|
Report_Id: 030772 Est NO 0054 |
Date:09/15/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 030772 | Estimate Number | 0054 | Estimate Type | PROGRESS | ||
| District Office | SOMERSET (08319) Chaney, William G., P.E. | ||||||
| Contractor | HI-VIEW LLC | ADDR SN 0 VC Code VC0000099559 | |||||
| PO BOX 1764 | |||||||
| CORBIN , KY , 40702 | |||||||
| Pay Period | 06/14/2008 TO 09/05/2008 | ||||||
| Date Approved | 09/15/2008 | ||||||
| Primary Proj Number | X100157704001 | ||||||
| Project No. | NCPD 7713 (9) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | MONTICELLO STREET (KY 1577) | ||||||
| Description | REALIGN KY1247/KY1577 TO REPLACE MONTICELLO ST UNDERPASS WITH BRIDGE OVER RAILROAD USING HIGH PERFORMANCE STEEL 70W | ||||||
| Date Let | 12/12/2003 | Formal Acceptance | 04/26/2008 | ||||
| Date Awarded | 02/02/2004 | Date Work Began | 03/22/2004 | ||||
| Date Contract Executed | 03/04/2004 | Open To Traffic | 08/24/2007 | ||||
| Date NTP Issued | 03/04/2004 | Actual Completion Date | 08/24/2007 | ||||
| Current Contract Amount | $14,096,506.06 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,757,286.86 |
Total Earnings | $13,788,182.20 |
$13,750,985.65 |
$37,196.55 |
|
| Percent Complete | 97.79 |
Stockpiled Materials | $0.01 |
$690.12 |
$-690.11 |
|
| Funds Available | $310,839.69 |
Gross Earnings | $13,788,182.21 |
$13,751,675.77 |
$36,506.44 |
|
| Total Change Orders | $1,339,219.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,785,666.37 |
$13,751,675.77 |
$33,990.60 |
|||
| Contract Id | 030772 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0054 | Project Number | NCPD 7713 (9) | |||||||
| Contractor | HI-VIEW LLC | Period | 06/14/2008 TO 09/05/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Sanitary Sewer items and Water line (Replacement) | Approved | 03/16/2005 | $115,563.00 | 6.0 | |||||
| 002 | MSE Wall Material Escalation due to Utility Delay | Approved | 08/11/2005 | $45,421.28 | 0.0 | |||||
| 003 | Delay Costs, (Prime) and various adjustment items. | Approved | 11/29/2005 | $579,340.77 | 0.0 | |||||
| 004 | Delay cost for Bridge Subcontractor, Material overrun | Approved | 02/17/2006 | $206,645.02 | 653.0 | |||||
| 005 | FUEL, ASPHALT,& STL ADJS FED AID NON-PART | Approved | 04/02/2007 | $267,560.69 | 0.0 | |||||
| 006 | Electrical changes lights and curb changes | Approved | 08/08/2007 | $124,688.44 | 699.0 | |||||
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 |
||
| X100157704001 | 0070 | FABRIC-GEOTEXTILE TYPE IV | NON-SPEC MATERIAL DEDUCTION | 0054 | -2,083.25 |
$0.48 |
$-1,004.75 |
||
| X100157704001 | 0070 | FABRIC-GEOTEXTILE TYPE IV | NON-SPEC MATERIAL DEDUCTION | 0054 | -1,875.00 |
$0.48 |
$-904.31 |
||
| X100157704001 | 0076 | MODIFIED CURB AND GUTTER | NON-SPEC MATERIAL DEDUCTION | 0054 | -41.84 |
$14.50 |
$-606.78 |
||
| Contract Id | 030772 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | X100157704001 | ||||||
| Estimate Nbr | 0054 | Period | 06/14/2008 TO 09/05/2008 | |||||||
| Contractor | HI-VIEW LLC | |||||||||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | 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 | |
| 0001 | GRANULAR EMBANKMENT | 02223 | CUYD | 40.00 | 40.000 | 76.220 | 76.220 | 35.00 | 2,667.70 | |||
| 0002 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 22.00 | 22.000 | 468.450 | 468.450 | 76.00 | 35,602.20 | |||
| 0003 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 250.00 | 3,750.00 | |||
| 0004 | CONCRETE-CLASS A | 08100 | CUYD | 76.00 | 76.000 | 77.000 | 77.000 | 240.00 | 18,480.00 | |||
| 0005 | STEEL REINFORCEMENT | 08150 | LB | 7,897.00 | 7,897.000 | 7,897.000 | 7,897.000 | 0.59 | 4,659.23 | |||
| 0006 | FOUNDATION PREPARATION (CULVERT) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0007 | ROADWAY EXCAVATION | 02200 | CUYD | 184,770.00 | 184,770.000 | 184,803.190 | 184,803.190 | 4.50 | 831,614.35 | |||
| 0008 | GRANULAR EMBANKMENT | 02223 | CUYD | 27,216.00 | 27,216.000 | 29,393.000 | 29,393.000 | 10.00 | 293,930.00 | |||
| 0009 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 593.00 | 593.000 | 1,453.270 | 1,453.270 | 30.00 | 43,598.10 | |||
| 0011 | WATER | 02242 | MGAL | 1,200.00 | 1,200.000 | 84.760 | 84.760 | 0.01 | 0.84 | |||
| 0012 | CONCRETE-CLASS A | 08100 | CUYD | 26.77 | 26.770 | 27.473 | 27.473 | 800.00 | 21,978.40 | |||
| 0013 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 13.50 | 13.500 | 9.122 | 9.122 | 1,000.00 | 9,122.00 | |||
| 0014 | CONCRETE-CLASS B | 02555 | CUYD | 93.00 | 93.000 | 103.480 | 103.480 | 320.00 | 33,113.60 | |||
| 0015 | STEEL REINFORCEMENT | 08150 | LB | 1,039.00 | 1,039.000 | 1,039.000 | 1,039.000 | 1.00 | 1,039.00 | |||
| 0016 | SAFELOADING | 02690 | CUYD | 3.00 | 3.000 | 13.650 | 13.650 | 250.00 | 3,412.50 | |||
| 0017 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,000.00 | 20,000.000 | 37,129.500 | 37,129.500 | 0.15 | 5,569.42 | |||
| 0018 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 50,000.00 | 50,000.000 | 32,458.000 | 32,458.000 | 0.15 | 4,868.70 | |||
| 0019 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 5,107.00 | 5,107.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0020 | SIGNS | 02562 | SQFT | 500.00 | 500.000 | 539.000 | 539.000 | 7.00 | 3,773.00 | |||
| 0021 | BARRICADE-TYPE III | 02014 | EACH | 10.00 | 10.000 | 15.000 | 15.000 | 185.00 | 2,775.00 | |||
| 0022 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,822.50 | 2,822.500 | 2,800.000 | 2,800.000 | 10.45 | 29,260.00 | |||
| 0023 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 48.00 | 288.00 | |||
| 0024 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0025 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 560.00 | 560.00 | |||
| 0026 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 520.00 | 520.00 | |||
| 0027 | GUARDRAIL CONNECTOR TO BRIDGE END TY D | 02378 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,210.00 | 2,420.00 | |||
| 0028 | REMOVE GUARDRAIL | 02381 | LF | 1,818.00 | 1,818.000 | 1,837.500 | 1,837.500 | 1.85 | 3,399.37 | |||
