | 23467EC | LF | 145.00 | 145.000 | 143.150 | 143.150 | 76.00 | 10,879.40 | |||
| 6002 | GAS MAIN-6 IN SWPC (REVISED: 1-12-10) | 23469EC | LF | 120.00 | 120.000 | 141.720 | 141.720 | 87.00 | 12,329.64 | |||
| 6003 | GAS MAIN-6 IN PL (REVISED: 1-12-10) | 23470EC | LF | 2,855.00 | 2,855.000 | 2,888.000 | 2,888.000 | 44.00 | 127,072.00 | |||
| 6004 | VALVE ASSEMBLY-4 IN ST (REVISED: 1-12-10) | 23737EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 6005 | VALVE ASSEMBLY-2 IN PL (REVISED: 1-12-10) | 23738EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 6006 | INSTALL M-C LONG-SIDE SERVICE PIPING-1IN (REVISED: 1-12-10) | 20811ND | EACH | 30.00 | 30.000 | 5.000 | 5.000 | 920.00 | 4,600.00 | |||
| 6007 | INST M-C SHORT-SIDE SERVICE PIPING-1 IN (REVISED: 1-12-10) | 20731ND | EACH | 4.00 | 4.000 | 9.000 | 9.000 | 350.00 | 3,150.00 | |||
| 6008 | INST M-C LONG-SIDE SERVICE PIPING-4 IN (REVISED: 1-12-10) | 22183NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,420.00 | 0.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6001 WATERLINE | |||||||
| 6100 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 118.00 | 118.000 | 122.500 | 122.500 | 50.00 | 6,125.00 | |||
| 6101 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 1,190.00 | 1,190.000 | 1,209.700 | 1,209.700 | 70.00 | 84,679.00 | |||
| 6102 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| 6103 | GATE VALVE-8 IN | 03528 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | |||
| 6104 | DUCTILE IRON BUTTERFLY VALVE-16 IN | 23723EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 6105 | ANCHOR TEE AND BLOCK 16 IN X 16 IN X 6IN | 20785ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 6106 | TEE AND BLOCK 16IN X 16 IN X 8 IN | 20786ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 6107 | BEND AND BLOCK-8 IN | 20555NC | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| 6108 | BEND AND BLOCK-16 IN (REVISED: 1-20-10) | 20789ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 6109 | CONNECT TO 8 IN | 22447NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 6110 | CONNECT TO 16 IN | 20791ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 6111 | RELOCATE FIRE HYDRANT | 03433 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 6112 | RELOCATE WATER METER | 03431 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
| 6113 | RECONNECT TO MAIN | 03438 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 6114 | RECONNECT SERVICE | 03437 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 6115 | COPPER PIPE-1 IN | 03361 | LF | 245.00 | 245.000 | 289.000 | 289.000 | 20.86 | 6,028.54 | |||
| 6116 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 200.00 | 16,000.00 | |||
| 8009 | DUCTILE IRON CROSS 16" x 8" DIP Cross | 20248NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,160.00 | 2,160.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6002 WATERLINE | |||||||
| 6201 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 220.00 | 220.000 | 193.800 | 193.800 | 70.00 | 13,566.00 | |||
| 6202 | DUCTILE IRON PIPE-20 IN | 23333EC | LF | 1,157.00 | 1,157.000 | 1,116.880 | 1,116.880 | 110.00 | 122,856.80 | |||
| 6203 | DUCTILE IRON BUTTERFLY VALVE-16 IN | 23723EC | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 6204 | BUTTERFLY VALVE AND BOX-20 IN | 21910NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,000.00 | 24,000.00 | |||
| 6205 | BEND AND BLOCK-16 IN | 20789ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 6206 | BEND AND BLOCK-20 IN (REVISED: 1-20-10) | 23728EC | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 2,000.00 | 22,000.00 | |||
| 6207 | CONNECT TO 16 IN | 20791ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 6208 | CONNECT TO 20 IN (REVISED: 1-20-10) | 23455EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 6209 | STEEL ENCASEMENT PIPE-34 IN | 23725EC | LF | 90.00 | 90.000 | 90.000 | 90.000 | 500.00 | 45,000.00 | |||
| 6210 | STEEL ENCASEMENT PIPE-36 IN | 01087 | LF | 110.00 | 110.000 | 110.000 | 110.000 | 400.00 | 44,000.00 | |||
| 6211 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 6212 | TEE AND BLOCK-16 X 16 X 16 IN (ADDED: 1-20-10) | 22820NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 6213 | PLUG AND BLOCK-16 IN (ADDED: 1-20-10) | 20793ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 8010 | DUCTILE IRON CROSS 8" x 8" DIP Cross | 20248NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 940.00 | 940.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6003 WATERLINE | |||||||
| 6301 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 4,217.00 | 4,217.000 | 4,319.740 | 4,319.740 | 50.00 | 215,987.00 | |||
| 6302 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 215.00 | 215.000 | 183.000 | 183.000 | 80.00 | 14,640.00 | |||
| 6304 | DUCTILE IRON PIPE-16 IN | 01103 | LF | 568.00 | 568.000 | 631.160 | 631.160 | 70.00 | 44,181.20 | |||
