|
Report_Id: 091310 Est NO 0062 |
Date:05/13/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091310 | Estimate Number | 0062 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03300) Spidel, Travis M. P.E. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 4 VC Code VC0000097588 | |||||
| LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 04/20/2013 TO 05/03/2013 | ||||||
| Date Approved | 05/13/2013 | ||||||
| Primary Proj Number | DE1140NEW0910 | ||||||
| Project No. | NH 0031 (006) | ||||||
| Primary County | WARREN | ||||||
| Name of Road | WILLIAM H. NATCHER PARKWAY EXTENSION | ||||||
| Description | FROM KY 884 TO US 231 AT DYE FORD ROAD | ||||||
| Date Let | 11/20/2009 | Formal Acceptance | 03/07/2013 | ||||
| Date Awarded | 12/18/2009 | Date Work Began | 01/27/2010 | ||||
| Date Contract Executed | 01/08/2010 | Open To Traffic | 10/29/2011 | ||||
| Date NTP Issued | 01/08/2010 | Actual Completion Date | 10/29/2011 | ||||
| Current Contract Amount | $29,430,751.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $29,312,882.39 |
Total Earnings | $27,857,563.86 |
$27,755,650.35 |
$101,913.51 |
|
| Percent Complete | 94.65 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $1,573,187.32 |
Gross Earnings | $27,857,563.85 |
$27,755,650.34 |
$101,913.51 |
|
| Total Change Orders | $117,868.78 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $27,857,563.85 |
$27,755,650.34 |
$101,913.51 |
|||
| Contract Id | 091310 | Change Order Summary |
County | WARREN | ||||||
| Estimate Nbr | 0062 | Project Number | NH 0031 (006) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 04/20/2013 TO 05/03/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lot Pay,Ride Quality,Liqu Dam,Fuel&Asphalt,Non Spec Override | Approved | 02/05/2010 | $0.01 | 0.0 | |||||
| 002 | Value Engineering I-65 Bridge | Approved | 06/21/2010 | $-29,461.16 | 0.0 | |||||
| 003 | Planning Loops, Crash Cushion, and Bridge Ride Quality | Approved | 06/22/2010 | $123,455.74 | 0.0 | |||||
| 004 | Guardrail and Perforated Pipe Headwalls | Approved | 03/16/2011 | $23,874.40 | 0.0 | |||||
| 005 | Revised Completion Date | Approved | 06/29/2011 | $0.00 | 15.0 | |||||
| 006 | Revised Completion Date- Shared Completion with Surfacing | Approved | 11/17/2011 | $0.00 | 74.0 | |||||
| 007 | Barrier Enhancement Under Natcher | Approved | 01/16/2013 | $-0.21 | 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 | 091310 | COMMONWEALTH OF KENTUCKY |
County | WARREN | ||||||
| Contract Type | GRIS GRADE & DRAIN WITH INCIDENTAL SURF | TRANSPORTATION CABINET |
Primary Project Number | DE1140NEW0910 | ||||||
| Estimate Nbr | 0062 | Period | 04/20/2013 TO 05/03/2013 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 2000 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 | |
| 2000 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10,111.00 | 10,111.000 | 19,226.710 | 19,226.710 | 14.00 | 269,173.94 | |||
| 2001 | LEVELING & WEDGING PG64-22 | 00190 | TON | 166.00 | 166.000 | 958.490 | 958.490 | 59.00 | 56,550.91 | |||
| 2002 | PERFORATED PIPE-4 IN | 01000 | LF | 34,966.00 | 34,966.000 | 26,439.000 | 26,439.000 | 4.48 | 118,446.72 | |||
| 2003 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,139.00 | 3,139.000 | 1,535.000 | 1,535.000 | 9.50 | 14,582.50 | |||
| 2004 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 2005 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 19.00 | 19.000 | 10.000 | 10.000 | 395.00 | 3,950.00 | |||
| 2006 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 70.00 | 70.000 | 40.000 | 40.000 | 405.00 | 16,200.00 | |||
| 2007 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 22.00 | 22.000 | 8.000 | 8.000 | 405.00 | 3,240.00 | |||
| 2008 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2009 | LIP CURB AND GUTTER | 01820 | LF | 1,261.00 | 1,261.000 | 0.000 | 0.000 | 16.55 | 0.00 | |||
| 2010 | ISLAND INTEGRAL CURB | 01845 | LF | 185.00 | 185.000 | 0.000 | 0.000 | 52.41 | 0.00 | |||
| 2011 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 1,236.00 | 1,236.000 | 4,242.650 | 4,242.650 | 55.07 | 233,642.73 | |||
| 2012 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 147.00 | 147.000 | 232.000 | 232.000 | 4.35 | 1,009.20 | |||
| 2013 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 53.00 | 53.000 | 164.000 | 164.000 | 4.35 | 713.40 | |||
| 2014 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 426.00 | 426.000 | 32.000 | 32.000 | 5.90 | 188.80 | |||
| 2015 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 36.00 | 36.000 | 61.000 | 61.000 | 5.90 | 359.90 | |||
| 2016 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,850.00 | 1,850.000 | 4,300.000 | 4,300.000 | 2.20 | 9,460.00 | |||
| 2017 | BARRICADE-TYPE III NON-PARTICIPATING;(REVISED: 11-12-09) | 02014 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 2018 | REMOVE PAVEMENT | 02091 | SQYD | 1,760.00 | 1,760.000 | 1,132.000 | 1,132.000 | 5.00 | 5,660.00 | |||
| 2019 | WATER | 02242 | MGAL | 890.00 | 890.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 2020 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 36,935.00 | 36,935.000 | 36,041.050 | 36,041.050 | 4.33 | 156,057.74 | |||
| 2021 | REMOVE FENCE | 02265 | LF | 15,784.00 | 15,784.000 | 15,836.000 | 15,836.000 | 1.95 | 30,880.20 | |||
| 2022 | FENCE-8 FT CHAIN LINK | 02275 | LF | 220.00 | 220.000 | 203.000 | 203.000 | 27.50 | 5,582.50 | |||
| 2023 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 12,837.50 | 12,637.500 | 11,941.750 | 11,941.750 | 13.91 | 166,109.74 | |||
| 2024 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 275.00 | 275.000 | 275.000 | 275.000 | 24.95 | 6,861.25 | |||
| 2025 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 38.65 | 77.30 | |||
| 2026 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,094.00 | 12,564.00 | |||
| 2027 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,764.00 | 9,528.00 | |||
| 2028 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 1.000 | 4.000 | 4.000 | 2,255.00 | 9,020.00 | |||
| 2029 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 19.00 | 19.000 | 22.000 | 22.000 | 515.00 | 11,330.00 | |||
| 2030 | REMOVE GUARDRAIL | 02381 | LF | 8,285.00 | 8,285.000 | 9,850.000 | 9,850.000 | 1.67 | 16,449.50 | |||
| 2031 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 27.00 | 27.000 | 21.000 | 21.000 | 1,815.00 | 38,115.00 | |||
| 2032 | TEMP GUARDRAIL | 02397 | LF | 1,900.00 | 1,900.000 | 1,275.000 | 1,275.000 | 3.40 | 4,335.00 | |||
| 2033 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 74.00 | 74.000 | 97.000 | 97.000 | 84.10 | 8,157.70 | |||
| 2034 | WITNESS POST | 02432 | EACH | 8.00 | 8.000 | 99.000 | 99.000 | 56.40 | 5,583.60 | |||
| 2035 | CLEAN SINKHOLE | 02469 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 2036 | FILL AND CAP SINKHOLE | 02471 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 2037 | CHANNEL LINING CLASS II | 02483 | TON | 519.00 | 519.000 | 3,705.670 | 3,705.670 | 23.80 | 88,194.94 | |||
| 2038 | CHANNEL LINING CLASS III | 02484 | TON | 1,240.00 | 1,240.000 | 971.090 | 971.090 | 23.80 | 23,111.94 | |||
| 2039 | CLEARING AND GRUBBING (228 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 2040 | SIGNS | 02562 | SQFT | 1,887.00 | 1,887.000 | 1,339.150 | 1,339.150 | 7.00 | 9,374.05 | |||
| 2041 | EDGE KEY | 02585 | LF | 276.00 | 276.000 | 150.000 | 150.000 | 36.50 | 5,475.00 | |||
| 2042 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 32,270.00 | 32,270.000 | 14,181.560 | 14,181.560 | 1.15 | 16,308.79 | |||
| 2043 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 5,585.00 | 5,585.000 | 6,077.860 | 6,077.860 | 1.20 | 7,293.43 | |||
| 2044 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 18,862.00 | 18,862.000 | 13,700.957 | 13,700.957 | 2.00 | 27,401.91 | |||
| 2045 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 514,000.00 | 0.00 | |||
| 2046 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 96,445.00 | 96,445.00 | |||
| 2047 | LANE CLOSURE | 02653 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 2048 | CROSSOVER | 02655 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 2049 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 7,500.00 | 45,000.00 | |||
| 2050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 2051 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 385.00 | 385.000 | 215.720 | 215.720 | 27.40 | 5,910.72 | |||