| 0029 | REMOVE PAVEMENT | 02091 | SQYD | 1,986.00 | 1,986.000 | 1,973.880 | 1,973.880 | 4.00 | 7,895.52 | |||
| 0030 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0031 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,612.00 | 1,612.000 | 1,593.000 | 1,593.000 | 43.00 | 68,499.00 | |||
| 0032 | STORM SEWER PIPE-18 INCH | 00522 | LF | 5,132.00 | 5,132.000 | 5,048.500 | 5,048.500 | 45.00 | 227,182.50 | |||
| 0033 | STORM SEWER PIPE-24 INCH | 00524 | LF | 723.00 | 723.000 | 713.000 | 713.000 | 58.00 | 41,354.00 | |||
| 0034 | STORM SEWER PIPE-30 INCH | 00526 | LF | 723.00 | 723.000 | 731.500 | 731.500 | 60.00 | 43,890.00 | |||
| 0035 | STORM SEWER PIPE-36 INCH | 00528 | LF | 431.00 | 431.000 | 431.000 | 431.000 | 65.00 | 28,015.00 | |||
| 0036 | PERFORATED PIPE-4 INCH | 01000 | LF | 475.00 | 475.000 | 139.000 | 139.000 | 8.00 | 1,112.00 | |||
| 0037 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 32.00 | 32.000 | 189.000 | 189.000 | 8.00 | 1,512.00 | |||
| 0038 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0039 | CURB BOX INLET TYPE A | 01456 | EACH | 68.00 | 68.000 | 64.000 | 64.000 | 2,700.00 | 172,800.00 | |||
| 0040 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0041 | DROP BOX INLET TYPE 3 | 01496 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,600.00 | 15,600.00 | |||
| 0042 | DROP BOX INLET TYPE 13G | 01559 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0043 | DROP BOX INLET TYPE 12A | 01550 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 220.00 | 11,000.00 | |||
| 0044 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,600.00 | 5,200.00 | |||
| 0045 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0046 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0047 | JUNCTION BOX-18 INCH | 01642 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
| 0048 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0049 | JUNCTION BOX-30 INCH | 01644 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 0050 | JUNCTION BOX-36 INCH | 01645 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,350.00 | 4,050.00 | |||
| 0051 | SPRING BOX INLET TYPE A | 01660 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 0052 | MANHOLE TYPE A | 01756 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,650.00 | 9,900.00 | |||
| 0053 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 0055 | SEEDING AND PROTECTION | 05985 | SQYD | 54,187.00 | 54,187.000 | 49,604.231 | 49,604.231 | 0.26 | 12,897.10 | |||
| 0056 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 23,479.00 | 23,479.000 | 6,849.110 | 6,849.110 | 0.20 | 1,369.82 | |||
| 0057 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 9,459.00 | 9,459.000 | 9,822.778 | 9,822.778 | 0.24 | 2,357.46 | |||
| 0058 | SODDING | 05990 | SQYD | 15,463.00 | 15,463.000 | 11,246.430 | 11,246.430 | 3.75 | 42,174.11 | |||
| 0059 | EROSION CONTROL BLANKET | 05950 | SQYD | 18,122.00 | 18,122.000 | 3,285.021 | 3,285.021 | 1.15 | 3,777.77 | |||
| 0060 | SILT TRAP TYPE B | 02704 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0061 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0062 | SILT CHECK | 02705 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0063 | CLEAN SILT CHECK | 02708 | EACH | 36.00 | 36.000 | 2.000 | 2.000 | 25.00 | 50.00 | |||
| 0064 | TEMPORARY SILT FENCE | 02701 | LF | 7,832.00 | 7,832.000 | 4,869.500 | 4,869.500 | 5.00 | 24,347.50 | |||
| 0065 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 15,664.00 | 15,664.000 | 106.000 | 106.000 | 1.50 | 159.00 | |||
| 0066 | SILT CHECK TY II (MOD) | 09277 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0067 | CLEAN SILT CHECK TY II (MOD) | 09278 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0068 | CHANNEL LINING CLASS II | 02483 | TON | 952.00 | 952.000 | 398.160 | 398.160 | 11.25 | 4,479.30 | |||
| 0069 | CHANNEL LINING CLASS III | 02484 | TON | 1,419.00 | 1,419.000 | 830.950 | 830.950 | 12.25 | 10,179.13 | |||
| 0070 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 115,000.00 | 115,000.000 | 67,455.770 | 67,455.770 | 1.50 | 101,183.65 | |||
| 0071 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 152.00 | 152.000 | 152.000 | 152.000 | 42.00 | 6,384.00 | |||
| 0072 | HANDRAIL-TYPE A-1 | 02611 | LF | 18.00 | 0.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 0074 | STANDARD HEADER CURB | 01875 | LF | 143.00 | 143.000 | 475.100 | 475.100 | 22.00 | 10,452.20 | |||
| 0075 | STANDARD INTEGRAL CURB | 01830 | LF | 511.00 | 511.000 | 581.500 | 581.500 | 18.00 | 10,467.00 | |||
| 0076 | MODIFIED CURB AND GUTTER | 07610 | LF | 15,029.00 | 15,029.000 | 14,503.600 | 14,503.600 | 14.50 | 210,302.20 | |||
| 0077 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 5,965.00 | 5,965.000 | 6,170.194 | 6,170.194 | 28.00 | 172,765.43 | |||
| 0078 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 1,794.00 | 1,794.000 | 2,102.165 | 2,102.165 | 50.00 | 105,108.25 | |||
| 0079 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 126.00 | 126.000 | 593.776 | 593.776 | 42.00 | 24,938.59 | |||
| 0080 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 67.00 | 67.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0081 | D G A BASE | 00001 | TON | 12,698.00 | 12,698.000 | 16,349.880 | 16,349.880 | 12.00 | 196,198.56 | |||
| 0082 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 648.00 | 648.000 | 648.000 | 648.000 | 10.00 | 6,480.00 | |||
| 0083 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,238.00 | 1,238.000 | 1,505.550 | 1,505.550 | 35.00 | 52,694.25 | |||
| 0084 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 7,708.00 | 7,708.000 | 3,323.980 | 3,323.980 | 33.00 | 109,691.34 | |||
| 0085 | CL3 ASPH BASE 0.75D PG70-22 | 00224 | TON | 5,540.00 | 5,540.000 | -1,019.360 | 5,095.860 | 4,076.500 | 35.00 | -35,677.60 | 142,677.50 | |
| 0086 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 11,313.00 | 11,313.000 | 10,380.880 | 10,380.880 | 33.00 | 342,569.04 | |||
| 0087 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | TON | 1,042.00 | 1,042.000 | 1,458.930 | 1,458.930 | 38.00 | 55,439.34 | |||
