|
Report_Id: 101337 Est NO 0027 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101337 | Estimate Number | 0027 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03320) Graves, Ashley R. 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 | 12/03/2011 TO 12/16/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE00500651037 | ||||||
| Project No. | IMNH 0652 (074), IMNH 0652 (074) | ||||||
| Primary County | EDMONSON | ||||||
| Name of Road | TENNESSEE STATE LINE-ELIZABETHTOWN ROAD (I-65) | ||||||
| Description | WIDEN TO 6 LANES BEGINNING AT MP 43.905 TO MP 48.5 | ||||||
| Date Let | 10/22/2010 | Formal Acceptance | |||||
| Date Awarded | 11/04/2010 | Date Work Began | 12/01/2010 | ||||
| Date Contract Executed | 11/19/2010 | Open To Traffic | |||||
| Date NTP Issued | 11/19/2010 | Actual Completion Date | |||||
| Current Contract Amount | $40,641,234.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $38,987,459.60 |
Total Earnings | $20,286,826.44 |
$19,953,442.23 |
$333,384.21 |
|
| Percent Complete | 52.38 |
Stockpiled Materials | $1,000,156.63 |
$1,023,355.03 |
$-23,198.40 |
|
| Funds Available | $19,354,251.10 |
Gross Earnings | $21,286,983.07 |
$20,976,797.26 |
$310,185.81 |
|
| Total Change Orders | $1,653,774.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,286,983.07 |
$20,976,797.26 |
$310,185.81 |
|||
| Contract Id | 101337 | Change Order Summary |
County | EDMONSON | ||||||
| Estimate Nbr | 0027 | Project Number | IMNH 0652 (074), IMNH 0652 (074) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 12/03/2011 TO 12/16/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Undercut- #2 Stone- Ty- IV Fabric Pull Off Construction Veh | Approved | 03/24/2011 | $126,520.00 | -13.0 | |||||
| 002 | Approach Slabs, Mass Concrete, & Sinkhole Treatment | Approved | 08/19/2011 | $527,254.57 | 44.0 | |||||
| 003 | Non Spec Material Override | Approved | 07/19/2011 | $0.00 | 0.0 | |||||
| 004 | Funds for Fuel and Asphalt Adjustments | Approved | 11/17/2011 | $1,000,000.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 101337 | COMMONWEALTH OF KENTUCKY |
County | EDMONSON | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE00500651037 | ||||||
| Estimate Nbr | 0027 | Period | 12/03/2011 TO 12/16/2011 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 1002 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 1201 | DGA BASE | 00001 | TON | 40,460.00 | 40,460.000 | 36,117.840 | 36,117.840 | 15.95 | 576,079.54 | |||
| 1202 | CRUSHED STONE BASE | 00003 | TON | 38,754.00 | 38,754.000 | 0.000 | 0.000 | 15.95 | 0.00 | |||
| 1203 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 56,968.00 | 56,968.000 | 55,850.180 | 55,850.180 | 31.30 | 1,748,110.63 | |||
| 1204 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 13,291.00 | 13,291.000 | 8,026.560 | 8,026.560 | 40.70 | 326,680.99 | |||
| 1205 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 19,708.00 | 19,708.000 | 18,625.380 | 18,625.380 | 38.85 | 723,596.01 | |||
| 1206 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 2,791.00 | 2,791.000 | 0.000 | 0.000 | 42.10 | 0.00 | |||
| 1207 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 23,081.00 | 23,081.000 | 7,969.450 | 7,969.450 | 45.80 | 365,000.81 | |||
| 1208 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 22,037.00 | 22,037.000 | 19,947.350 | 19,947.350 | 38.85 | 774,954.54 | |||
| 1209 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 5,759.00 | 5,759.000 | 0.000 | 0.000 | 51.05 | 0.00 | |||
| 1210 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 9,894.00 | 9,894.000 | 0.000 | 0.000 | 62.45 | 0.00 | |||
| 1211 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 70,974.00 | 60,974.000 | 15,792.000 | 15,792.000 | 1.93 | 30,478.56 | |||