| 2052 | SILT TRAP TYPE A | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 2053 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 390,000.00 | 390,000.00 | |||
| 2054 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 2055 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 2056 | CRASH CUSHION REPL ELEMENTS | 02892 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2057 | RELOCATE CRASH CUSHION | 02898 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,425.00 | 7,125.00 | |||
| 2058 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 2.000 | 0.000 | 0.000 | 6,775.00 | 0.00 | |||
| 2059 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 21,000.00 | 21,000.000 | 12,120.000 | 12,120.000 | 9.80 | 118,776.00 | |||
| 2060 | TUBULAR MARKERS | 03225 | EACH | 69.00 | 69.000 | 208.000 | 208.000 | 50.00 | 10,400.00 | |||
| 2061 | SHADE TREE SEEDLING | 05599 | EACH | 940.00 | 940.000 | 940.000 | 940.000 | 8.40 | 7,896.00 | |||
| 2062 | EROSION CONTROL BLANKET | 05950 | SQYD | 151,216.00 | 151,216.000 | 37,331.698 | 37,331.698 | 0.95 | 35,465.11 | |||
| 2063 | TOPDRESSING FERTILIZER | 05966 | TON | 21.90 | 21.900 | 22.000 | 22.000 | 600.00 | 13,200.00 | |||
| 2064 | SEEDING AND PROTECTION | 05985 | SQYD | 423,705.00 | 423,705.000 | 423,705.000 | 423,705.000 | 0.28 | 118,637.40 | |||
| 2065 | SODDING | 05990 | SQYD | 1,800.00 | 1,800.000 | 339.560 | 339.560 | 3.50 | 1,188.46 | |||
| 2066 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 263.00 | 263.000 | 2.000 | 2.000 | 29.00 | 58.00 | |||
| 2067 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 110.00 | 110.000 | 3.000 | 3.000 | 29.00 | 87.00 | |||
| 2068 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,580.00 | 26,580.000 | 34,572.000 | 34,572.000 | 0.14 | 4,840.08 | |||
| 2069 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 50,795.00 | 50,795.000 | 88,977.000 | 88,977.000 | 0.16 | 14,236.32 | |||
| 2070 | PAVE STRIPING-TEMP PAINT-8 IN | 06512 | LF | 3,980.00 | 3,980.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 2072 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 800.00 | 800.000 | 0.000 | 0.000 | 0.18 | 0.00 | |||
| 2073 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 8,112.00 | 8,112.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 2074 | PAVE STRIPING REMOVAL-4 IN | 06530 | LF | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 2075 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 45,290.00 | 45,290.000 | 35,323.000 | 35,323.000 | 0.52 | 18,367.96 | |||
| 2076 | PAVE STRIPING REMOVAL-8 IN | 06532 | LF | 3,980.00 | 3,980.000 | 0.000 | 0.000 | 0.59 | 0.00 | |||
| 2077 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 2078 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,086.00 | 1,086.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 2079 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 639.00 | 639.000 | 0.000 | 0.000 | 9.50 | 0.00 | |||
| 2080 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 724.00 | 724.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 2081 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 12,592.00 | 12,592.000 | 0.000 | 0.000 | 0.42 | 0.00 | |||
| 2082 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 64.000 | 64.000 | 98.00 | 6,272.00 | |||
| 2083 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 168.00 | 168.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2084 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 172.00 | 172.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2085 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 73.00 | 73.000 | 30.000 | 30.000 | 19.50 | 585.00 | |||
| 2086 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 113.00 | 113.000 | 110.000 | 110.000 | 19.50 | 2,145.00 | |||
| 2087 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 524.00 | 524.000 | 897.000 | 897.000 | 19.50 | 17,491.50 | |||
| 2088 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 452.00 | 452.000 | 631.000 | 631.000 | 19.50 | 12,304.50 | |||
| 2089 | CONCRETE-CLASS A | 08100 | CUYD | 141.03 | 141.030 | 112.860 | 112.860 | 715.00 | 80,694.90 | |||
| 2090 | STEEL REINFORCEMENT | 08150 | LB | 5,656.00 | 5,656.000 | 4,628.200 | 4,628.200 | 1.20 | 5,553.84 | |||
| 2091 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 1,488.00 | 1,488.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 2092 | DRAIN POND | 23649EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 2093 | CLAY SOIL CAP | 20315ED | CUYD | 3,772.00 | 3,772.000 | 53.340 | 53.340 | 8.00 | 426.72 | |||
| 2094 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 2095 | GRANULAR EMBANKMENT | 20072ES805 | TON | 62,597.00 | 62,597.000 | 50,370.330 | 50,370.330 | 13.60 | 685,036.48 | |||
| 2096 | CONCRETE-CLASS B | 02555 | CUYD | 200.00 | 200.000 | 4.500 | 4.500 | 250.00 | 1,125.00 | |||
| 2097 | TEMP CRASH CUSHION | 20738NS112 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 4,355.00 | 17,420.00 | |||
| 2098 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 38.00 | 38.000 | 14.000 | 14.000 | 100.00 | 1,400.00 | |||
| 2099 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 35,179.00 | 35,179.000 | 65,618.000 | 65,618.000 | 0.21 | 13,779.78 | |||
| 2100 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 25,202.00 | 25,202.000 | 17,709.000 | 17,709.000 | 0.21 | 3,718.89 | |||
| 2101 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 2111 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 150.00 | 150.000 | 150.000 | 150.000 | 80.00 | 12,000.00 | |||
| 2114 | PAVE STRIPING-THERMO-4 IN W | 06540 | LF | 7,113.00 | 7,113.000 | 0.000 | 0.000 | 0.44 | 0.00 | |||
| 2115 | PAVE STRIPING-THERMO-4 IN Y | 06541 | LF | 3,075.00 | 3,075.000 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 2116 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 138.00 | 138.000 | 1,363.500 | 1,363.500 | 5.00 | 6,817.50 | |||
| 2117 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 192.00 | 192.000 | 242.000 | 242.000 | 10.00 | 2,420.00 | |||
| 2118 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 98.00 | 0.00 | |||
| 2119 | PAVE STRIPE PERM-4 IN HD21-WHITE | 23665EN | LF | 6,237.00 | 6,237.000 | 11,914.000 | 11,914.000 | 0.21 | 2,501.94 | |||
| 2120 | PAVE STRIPE PERM-4 IN HD21-YELLOW | 23666EN | LF | 5,171.00 | 5,171.000 | 12,227.000 | 12,227.000 | 0.21 | 2,567.67 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | -1,375.000 | -1,375.000 | 1.00 | -1,375.00 | |||
| 8001 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 214.490 | 267,638.970 | 267,853.460 | 1.00 | 214.49 | 267,853.46 | |
| 8004 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 357,004.350 | 357,004.350 | 1.00 | 357,004.35 | |||
| 8005 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,800.530 | -1,800.530 | 1.00 | -1,800.53 | |||
| 8008 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8009 | BRIDGE DECK RIDE QUALITY | 10061NS | DOLL | 0.00 | 1.000 | -3,007.500 | -3,007.500 | 1.00 | -3,007.50 | |||
| 8010 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 28,597.87 | 114,391.48 | |||
| 8011 | MAINTAIN & CONTROL TRAFFIC includes Planning Loops | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 522,500.00 | 522,500.00 | |||
| 8012 | PIEZOELECTRIC SENSOR | 04829 | EACH | 0.00 | 12.000 | 10.000 | 10.000 | 1,750.00 | 17,500.00 | |||
| 8013 | GALVANIZED STEEL CABINET Planning loops | 20359NN | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 8014 | WOOD POST Planning loops | 20360ES818 | EACH | 0.00 | 4.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 8017 | PERFORATED PIPE-6 IN MSE WALL | 01001 | LF | 0.00 | 2,000.000 | 2,579.000 | 2,579.000 | 12.77 | 32,933.83 | |||
| 8018 | NON-PERFORATED PIPE-6 IN MSE WALL | 01011 | LF | 0.00 | 1,000.000 | 1,172.000 | 1,172.000 | 12.60 | 14,767.20 | |||
| 8019 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 200.000 | 312.500 | 312.500 | 9.14 | 2,856.25 | |||
| 8020 | REM AND RESET G/R END TREAT TY 1 | 21459ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 567.00 | 567.00 | |||
| 8024 | DROP INLET-10 IN | 20983ED | VTFT | 0.00 | 24.880 | 23.020 | 23.020 | 155.00 | 3,568.10 | |||
| 8025 | GUARDRAIL-STEEL W BEAM-S FACE Interstate & C-D Guardrail | 02351 | LF | 0.00 | 21,475.000 | 18,825.000 | 18,825.000 | 17.01 | 320,213.25 | |||
| 8026 | REMOVE AND RESET CRASH CUSHION TY VI CL C TL3-1 | 23624EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 8,250.00 | 16,500.00 | |||
| 8027 | REMOVE CRASH CUSHION TY VI CLASS C TL3-1 | 20432ES112 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,650.00 | 3,300.00 | |||