| 0088 | CL3 ASPH SURF 0.50A PG70-22 | 00331 | TON | 2,771.00 | 2,771.000 | 1,019.360 | 1,866.030 | 2,885.390 | 41.00 | 41,793.76 | 118,300.99 | |
| 0089 | CLEARING AND GRUBBING (56 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,000.00 | 56,000.00 | |||
| 0090 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0091 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0092 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0266 | BORE & JACK NEED SUPPLEMENTAL DESCRIPTION - | 92462EC | LF | 156.00 | 156.000 | 157.000 | 157.000 | 600.00 | 94,200.00 | |||
| 0267 | ROACK ROADBED | 07611 | CUYD | 30,694.00 | 30,694.000 | 28,766.800 | 28,766.800 | 10.00 | 287,668.00 | |||
| 0268 | DRY LAID STONE RETAINING WALL | 07609 | LF | 587.00 | 587.000 | 656.500 | 656.500 | 300.00 | 196,950.00 | |||
| 8001 | EW~ GENERAL DELAY COSTS - PRIME | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 499,500.00 | 499,500.00 | |||
| 8002 | EW~ DELAY COSTS - MATERIAL ESCALATION | 10098NX | DOLL | 0.00 | 10,000.000 | 17,873.180 | 17,873.180 | 1.00 | 17,873.18 | |||
| 8003 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 1.000 | 9,580.430 | 0.000 | 9,580.430 | 1.00 | 9,580.43 | 9,580.43 | |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 106,632.900 | 5,322.020 | 97,201.100 | 102,523.120 | 1.00 | 5,322.02 | 102,523.12 | |
| 8005 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 78,166.440 | -22,110.110 | 98,624.660 | 76,514.550 | 1.00 | -22,110.11 | 76,514.55 | |
| 8006 | STEEL PRICE ADJUSTMENT Roadway Items | 10100NS | DOLL | 0.00 | 0.000 | -10,120.030 | 10,120.030 | 0.000 | 1.00 | -10,120.03 | 0.00 | |
| 8009 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 0.00 | 70.000 | 88.610 | 88.610 | 45.00 | 3,987.45 | |||
| 8010 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8054 | EW~ SUBCONTRACTOR | 10098NX | DOLL | 0.00 | 47,400.000 | 49,319.750 | 49,319.750 | 1.00 | 49,319.75 | |||
| 8055 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,860.00 | 5,720.00 | |||
| 8061 | HANDRAIL-TYPE A | 02619 | LF | 0.00 | 95.000 | 95.000 | 95.000 | 72.00 | 6,840.00 | |||
| 8062 | EW~ CONCRETE CURB | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,792.00 | 6,792.00 | |||
| 8063 | EW~ DRAINAGE REVISION | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,140.00 | 15,140.00 | |||
| 8065 | EW~ SIDEWALK RAMP W PAVERS | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,740.00 | 3,740.00 | |||
| 8068 | EW~ REPAIR BUILDING | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,868.00 | 6,868.00 | |||
| 8070 | EW~ LOWER WATERLINE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,732.94 | 1,732.94 | |||
| 8071 | RETAINING WALL | 20352MD | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,994.00 | 3,994.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0003 BRIDGE | |||||||
| 0093 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,724.00 | 1,724.000 | 1,368.852 | 1,368.852 | 22.60 | 30,936.05 | |||
| 0094 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 580.00 | 580.000 | 735.689 | 735.689 | 76.00 | 55,912.36 | |||
| 0095 | MASONRY COATING | 02998 | SQYD | 4,101.00 | 4,101.000 | 3,280.060 | 3,280.060 | 7.40 | 24,272.44 | |||
| 0096 | CONCRETE-CLASS A | 08100 | CUYD | 1,437.70 | 1,437.700 | 1,432.720 | 1,432.720 | 240.00 | 343,852.80 | |||
| 0097 | CONCRETE-CLASS AA | 08104 | CUYD | 1,828.10 | 1,828.100 | 1,828.100 | 1,828.100 | 394.00 | 720,271.40 | |||
| 0098 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 958.00 | 958.000 | 958.000 | 958.000 | 18.75 | 17,962.50 | |||
| 0099 | PILES-STEEL HP14X73 | 08050 | LF | 624.00 | 624.000 | 609.620 | 609.620 | 30.00 | 18,288.60 | |||
| 0100 | PILE POINTS-14 INCH | 08095 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 100.00 | 1,200.00 | |||
| 0101 | TEST PILES | 08033 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 30.00 | 1,800.00 | |||
| 0102 | STEEL REINF-EPOXY COATED | 08151 | LB | 434,860.00 | 434,860.000 | 434,860.000 | 434,860.000 | 0.63 | 273,961.80 | |||
| 0103 | STEEL REINFORCEMENT | 08150 | LB | 221,978.00 | 221,978.000 | 222,134.000 | 222,134.000 | 0.59 | 131,059.06 | |||
| 0104 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,534.20 | 1,534.200 | 1,534.197 | 1,534.197 | 152.25 | 233,581.49 | |||
| 0105 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,237.00 | 1,237.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 0111 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 161.30 | 161.300 | 161.300 | 161.300 | 55.00 | 8,871.50 | |||
| 0112 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | LF | 158.00 | 158.000 | 158.000 | 158.000 | 200.00 | 31,600.00 | |||
| 0113 | RETAINING WALL | 08018 | SQFT | 12,857.00 | 12,857.000 | 12,857.000 | 12,857.000 | 40.00 | 514,280.00 | |||
| 0115 | STRUCTURAL STEEL | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,558,317.00 | 2,558,317.00 | |||
| 0116 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 62,000.00 | 62,000.00 | |||
| 0117 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0118 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,500.00 | 27,500.00 | |||
| 0269 | DRAIN PIPE-6 INCH FIBERGLASS | 08820 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 85.00 | 5,610.00 | |||
| 0270 | DRAIN PIPE-8 INCH FIBERGLASS | 08821 | LF | 370.00 | 370.000 | 370.000 | 370.000 | 93.50 | 34,595.00 | |||
| 0271 | DRILLED SHAFT 72 INCH COMM | 07446 | LF | 72.00 | 72.000 | 70.890 | 70.890 | 580.00 | 41,116.20 | |||
| 0272 | DRILLED SHAFT 72 INCH ROCK | 07447 | LF | 36.00 | 36.000 | 39.280 | 39.280 | 1,510.00 | 59,312.80 | |||
| 0273 | SUBSURFACE EXPLOR BORINGS | 07327 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0274 | CHAIN LINK ENCLOSURE | 07448 | LF | 657.00 | 657.000 | 657.000 | 657.000 | 50.00 | 32,850.00 | |||
| 8000 | EW~ DELAY COSTS-MSE RET. WALL | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 45,421.28 | 45,421.28 | |||
| 8007 | STEEL PRICE ADJUSTMENT | 10100NS | DOLL | 0.00 | 0.000 | -17,441.090 | 17,441.090 | 0.000 | 1.00 | -17,441.09 | 0.00 | |
| 8012 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 140.000 | 140.000 | 140.000 | 137.20 | 19,208.00 | |||