| 1212 | CEMENT | 02542 | TON | 1,380.00 | 1,180.000 | 312.980 | 312.980 | 108.00 | 33,801.84 | |||
| 1213 | ASPHALT CURING SEAL | 00358 | TON | 162.10 | 152.100 | 15.600 | 15.600 | 470.00 | 7,332.00 | |||
| 1214 | SAND FOR BLOTTER | 02702 | TON | 177.00 | 177.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1215 | ASPHALT SEAL AGGREGATE | 00100 | TON | 133.00 | 133.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1216 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 46.00 | 46.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 1217 | LEVELING & WEDGING PG64-22 | 00190 | TON | 28,117.00 | 28,117.000 | 1,606.480 | 1,606.480 | 49.90 | 80,163.35 | |||
| 1218 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,323.00 | 1,323.000 | 1,029.580 | 1,029.580 | 16.95 | 17,451.38 | |||
| 1219 | BIKE PATH | 23974EC | SQYD | 1,720.00 | 1,720.000 | 0.000 | 0.000 | 14.45 | 0.00 | |||
| 1220 | ROADWAY EXCAVATION | 02200 | CUYD | 242,652.00 | 245,752.000 | 6,968.000 | 75,307.450 | 82,275.450 | 9.20 | 64,105.60 | 756,934.14 | |
| 1221 | STANDARD CURB AND GUTTER | 01810 | LF | 2,584.00 | 2,584.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 1222 | ISLAND CURB AND GUTTER | 01825 | LF | 276.00 | 276.000 | 0.000 | 0.000 | 34.00 | 0.00 | |||
| 1223 | PAVEMENT ADJUSTMENT (BARREN COUNTY) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,397,365.00 | 0.00 | |||
| 8024 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.010 | -1,225.000 | -1,225.000 | 1.00 | -1,225.00 | |||
| 8026 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.010 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 2000 ROADWAY | |||||||
| 2001 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 219.00 | 219.000 | 135.370 | 135.370 | 17.00 | 2,301.29 | |||
| 2002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 93.00 | 93.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2003 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2004 | PERFORATED PIPE-4 IN | 01000 | LF | 26,672.00 | 26,672.000 | 8,570.000 | 8,570.000 | 7.75 | 66,417.50 | |||
| 2005 | PERFORATED PIPE-6 IN | 01001 | LF | 12,079.00 | 12,079.000 | 3,761.000 | 3,761.000 | 4.80 | 18,052.80 | |||
| 2006 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,704.00 | 1,704.000 | 900.500 | 0.000 | 900.500 | 9.75 | 8,779.87 | 8,779.87 | |
| 2007 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (BARREN COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 4,500.00 | 1,350.00 | |||
| 2008 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 2009 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 2010 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 2011 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 2012 | REMOVE PIPE | 01310 | LF | 195.50 | 195.500 | 36.500 | 36.500 | 30.00 | 1,095.00 | |||
| 2013 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 46.00 | 46.000 | 26.000 | 26.000 | 60.00 | 1,560.00 | |||
| 2014 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 133.00 | 133.000 | 109.000 | 109.000 | 7.50 | 817.50 | |||
| 2015 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 2016 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 200.00 | 1,200.000 | 1,422.000 | 1,422.000 | 5.50 | 7,821.00 | |||
| 2017 | BARRICADE-TYPE III | 02014 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 2018 | TEMP DITCH | 02159 | LF | 6,300.00 | 6,300.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 2019 | REMOVE PAVED DITCH | 02165 | SQYD | 821.00 | 821.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 2021 | GRANULAR EMBANKMENT | 02223 | CUYD | 140.00 | 140.000 | 501.570 | 501.570 | 32.00 | 16,050.24 | |||