| 8029 | REMOVE PAVEMENT NB Gore at C-D | 02091 | SQYD | 0.00 | 30.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 8030 | SIDEWALK-4 IN CONCRETE NB Gore at C-D | 02720 | SQYD | 0.00 | 30.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8032 | MAINTAIN & CONTROL TRAFFIC Interstate & C-D Guardrail | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 30,000.00 | 0.00 | |||
| 8033 | COST PLUS WORK Maintain and Control Traffic | 10080NSD | DOLL | 0.00 | 10,000.000 | 24,946.620 | 24,946.620 | 1.00 | 24,946.62 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 2003 PAVING | |||||||
| 2349 | PAVEMENT ADJUSTMENT (ASPHALT SURFACE W/ ASPHALT SHOULDERS) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 432,247.00 | 0.00 | |||
| 2350 | DGA BASE | 00001 | TON | 92,622.00 | 92,622.000 | 82,738.410 | 82,738.410 | 16.40 | 1,356,909.92 | |||
| 2351 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 97,645.00 | 47,746.910 | 47,746.910 | 47,746.910 | 2.30 | 109,817.89 | |||
| 2352 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 30,480.00 | 30,480.000 | 20,098.120 | 20,098.120 | 37.75 | 758,704.03 | |||
| 2353 | TRAFFIC BOUND BASE | 00020 | TON | 272.00 | 272.000 | 0.000 | 0.000 | 16.40 | 0.00 | |||
| 2354 | ASPHALT SEAL AGGREGATE | 00100 | TON | 687.00 | 687.000 | 595.140 | 595.140 | 60.00 | 35,708.40 | |||
| 2355 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 22,861.00 | 16,860.490 | 15,174.680 | 15,174.680 | 47.75 | 724,590.97 | |||
| 2356 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 24,552.00 | 24,552.000 | 24,160.770 | 24,160.770 | 46.70 | 1,128,307.95 | |||
| 2357 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 9,186.00 | 9,186.000 | 8,847.670 | 8,847.670 | 52.45 | 464,060.29 | |||
| 2358 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 86.00 | 86.000 | 96.490 | 96.490 | 720.00 | 69,472.80 | |||
| 2359 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 6,981.00 | 6,981.000 | 4,261.650 | 4,261.650 | 61.45 | 261,878.39 | |||
| 2360 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 921.00 | 921.000 | 966.200 | 966.200 | 61.35 | 59,276.37 | |||
| 2361 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 3,396.00 | 3,396.000 | 4,232.030 | 4,232.030 | 69.75 | 295,184.09 | |||
| 2362 | CL3 ASPH SURF 0.50A PG64-22 | 00330 | TON | 2,594.00 | 2,594.000 | 2,969.640 | 2,969.640 | 61.70 | 183,226.78 | |||
| 2363 | ASPHALT CURING SEAL | 00358 | TON | 174.00 | 174.000 | 53.090 | 53.090 | 550.00 | 29,199.50 | |||
| 2364 | ISLAND HEADER CURB TYPE 1 | 01890 | LF | 1,073.00 | 1,073.000 | 30.000 | 30.000 | 29.92 | 897.60 | |||
| 2365 | CEMENT | 02542 | TON | 1,915.00 | 1,915.000 | 952.230 | 952.230 | 97.00 | 92,366.31 | |||
| 2366 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 32,200.00 | 32,200.000 | 45,877.000 | 45,877.000 | 0.24 | 11,010.48 | |||
| 2367 | SAND FOR BLOTTER | 02702 | TON | 244.00 | 244.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2368 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,070,547.00 | 1,070,547.000 | 1,076,272.950 | 1,076,272.950 | 3.86 | 4,154,413.58 | |||
| 2369 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 236.00 | 236.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8028 | DGA BASE Interstate & C-D | 00001 | TON | 0.00 | 200.000 | 380.440 | 380.440 | 25.00 | 9,511.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 3000 DRAINAGE | |||||||
| 3000 | ENTRANCE PIPE-15 IN | 00440 | LF | 377.00 | 377.000 | 401.000 | 401.000 | 33.00 | 13,233.00 | |||
| 3010 | CULVERT PIPE-15 IN | 00461 | LF | 3,306.00 | 3,306.000 | 3,545.660 | 3,545.660 | 33.00 | 117,006.78 | |||
| 3015 | CULVERT PIPE-18 IN | 00462 | LF | 1,125.00 | 1,125.000 | 1,113.500 | 1,113.500 | 37.00 | 41,199.50 | |||
| 3020 | CULVERT PIPE-24 IN | 00464 | LF | 715.00 | 715.000 | 714.000 | 714.000 | 47.00 | 33,558.00 | |||
| 3025 | CULVERT PIPE-30 IN | 00466 | LF | 743.00 | 743.000 | 783.000 | 783.000 | 65.00 | 50,895.00 | |||
| 3030 | CULVERT PIPE-36 IN | 00468 | LF | 138.00 | 138.000 | 158.000 | 158.000 | 75.00 | 11,850.00 | |||
| 3035 | CULVERT PIPE-48 IN | 00470 | LF | 750.00 | 750.000 | 750.000 | 750.000 | 90.00 | 67,500.00 | |||
| 3040 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 269.00 | 269.000 | 269.000 | 269.000 | 150.00 | 40,350.00 | |||
| 3045 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,268.00 | 1,268.000 | 897.000 | 897.000 | 33.00 | 29,601.00 | |||
| 3050 | STORM SEWER PIPE-18 IN | 00522 | LF | 325.00 | 325.000 | 328.250 | 328.250 | 37.00 | 12,145.25 | |||
| 3055 | STORM SEWER PIPE-24 IN | 00524 | LF | 356.00 | 356.000 | 353.000 | 353.000 | 47.00 | 16,591.00 | |||
| 3060 | STORM SEWER PIPE-30 IN EQUIV | 00556 | LF | 268.00 | 268.000 | 40.000 | 40.000 | 68.00 | 2,720.00 | |||
| 3065 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 1,750.00 | 26,250.00 | |||
| 3070 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 1,850.00 | 14,800.00 | |||
| 3075 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 3080 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
| 3082 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 2,600.00 | 26,000.00 | |||
| 3084 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 3,600.00 | 36,000.00 | |||
| 3086 | CURB BOX INLET TYPE B | 01480 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,100.00 | 8,200.00 | |||
| 3090 | DROP BOX INLET TYPE 5B | 01505 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 3,600.00 | 50,400.00 | |||
| 3091 | DROP BOX INLET TYPE 5C | 01508 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 3092 | DROP BOX INLET TYPE 5D | 01511 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 3,600.00 | 50,400.00 | |||
| 3093 | DROP BOX INLET TYPE 5E | 01514 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 3,600.00 | 25,200.00 | |||
| 3094 | DROP BOX INLET TYPE 13G | 01559 | EACH | 21.00 | 21.000 | 22.000 | 22.000 | 2,800.00 | 61,600.00 | |||
| 3095 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 3096 | METAL END SECTION TY 3-48 IN (EQUIV) | 21589NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 3097 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 4,819.00 | 4,819.000 | 4,635.000 | 4,635.000 | 10.50 | 48,667.50 | |||
| 8021 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 8022 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4001 BRIDGE | |||||||
| 4110 | CONCRETE-CLASS A | 08100 | CUYD | 875.70 | 893.000 | 893.000 | 893.000 | 266.00 | 237,538.00 | |||
| 4115 | CONCRETE-CLASS AA | 08104 | CUYD | 1,467.40 | 1,634.200 | 1,634.200 | 1,634.200 | 410.30 | 670,512.26 | |||
| 4120 | STEEL REINFORCEMENT | 08150 | LB | 85,536.00 | 98,890.000 | 98,890.000 | 98,890.000 | 0.68 | 67,245.20 | |||
| 4125 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 495,179.00 | 498,311.000 | 498,311.000 | 498,311.000 | 0.77 | 383,699.47 | |||
| 4130 | STRUCTURAL STEEL (25823 / 1,890,200 LBS.) | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,535,000.00 | 0.00 | |||
| 4135 | PILES-STEEL HP12X53 | 08046 | LF | 1,620.00 | 2,083.000 | 2,068.040 | 2,068.040 | 38.09 | 78,771.64 | |||
| 4140 | PILES-STEEL HP14X89 | 08051 | LF | 1,920.00 | 1,920.000 | 1,901.770 | 1,901.770 | 50.74 | 96,495.80 | |||
| 4145 | TEST PILES | 08033 | LF | 134.00 | 134.000 | 135.250 | 135.250 | 43.18 | 5,840.09 | |||
| 4150 | PILE POINTS-12 IN | 08094 | EACH | 84.00 | 108.000 | 109.000 | 109.000 | 114.00 | 12,426.00 | |||
| 4155 | PILE POINTS-14 IN | 08095 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 132.00 | 5,544.00 | |||
| 4160 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 216.00 | 216.000 | 216.000 | 216.000 | 50.86 | 10,985.76 | |||
| 4165 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 688.00 | 688.000 | 820.550 | 820.550 | 8.31 | 6,818.77 | |||
| 4170 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 891.00 | 891.000 | 1,140.440 | 1,140.440 | 19.50 | 22,238.58 | |||
| 4175 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 70.00 | 70.000 | 734.000 | 734.000 | 30.41 | 22,320.94 | |||
| 4180 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,650.00 | 1,650.000 | 1,650.000 | 1,650.000 | 49.50 | 81,675.00 | |||
| 4185 | MASONRY COATING | 02998 | SQYD | 3,113.00 | 5,463.000 | 5,463.000 | 5,463.000 | 7.00 | 38,241.00 | |||
| 4187 | SHEAR CONNECTORS (25823 / 9,864 LBS.) | 08170 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 31,350.00 | 0.00 | |||
| 4188 | APPROACH SLAB (25823) | 08500 | SQYD | 600.00 | 600.000 | 600.000 | 600.000 | 141.00 | 84,600.00 | |||