| 8013 | EW~ Bridge Delay Costs | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 190,755.52 | 190,755.52 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0005 UTILITY | |||||||
| 0119 | DUCTILE IRON PIPE-24 INCH | 01111 | LF | 407.00 | 407.000 | 385.500 | 385.500 | 102.00 | 39,321.00 | |||
| 0120 | PVC PIPE-8 INCH | 03387 | LF | 2,403.00 | 3,103.000 | 2,535.500 | 2,535.500 | 52.00 | 131,846.00 | |||
| 0121 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 494.00 | 494.000 | 481.000 | 481.000 | 55.00 | 26,455.00 | |||
| 0122 | SANITARY SEWER MANHOLE | 01799 | EACH | 23.00 | 32.000 | 25.000 | 25.000 | 2,800.00 | 70,000.00 | |||
| 0123 | SANITARY SEWER MANHOLE | 01799 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,480.00 | 22,400.00 | |||
| 0124 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 271.00 | 271.000 | 252.970 | 252.970 | 180.00 | 45,534.60 | |||
| 0125 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 371.00 | 4,081.00 | |||
| 0126 | TIE-IN 8 INCH | 03468 | EACH | 1.00 | 3.000 | 1.000 | 1.000 | 1,595.00 | 1,595.00 | |||
| 0127 | TIE-IN 8 INCH | 03468 | EACH | 3.00 | 6.000 | 6.000 | 6.000 | 1,450.00 | 8,700.00 | |||
| 0128 | TIE-IN | 03479 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,260.00 | 4,520.00 | |||
| 0129 | TIE-IN 10 INCH | 03470 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 1,755.00 | 7,020.00 | |||
| 0130 | TIE-IN 8 INCH | 03468 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 1,450.00 | 2,900.00 | |||
| 0131 | TIE-IN 6 INCH | 03466 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,390.00 | 0.00 | |||
| 0132 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 780.00 | 0.00 | |||
| 0133 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 805.00 | 805.00 | |||
| 0134 | PLUG PIPE | 01314 | EACH | 10.00 | 11.000 | 8.000 | 8.000 | 830.00 | 6,640.00 | |||
| 0135 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 855.00 | 855.00 | |||
| 0136 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,540.00 | 3,080.00 | |||
| 0137 | RECONNECT SEWER SERVICE | 03444 | EACH | 11.00 | 11.000 | 12.000 | 12.000 | 915.00 | 10,980.00 | |||
| 0138 | RECONNECT SEWER SERVICE | 03444 | EACH | 1.00 | 1.000 | 5.000 | 5.000 | 940.00 | 4,700.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0007 GAS RELOCATION | |||||||
| 0139 | GAS LINE-4 INCH | 03404 | LF | 5,044.00 | 5,044.000 | 5,510.200 | 5,510.200 | 64.00 | 352,652.80 | |||
| 0140 | GAS LINE-2 INCH | 03400 | LF | 3,358.00 | 3,358.000 | 3,357.930 | 3,357.930 | 58.00 | 194,759.94 | |||
| 0141 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | LF | 325.00 | 325.000 | 327.000 | 327.000 | 93.00 | 30,411.00 | |||
| 0142 | STEEL ENCASEMENT PIPE-10 INCH | 01067 | LF | 442.00 | 442.000 | 426.000 | 426.000 | 103.00 | 43,878.00 | |||
| 0147 | TIE-IN 4 INCH | 03464 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0148 | TIE-IN 2 INCH | 03463 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0149 | REDUCER | 09041 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0150 | TIE-IN 4 INCH | 03464 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 950.00 | 2,850.00 | |||
| 0151 | TIE-IN 4 INCH | 03464 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 3,500.00 | 35,000.00 | |||
| 0152 | TIE-IN 2 INCH | 03463 | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 2,250.00 | 31,500.00 | |||
| 0153 | REDUCER | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75.00 | 75.00 | |||
| 0154 | TIE-IN 2 INCH | 03463 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 525.00 | 1,575.00 | |||
| 0155 | TIE-IN 4 INCH | 03464 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0159 | RECONNECT SERVICE | 03437 | EACH | 25.00 | 25.000 | 16.000 | 16.000 | 1,400.00 | 22,400.00 | |||
| 0275 | GAS REGULATOR STATION #1 | 07623 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,500.00 | 18,500.00 | |||
| 0276 | GAS REGULATOR STATION #2 | 07623 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0277 | BALL VALVE 4 IN | 09525 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 1,150.00 | 17,250.00 | |||
| 0278 | BALL VALVE 2 IN | 09525 | EACH | 13.00 | 13.000 | 18.000 | 18.000 | 600.00 | 10,800.00 | |||
| 0279 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 3/4 IN | 09979 | EACH | 1.00 | 1.000 | 9.000 | 9.000 | 200.00 | 1,800.00 | |||
| 0280 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 2 IN | 09979 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 450.00 | 6,300.00 | |||
| 0281 | CAP, PLUG & ABANDON (EXIST GAS MAIN) 4 IN | 09979 | EACH | 13.00 | 13.000 | 7.000 | 7.000 | 700.00 | 4,900.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0009 WATERLINE | |||||||
| 0161 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 421.00 | 421.000 | 456.000 | 456.000 | 68.00 | 31,008.00 | |||
| 0162 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 2,277.00 | 2,277.000 | 2,286.000 | 2,286.000 | 46.00 | 105,156.00 | |||
| 0163 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 202.00 | 20,200.00 | |||
| 0164 | PVC PIPE-8 INCH | 03387 | LF | 1,398.00 | 1,568.000 | 1,536.800 | 1,536.800 | 23.00 | 35,346.40 | |||
| 0165 | PVC PIPE-6 INCH | 03385 | LF | 4,106.00 | 4,411.000 | 4,520.550 | 4,520.550 | 21.00 | 94,931.55 | |||
| 0166 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 59.00 | 59.000 | 59.000 | 59.000 | 189.00 | 11,151.00 | |||
| 0167 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | LF | 118.00 | 118.000 | 118.000 | 118.000 | 110.00 | 12,980.00 | |||
| 0168 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 219.00 | 279.000 | 248.160 | 248.160 | 97.00 | 24,071.52 | |||
| 0169 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | LF | 243.00 | 243.000 | 246.320 | 246.320 | 88.00 | 21,676.16 | |||
| 0170 | GATE VALVE-16 INCH | 03536 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,024.00 | 4,024.00 | |||
| 0171 | GATE VALVE-12 INCH | 03532 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,765.00 | 3,530.00 | |||
| 0172 | GATE VALVE-6 INCH | 03526 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 728.00 | 5,824.00 | |||