| 2022 | DITCHING | 02237 | LF | 4,060.00 | 4,060.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 2023 | WATER | 02242 | MGAL | 1,238.00 | 1,238.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 2024 | FENCE-TEMP | 02259 | LF | 13,000.00 | 13,000.000 | 1,982.000 | 1,982.000 | 2.00 | 3,964.00 | |||
| 2025 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 25,029.00 | 25,029.000 | 14,582.000 | 14,582.000 | 4.65 | 67,806.30 | |||
| 2026 | REMOVE FENCE | 02265 | LF | 25,017.00 | 25,017.000 | 12,720.000 | 12,720.000 | 2.10 | 26,712.00 | |||
| 2027 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 12,906.00 | 12,906.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 2028 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 20.00 | 20.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
| 2029 | TEMP GUARDRAIL | 02397 | LF | 375.00 | 375.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 2030 | REMOVE GUARDRAIL | 02381 | LF | 18,052.00 | 18,052.000 | 14,550.500 | 14,550.500 | 2.19 | 31,865.59 | |||
| 2031 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,350.00 | 0.00 | |||
| 2032 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 2034 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 5,500.00 | 44,000.00 | |||
| 2035 | RELOCATE CRASH CUSHION | 02898 | EACH | 12.00 | 12.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 2036 | CHANNEL LINING CLASS II | 02483 | TON | 562.00 | 562.000 | 312.200 | 312.200 | 23.00 | 7,180.60 | |||
| 2037 | CHANNEL LINING CLASS III | 02484 | TON | 1,188.00 | 1,188.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 2039 | CLEARING AND GRUBBING (BARREN COUNTY - 32.9 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.330 | 0.330 | 96,000.00 | 31,680.00 | |||
| 2040 | CONCRETE-CLASS B | 02555 | CUYD | 16.00 | 16.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 2041 | SIGNS | 02562 | SQFT | 661.00 | 661.000 | 568.500 | 568.500 | 6.50 | 3,695.25 | |||
| 2044 | EDGE KEY | 02585 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 2045 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 3,274.00 | 3,274.000 | 331.940 | 331.940 | 1.80 | 597.49 | |||
| 2046 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 74.00 | 20,074.000 | 105,852.340 | 105,852.340 | 2.00 | 211,704.68 | |||
| 2047 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,725.00 | 7,725.000 | 7,376.670 | 7,376.670 | 2.00 | 14,753.34 | |||
| 2048 | MAINTAIN & CONTROL TRAFFIC (BARREN COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.450 | 0.450 | 211,200.00 | 95,040.00 | |||
| 2049 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 2050 | MOBILIZATION FOR MILL & TEXT (BARREN COUNTY) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 2051 | REMOVE CATCH BASIN | 01706 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 450.00 | 900.00 | |||
| 2052 | REMOVE HEADWALL | 02625 | EACH | 25.00 | 25.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 2053 | RECONSTRUCT CATCH BASIN | 01708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 2054 | CAP DROP BOX INLET | 01584 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
| 2055 | CLEAN CULVERT (STATIONS 1741+00.94 AND 1816+57.10) | 20465EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 2056 | SAFELOADING | 02690 | CUYD | 15.54 | 15.540 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2057 | CONCRETE-CLASS A | 08100 | CUYD | 11.80 | 11.800 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 2058 | STEEL REINFORCEMENT | 08150 | LB | 64.00 | 64.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2059 | STAKING (BARREN COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 110,000.00 | 27,500.00 | |||