| 4190 | JUNCTION BOX-24 IN | 01643 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 4192 | CONDUIT-3 IN | 04797 | LF | 849.00 | 849.000 | 929.000 | 929.000 | 3.00 | 2,787.00 | |||
| 4194 | FLOWABLE FILL | 02220 | CUYD | 664.00 | 664.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | |||
| 4196 | FIBERGLASS DRAIN PIPE | 21679EN | LF | 80.20 | 0.000 | 0.000 | 0.000 | 76.00 | 0.00 | |||
| 8006 | STRUCTURAL STEEL 2660 LBS NEW ITEM | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 8007 | VALUE ENGINEERING PRCAST I BEAM | 10121NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 24,961.17 | 24,961.17 | |||
| 8015 | PRECAST PC I-BEAM-66 IN HYBRID SPECIAL DESIGN | 23846EC | LF | 0.00 | 4,911.000 | 4,911.000 | 4,911.000 | 279.00 | 1,370,169.00 | |||
| 8016 | DESIGN --Value Engineering Design Cost | 21512NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4002 BRIDGE | |||||||
| 4200 | CONCRETE-CLASS A | 08100 | CUYD | 15.60 | 15.600 | 15.600 | 15.600 | 266.00 | 4,149.60 | |||
| 4210 | STEEL REINFORCEMENT | 08150 | LB | 1,769.00 | 1,769.000 | 1,769.000 | 1,769.000 | 0.68 | 1,202.92 | |||
| 4215 | FOUNDATION PREPARATION (26228) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 4220 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 6.70 | 6.700 | 6.700 | 6.700 | 116.00 | 777.20 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4003 BRIDGE | |||||||
| 4300 | CONCRETE-CLASS A | 08100 | CUYD | 73.10 | 73.100 | 79.720 | 79.720 | 266.00 | 21,205.52 | |||
| 4310 | STEEL REINFORCEMENT | 08150 | LB | 6,232.00 | 6,232.000 | 6,232.000 | 6,232.000 | 0.68 | 4,237.76 | |||
| 4315 | FOUNDATION PREPARATION (26229) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,700.00 | 4,700.00 | |||
| 4320 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 26.90 | 26.900 | 14.680 | 14.680 | 116.00 | 1,702.88 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4004 BRIDGE | |||||||
| 4400 | CONCRETE-CLASS A | 08100 | CUYD | 298.90 | 298.900 | 298.900 | 298.900 | 266.00 | 79,507.40 | |||
| 4410 | STEEL REINFORCEMENT | 08150 | LB | 40,248.00 | 40,248.000 | 40,248.000 | 40,248.000 | 0.68 | 27,368.64 | |||
| 4420 | FOUNDATION PREPARATION (26230) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 4430 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 43.70 | 43.700 | 16.450 | 16.450 | 116.00 | 1,908.20 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4005 BRIDGE | |||||||
| 4500 | CONCRETE-CLASS A | 08100 | CUYD | 371.50 | 371.500 | 340.170 | 340.170 | 266.00 | 90,485.22 | |||
| 4510 | STEEL REINFORCEMENT | 08150 | LB | 51,718.00 | 51,718.000 | 51,718.000 | 51,718.000 | 0.68 | 35,168.24 | |||
| 4520 | FOUNDATION PREPARATION (26231) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,400.00 | 8,400.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4006 BRIDGE | |||||||
| 4600 | CONCRETE-CLASS A | 08100 | CUYD | 868.00 | 868.000 | 752.380 | 752.380 | 266.00 | 200,133.08 | |||
| 4610 | STEEL REINFORCEMENT | 08150 | LB | 147,877.00 | 147,877.000 | 134,390.100 | 134,390.100 | 0.68 | 91,385.26 | |||
| 4620 | FOUNDATION PREPARATION (26232) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,500.00 | 17,500.00 | |||
| 4630 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 447.70 | 447.700 | 0.000 | 0.000 | 116.00 | 0.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4007 BRIDGE | |||||||
| 4700 | CONCRETE-CLASS A | 08100 | CUYD | 320.80 | 320.800 | 320.800 | 320.800 | 266.00 | 85,332.80 | |||
| 4710 | STEEL REINFORCEMENT | 08150 | LB | 50,755.00 | 50,755.000 | 50,755.000 | 50,755.000 | 0.68 | 34,513.40 | |||
| 4720 | FOUNDATION PREPARATION (26244) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 4008 BRIDGE | |||||||
| 4800 | CONCRETE-CLASS A | 08100 | CUYD | 2,750.40 | 2,750.400 | 2,750.400 | 2,750.400 | 266.00 | 731,606.40 | |||
| 4810 | CONCRETE-CLASS AA | 08104 | CUYD | 994.80 | 994.800 | 994.800 | 994.800 | 410.30 | 408,166.44 | |||
| 4815 | STEEL REINFORCEMENT | 08150 | LB | 360,073.00 | 360,073.000 | 360,973.000 | 360,973.000 | 0.68 | 245,461.64 | |||
| 4820 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 222,057.00 | 222,057.000 | 222,057.000 | 222,057.000 | 0.77 | 170,983.89 | |||
| 4825 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 8,226.00 | 8,226.000 | 8,958.240 | 8,958.240 | 8.31 | 74,442.97 | |||
| 4830 | MASONRY COATING | 02998 | SQYD | 2,047.60 | 2,047.600 | 7,982.190 | 7,982.190 | 7.00 | 55,875.33 | |||
| 4835 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 536.00 | 536.000 | 536.000 | 536.000 | 50.86 | 27,260.96 | |||
| 4840 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 950.90 | 950.900 | 950.900 | 950.900 | 30.41 | 28,916.86 | |||
| 4842 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 2,622.30 | 2,622.300 | 2,622.300 | 2,622.300 | 172.00 | 451,035.60 | |||
| 4844 | STRUCTURAL STEEL (26243 / 176,000 LBS.) | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 455,072.00 | 455,072.00 | |||
| 4846 | SHEAR CONNECTORS (26243 / 3,581 LBS.) | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,240.00 | 10,240.00 | |||
| 4848 | RAIL SYSTEM TYPE III | 21532ED | LF | 420.00 | 420.000 | 420.000 | 420.000 | 49.50 | 20,790.00 | |||
| 4850 | PILES-STEEL HP12X53 | 08046 | LF | 2,258.00 | 2,258.000 | 2,254.010 | 2,254.010 | 38.09 | 85,855.24 | |||
| 4855 | PILE POINTS-12 IN | 08094 | EACH | 100.00 | 100.000 | 100.000 | 100.000 | 114.00 | 11,400.00 | |||
| 4860 | PILES-STEEL HP14X89 | 08051 | LF | 2,980.40 | 2,980.400 | 2,820.760 | 2,820.760 | 50.74 | 143,125.36 | |||
| 4865 | PILE POINTS-14 IN | 08095 | EACH | 118.00 | 118.000 | 118.000 | 118.000 | 132.00 | 15,576.00 | |||
| 4870 | TEST PILES | 08033 | LF | 234.30 | 234.300 | 234.300 | 234.300 | 43.18 | 10,117.07 | |||
| 4875 | RETAINING WALL | 08018 | SQFT | 48,094.00 | 48,094.000 | 48,094.000 | 48,094.000 | 27.00 | 1,298,538.00 | |||
| 4877 | GRANULAR EMBANKMENT | 02223 | CUYD | 2,352.60 | 2,352.600 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 4879 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 2,735.50 | 2,735.500 | 2,972.500 | 2,972.500 | 2.30 | 6,836.75 | |||
| 4880 | BARRIER ON MSE WALL | 23636EC | LF | 3,375.90 | 3,375.900 | 3,407.000 | 3,407.000 | 43.00 | 146,501.00 | |||
| 4882 | MOMENT SLAB FOR BARRIER | 23635EC | LF | 3,375.90 | 3,375.900 | 3,170.000 | 3,170.000 | 128.00 | 405,760.00 | |||
| 4884 | CONCRETE MEDIAN BARRIER TY 14B(50) | 23045ES508 | LF | 151.50 | 151.500 | 152.500 | 152.500 | 224.00 | 34,160.00 | |||
| 4885 | CONCRETE BARRIER WALL MOD | 02000 | LF | 3,911.90 | 3,911.900 | 3,963.000 | 3,963.000 | 44.00 | 174,372.00 | |||
| 8023 | EW~ STEEL BEAM BRACING PLANO ROAD BRIDGE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 21,850.00 | 21,850.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 5001 SIGNALIZATION | |||||||
| 5000 | CONDUIT-1 1/4 IN | 04793 | LF | 410.00 | 410.000 | 644.000 | 644.000 | 4.00 | 2,576.00 | |||
| 5010 | CONDUIT-2 IN | 04795 | LF | 485.00 | 605.000 | 393.000 | 393.000 | 6.50 | 2,554.50 | |||
| 5015 | JUNCTION BOX TYPE B | 04811 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
| 5020 | TRENCHING AND BACKFILLING | 04820 | LF | 875.00 | 975.000 | 893.000 | 893.000 | 1.00 | 893.00 | |||
| 5025 | LOOP WIRE | 04830 | LF | 2,944.00 | 5,264.000 | 8,008.000 | 8,008.000 | 0.25 | 2,002.00 | |||
| 5030 | CABLE-NO. 14/5C | 04844 | LF | 2,285.00 | 2,285.000 | 2,898.000 | 2,898.000 | 1.10 | 3,187.80 | |||
| 5035 | CABLE-NO. 14/1 PAIR | 04850 | LF | 5,110.00 | 5,110.000 | 5,245.000 | 5,245.000 | 1.10 | 5,769.50 | |||
| 5040 | MESSENGER-10800 LB | 04885 | LF | 650.00 | 650.000 | 651.000 | 651.000 | 1.10 | 716.10 | |||
| 5045 | MESSENGER-15400 LB | 04886 | LF | 610.00 | 610.000 | 555.000 | 555.000 | 1.25 | 693.75 | |||
| 5050 | LOOP SAW SLOT AND FILL | 04895 | LF | 985.00 | 1,597.000 | 1,954.000 | 1,954.000 | 9.00 | 17,586.00 | |||
| 5055 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 5060 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 600.00 | 4,800.00 | |||
| 5065 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 210.00 | 3,990.00 | |||
| 5070 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 225.00 | 900.00 | |||
| 5075 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 38.99 | 38.990 | 38.090 | 38.090 | 385.00 | 14,664.65 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 5002 LIGHTING | |||||||
| 5200 | POLE 30 FT MTG HT | 04700 | EACH | 135.00 | 135.000 | 137.000 | 137.000 | 725.00 | 99,325.00 | |||