| 0173 | GATE VALVE-8 INCH | 03528 | EACH | 3.00 | 4.000 | 5.000 | 5.000 | 896.00 | 4,480.00 | |||
| 0175 | AIR RELEASE VALVE | 03495 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 823.00 | 2,469.00 | |||
| 0176 | FIRE HYDRANT | 02606 | EACH | 3.00 | 4.000 | 8.000 | 8.000 | 2,712.00 | 21,696.00 | |||
| 0177 | REDUCER (PROP 16 IN TO PROP 20 IN) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,770.00 | 2,770.00 | |||
| 0181 | TIE-IN 8 INCH (TO PROP 8 IN) | 03468 | EACH | 1.00 | 2.000 | 4.000 | 4.000 | 3,430.00 | 13,720.00 | |||
| 0182 | TIE-IN 6 INCH (TO PROP 6 IN) | 03466 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,911.00 | 2,911.00 | |||
| 0184 | TIE-IN 12 INCH | 03472 | EACH | 8.00 | 9.000 | 9.000 | 9.000 | 4,202.00 | 37,818.00 | |||
| 0185 | REDUCER (PROP 8 IN TO EXIST 6 IN) | 09041 | EACH | 2.00 | 4.000 | 3.000 | 3.000 | 2,289.00 | 6,867.00 | |||
| 0186 | TIE-IN 8 INCH (TO EXIST 8 IN) | 03468 | EACH | 2.00 | 3.000 | 3.000 | 3.000 | 2,553.00 | 7,659.00 | |||
| 0187 | TIE-IN 6 INCH (TO EXIST 6 IN) | 03466 | EACH | 9.00 | 10.000 | 12.000 | 12.000 | 2,135.00 | 25,620.00 | |||
| 0188 | REDUCER (PROP 6 IN TO EXIST 12 IN) | 09041 | EACH | 1.00 | 3.000 | 3.000 | 3.000 | 3,920.00 | 11,760.00 | |||
| 0189 | TIE-IN (PROP 16 IN TO EXIST 16 IN) | 03479 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,980.00 | 9,980.00 | |||
| 0190 | REDUCER (EXIST. 16 IN TO PROP 20 IN) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,342.00 | 12,342.00 | |||
| 0191 | REDUCER (EXIST 6 IN TO PROP 20 IN | 09041 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0192 | REDUCER (EXIST 1 IN TO PROP 6 IN ) | 09041 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,087.00 | 0.00 | |||
| 0193 | CUT & CAP EXIST WATER MAIN 6 | 03550 | EACH | 12.00 | 14.000 | 15.000 | 15.000 | 556.00 | 8,340.00 | |||
| 0194 | CUT & CAP EXIST WATER MAIN 8 | 03550 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 591.00 | 1,182.00 | |||
| 0195 | CUT & CAP EXIST WATER MAIN 12 | 03550 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 662.00 | 5,296.00 | |||
| 0196 | CUT & CAP EXIST WATER MAIN 16 | 03550 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 785.00 | 1,570.00 | |||
| 0197 | RECONNECT SERVICE | 03437 | EACH | 44.00 | 44.000 | 35.000 | 35.000 | 740.00 | 25,900.00 | |||
| 0282 | DUCTILE IRON PIPE - 20 INCH | 09946 | EACH | 1,181.00 | 1,181.000 | 1,090.500 | 1,090.500 | 72.00 | 78,516.00 | |||
| 0283 | REDUCER (PROP 6 IN TO PROP 8 IN) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,041.00 | 1,041.00 | |||
| 0284 | REDUCER (PROP 6 IN TO PROP 12 IN ) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,208.00 | 1,208.00 | |||
| 0285 | REDUCER (PROP 6 IN TO PROP 20 IN) | 09041 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,904.00 | 3,808.00 | |||
| 0286 | REDUCER (PROP 8 IN TO PROP 6 IN) | 09041 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,058.00 | 3,174.00 | |||
| 0315 | LEAK DETECT VALVE ARRANGEMENT (12 IN) | 07624 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,432.00 | 1,432.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0011 UTILITY RELOCATION (GAS, SEWER, WATER) | |||||||
| 0198 | VALVE-6 INCH | 03496 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,452.00 | 0.00 | |||
| 0200 | PVC PIPE-4 INCH | 03383 | LF | 100.00 | 100.000 | 580.600 | 580.600 | 42.00 | 24,385.20 | |||
| 0201 | PVC PIPE-6 INCH | 03385 | LF | 100.00 | 100.000 | 218.500 | 218.500 | 45.00 | 9,832.50 | |||
| 0202 | COPPER PIPE-3/4 INCH | 03360 | LF | 100.00 | 1,170.000 | 1,205.000 | 1,205.000 | 14.85 | 17,894.25 | |||
| 0287 | GAS SERVICE 3/4 INCH (POLYETHYLENE) | 09764 | LF | 100.00 | 100.000 | 721.000 | 721.000 | 20.00 | 14,420.00 | |||
| 0288 | PAVEMENT RESTORATION | 09302 | LF | 500.00 | 500.000 | 1,805.930 | 1,805.930 | 29.50 | 53,274.93 | |||
| 0289 | SIDEWALK RESTORATION | 07625 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 24.15 | 0.00 | |||
| 0290 | REM ASBESTOS CEMENT WATERLINE | 09219 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 19.00 | 0.00 | |||
| 0291 | EXPLORATION | 09913 | HOUR | 10.00 | 10.000 | 21.000 | 21.000 | 154.50 | 3,244.50 | |||
| 8008 | SERVICE TUBING-1 INCH | 94112EC | LF | 0.00 | 350.000 | 350.000 | 350.000 | 16.50 | 5,775.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0013 TELEPHONE | |||||||
| 0207 | CONDUIT-4 INCH (PLASTIC) | 04799 | LF | 312.00 | 312.000 | 312.000 | 312.000 | 19.93 | 6,218.16 | |||
| 0209 | D G A BASE (COMPACTED 4 IN) | 00001 | TON | 4.20 | 4.200 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0292 | SIDEWALK-4 INCH CONCRETE | 07626 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0293 | CONC SIDEWALK & BASE REMOVAL 4 IN | 07627 | SQFT | 212.00 | 212.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0015 LANDSCAPING | |||||||
| 0211 | SYCAMORE | 09197 | EACH | 72.00 | 72.000 | 75.000 | 75.000 | 17.25 | 1,293.75 | |||
| 0213 | WHITE ASH | 09102 | EACH | 72.00 | 72.000 | 75.000 | 75.000 | 17.25 | 1,293.75 | |||
| 0214 | BUR OAK | 09376 | EACH | 72.00 | 72.000 | 75.000 | 75.000 | 18.90 | 1,417.50 | |||
| 0215 | SANDBAR WILLOWS | 09202 | EACH | 107.00 | 107.000 | 110.000 | 110.000 | 17.90 | 1,969.00 | |||
| 0294 | BLACK WALNUT | 09199 | EACH | 72.00 | 72.000 | 75.000 | 75.000 | 17.90 | 1,342.50 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0017 ORNAMENTAL SIDEWALK LIGHTING | |||||||
| 0216 | CONDUIT-2 INCH | 04795 | LF | 370.00 | 370.000 | 190.000 | 190.000 | 4.78 | 908.20 | |||
| 0217 | CONDUIT-1 1/4 INCH | 04793 | LF | 11,330.00 | 11,330.000 | 9,861.000 | 9,861.000 | 2.98 | 29,385.78 | |||
| 0218 | CONDUIT-1/2 INCH | 04790 | LF | 110.00 | 110.000 | 147.000 | 147.000 | 1.29 | 189.63 | |||
| 0224 | HPS LUMINAIRE (240 V) | 04770 | EACH | 51.00 | 51.000 | 51.000 | 51.000 | 38.03 | 1,939.53 | |||
| 0238 | JUNCTION BOX (WEATHERPROOF) | 01650 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 431.00 | 862.00 | |||
| 0240 | GROUND ROD | 06901 | EACH | 50.00 | 50.000 | 49.000 | 49.000 | 47.71 | 2,337.79 | |||
| 0241 | TRENCHING AND BACKFILLING | 04820 | LF | 6,000.00 | 6,000.000 | 4,863.000 | 4,863.000 | 3.29 | 15,999.27 | |||