| 2060 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 2061 | REMOVE STRUCTURE (TWIN BRIDGES OVER RAILROAD) | 02731 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 324,000.00 | 81,000.00 | |||
| 2062 | REMOVE STRUCTURE (TWIN BRIDGES OVER US 31W) | 02731 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 160,000.00 | 80,000.00 | |||
| 2063 | REMOVE STRUCTURE (TWIN BRIDGES OVER KY 255) | 02731 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 225,000.00 | 191,250.00 | |||
| 2064 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 330.00 | 330.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2065 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 17,364.00 | 17,364.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2066 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 78.00 | 78.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2067 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 151.00 | 151.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2068 | TURF REINFORCEMENT MAT 4 | 23277EN11F | SQYD | 70.00 | 70.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2069 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 2070 | MASONRY COATING | 02998 | SQYD | 10,187.00 | 10,187.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2071 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 23,090.00 | 23,090.000 | 13,100.000 | 13,100.000 | 3.00 | 39,300.00 | |||
| 2072 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 25,670.00 | 25,670.000 | 25,435.000 | 25,435.000 | 4.00 | 101,740.00 | |||
| 2073 | TUBULAR MARKERS | 03225 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 42.00 | 0.00 | |||
| 2074 | EROSION CONTROL (BARREN COUNTY) | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.200 | 18,000.00 | 3,600.00 | |||
| 2075 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,210.00 | 9,210.000 | 9,263.660 | 9,263.660 | 1.20 | 11,116.39 | |||
| 2076 | TEMP MULCH | 05952 | SQYD | 133,610.00 | 133,610.000 | 122,362.990 | 122,362.990 | 0.18 | 22,025.33 | |||
| 2077 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 77,900.00 | 77,900.000 | 19,611.100 | 19,611.100 | 0.22 | 4,314.44 | |||
| 2078 | TOPDRESSING FERTILIZER | 05966 | TON | 6.90 | 6.900 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 2079 | SEEDING AND PROTECTION | 05985 | SQYD | 159,236.00 | 159,236.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 2080 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 201.00 | 201.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 2081 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 2082 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 51,938.00 | 51,938.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 2083 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 29,492.00 | 29,492.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 2084 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 2,940.00 | 2,940.000 | 0.000 | 0.000 | 0.38 | 0.00 | |||
| 2085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 161,000.00 | 161,000.000 | 114,570.000 | 114,570.000 | 0.16 | 18,331.20 | |||
| 2086 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,350.00 | 10,350.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 2087 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 5,010.00 | 5,010.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 2088 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,520.00 | 4,520.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 2089 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2090 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 820.00 | 820.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2091 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 679.00 | 679.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2092 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2093 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 52,304.00 | 52,304.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 2095 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 25,032.00 | 25,032.000 | 25,032.000 | 25,032.000 | 0.60 | 15,019.20 | |||