| 6305 | GATE VALVE-6 IN | 03526 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 700.00 | 6,300.00 | |||
| 6306 | GATE VALVE-8 IN | 03528 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 750.00 | 18,000.00 | |||
| 6307 | GATE VALVE-12 IN | 03532 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 6308 | DUCTILE IRON BUTTERFLY VALVE-16 IN | 23723EC | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 6309 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 700.00 | 5,600.00 | |||
| 6310 | TEE AND BLOCK 8 IN X 8 IN X 8 IN | 20552NC | EACH | 6.00 | 6.000 | 7.000 | 7.000 | 1,000.00 | 7,000.00 | |||
| 6311 | ANCHOR TEE 12 IN X 6 IN | 20823ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6312 | TEE AND BLOCK- 12 X 12 X 12 IN | 22101NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6313 | TEE AND BLOCK 16IN X 16 IN X 8 IN | 20786ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 6314 | BEND AND BLOCK-8 IN | 20555NC | EACH | 41.00 | 41.000 | 43.000 | 43.000 | 600.00 | 25,800.00 | |||
| 6315 | BEND AND BLOCK-12 IN | 20788ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 6316 | BEND AND BLOCK-16 IN | 20789ND | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 1,000.00 | 12,000.00 | |||
| 6317 | CONNECT TO 8 IN | 22447NN | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 3,000.00 | 39,000.00 | |||
| 6318 | CONNECT TO 12 IN | 20790ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 6319 | CONNECT TO 16 IN | 20791ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 6320 | RELOCATE FIRE HYDRANT | 03433 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 500.00 | 4,000.00 | |||
| 6321 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 6322 | PLUG AND BLOCK-8 IN | 20556NC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 6323 | PLUG AND BLOCK 12IN | 20865ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6324 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 6325 | REDUCER 12 IN X 8 IN | 20824ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6326 | ADJUST VALVE BOX TO GRADE | 20697ND | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 6327 | ADJUST FIRE HYDRANT | 03426 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 6328 | ADJUST WATER METER | 03427 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 6329 | RELOCATE WATER METER | 03431 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 6330 | RECONNECT TO MAIN | 03438 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 400.00 | 5,600.00 | |||
| 6331 | RECONNECT SERVICE | 03437 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 400.00 | 5,600.00 | |||
| 6332 | COPPER PIPE-3/4 IN | 03360 | LF | 76.00 | 76.000 | 66.000 | 66.000 | 18.00 | 1,188.00 | |||
| 6333 | COPPER PIPE-1 IN | 03361 | LF | 312.00 | 312.000 | 365.000 | 365.000 | 20.86 | 7,613.90 | |||
| 6334 | CAP EXIST WATER SERVICE | 23724EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 6335 | CONCRETE ENCASEMENT | 20057ES601 | LF | 293.00 | 293.000 | 293.000 | 293.000 | 40.00 | 11,720.00 | |||
| 6336 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 500.00 | 500.000 | 485.000 | 485.000 | 200.00 | 97,000.00 | |||
| 6337 | STEEL ENCASEMENT PIPE 28 IN | 20881ED | LF | 95.00 | 95.000 | 95.000 | 95.000 | 1,000.00 | 95,000.00 | |||
| 6338 | STEEL ENCASEMENT PIPE-34 IN | 23725EC | LF | 110.00 | 110.000 | 110.000 | 110.000 | 500.00 | 55,000.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6004 SEWER | |||||||
| 6401 | SEWER PIPE-8 IN | 01052 | LF | 716.00 | 716.000 | 697.000 | 697.000 | 121.00 | 84,337.00 | |||
| 6402 | SANITARY SEWER MANHOLE | 01799 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,000.00 | 8,000.00 | |||
| 6403 | SANITARY SEWER MANHOLE-DOGHOUSE | 23726EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 6404 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 6405 | REPLACE SANITARY FORCE MAIN MANHOLE | 23727EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 6406 | ABANDON AND SAFELOAD MANHOLE | 22801NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 6407 | SAFELOADING | 02690 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 6408 | PLUG-8 IN | 20507NS708 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 6409 | CONCRETE ENCASEMENT | 20057ES601 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 81.00 | 1,782.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 6005 SEWER | |||||||
| 6501 | DUCTILE IRON PIPE-36 IN | 21235ED | LF | 220.00 | 220.000 | 234.000 | 234.000 | 200.00 | 46,800.00 | |||
| 6502 | PVC PIPE-36 IN | 23729EC | LF | 222.00 | 222.000 | 185.000 | 185.000 | 200.00 | 37,000.00 | |||
| 6503 | PVC PIPE-36 IN | 23729EC | LF | 250.00 | 250.000 | 250.000 | 250.000 | 200.00 | 50,000.00 | |||