| 5205 | POLE 40 FT MTG HT | 04701 | EACH | 97.00 | 97.000 | 97.000 | 97.000 | 830.00 | 80,510.00 | |||
| 5210 | BRACKET 6 FT | 04721 | EACH | 53.00 | 53.000 | 53.000 | 53.000 | 220.00 | 11,660.00 | |||
| 5215 | BRACKET 10 FT | 04723 | EACH | 145.00 | 145.000 | 145.000 | 145.000 | 270.00 | 39,150.00 | |||
| 5220 | BRACKET 15 FT | 04725 | EACH | 34.00 | 34.000 | 36.000 | 36.000 | 290.00 | 10,440.00 | |||
| 5225 | POLE BASE | 04740 | EACH | 228.00 | 228.000 | 230.000 | 230.000 | 650.00 | 149,500.00 | |||
| 5230 | TRANSFORMER BASE | 04750 | EACH | 228.00 | 228.000 | 230.000 | 230.000 | 285.00 | 65,550.00 | |||
| 5235 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 11,500.00 | 57,500.00 | |||
| 5240 | HPS LUMINAIRE | 04770 | EACH | 232.00 | 232.000 | 234.000 | 234.000 | 395.00 | 92,430.00 | |||
| 5245 | FUSED CONNECTOR KIT | 04780 | EACH | 464.00 | 464.000 | 464.000 | 464.000 | 75.00 | 34,800.00 | |||
| 5250 | CONDUIT-1 1/4 IN | 04793 | LF | 31,250.00 | 31,250.000 | 32,140.000 | 32,140.000 | 3.50 | 112,490.00 | |||
| 5255 | CONDUIT-2 IN | 04795 | LF | 6,375.00 | 6,375.000 | 6,265.000 | 6,265.000 | 6.00 | 37,590.00 | |||
| 5260 | TRENCHING AND BACKFILLING | 04820 | LF | 38,425.00 | 38,425.000 | 36,310.000 | 36,310.000 | 1.00 | 36,310.00 | |||
| 5265 | WIRE-NO. 12 | 04832 | LF | 22,460.00 | 22,460.000 | 20,836.000 | 20,836.000 | 0.30 | 6,250.80 | |||
| 5270 | WIRE-NO. 8 | 04833 | LF | 59,150.00 | 59,150.000 | 64,769.000 | 64,769.000 | 0.75 | 48,576.75 | |||
| 5275 | WIRE-NO. 6 | 04834 | LF | 17,625.00 | 17,625.000 | 10,627.000 | 10,627.000 | 1.10 | 11,689.70 | |||
| 5280 | WIRE-NO. 4 | 04835 | LF | 26,400.00 | 26,400.000 | 25,408.000 | 25,408.000 | 1.00 | 25,408.00 | |||
| 5282 | WIRE-NO. 2 | 04836 | LF | 19,150.00 | 19,150.000 | 17,572.000 | 17,572.000 | 2.00 | 35,144.00 | |||
| 5284 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 5286 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 39.00 | 43.000 | 42.000 | 42.000 | 700.00 | 29,400.00 | |||
| 5288 | BORE AND JACK CONDUIT | 21543EN | LF | 100.00 | 100.000 | 100.000 | 100.000 | 25.00 | 2,500.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 5003 SIGNING | |||||||
| 5300 | GMSS GALV STEEL TYPE C | 20815ED | LB | 3,569.00 | 3,569.000 | 3,735.500 | 3,735.500 | 5.40 | 20,171.70 | |||
| 5305 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 206.59 | 206.590 | 188.940 | 188.940 | 370.00 | 69,907.80 | |||
| 5310 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 16,530.00 | 16,530.000 | 14,723.040 | 14,723.040 | 1.32 | 19,434.41 | |||
| 5315 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 2,038.00 | 2,038.000 | 1,935.350 | 1,935.350 | 17.96 | 34,758.88 | |||
| 5317 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 243.00 | 243.000 | 243.000 | 243.000 | 11.64 | 2,828.52 | |||
| 5319 | STEEL POST TYPE 1 | 06410 | LF | 156.00 | 156.000 | 127.100 | 127.100 | 8.56 | 1,087.97 | |||
| 5320 | STEEL POST TYPE 2 | 06411 | LF | 90.00 | 90.000 | 96.000 | 96.000 | 6.25 | 600.00 | |||
| 5325 | GMSS TYPE D | 21596ND | EACH | 12.00 | 12.000 | 10.000 | 10.000 | 360.00 | 3,600.00 | |||
| 5327 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,725.00 | 3,450.00 | |||
| 5329 | REM OVERHEAD STRUC CONC BASE | 06450 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 865.00 | 4,325.00 | |||
| 5330 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 130.00 | 1,560.00 | |||
| 5331 | REMOVE SIGN | 21373ND | EACH | 14.00 | 14.000 | 13.000 | 13.000 | 1.00 | 13.00 | |||
| 5332 | MOVE CANTILEVER SIGN SUPPORT | 20995ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,650.00 | 1,650.00 | |||
| 5334 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 850.00 | 5,100.00 | |||
| 5336 | MOVE TRUSS SIGN SUPPORT | 23632EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 9,089.00 | 9,089.00 | |||
| 5338 | REM SIGN BRIDGE MOUNT ATTACHMENT | 23639ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 860.00 | 860.00 | |||
| 5340 | REMOVE CONC MEDIAN BARRIER | 21935EN | LF | 36.00 | 36.000 | 35.500 | 35.500 | 106.15 | 3,768.32 | |||
| 5342 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 5344 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 14.52 | 0.00 | |||
| 5346 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 5348 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,815.00 | 0.00 | |||
| 5350 | CONCRETE MEDIAN BARRIER TY 14C(50) | 23044ES508 | LF | 15.00 | 15.000 | 25.000 | 25.000 | 276.70 | 6,917.50 | |||
| 5352 | OSS ALUMINUM 55 FT TRUSS | 06420 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 57,628.00 | 57,628.00 | |||
| 5354 | OSS ALUMINUM 60 FT TRUSS | 06422 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 59,458.00 | 59,458.00 | |||
| 5356 | OSS ALUMINUM 80 FT TRUSS | 06438 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 68,585.00 | 137,170.00 | |||
| 5358 | OSS ALUMINUM 85 FT TRUSS | 06443 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 70,589.00 | 0.00 | |||
| 5360 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,812.00 | 7,812.00 | |||
| 5365 | ROADWAY CROSS SECTION | 20419ED | EACH | 17.00 | 17.000 | 14.000 | 14.000 | 1.00 | 14.00 | |||
| 5367 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 100.00 | 100.000 | 154.000 | 154.000 | 25.57 | 3,937.78 | |||
| 5369 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 50.00 | 50.000 | 90.000 | 90.000 | 25.57 | 2,301.30 | |||
| 5380 | PERFORATED PIPE-6 IN | 01001 | LF | 40.00 | 40.000 | 14.000 | 14.000 | 22.60 | 316.40 | |||
| 5382 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 22.60 | 0.00 | |||
| 5390 | PVC PIPE-8 IN (CASING) | 03387 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 22.60 | 0.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 5004 TRAINEES | |||||||
| 5400 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 1.00 | 1,600.00 | |||
| Project | DE1140NEW0910 | Fed/State Project Number | NH 0031 (006) | Category | 9001 MOBILIZATION / DEMOBILIZATION | |||||||
| 8031 | MOBILIZATION Interstate & C-D | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 21,564.49 | 0.00 | |||
| 9000 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,354,100.72 | 1,354,100.72 | |||
| 9001 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.000 | 0.250 | 406,796.08 | 101,699.02 | 101,699.02 | |
| SUBTOT | $101,913.51 |
$27,857,563.68 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
4210-1-0I |
STEEL REINUN 615GR60 | LB |
1,775.00 | 0002 | $0.256000 | $431.68 | ||||||
4310-1-0I |
STEEL REINUN 615GR60 | LB |
6,232.00 | 0002 | $0.260000 | $1,540.67 | ||||||
4410-1-0I |
STEEL REINUN 615GR60 | LB |
40,248.00 | 0002 | $0.290000 | $10,873.67 | ||||||
4510-1-0I |
STEEL REINUN 615GR60 | LB |
49,061.00 | 0002 | $0.272000 | $12,647.54 | ||||||
2020-1-0I |
FENCE, WOVEN | LF |
36,935.00 | 0003 | $1.990000 | $69,694.58 | ||||||
2044-1-0I |
GEOTEXTILE TYPE IV | SQYD |
18,862.00 | 0004 | $2.000000 | $9,909.00 | ||||||
3010-2-0I |
PIPE, PVC DRAINAGE | FT |
462.00 | 0005 | $33.000000 | $2,300.00 | ||||||
3010-1-0I |
PIPE, PVC DRAINAGE | FT |
550.00 | 0005 | $33.000000 | $2,900.00 | ||||||
3015-2-0I |
PIPE, PVC DRAINAGE | FT |
462.00 | 0005 | $37.000000 | $3,200.00 | ||||||
3015-1-0I |
PIPE, PVC DRAINAGE | FT |
352.00 | 0005 | $37.000000 | $2,600.00 | ||||||
3020-2-0I |
PIPE, PVC DRAINAGE | FT |
462.00 | 0005 | $47.000000 | $5,300.00 | ||||||
3020-1-0I |
PIPE, PVC DRAINAGE | FT |
264.00 | 0005 | $47.000000 | $2,800.00 | ||||||
3025-1-0I |
PIPE, CMP 1.63 MM | FT |
440.00 | 0005 | $65.000000 | $9,882.00 | ||||||
3045-1-0I |
PIPE, PVC DRAINAGE | FT |
594.00 | 0005 | $33.000000 | $3,000.00 | ||||||
3050-1-0I |
PIPE, PVC DRAINAGE | FT |
325.00 | 0005 | $37.000000 | $2,600.00 | ||||||
4850-1-0I |
PILES | FT |
2,258.00 | 0006 | $38.090000 | $50,000.00 | ||||||
4855-1-0I |
PILE POINTS | EACH |
100.00 | 0006 | $114.000000 | $8,000.00 | ||||||
4860-1-0I |
PILES | FT |
2,980.00 | 0006 | $50.740000 | $111,000.00 | ||||||
4865-1-0I |
PILE POINTS | EACH |
118.00 | 0006 | $132.000000 | $11,000.00 | ||||||
4140-1-0I |
PILES | FT |
1,920.00 | 0007 | $50.740000 | $78,000.00 | ||||||
4842-1-0I |
I BEAM, TYPE 3 | LF |
2,622.30 | 0010 | $172.000000 | $277,269.00 | ||||||
8015-1-0I |
CONCRETE BEAMS | LF |
1,850.00 | 0012 | $279.000000 | $333,800.00 | ||||||
4820-1-0I |
STEEL, REINEPCOATED | LB |
174,000.00 | 0013 | $0.770000 | $56,000.00 | ||||||
5250-1-0I |
CONDUIT | LF |
15,300.00 | 0013 | $3.500000 | $40,000.00 | ||||||
4115-1-0I |
STAY IN PL FORMS | CUYD |
1,467.40 | 0015 | $410.300000 | $60,000.00 | ||||||