| 0242 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 15.84 | 15.840 | 14.700 | 14.700 | 300.00 | 4,410.00 | |||
| 0295 | LONG SWEEP ELLS (2 IN PVC) | 07612 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 46.13 | 92.26 | |||
| 0296 | LONG SWEEP ELLS (1 1/4 IN PVC) | 07612 | EACH | 222.00 | 222.000 | 189.000 | 189.000 | 43.05 | 8,136.45 | |||
| 0297 | LONG SWEEP ELLS (1/2 IN PVC) | 07612 | EACH | 55.00 | 55.000 | 49.000 | 49.000 | 34.58 | 1,694.42 | |||
| 0298 | LIGHTING FIXTURE W/POLE (STRENBERG) | 07613 | EACH | 48.00 | 48.000 | 49.000 | 49.000 | 2,209.51 | 108,265.99 | |||
| 0299 | LIGHTING FIXTURE W/POLE (STRENBERG) | 07613 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 823.00 | 1,646.00 | |||
| 0300 | STANDED WIRE INSULATED #10 (W/ 600V IN | 07614 | LF | 6,600.00 | 6,600.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
| 0301 | STANDED WIRE INSULATED #10 (W/ 600V INS | 07614 | LF | 6,600.00 | 6,600.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
| 0302 | STANDED WIRE INSULATED #10 (W/ 600 V IN | 07614 | LF | 6,600.00 | 6,600.000 | 18,240.000 | 18,240.000 | 0.53 | 9,667.20 | |||
| 0303 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | LF | 6,600.00 | 6,600.000 | 980.000 | 980.000 | 0.41 | 401.80 | |||
| 0304 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | LF | 6,600.00 | 6,600.000 | 980.000 | 980.000 | 0.41 | 401.80 | |||
| 0305 | STANDED WIRE INSULATED #12 (W/ 600V IN | 07615 | LF | 6,600.00 | 6,600.000 | 980.000 | 980.000 | 0.41 | 401.80 | |||
| 0306 | WIRE FOR GROUND BARE COPPER #6 SOLID | 07616 | LF | 100.00 | 100.000 | 216.000 | 216.000 | 0.67 | 144.72 | |||
| 0307 | BREAKER BOX (200 AMPS) (WEATHERPROOF) | 07617 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,821.00 | 3,642.00 | |||
| 0308 | BREAKERS (240 V 2 POLE - 30 AMP) | 07618 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 32.50 | 195.00 | |||
| 0309 | BREAKERS (120 V SINGLE POLE- 20 AMP) | 07618 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 27.00 | 216.00 | |||
| 0310 | UNDERGROUND SERVICE METER BASE (KU) | 07619 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 36.48 | 72.96 | |||
| 0311 | GFCI RECEPTACLE (20 AMP) | 07620 | EACH | 48.00 | 48.000 | 49.000 | 49.000 | 55.00 | 2,695.00 | |||
| 0312 | CONDUIT JUN BOX GFCI RECEPT | 07621 | EACH | 48.00 | 48.000 | 49.000 | 49.000 | 243.60 | 11,936.40 | |||
| 0316 | METERING STRUCTURE | 07622 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 839.00 | 1,678.00 | |||
| 8056 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 4,950.00 | 0.00 | |||
| 8057 | FUSED CONNECTOR KIT | 04780 | EACH | 0.00 | 153.000 | 131.000 | 131.000 | 93.50 | 12,248.50 | |||
| 8058 | WIRE-NO. 8 | 04833 | LF | 0.00 | 6,000.000 | 7,120.000 | 7,120.000 | 1.09 | 7,760.80 | |||
| 8059 | WIRE-NO. 4 | 04835 | LF | 0.00 | 11,800.000 | 11,216.000 | 11,216.000 | 1.64 | 18,394.24 | |||
| 8060 | WIRE-NO. 2 | 04836 | LF | 0.00 | 13,500.000 | 13,901.000 | 13,901.000 | 2.24 | 31,138.24 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0019 SIGNALIZATION | |||||||
| 0243 | CONDUIT-1 1/4 INCH | 04793 | LF | 390.00 | 390.000 | 310.000 | 310.000 | 8.00 | 2,480.00 | |||
| 0244 | CONDUIT-2 INCH | 04795 | LF | 333.00 | 333.000 | 400.000 | 400.000 | 10.00 | 4,000.00 | |||
| 0245 | CONDUIT-3 INCH | 04797 | LF | 302.00 | 302.000 | 300.000 | 300.000 | 15.00 | 4,500.00 | |||
| 0246 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 0247 | TRENCHING AND BACKFILLING | 04820 | LF | 1,025.00 | 1,025.000 | 100.000 | 100.000 | 4.00 | 400.00 | |||
| 0248 | LOOP WIRE | 04830 | LF | 2,756.00 | 2,756.000 | 5,028.000 | 5,028.000 | 0.50 | 2,514.00 | |||
| 0249 | CABLE-NO. 14/5C | 04844 | LF | 2,796.00 | 2,796.000 | 3,490.000 | 3,490.000 | 1.25 | 4,362.50 | |||
| 0250 | CABLE-NO. 14/7C | 04845 | LF | 923.00 | 923.000 | 1,130.000 | 1,130.000 | 1.35 | 1,525.50 | |||
| 0251 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,174.00 | 1,174.000 | 1,550.000 | 1,550.000 | 1.50 | 2,325.00 | |||
| 0252 | MAST ARM POLE | 04881 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 13,849.00 | 55,396.00 | |||
| 0253 | SIGNAL PEDESTAL | 04882 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,156.00 | 2,156.00 | |||
| 0254 | MESSENGER-10800 LB | 04885 | LF | 725.00 | 725.000 | 746.000 | 746.000 | 3.25 | 2,424.50 | |||
| 0255 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,383.00 | 1,383.000 | 2,004.000 | 2,004.000 | 8.00 | 16,032.00 | |||
| 0256 | PEDESTRIAN DETECTOR | 04900 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 125.00 | 2,000.00 | |||
| 0257 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,850.00 | 7,400.00 | |||
| 0258 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,700.00 | 21,600.00 | |||
| 0259 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0262 | INST PEDESTRIAN HEAD-LED | 09619 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
| 0313 | INSTALL SIGNAL (LED) (3 SECTION) | 09618 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 200.00 | 4,800.00 | |||
| 0314 | INSTALL SIGNAL (LED) (5 SECTION) | 09618 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 225.00 | 675.00 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0021 TRAINEE | |||||||
| 0263 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 3,000.00 | 3,000.000 | 699.250 | 699.250 | 1.00 | 699.25 | |||
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0023 MOB / DEMOB | |||||||
| 0264 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 366,237.00 | 366,237.00 | |||
| 0265 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 0.500 | 183,118.95 | 45,779.73 | 91,559.47 | |
| Project | X100157704001 | Fed/State Project Number | NCPD 7713 (9) | Category | 0024 FUEL & ASPHALT ADJUSTMENT NON PARTICIPATING | |||||||
| 8050 | FUEL ADJUSTMENT Non-Participating | 10020NS | DOLL | 0.00 | 28,475.000 | -3,099.350 | 26,710.310 | 23,610.960 | 1.00 | -3,099.35 | 23,610.96 | |
| 8051 | ASPHALT ADJUSTMENT Non-Participating | 10030NS | DOLL | 0.00 | 12,812.000 | -4,392.340 | 12,117.080 | 7,724.740 | 1.00 | -4,392.34 | 7,724.74 | |