| 6504 | PVC PIPE-10 IN | 03389 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 6505 | MANHOLE-6 FT BARREL EXTENSION | 23730EC | VTFT | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 6506 | MANHOLE-5 FT | 21919NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,000.00 | 12,000.00 | |||
| 6507 | MANHOLE-4 FT | 21918NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 6508 | MANHOLE-6 FT BARREL EXTENSION | 23730EC | VTFT | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 6509 | MANHOLE-5 FT BARREL EXTENSION | 21922EN | VTFT | 16.00 | 16.000 | 14.000 | 14.000 | 200.00 | 2,800.00 | |||
| 6510 | MANHOLE-4 FT BARREL EXTENSION | 21921EN | VTFT | 24.00 | 24.000 | 20.400 | 20.400 | 100.00 | 2,040.00 | |||
| 6511 | REDUCER-36 X 24 IN | 23742EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 6512 | REDUCER-24 X 10 IN | 23731EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 6513 | BEND 22.50 DEG 10 IN | 03547 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 135.00 | 135.00 | |||
| 6514 | WYE TEE-36 X 36 X 12 IN | 23732EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 6515 | WYE TEE-36 X 36 X 6 IN | 23733EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 6516 | CAP-36 IN | 23734EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 6517 | REDUCER-12 X 10 IN | 23735EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 6518 | TIE LATERAL LINE TO NEW MANHOLE | 22990NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 6519 | SAFELOADING | 02690 | CUYD | 4.00 | 4.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 6520 | ABANDON MANHOLE | 20425ED | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| 6521 | MANHOLE-6 FT (ADDED: 1-20-10) | 23774EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 7000 SIGNALIZATION | |||||||
| 7000 | CONDUIT-1 1/4 IN | 04793 | LF | 550.00 | 550.000 | 422.000 | 422.000 | 5.00 | 2,110.00 | |||
| 7001 | CONDUIT-2 IN | 04795 | LF | 750.00 | 750.000 | 647.000 | 647.000 | 6.00 | 3,882.00 | |||
| 7002 | JUNCTION BOX TYPE B | 04811 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 7003 | TRENCHING AND BACKFILLING | 04820 | LF | 1,200.00 | 1,350.000 | 964.000 | 964.000 | 10.00 | 9,640.00 | |||
| 7004 | LOOP WIRE | 04830 | LF | 5,700.00 | 5,700.000 | 4,868.000 | 4,868.000 | 2.00 | 9,736.00 | |||
| 7005 | CABLE-NO. 14/5C | 04844 | LF | 1,900.00 | 1,900.000 | 1,891.000 | 1,891.000 | 2.00 | 3,782.00 | |||
| 7006 | CABLE-NO. 14/7C | 04845 | LF | 900.00 | 1,050.000 | 1,091.000 | 1,091.000 | 2.00 | 2,182.00 | |||
| 7007 | CABLE-NO. 14/1 PAIR | 04850 | LF | 8,000.00 | 8,000.000 | 8,812.000 | 8,812.000 | 2.00 | 17,624.00 | |||
| 7008 | STEEL STRAIN POLE | 04880 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 7009 | MESSENGER-10800 LB | 04885 | LF | 650.00 | 770.000 | 622.000 | 622.000 | 4.00 | 2,488.00 | |||
| 7010 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,200.00 | 2,200.000 | 1,819.000 | 1,819.000 | 7.00 | 12,733.00 | |||
| 7011 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 7012 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 7013 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 7014 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 7015 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 7016 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 7017 | INSTALL TEMP VIDEO CAMERA | 20456NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 400.00 | 1,600.00 | |||
| 7018 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 7019 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 24.00 | 24.000 | 18.060 | 18.060 | 700.00 | 12,642.00 | |||
| 7020 | INSTALL PEDESTAL POST | 23235EC | EACH | 1.00 | 3.000 | 2.000 | 2.000 | 700.00 | 1,400.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 7001 SIGNING | |||||||
| 7100 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 360.00 | 360.000 | 364.750 | 364.750 | 10.00 | 3,647.50 | |||
| 7101 | STEEL POST TYPE 2 | 06411 | LF | 654.00 | 654.000 | 559.500 | 559.500 | 6.00 | 3,357.00 | |||
| 8040 | STEEL POST TYPE 1 | 06410 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 7.66 | 0.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 9000 MOBILIZATION / DEMOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 424,000.00 | 424,000.00 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.990 | 0.990 | 129,000.00 | 127,710.00 | |||
| Project | DE00802371003 | Fed/State Project Number | ARRA 8200 (009) | Category | 9001 CLAIM | |||||||
| 8031 | ADMINISTRATIVE SETTLEMENT Overhead Utility Relocation Delay | 10104NX | DOLL | 0.00 | 850,000.000 | 850,000.000 | 850,000.000 | 1.00 | 850,000.00 | |||
| SUBTOT | $63,907.94 |
$10,192,191.08 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4212-1-0I |
PRECAST PC I BEAM TYPE 3 | LF |
328.60 | 0002 | $149.60839 | $46,703.25 | ||||||
4212-1-0A |
PRECAST PC I BEAM TYPE 3 | LF |
328.60 | 0027 | $149.608390 | $-46,703.25 | ||||||
| SUBTOT | $0.00 |
|||||||||||