| 2096 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 156.00 | 156.000 | 241.000 | 241.000 | 4.50 | 1,084.50 | |||
| 2097 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 9,966.00 | 9,966.000 | 9,508.000 | 9,508.000 | 53.50 | 508,678.00 | |||
| 2098 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,292.00 | 3,292.000 | 2,781.000 | 2,781.000 | 4.80 | 13,348.80 | |||
| 2099 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 162.00 | 162.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 2100 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 64.00 | 64.000 | 0.000 | 0.000 | 9.95 | 0.00 | |||
| 2101 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 11,962.00 | 11,962.000 | 0.000 | 0.000 | 2.95 | 0.00 | |||
| 2102 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 89.00 | 0.00 | |||
| 2103 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 89.00 | 0.00 | |||
| 8000 | CRUSHED AGGREGATE SIZE NO 2 FOR UNDERCUT | 00078 | TON | 0.00 | 5,600.000 | 35,603.240 | 35,603.240 | 18.50 | 658,659.94 | |||
| 8014 | CONC BARR WALL TY 9T-INSTALL Cabinet Supplied | 20190ES601 | LF | 0.00 | 4,100.000 | 6,910.000 | 6,910.000 | 2.50 | 17,275.00 | |||
| 8015 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 18.000 | 9.000 | 9.000 | 2,500.00 | 22,500.00 | |||
| 8017 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 8018 | DELINEATOR FOR BARRIER WALL-B W/Y | 21332NS830 | EACH | 0.00 | 3,000.000 | 27.000 | 1,116.000 | 1,143.000 | 7.90 | 213.30 | 9,029.70 | |
| 8034 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 16,000.000 | 0.000 | 0.000 | 0.79 | 0.00 | |||
| 8036 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,905.860 | -1,905.860 | 1.00 | -1,905.86 | |||
| 8037 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 250,000.000 | 218,799.090 | 218,799.090 | 1.00 | 218,799.09 | |||
| 8038 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 400,000.000 | 205,149.960 | 205,149.960 | 1.00 | 205,149.96 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 3000 DRAINAGE | |||||||
| 3001 | STORM SEWER PIPE-15 IN | 00521 | LF | 14.00 | 14.000 | 210.000 | 210.000 | 38.00 | 7,980.00 | |||
| 3002 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,738.50 | 4,738.500 | 4,387.000 | 4,387.000 | 38.00 | 166,706.00 | |||
| 3003 | STORM SEWER PIPE-30 IN | 00526 | LF | 5.00 | 5.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 3004 | CULVERT PIPE-15 IN | 00461 | LF | 6.00 | 6.000 | 10.500 | 10.500 | 40.00 | 420.00 | |||
| 3006 | CULVERT PIPE-18 IN | 00462 | LF | 235.40 | 235.400 | 26.500 | 26.500 | 44.00 | 1,166.00 | |||
| 3007 | CULVERT PIPE-24 IN | 00464 | LF | 51.50 | 51.500 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 3008 | STEEL ENCASEMENT PIPE-18 IN | 01075 | LF | 118.00 | 118.000 | 95.000 | 95.000 | 95.00 | 9,025.00 | |||
| 3009 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 19.00 | 19.000 | 19.000 | 19.000 | 120.00 | 2,280.00 | |||
| 3010 | STEEL ENCASEMENT PIPE-30 IN | 23699EC | LF | 13.00 | 13.000 | 13.000 | 13.000 | 203.00 | 2,639.00 | |||
| 3011 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 504.00 | 504.000 | 504.000 | 504.000 | 184.00 | 92,736.00 | |||
| 3012 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 77.00 | 77.000 | 77.000 | 77.000 | 250.00 | 19,250.00 | |||
| 3013 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 70.00 | 70.000 | 70.000 | 70.000 | 350.00 | 24,500.00 | |||