4810-1-0I |
STAY IN PL FORMS | CUYD |
994.80 | 0015 | $410.300000 | $45,000.00 | ||||||
5265-1-0I |
WIRE, ELECTRICAL | LF |
22,460.00 | 0016 | $0.300000 | $4,500.00 | ||||||
5270-1-0I |
WIRE, ELECTRICAL | LF |
59,150.00 | 0016 | $0.750000 | $25,000.00 | ||||||
5275-1-0I |
WIRE, ELECTRICAL | LF |
17,625.00 | 0016 | $1.100000 | $12,000.00 | ||||||
5280-1-0I |
WIRE, ELECTRICAL | LF |
26,400.00 | 0016 | $1.000000 | $25,000.00 | ||||||
5282-1-0I |
WIRE, ELECTRICAL | LF |
19,150.00 | 0016 | $2.000000 | $31,500.00 | ||||||
8015-2-0I |
PRECAST PC I-BEAM-66 IN HYBRID | LF |
3,060.60 | 0017 | $279.000000 | $560,000.00 | ||||||
5200-1-0I |
TRAFFIC INCIDENTAL | EACH |
135.00 | 0018 | $725.000000 | $60,850.00 | ||||||
5205-1-0I |
TRAFFIC INCIDENTAL | EACH |
97.00 | 0018 | $830.000000 | $54,950.00 | ||||||
5210-1-0I |
TRAFFIC INCIDENTAL | EACH |
53.00 | 0018 | $220.000000 | $5,650.00 | ||||||
5215-1-0I |
TRAFFIC INCIDENTAL | EACH |
145.00 | 0018 | $270.000000 | $29,250.00 | ||||||
5220-1-0I |
TRAFFIC INCIDENTAL | EACH |
34.00 | 0018 | $290.000000 | $8,300.00 | ||||||
5230-1-0I |
TRAFFIC INCIDENTAL | EACH |
228.00 | 0018 | $285.000000 | $50,150.00 | ||||||
5240-1-0I |
TRAFFIC INCIDENTAL | EACH |
232.00 | 0018 | $395.000000 | $60,840.00 | ||||||
4125-1-0I |
STEEL, REINEPCOATED | LB |
248,570.00 | 0019 | $0.770000 | $78,000.00 | ||||||
4125-2-0I |
STEEL, REINEPCOATED | LB |
110,780.00 | 0021 | $0.770000 | $77,600.00 | ||||||
5235-1-0I |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0023 | $11500.000000 | $19,007.00 | ||||||
5250-2-0I |
CONDUIT | FT |
15,450.00 | 0023 | $3.500000 | $33,761.00 | ||||||
5255-1-0I |
CONDUIT | FT |
4,800.00 | 0023 | $6.000000 | $15,999.00 | ||||||
5286-1-0I |
TRAFFIC INCIDENTAL | EACH |
39.00 | 0023 | $700.000000 | $6,471.00 | ||||||
4875-1-0I |
MISC PRECAST | SQFT |
18,000.00 | 0027 | $27.000000 | $132,000.00 | ||||||
5315-1-0I |
SIGN SHEET TY III | SQFT |
1,165.50 | 0036 | $17.960000 | $12,865.95 | ||||||
5317-1-0I |
SIGN SHEET TY III | SQFT |
213.00 | 0036 | $11.640000 | $1,436.69 | ||||||
4830-1-0I |
MASONRY COATING | SQYD |
2,000.00 | 0039 | $7.000000 | $10,650.00 | ||||||
4310-1-0A |
STEEL REINUN 615GR60 | LB |
2,380.00 | 0003 | $0.260000 | $-588.38 | ||||||
4410-1-0A |
STEEL REINUN 615GR60 | LB |
13,534.00 | 0003 | $0.290000 | $-3,656.44 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
3,058.05 | 0004 | $1.990000 | $-5,770.39 | ||||||
4310-1-0A |
STEEL REINUN 615GR60 | LB |
3,852.00 | 0004 | $0.260000 | $-952.29 | ||||||
4410-1-0A |
STEEL REINUN 615GR60 | LB |
6,700.00 | 0004 | $0.290000 | $-1,810.12 | ||||||
4510-1-0A |
STEEL REINUN 615GR60 | LB |
29,620.00 | 0004 | $0.272000 | $-7,635.80 | ||||||
4210-1-0A |
STEEL REINUN 615GR60 | LB |
1,769.00 | 0005 | $0.256000 | $-430.22 | ||||||
4510-1-0A |
STEEL REINUN 615GR60 | LB |
19,441.00 | 0005 | $0.272000 | $-5,011.74 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
4,978.00 | 0006 | $1.990000 | $-9,393.25 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
211.46 | 0006 | $2.000000 | $-111.09 | ||||||
3025-1-0A |
PIPE, CMP 1.63 MM | FT |
109.00 | 0006 | $65.000000 | $-2,448.04 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
7,478.00 | 0007 | $1.990000 | $-14,110.63 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
419.86 | 0007 | $2.000000 | $-220.57 | ||||||
3015-2-0A |
PIPE, PVC DRAINAGE | FT |
126.00 | 0007 | $37.000000 | $-872.73 | ||||||
3015-1-0A |
PIPE, PVC DRAINAGE | FT |
126.00 | 0007 | $37.000000 | $-930.68 | ||||||
3025-1-0A |
PIPE, CMP 1.63 MM | FT |
119.00 | 0007 | $65.000000 | $-2,672.63 | ||||||
4850-1-0A |
PILES | FT |
897.32 | 0007 | $38.090000 | $-19,869.80 | ||||||
4855-1-0A |
PILE POINTS | EACH |
40.00 | 0007 | $114.000000 | $-3,200.00 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
399.24 | 0008 | $2.000000 | $-209.74 | ||||||
3015-2-0A |
PIPE, PVC DRAINAGE | FT |
46.00 | 0008 | $37.000000 | $-318.61 | ||||||
3015-1-0A |
PIPE, PVC DRAINAGE | FT |
46.00 | 0008 | $37.000000 | $-339.77 | ||||||
3020-2-0A |
PIPE, PVC DRAINAGE | FT |
192.00 | 0008 | $47.000000 | $-2,202.60 | ||||||
3020-1-0A |
PIPE, PVC DRAINAGE | FT |
192.00 | 0008 | $47.000000 | $-2,036.36 | ||||||
4850-1-0A |
PILES | FT |
654.24 | 0008 | $38.090000 | $-14,487.16 | ||||||
4855-1-0A |
PILE POINTS | EACH |
30.00 | 0008 | $114.000000 | $-2,400.00 | ||||||
4860-1-0A |
PILES | FT |
1,335.25 | 0008 | $50.740000 | $-49,735.82 | ||||||
4865-1-0A |
PILE POINTS | EACH |
59.00 | 0008 | $132.000000 | $-5,500.00 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
137.60 | 0009 | $2.000000 | $-72.29 | ||||||
3020-2-0A |
PIPE, PVC DRAINAGE | FT |
80.00 | 0009 | $47.000000 | $-917.75 | ||||||
3020-1-0A |
PIPE, PVC DRAINAGE | FT |
72.00 | 0009 | $47.000000 | $-763.64 | ||||||
4850-1-0A |
PILES | FT |
702.45 | 0009 | $38.090000 | $-15,554.69 | ||||||
4855-1-0A |
PILE POINTS | EACH |
30.00 | 0009 | $114.000000 | $-2,400.00 | ||||||
4860-1-0A |
PILES | FT |
1,485.51 | 0009 | $50.740000 | $-55,332.76 | ||||||
4865-1-0A |
PILE POINTS | EACH |
59.00 | 0009 | $132.000000 | $-5,500.00 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
299.46 | 0010 | $2.000000 | $-157.32 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
8.00 | 0010 | $33.000000 | $-39.83 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
8.00 | 0010 | $33.000000 | $-42.18 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
90.35 | 0011 | $2.000000 | $-47.46 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
65.00 | 0011 | $33.000000 | $-323.59 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
65.00 | 0011 | $33.000000 | $-342.73 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
208.50 | 0012 | $2.000000 | $-109.53 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
150.00 | 0012 | $33.000000 | $-746.75 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
150.00 | 0012 | $33.000000 | $-790.91 | ||||||
4842-1-0A |
I BEAM, TYPE 3 | LF |
2,622.30 | 0012 | $172.000000 | $-277,269.00 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
2,126.96 | 0013 | $2.000000 | $-1,117.38 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
22.00 | 0013 | $33.000000 | $-109.52 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
22.00 | 0013 | $33.000000 | $-116.00 | ||||||
3025-1-0A |
PIPE, CMP 1.63 MM | FT |
146.00 | 0013 | $65.000000 | $-3,279.03 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
113.19 | 0014 | $2.000000 | $-59.46 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
21.00 | 0014 | $33.000000 | $-104.55 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
21.00 | 0014 | $33.000000 | $-110.73 | ||||||
3015-2-0A |
PIPE, PVC DRAINAGE | FT |
91.00 | 0014 | $37.000000 | $-630.30 | ||||||
3015-1-0A |
PIPE, PVC DRAINAGE | FT |
91.00 | 0014 | $37.000000 | $-672.16 | ||||||
4820-1-0A |
STEEL, REINEPCOATED | LB |
6,361.00 | 0014 | $0.770000 | $-2,047.22 | ||||||
8015-1-0A |
CONCRETE BEAMS | LF |
1,849.92 | 0014 | $279.000000 | $-333,785.57 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
785.56 | 0015 | $2.000000 | $-412.69 | ||||||
3010-2-0A |
PIPE, PVC DRAINAGE | FT |
196.00 | 0015 | $33.000000 | $-975.76 | ||||||
3010-1-0A |
PIPE, PVC DRAINAGE | FT |
284.00 | 0015 | $33.000000 | $-1,497.45 | ||||||
3015-2-0A |
PIPE, PVC DRAINAGE | FT |
141.00 | 0015 | $37.000000 | $-976.62 | ||||||
3015-1-0A |
PIPE, PVC DRAINAGE | FT |
89.00 | 0015 | $37.000000 | $-657.39 | ||||||
3020-2-0A |
PIPE, PVC DRAINAGE | FT |
114.00 | 0015 | $47.000000 | $-1,307.79 | ||||||
4410-1-0A |
STEEL REINUN 615GR60 | LB |
10,800.00 | 0015 | $0.290000 | $-2,917.80 | ||||||
4810-1-0A |
STAY IN PL FORMS | CUYD |
399.49 | 0015 | $410.300000 | $-18,071.02 | ||||||
4820-1-0A |
STEEL, REINEPCOATED | LB |
89,174.00 | 0015 | $0.770000 | $-28,699.68 | ||||||
5250-1-0A |
CONDUIT | LF |
1,031.00 | 0015 | $3.500000 | $-2,695.42 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
683.93 | 0016 | $2.000000 | $-359.30 | ||||||
3015-2-0A |
PIPE, PVC DRAINAGE | FT |
58.00 | 0016 | $37.000000 | $-401.73 | ||||||
3045-1-0A |
PIPE, PVC DRAINAGE | FT |
66.00 | 0016 | $33.000000 | $-333.33 | ||||||
4810-1-0A |
STAY IN PL FORMS | CUYD |
412.76 | 0016 | $410.300000 | $-18,671.29 | ||||||
4820-1-0A |
STEEL, REINEPCOATED | LB |
78,465.00 | 0016 | $0.770000 | $-25,253.10 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
451.59 | 0017 | $2.000000 | $-237.24 | ||||||
3045-1-0A |
PIPE, PVC DRAINAGE | FT |
67.00 | 0017 | $33.000000 | $-338.38 | ||||||
4140-1-0A |
PILES | FT |