| 8052 | STEEL PRICE ADJUSTMENT Roadway Items, Non-Participating | 10100NS | DOLL | 0.00 | 10,120.030 | 10,120.030 | 0.000 | 10,120.030 | 1.00 | 10,120.03 | 10,120.03 | |
| 8053 | STEEL PRICE ADJUSTMENT Bridge, Non-Participating | 10100NS | DOLL | 0.00 | 17,441.090 | 17,441.090 | 0.000 | 17,441.090 | 1.00 | 17,441.09 | 17,441.09 | |
| SUBTOT | $37,196.54 |
$13,788,182.09 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0022-2-0I |
S FACE GUARDRAIL | LF |
350.00 | 0001 | $0.00001 | $0.00 | ||||||
0022-2-1I |
S FACE GUARDRAIL | LF |
2,472.50 | 0001 | $7.760000 | $19,186.60 | ||||||
0023-1-0I |
TERMINAL SECTION NO 1 | EACH |
6.00 | 0001 | $0.000010 | $0.00 | ||||||
0023-1-1I |
TERMINAL SECTION NO 1 | EACH |
3.00 | 0001 | $19.670000 | $59.01 | ||||||
0024-1-0I |
TYPE 3 END TREATMENT | EACH |
2.00 | 0001 | $66.500000 | $133.00 | ||||||
0025-1-0I |
TYPE 7 END TREATMENT | EACH |
1.00 | 0001 | $275.500000 | $275.50 | ||||||
0026-1-0I |
TYPE A END TREATMENT | EACH |
2.00 | 0001 | $390.000000 | $780.00 | ||||||
0027-1-0I |
TYPE D BRIDGE END CONNECTOR | EACH |
2.00 | 0001 | $513.000000 | $1,026.00 | ||||||
0035-1-0I |
36 IN STORM SEWER | LF |
30.00 | 0001 | $0.000010 | $0.00 | ||||||
0035-1-1I |
36 IN STORM SEWER | LF |
401.00 | 0001 | $17.030000 | $6,829.03 | ||||||
0115-1-0I |
RAW STEEL | LB |
1,646,767.00 | 0001 | $0.363000 | $596,499.74 | ||||||
0119-1-0I |
SEWERLINE STOCKPILE 24 IN D.I. | LF |
385.50 | 0001 | $0.000010 | $0.00 | ||||||
0119-1-1I |
SEWERLINE STOCKPILE 24 IN D.I. | LF |
21.50 | 0001 | $23.190000 | $498.54 | ||||||
0120-5-0I |
SEWERLINE STOCKPILE 8 IN PVC | LF |
1,511.00 | 0001 | $0.000010 | $0.00 | ||||||
0120-5-1I |
SEWERLINE STOCKPILE 8 IN PVC | LF |
892.00 | 0001 | $23.150000 | $20,649.80 | ||||||
0121-1-0I |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
494.00 | 0001 | $0.000010 | $0.00 | ||||||
0121-1-1I |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
494.00 | 0001 | $23.140000 | $11,431.16 | ||||||
0122-1-0I |
MANHOLE COVERS | EACH |
16.00 | 0001 | $0.000010 | $0.00 | ||||||
0122-1-1I |
MANHOLE COVERS | EACH |
7.00 | 0001 | $163.140000 | $1,141.98 | ||||||
0124-1-0I |
SEWERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
110.00 | 0001 | $0.000010 | $0.00 | ||||||
0124-1-1I |
SEWERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
70.00 | 0001 | $23.150000 | $1,620.50 | ||||||
0164-1-0I |
WATERLINE STOCKPILE 8 IN PVC | LF |
535.00 | 0001 | $0.000010 | $0.00 | ||||||
0164-1-1I |
WATERLINE STOCKPILE 8 IN PVC | LF |
863.00 | 0001 | $60.550000 | $52,250.45 | ||||||
0165-1-0I |
WATERLINE STOCKPILE 6 IN PVC | LF |
3,102.30 | 0001 | $0.000010 | $0.00 | ||||||
0165-1-1I |
WATERLINE STOCKPILE 6 IN PVC | LF |
3,102.30 | 0001 | $19.590000 | $60,774.03 | ||||||
0168-1-0I |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
100.10 | 0001 | $0.000010 | $0.00 | ||||||
0168-1-1I |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
178.90 | 0001 | $60.510000 | $10,825.23 | ||||||
0169-1-0I |
WATERLINE STOCKPILE 12 IN STEEL ENCASE | LF |
176.00 | 0001 | $0.000010 | $0.00 | ||||||
0169-1-1I |
WATERLINE STOCKPILE 12 IN STEEL ENCASE | LF |
67.00 | 0001 | $60.510000 | $4,054.17 | ||||||
0268-1-0I |
DRY LAID STONE | LF |
587.00 | 0001 | $21.000000 | $12,327.00 | ||||||
0282-1-0I |
WATERLINE STOCKPILE 20 IN D.I. | LF |
1,090.50 | 0001 | $0.000010 | $0.00 | ||||||
0282-1-1I |
WATERLINE STOCKPILE 20 IN D.I. | LF |
90.50 | 0001 | $60.510000 | $5,476.15 | ||||||
0115-1-1I |
RAW STEEL | LB |
1,652,000.00 | 0003 | $0.363000 | $356,448.03 | ||||||
0298-1-0I |
Sternberg Lighting | EACH |
48.00 | 0007 | $2209.510000 | $101,366.17 | ||||||
0115-2-0I |
RAW STEEL | LB |
1.00 | 0013 | $50155.150000 | $50,155.15 | ||||||
0031-1-0I |
Storm Sewer 15 inch | LF |
142.00 | 0034 | $7.530000 | $1,036.71 | ||||||
0032-1-0I |
Storm Sewer 18 inch | LF |
1,474.00 | 0034 | $9.240000 | $12,938.00 | ||||||
0033-1-0I |
Storm Sewer 24 inch | LF |
56.00 | 0034 | $11.660000 | $642.47 | ||||||
0165-1-2I |
WATERLINE STOCKPILE 6 IN PVC | LF |
1,684.00 | 0039 | $19.590000 | $32,989.56 | ||||||
0022-2-0A |
S FACE GUARDRAIL | LF |
350.00 | 0001 | $0.000010 | $0.00 | ||||||
0023-1-0A |
TERMINAL SECTION NO 1 | EACH |
6.00 | 0001 | $0.000010 | $0.00 | ||||||
0035-1-0A |
36 IN STORM SEWER | LF |
30.00 | 0001 | $0.000010 | $0.00 | ||||||
0119-1-0A |
SEWERLINE STOCKPILE 24 IN D.I. | LF |
385.50 | 0001 | $0.000010 | $0.00 | ||||||
0120-5-0A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
1,511.00 | 0001 | $0.000010 | $0.00 | ||||||
0122-1-0A |
MANHOLE COVERS | EACH |
16.00 | 0001 | $0.000010 | $0.00 | ||||||
0124-1-0A |
SEWERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
110.00 | 0001 | $0.000010 | $0.00 | ||||||
0164-1-0A |
WATERLINE STOCKPILE 8 IN PVC | LF |
535.00 | 0001 | $0.000010 | $0.00 | ||||||
0165-1-0A |
WATERLINE STOCKPILE 6 IN PVC | LF |
3,102.30 | 0001 | $0.000010 | $0.00 | ||||||
0168-1-0A |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
100.10 | 0001 | $0.000010 | $0.00 | ||||||
0169-1-0A |
WATERLINE STOCKPILE 12 IN STEEL ENCASE | LF |
176.00 | 0001 | $0.000010 | $0.00 | ||||||
0282-1-0A |
WATERLINE STOCKPILE 20 IN D.I. | LF |
1,090.50 | 0001 | $0.000010 | $0.00 | ||||||
0121-1-0A |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
391.00 | 0007 | $0.000010 | $0.00 | ||||||
0122-1-1A |
MANHOLE COVERS | EACH |
1.00 | 0007 | $163.140000 | $-163.14 | ||||||
0124-1-1A |
SEWERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
70.00 | 0007 | $23.150000 | $-1,620.50 | ||||||
0120-5-1A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
15.00 | 0008 | $23.150000 | $-347.25 | ||||||
0121-1-0A |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
53.00 | 0008 | $0.000010 | $0.00 | ||||||
0035-1-1A |
36 IN STORM SEWER | LF |
160.00 | 0009 | $17.030000 | $-2,724.80 | ||||||
0120-5-1A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
236.00 | 0009 | $23.150000 | $-5,463.40 | ||||||
0122-1-1A |
MANHOLE COVERS | EACH |
1.00 | 0009 | $163.140000 | $-163.14 | ||||||
0035-1-1A |
36 IN STORM SEWER | LF |
115.00 | 0010 | $17.030000 | $-1,958.45 | ||||||
0120-5-1A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
275.00 | 0010 | $23.150000 | $-6,366.25 | ||||||