| 3014 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,750.00 | 0.00 | |||
| 3015 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 11.00 | 11.000 | 2.000 | 0.000 | 2.000 | 1,800.00 | 3,600.00 | 3,600.00 | |
| 3016 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 3017 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 3018 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 3019 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 3020 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 3022 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 7,500.00 | 165,000.00 | |||
| 3023 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,500.00 | 30,000.00 | |||
| 3024 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 3025 | CONC MED BARR BOX INLET TY 12B1-50(MOD) | 23977EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,500.00 | 17,000.00 | |||
| 3026 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 8,500.00 | 102,000.00 | |||
| 3027 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 4.000 | 3,000.00 | 6,000.00 | 12,000.00 | |
| 3028 | CURB BOX INLET TYPE A | 01456 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 3029 | JUNCTION BOX-18 IN | 01642 | EACH | 5.00 | 5.000 | 2.000 | 0.000 | 2.000 | 1,800.00 | 3,600.00 | 3,600.00 | |
| 3030 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 3031 | JUNCTION BOX-MOD | 01651 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,200.00 | 0.00 | |||
| 3032 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 4001 BRIDGE | |||||||
| 4101 | CONCRETE-CLASS A | 08100 | CUYD | 527.00 | 527.000 | 16.570 | 208.180 | 224.750 | 426.00 | 7,058.82 | 95,743.50 | |
| 4102 | CONCRETE-CLASS AA | 08104 | CUYD | 1,156.00 | 1,156.000 | 352.460 | 352.460 | 426.00 | 150,147.96 | |||
| 4103 | STEEL REINFORCEMENT | 08150 | LB | 104,642.00 | 104,642.000 | 3,139.260 | 35,524.310 | 38,663.570 | 0.83 | 2,605.58 | 32,090.76 | |
| 4104 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 284,004.00 | 284,004.000 | 86,592.000 | 86,592.000 | 0.88 | 76,200.96 | |||
| 4105 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 562.00 | 562.000 | 486.520 | 486.520 | 222.12 | 108,065.82 | |||
| 4106 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 562.00 | 562.000 | 116.200 | 116.200 | 35.88 | 4,169.25 | |||
| 4107 | MASONRY COATING | 02998 | SQYD | 2,441.00 | 2,441.000 | 813.700 | 813.700 | 9.98 | 8,120.72 | |||
| 4108 | PILES-STEEL HP12X53 | 08046 | LF | 716.00 | 716.000 | 113.880 | 431.820 | 545.700 | 68.95 | 7,852.02 | 37,626.01 | |
| 4109 | PILE POINTS-12 IN | 08094 | EACH | 37.00 | 37.000 | 12.000 | 12.000 | 102.13 | 1,225.56 | |||
| 4110 | TEST PILES | 08033 | LF | 91.00 | 91.000 | 16.180 | 28.580 | 44.760 | 67.36 | 1,089.88 | 3,015.03 | |
| 4111 | PPC I-BEAM TYPE HN42-49 | 23981EC | LF | 3,224.00 | 3,224.000 | 1,209.000 | 1,209.000 | 248.36 | 300,267.24 | |||
| 4112 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 728.00 | 728.000 | 108.330 | 810.700 | 919.030 | 4.00 | 433.32 | 3,676.12 | |
| 4113 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 314.00 | 314.000 | 108.650 | 108.650 | 59.49 | 6,463.58 | |||
| 4114 | RAIL SYSTEM TYPE III | 21532ED | LF | 410.00 | 410.000 | 0.000 | 0.000 | 84.45 | 0.00 | |||
| 4115 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 205.00 | 205.000 | 205.000 | 205.000 | 198.37 | 40,665.85 | |||
| 4116 | APPROACH SLAB | 08500 | SQYD | 704.00 | 704.000 | 218.600 | 218.600 | 185.00 | 40,441.00 | |||
| 4117 | STRUCTURAL STEEL (1552 LBS) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 8,604.56 | 0.00 | |||
| 4118 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 885.00 | 885.000 | 280.840 | 280.840 | 23.28 | 6,537.95 | |||