1,901.77 | 0017 | $50.740000 | $-77,259.41 | ||||||
4810-1-0A |
STAY IN PL FORMS | CUYD |
154.05 | 0017 | $410.300000 | $-6,968.49 | ||||||
5250-1-0A |
CONDUIT | LF |
522.00 | 0017 | $3.500000 | $-1,364.71 | ||||||
8015-2-0A |
PRECAST PC I-BEAM-66 IN HYBRID | LF |
1,530.49 | 0017 | $279.000000 | $-280,034.76 | ||||||
8015-1-0A |
CONCRETE BEAMS | LF |
0.08 | 0017 | $279.000000 | $-14.43 | ||||||
4410-1-0A |
STEEL REINUN 615GR60 | LB |
9,214.00 | 0018 | $0.290000 | $-2,489.32 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0018 | $830.000000 | $-3,398.97 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0018 | $270.000000 | $-1,210.34 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0018 | $285.000000 | $-1,319.74 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0018 | $395.000000 | $-1,573.45 | ||||||
5250-1-0A |
CONDUIT | LF |
1,347.00 | 0018 | $3.500000 | $-3,521.57 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
570.00 | 0018 | $0.300000 | $-114.20 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
2,136.25 | 0019 | $2.000000 | $-1,122.26 | ||||||
3020-2-0A |
PIPE, PVC DRAINAGE | FT |
40.00 | 0019 | $47.000000 | $-458.87 | ||||||
3025-1-0A |
PIPE, CMP 1.63 MM | FT |
66.00 | 0019 | $65.000000 | $-1,482.30 | ||||||
3045-1-0A |
PIPE, PVC DRAINAGE | FT |
277.00 | 0019 | $33.000000 | $-1,398.99 | ||||||
3050-1-0A |
PIPE, PVC DRAINAGE | FT |
325.00 | 0019 | $37.000000 | $-2,600.00 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0019 | $725.000000 | $-8,113.33 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0019 | $830.000000 | $-2,265.98 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0019 | $220.000000 | $-852.83 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0019 | $270.000000 | $-2,622.41 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0019 | $290.000000 | $-244.12 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
22.00 | 0019 | $285.000000 | $-4,839.04 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
22.00 | 0019 | $395.000000 | $-5,769.31 | ||||||
5250-1-0A |
CONDUIT | LF |
1,704.00 | 0019 | $3.500000 | $-4,454.90 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
1,856.00 | 0019 | $0.300000 | $-371.86 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
8,677.00 | 0019 | $0.750000 | $-3,667.37 | ||||||
5275-1-0A |
WIRE, ELECTRICAL | LF |
1,840.00 | 0019 | $1.100000 | $-1,252.77 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
1,840.00 | 0019 | $1.000000 | $-1,742.42 | ||||||
8015-2-0A |
PRECAST PC I-BEAM-66 IN HYBRID | LF |
1,530.11 | 0019 | $279.000000 | $-279,965.24 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
2,276.19 | 0020 | $2.000000 | $-1,195.78 | ||||||
3020-2-0A |
PIPE, PVC DRAINAGE | FT |
36.00 | 0020 | $47.000000 | $-412.99 | ||||||
3045-1-0A |
PIPE, PVC DRAINAGE | FT |
184.00 | 0020 | $33.000000 | $-929.29 | ||||||
4115-1-0A |
STAY IN PL FORMS | CUYD |
768.20 | 0020 | $410.300000 | $-31,410.66 | ||||||
4125-1-0A |
STEEL, REINEPCOATED | LB |
248,570.00 | 0020 | $0.770000 | $-78,000.00 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
433.20 | 0021 | $2.000000 | $-227.58 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
268.09 | 0022 | $2.000000 | $-140.84 | ||||||
4115-1-0A |
STAY IN PL FORMS | CUYD |
699.20 | 0022 | $410.300000 | $-28,589.34 | ||||||
4125-2-0A |
STEEL, REINEPCOATED | LB |
110,780.00 | 0022 | $0.770000 | $-77,600.00 | ||||||
5250-1-0A |
CONDUIT | LF |
1,410.00 | 0022 | $3.500000 | $-3,686.27 | ||||||
5275-1-0A |
WIRE, ELECTRICAL | LF |
2,772.00 | 0022 | $1.100000 | $-1,887.32 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
3,080.00 | 0022 | $1.000000 | $-2,916.67 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
26.00 | 0023 | $285.000000 | $-5,718.86 | ||||||
5250-2-0A |
CONDUIT | FT |
1,743.00 | 0023 | $3.500000 | $-3,808.77 | ||||||
5250-1-0A |
CONDUIT | LF |
1,743.00 | 0023 | $3.500000 | $-4,556.86 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
1,024.00 | 0023 | $0.750000 | $-432.80 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
2,794.00 | 0024 | $1.990000 | $-5,272.14 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0024 | $725.000000 | $-4,056.67 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0024 | $830.000000 | $-1,699.48 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0024 | $220.000000 | $-746.23 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0024 | $270.000000 | $-1,008.62 | ||||||
5235-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0024 | $11500.000000 | $-11,404.20 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0024 | $395.000000 | $-3,146.90 | ||||||
5255-1-0A |
CONDUIT | FT |
311.00 | 0024 | $6.000000 | $-1,036.60 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
994.00 | 0024 | $0.300000 | $-199.15 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
27.00 | 0026 | $2.000000 | $-14.18 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
11.00 | 0026 | $725.000000 | $-4,958.15 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0026 | $830.000000 | $-1,699.48 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0026 | $220.000000 | $-213.21 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0026 | $270.000000 | $-2,017.24 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0026 | $290.000000 | $-488.24 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0026 | $395.000000 | $-3,671.38 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
1,224.00 | 0026 | $0.300000 | $-245.24 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
1,000.00 | 0028 | $0.750000 | $-422.65 | ||||||
5275-1-0A |
WIRE, ELECTRICAL | LF |
500.00 | 0028 | $1.100000 | $-340.43 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0029 | $725.000000 | $-5,859.63 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0029 | $220.000000 | $-319.81 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0029 | $270.000000 | $-2,017.24 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0029 | $395.000000 | $-3,409.14 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
1,081.00 | 0029 | $0.300000 | $-216.59 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
965.00 | 0029 | $0.750000 | $-407.86 | ||||||
5275-1-0A |
WIRE, ELECTRICAL | LF |
535.00 | 0029 | $1.100000 | $-364.26 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0030 | $285.000000 | $-1,319.74 | ||||||
5235-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0030 | $11500.000000 | $-3,801.40 | ||||||
5250-2-0A |
CONDUIT | FT |
1,414.00 | 0030 | $3.500000 | $-3,089.84 | ||||||
5250-1-0A |
CONDUIT | LF |
1,414.00 | 0030 | $3.500000 | $-3,696.73 | ||||||
5255-1-0A |
CONDUIT | FT |
119.00 | 0030 | $6.000000 | $-396.64 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
1,546.00 | 0030 | $0.750000 | $-653.42 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0030 | $700.000000 | $-497.77 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0031 | $830.000000 | $-4,531.96 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0031 | $270.000000 | $-1,613.79 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0031 | $285.000000 | $-439.91 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0031 | $395.000000 | $-2,097.93 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
760.00 | 0031 | $0.300000 | $-152.27 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
2,026.00 | 0031 | $0.750000 | $-856.30 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0031 | $700.000000 | $-165.92 | ||||||
4875-1-0A |
MISC PRECAST | SQFT |
1,592.58 | 0032 | $27.000000 | $-11,678.92 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
739.47 | 0034 | $2.000000 | $-388.47 | ||||||
4875-1-0A |
MISC PRECAST | SQFT |
3,253.69 | 0034 | $27.000000 | $-23,860.39 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0034 | $700.000000 | $-331.85 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0035 | $725.000000 | $-450.74 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0035 | $830.000000 | $-3,398.97 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0035 | $270.000000 | $-1,412.07 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0035 | $285.000000 | $-1,099.78 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0035 | $395.000000 | $-1,835.69 | ||||||
5250-2-0A |
CONDUIT | FT |
206.00 | 0035 | $3.500000 | $-450.15 | ||||||
5250-1-0A |
CONDUIT | LF |
206.00 | 0035 | $3.500000 | $-538.56 | ||||||
5255-1-0A |
CONDUIT | FT |
1,000.00 | 0035 | $6.000000 | $-3,333.13 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