0122-1-1A |
MANHOLE COVERS | EACH |
1.00 | 0010 | $163.140000 | $-163.14 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
62.25 | 0010 | $19.590000 | $-1,219.48 | ||||||
0120-5-1A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
196.50 | 0011 | $23.150000 | $-4,548.97 | ||||||
0122-1-1A |
MANHOLE COVERS | EACH |
2.00 | 0011 | $163.140000 | $-326.28 | ||||||
0164-1-1A |
WATERLINE STOCKPILE 8 IN PVC | LF |
308.00 | 0011 | $60.550000 | $-18,647.90 | ||||||
0120-5-1A |
SEWERLINE STOCKPILE 8 IN PVC | LF |
169.50 | 0012 | $23.150000 | $-3,923.92 | ||||||
0122-1-1A |
MANHOLE COVERS | EACH |
2.00 | 0012 | $163.140000 | $-326.28 | ||||||
0164-1-1A |
WATERLINE STOCKPILE 8 IN PVC | LF |
92.80 | 0012 | $60.550000 | $-5,618.59 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
50.00 | 0012 | $19.590000 | $-979.50 | ||||||
0168-1-1A |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
43.06 | 0012 | $60.510000 | $-2,605.56 | ||||||
0164-1-1A |
WATERLINE STOCKPILE 8 IN PVC | LF |
22.00 | 0013 | $60.550000 | $-1,331.99 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
1,095.00 | 0013 | $19.590000 | $-21,451.04 | ||||||
0169-1-1A |
WATERLINE STOCKPILE 12 IN STEEL ENCASE | LF |
67.00 | 0013 | $60.510000 | $-4,054.17 | ||||||
0121-1-0A |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
37.00 | 0014 | $0.000010 | $0.00 | ||||||
0164-1-1A |
WATERLINE STOCKPILE 8 IN PVC | LF |
440.20 | 0014 | $60.550000 | $-26,651.97 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
140.00 | 0014 | $19.590000 | $-2,742.60 | ||||||
0168-1-1A |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
80.00 | 0014 | $60.510000 | $-4,840.80 | ||||||
0115-1-0A |
RAW STEEL | LB |
0.40 | 0015 | $0.363000 | $-0.14 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
11.00 | 0015 | $19.590000 | $-215.49 | ||||||
0168-1-1A |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
25.00 | 0026 | $60.510000 | $-1,512.75 | ||||||
0022-2-1A |
S FACE GUARDRAIL | LF |
487.50 | 0027 | $7.760000 | $-3,783.00 | ||||||
0026-1-0A |
TYPE A END TREATMENT | EACH |
1.00 | 0027 | $390.000000 | $-390.00 | ||||||
0027-1-0A |
TYPE D BRIDGE END CONNECTOR | EACH |
1.00 | 0027 | $513.000000 | $-513.00 | ||||||
0035-1-1A |
36 IN STORM SEWER | LF |
17.00 | 0027 | $17.030000 | $-289.51 | ||||||
0165-1-1A |
WATERLINE STOCKPILE 6 IN PVC | LF |
60.00 | 0027 | $19.590000 | $-1,175.40 | ||||||
0022-2-1A |
S FACE GUARDRAIL | LF |
175.00 | 0028 | $7.760000 | $-1,358.00 | ||||||
0022-2-1A |
S FACE GUARDRAIL | LF |
350.00 | 0029 | $7.760000 | $-2,716.00 | ||||||
0027-1-0A |
TYPE D BRIDGE END CONNECTOR | EACH |
1.00 | 0029 | $513.000000 | $-513.00 | ||||||
0035-1-1A |
36 IN STORM SEWER | LF |
100.00 | 0032 | $17.030000 | $-1,703.00 | ||||||
0268-1-0A |
DRY LAID STONE | LF |
116.00 | 0032 | $21.000000 | $-2,436.00 | ||||||
0268-1-0A |
DRY LAID STONE | LF |
264.00 | 0033 | $21.000000 | $-5,544.00 | ||||||
0033-1-0A |
Storm Sewer 24 inch | LF |
50.00 | 0034 | $11.660000 | $-573.63 | ||||||
0268-1-0A |
DRY LAID STONE | LF |
79.75 | 0034 | $21.000000 | $-1,674.75 | ||||||
0031-1-0A |
Storm Sewer 15 inch | LF |
88.00 | 0036 | $7.530000 | $-642.47 | ||||||
0032-1-0A |
Storm Sewer 18 inch | LF |
548.00 | 0036 | $9.240000 | $-4,810.06 | ||||||
0031-1-0A |
Storm Sewer 15 inch | LF |
22.00 | 0037 | $7.530000 | $-160.62 | ||||||
0032-1-0A |
Storm Sewer 18 inch | LF |
502.00 | 0037 | $9.240000 | $-4,406.29 | ||||||
0031-1-0A |
Storm Sewer 15 inch | LF |
24.00 | 0038 | $7.530000 | $-175.22 | ||||||
0032-1-0A |
Storm Sewer 18 inch | LF |
309.00 | 0038 | $9.240000 | $-2,712.24 | ||||||
0035-1-1A |
36 IN STORM SEWER | LF |
9.00 | 0038 | $17.030000 | $-153.27 | ||||||
0032-1-0A |
Storm Sewer 18 inch | LF |
93.00 | 0039 | $9.240000 | $-816.31 | ||||||
0268-1-0A |
DRY LAID STONE | LF |
127.25 | 0040 | $21.000000 | $-2,672.25 | ||||||
0298-1-0A |
Sternberg Lighting | EACH |
4.00 | 0041 | $2209.510000 | $-8,447.18 | ||||||
0022-2-1A |
S FACE GUARDRAIL | LF |
175.00 | 0042 | $7.760000 | $-1,358.00 | ||||||
0022-2-1A |
S FACE GUARDRAIL | LF |
1,262.50 | 0043 | $7.760000 | $-9,797.00 | ||||||
0025-1-0A |
TYPE 7 END TREATMENT | EACH |
1.00 | 0043 | $275.500000 | $-275.50 | ||||||
0298-1-0A |
Sternberg Lighting | EACH |
17.00 | 0043 | $2209.510000 | $-35,900.52 | ||||||
0024-1-0A |
TYPE 3 END TREATMENT | EACH |
1.00 | 0044 | $66.500000 | $-66.50 | ||||||
0298-1-0A |
Sternberg Lighting | EACH |
27.00 | 0044 | $2209.510000 | $-57,018.47 | ||||||
0032-1-0A |
Storm Sewer 18 inch | LF |
22.00 | 0053 | $9.240000 | $-193.10 | ||||||
0115-11C |
RAW STEEL | LB |
0.00 | 0015 | $0.215768 | $-356,448.03 | ||||||
0115-20C |
RAW STEEL | LB |
0.00 | 0015 | $50155.150000 | $-50,155.15 | ||||||
0115-10C |
RAW STEEL | LB |
0.00 | 0018 | $0.362225 | $-596,499.60 | ||||||
0121-10C |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
0.00 | 0019 | $0.000000 | $0.00 | ||||||
0119-11C |
SEWERLINE STOCKPILE 24 IN D.I. | LF |
0.00 | 0034 | $23.187907 | $-498.54 | ||||||
0121-11C |
SEWERLINE STOCKPILE 8 IN. D.I. | LF |
0.00 | 0034 | $23.140000 | $-11,431.16 | ||||||
0031-10C |
Storm Sewer 15 inch | LF |
0.00 | 0039 | $7.300775 | $-58.40 | ||||||
0033-10C |
Storm Sewer 24 inch | LF |
0.00 | 0039 | $11.472679 | $-68.84 | ||||||
0165-11C |
WATERLINE STOCKPILE 6 IN PVC | LF |
0.00 | 0039 | $19.589991 | $-32,990.52 | ||||||
0165-13C |
WATERLINE STOCKPILE 6 IN PVC | LF |
0.00 | 0039 | $19.590000 | $0.00 | ||||||
0168-11C |
WATERLINE STOCKPILE 16 IN STEEL ENCASE | LF |
0.00 | 0039 | $60.509950 | $-1,866.12 | ||||||
0282-11C |
WATERLINE STOCKPILE 20 IN D.I. | LF |
0.00 | 0039 | $60.509945 | $-5,476.15 | ||||||
0165-12C |
WATERLINE STOCKPILE 6 IN PVC | LF |
0.00 | 0040 | $19.590000 | $-32,989.56 | ||||||
0022-21C |
S FACE GUARDRAIL | LF |
0.00 | 0054 | $7.760000 | -174.60 | $-174.60 | |||||
0023-11C |
TERMINAL SECTION NO 1 | EACH |
0.00 | 0054 | $19.670000 | -59.01 | $-59.01 | |||||
0024-10C |
TYPE 3 END TREATMENT | EACH |
0.00 | 0054 | $66.500000 | -66.50 | $-66.50 | |||||
0026-10C |
TYPE A END TREATMENT | EACH |
0.00 | 0054 | $390.000000 | -390.00 | $-390.00 | |||||
| SUBTOT | $0.01 |
|||||||||||