| 4119 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 463.00 | 463.000 | 16.120 | 36.200 | 52.320 | 925.22 | 14,914.54 | 48,407.51 | |
| 4120 | DRILLED SHAFT 54 IN-SOLID ROCK | 20743ED | LF | 180.00 | 180.000 | 28.250 | 80.870 | 109.120 | 1,065.66 | 30,104.89 | 116,284.81 | |
| 4121 | ROCK SOUNDINGS | 20745ED | LF | 503.00 | 503.000 | 99.400 | 99.400 | 12.60 | 1,252.44 | |||
| 4122 | ROCK CORINGS | 20746ED | LF | 720.00 | 720.000 | 546.400 | 546.400 | 35.63 | 19,468.23 | |||
| 4123 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 48.00 | 48.000 | 46.000 | 46.000 | 26.33 | 1,211.18 | |||
| 4124 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 180.00 | 180.000 | 148.000 | 148.000 | 44.54 | 6,591.92 | |||
| 4125 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 235.00 | 235.000 | 34.690 | 39.650 | 74.340 | 1,155.59 | 40,087.41 | 85,906.56 | |
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 4002 BRIDGE | |||||||
| 4201 | CONCRETE-CLASS A | 08100 | CUYD | 675.10 | 675.100 | 75.380 | 302.660 | 378.040 | 426.00 | 32,111.88 | 161,045.04 | |
| 4202 | CONCRETE-CLASS AA | 08104 | CUYD | 949.70 | 949.700 | 334.260 | 334.260 | 426.00 | 142,394.76 | |||
| 4203 | STEEL REINFORCEMENT | 08150 | LB | 116,219.00 | 116,219.000 | 10,665.860 | 56,704.590 | 67,370.450 | 0.83 | 8,852.66 | 55,917.47 | |
| 4204 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 222,596.00 | 222,596.000 | 77,038.900 | 77,038.900 | 0.88 | 67,794.23 | |||
| 4205 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 84.80 | 84.800 | 269.340 | 269.340 | 99.98 | 26,928.61 | |||
| 4206 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,524.00 | 1,524.000 | 231.070 | 231.070 | 23.28 | 5,379.30 | |||
| 4207 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 646.40 | 646.400 | 93.100 | 93.100 | 35.88 | 3,340.42 | |||
| 4208 | MASONRY COATING | 02998 | SQYD | 2,066.90 | 2,066.900 | 253.100 | 253.100 | 9.98 | 2,525.93 | |||
| 4209 | PILES-STEEL HP12X53 | 08046 | LF | 1,560.00 | 1,560.000 | 474.125 | 693.200 | 1,167.325 | 68.95 | 32,690.91 | 80,487.05 | |
| 4210 | TEST PILES | 08033 | LF | 88.00 | 88.000 | 127.590 | 127.590 | 67.36 | 8,594.46 | |||
| 4211 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 260.00 | 260.000 | 82.200 | 82.200 | 59.49 | 4,890.07 | |||
| 4212 | RAIL SYSTEM TYPE III | 21532ED | LF | 834.00 | 834.000 | 416.800 | 416.800 | 84.45 | 35,198.76 | |||
| 4213 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 3,281.30 | 3,281.300 | 1,230.420 | 1,230.420 | 222.82 | 274,162.18 | |||
| 4214 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 338.80 | 338.800 | 61.560 | 445.010 | 506.570 | 222.12 | 13,673.70 | 112,519.32 | |
| 4215 | PILE POINTS-12 IN | 08094 | EACH | 42.00 | 42.000 | 7.000 | 21.000 | 28.000 | 102.13 | 714.91 | 2,859.64 | |
| 4216 | CONCRETE FORM LINER | 21119ED | SQYD | 570.60 | 570.600 | 191.260 | 191.260 | 99.98 | 19,122.17 | |||
| 4217 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 44.54 | 1,425.28 | |||
| 4218 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 26.33 | 421.28 | |||
| 8016 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 150.000 | 53.640 | 53.640 | 154.76 | 8,301.32 | |||
| 8022 | APPROACH SLAB KY 255 OVERPASS | 08500 | SQYD | 0.00 | 704.000 | 235.460 | 235.460 | 185.00 | 43,560.10 | |||
| 8035 | COST PLUS WORK KY 255 Bridge Cave Mitigation | 10080NSD | DOLL | 0.00 | 8,033.760 | 8,033.760 | 8,033.760 | 1.00 | 8,033.76 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 4003 BRIDGE | |||||||
| 4301 | CONCRETE-CLASS A | 08100 | CUYD | 712.10 | 712.100 | 252.830 | 252.830 | 426.00 | 107,705.58 | |||