655.00 | 0035 | $0.300000 | $-131.23 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0035 | $700.000000 | $-331.85 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
1,339.00 | 0036 | $1.990000 | $-2,526.63 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
507.35 | 0036 | $2.000000 | $-266.53 | ||||||
4875-1-0A |
MISC PRECAST | SQFT |
6,616.76 | 0036 | $27.000000 | $-48,522.91 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
2,113.00 | 0036 | $0.750000 | $-893.07 | ||||||
5275-1-0A |
WIRE, ELECTRICAL | LF |
4,000.00 | 0036 | $1.100000 | $-2,723.40 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
4,669.00 | 0036 | $1.000000 | $-4,421.40 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0036 | $700.000000 | $-165.92 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
196.30 | 0036 | $17.960000 | $-2,166.95 | ||||||
4875-1-0A |
MISC PRECAST | SQFT |
5,903.22 | 0037 | $27.000000 | $-43,290.28 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
754.33 | 0038 | $2.000000 | $-396.28 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
196.25 | 0038 | $17.960000 | $-2,166.40 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
2,168.00 | 0039 | $1.990000 | $-4,090.91 | ||||||
4830-1-0A |
MASONRY COATING | SQYD |
809.01 | 0039 | $7.000000 | $-4,307.98 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
332.75 | 0039 | $17.960000 | $-3,673.23 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
492.06 | 0040 | $2.000000 | $-258.50 | ||||||
4830-1-0A |
MASONRY COATING | SQYD |
1,190.99 | 0040 | $7.000000 | $-6,342.02 | ||||||
5250-2-0A |
CONDUIT | FT |
7,933.00 | 0041 | $3.500000 | $-17,335.02 | ||||||
5250-1-0A |
CONDUIT | LF |
5,923.00 | 0041 | $3.500000 | $-15,484.97 | ||||||
5255-1-0A |
CONDUIT | FT |
216.00 | 0041 | $6.000000 | $-719.96 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
74.00 | 0042 | $285.000000 | $-16,276.75 | ||||||
5250-2-0A |
CONDUIT | FT |
4,154.00 | 0042 | $3.500000 | $-9,077.23 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
25,938.00 | 0042 | $0.750000 | $-10,962.81 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
3,046.00 | 0042 | $1.000000 | $-2,884.47 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0042 | $700.000000 | $-1,659.23 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
298.00 | 0042 | $17.960000 | $-3,289.62 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
39.00 | 0043 | $725.000000 | $-17,578.89 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
21.00 | 0043 | $830.000000 | $-11,896.39 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0043 | $220.000000 | $-1,279.25 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
31.00 | 0043 | $270.000000 | $-6,253.45 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
17.00 | 0043 | $290.000000 | $-4,150.00 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
16.00 | 0043 | $285.000000 | $-3,519.30 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
60.00 | 0043 | $395.000000 | $-15,734.48 | ||||||
5255-1-0A |
CONDUIT | FT |
2,898.00 | 0043 | $6.000000 | $-9,659.40 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
5,384.00 | 0043 | $0.300000 | $-1,078.72 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
5,732.00 | 0043 | $0.750000 | $-2,422.65 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
1,746.00 | 0043 | $1.000000 | $-1,653.41 | ||||||
5282-1-0A |
WIRE, ELECTRICAL | LF |
1,746.00 | 0043 | $2.000000 | $-2,872.01 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
3,755.00 | 0044 | $1.990000 | $-7,085.51 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0044 | $725.000000 | $-8,113.33 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
28.00 | 0044 | $830.000000 | $-15,861.86 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
15.00 | 0044 | $220.000000 | $-1,599.06 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
26.00 | 0044 | $270.000000 | $-5,244.83 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0044 | $290.000000 | $-1,220.59 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
38.00 | 0044 | $285.000000 | $-8,358.33 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
46.00 | 0044 | $395.000000 | $-12,063.10 | ||||||
5255-1-0A |
CONDUIT | FT |
256.00 | 0044 | $6.000000 | $-853.28 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
4,120.00 | 0044 | $0.300000 | $-825.47 | ||||||
5270-1-0A |
WIRE, ELECTRICAL | LF |
10,129.00 | 0044 | $0.750000 | $-4,281.07 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
6,409.00 | 0044 | $1.000000 | $-6,069.13 | ||||||
5282-1-0A |
WIRE, ELECTRICAL | LF |
8,212.00 | 0044 | $2.000000 | $-13,507.99 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
10.00 | 0044 | $700.000000 | $-1,659.23 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
-127.50 | 0044 | $17.960000 | $1,407.47 | ||||||
5317-1-0A |
SIGN SHEET TY III | SQFT |
213.00 | 0044 | $11.640000 | $-1,436.69 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
4,565.00 | 0045 | $1.990000 | $-8,613.94 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
23.00 | 0045 | $725.000000 | $-10,367.04 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0045 | $830.000000 | $-6,797.94 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0045 | $220.000000 | $-533.02 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
23.00 | 0045 | $270.000000 | $-4,639.66 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0045 | $290.000000 | $-1,708.82 | ||||||
5230-1-0A |
TRAFFIC INCIDENTAL | EACH |
20.00 | 0045 | $285.000000 | $-4,399.12 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
35.00 | 0045 | $395.000000 | $-9,178.45 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
3,155.00 | 0045 | $0.300000 | $-632.12 | ||||||
5280-1-0A |
WIRE, ELECTRICAL | LF |
4,618.00 | 0045 | $1.000000 | $-4,373.11 | ||||||
5282-1-0A |
WIRE, ELECTRICAL | LF |
3,816.00 | 0045 | $2.000000 | $-6,276.97 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0045 | $700.000000 | $-331.85 | ||||||
5315-1-0A |
SIGN SHEET TY III | SQFT |
269.70 | 0045 | $17.960000 | $-2,977.22 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
5,560.00 | 0046 | $1.990000 | $-10,491.45 | ||||||
5200-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0046 | $725.000000 | $-1,352.22 | ||||||
5205-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0046 | $830.000000 | $-3,398.97 | ||||||
5210-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0046 | $220.000000 | $-106.60 | ||||||
5215-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0046 | $270.000000 | $-1,210.34 | ||||||
5220-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0046 | $290.000000 | $-488.24 | ||||||
5235-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0046 | $11500.000000 | $-3,801.40 | ||||||
5240-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0046 | $395.000000 | $-2,360.17 | ||||||
5265-1-0A |
WIRE, ELECTRICAL | LF |
837.00 | 0046 | $0.300000 | $-167.70 | ||||||
5282-1-0A |
WIRE, ELECTRICAL | LF |
150.00 | 0046 | $2.000000 | $-246.74 | ||||||
2020-1-0A |
FENCE, WOVEN | LF |
346.00 | 0047 | $1.990000 | $-652.89 | ||||||
2044-1-0A |
GEOTEXTILE TYPE IV | SQYD |
139.31 | 0047 | $2.000000 | $-73.19 | ||||||
4875-1-0A |
MISC PRECAST | SQFT |
633.75 | 0048 | $27.000000 | $-4,647.50 | ||||||
5286-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0054 | $700.000000 | $-497.77 | ||||||
2020-10C |
FENCE, WOVEN | LF |
0.00 | 0056 | $1.886952 | $-1,686.84 | ||||||
2044-10C |
GEOTEXTILE TYPE IV | SQYD |
0.00 | 0056 | $0.525342 | $-2,711.32 | ||||||
4140-10C |
PILES | FT |
0.00 | 0056 | $40.625000 | $-740.59 | ||||||
4210-10C |
STEEL REINUN 615GR60 | LB |
0.00 | 0056 | $0.243200 | $-1.46 | ||||||
4810-10C |
STAY IN PL FORMS | CUYD |
0.00 | 0056 | $45.235223 | $-1,289.20 | ||||||
4850-10C |
PILES | FT |
0.00 | 0056 | $22.143490 | $-88.35 | ||||||
4860-10C |
PILES | FT |
0.00 | 0056 | $37.248322 | $-5,931.42 | ||||||
5230-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0056 | $219.956140 | $-2,859.43 | ||||||
5265-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0056 | $0.200356 | $-365.45 | ||||||
5275-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0056 | $0.680851 | $-5,431.82 | ||||||
5280-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0056 | $0.946970 | $-939.39 | ||||||
5282-10C |
WIRE, ELECTRICAL | LF |
0.00 | 0056 | $1.644909 | $-8,596.29 | ||||||
5286-10C |
TRAFFIC INCIDENTAL | EACH |
0.00 | 0056 | $165.923077 | $-829.61 | ||||||
| SUBTOT | $-0.01 |
|||||||||||