| 4302 | CONCRETE-CLASS AA | 08104 | CUYD | 1,267.00 | 1,267.000 | 419.600 | 419.600 | 426.00 | 178,749.60 | |||
| 4303 | STEEL REINFORCEMENT | 08150 | LB | 110,777.00 | 110,777.000 | 39,331.100 | 39,331.100 | 0.83 | 32,644.81 | |||
| 4304 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 280,376.00 | 280,376.000 | 98,448.000 | 98,448.000 | 0.88 | 86,634.24 | |||
| 4305 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 530.00 | 530.000 | 237.400 | 237.400 | 222.12 | 52,731.28 | |||
| 4306 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 500.00 | 500.000 | 91.400 | 91.400 | 35.88 | 3,279.43 | |||
| 4307 | PILES-STEEL HP14X73 | 08050 | LF | 2,502.00 | 2,502.000 | 887.900 | 887.900 | 57.81 | 51,329.49 | |||
| 4308 | TEST PILES | 08033 | LF | 94.00 | 94.000 | 96.350 | 96.350 | 67.36 | 6,490.13 | |||
| 4309 | PILE POINTS-14 IN | 08095 | EACH | 60.00 | 60.000 | 20.000 | 20.000 | 100.40 | 2,008.00 | |||
| 4310 | TECHNIQUE SHAFT | 22588NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 56,271.28 | 0.00 | |||
| 4311 | ROCK SOUNDINGS | 20745ED | LF | 471.00 | 471.000 | 355.300 | 355.300 | 12.60 | 4,476.78 | |||
| 4312 | ROCK CORINGS | 20746ED | LF | 813.00 | 813.000 | 808.300 | 808.300 | 35.63 | 28,799.72 | |||
| 4313 | DRILLED SHAFT-66 IN (COMMON) | 21420ED | LF | 471.00 | 471.000 | 250.190 | 250.190 | 1,062.36 | 265,791.84 | |||
| 4314 | DRILLED SHAFT-60 IN (SOLID ROCK) | 21421ED | LF | 413.00 | 413.000 | 123.940 | 123.940 | 1,155.59 | 143,223.82 | |||
| 4315 | CSL ACCESS TUBING (6 TUBES) | 21320NC | EACH | 20.00 | 20.000 | 8.000 | 8.000 | 1,623.54 | 12,988.32 | |||
| 4316 | CSL TESTING (6 TUBES) | 21322NC | EACH | 20.00 | 20.000 | 8.000 | 8.000 | 1,023.16 | 8,185.28 | |||
| 4317 | CSL TESTING MOBILIZATION | 22590NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 767.37 | 1,534.74 | |||
| 4318 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,415.00 | 1,415.000 | 408.090 | 408.090 | 23.28 | 9,500.33 | |||
| 4319 | PPC I-BEAM TYPE HN36-49 | 23963EC | LF | 3,765.00 | 3,765.000 | 1,412.000 | 1,412.000 | 254.63 | 359,537.56 | |||
| 4320 | MASONRY COATING | 02998 | SQYD | 1,970.00 | 1,970.000 | 656.700 | 656.700 | 9.98 | 6,553.86 | |||
| 4321 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 349.00 | 349.000 | 108.000 | 108.000 | 59.49 | 6,424.92 | |||
| 4322 | RAIL SYSTEM TYPE III | 21532ED | LF | 483.00 | 483.000 | 0.000 | 0.000 | 84.45 | 0.00 | |||
| 4323 | MECHANICAL REINF COUPLER #5 | 08130 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 26.33 | 1,685.12 | |||
| 4324 | MECHANICAL REINF COUPLER #8 | 08133 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 44.54 | 1,425.28 | |||
| 4325 | MECHANICAL REINF COUPLER #10 | 08135 | EACH | 80.00 | 80.000 | 80.000 | 80.000 | 56.72 | 4,537.60 | |||
| 4326 | PROTECTIVE FENCE | 23964EC | LF | 480.00 | 480.000 | 0.000 | 0.000 | 63.71 | 0.00 | |||
| 8020 | EW~ Railroad Flagmen Supplemental Payment | 10098NX | DOLL | 0.00 | 5,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8023 | APPROACH SLAB CSX OVERPASS | 08500 | SQYD | 0.00 | 704.000 | 216.700 | 216.700 | 185.00 | 40,089.50 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 5000 WATERLINE | |||||||
| 5001 | PE WATER MAIN-6 IN | 23969EC | LF | 227.00 | 227.000 | 282.000 | 282.000 | 64.05 | 18,062.10 | |||
| 5002 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 340.00 | 340.000 | 340.000 | 340.000 | 240.80 | 81,872.00 | |||
| 5003 | OPEN CUT W/ STEEL ENCASEMENT | 21788ED | LF | 230.00 | 230.000 | 230.000 | 230.000 | 59.80 | 13,754.00 | |||
| 5004 | RESILIENT SEATED GATE VALVE-6 IN | 23442EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,135.00 | 4,540.00 | |||
| 5005 | TIE-IN TO WATER LINE | 03460 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,910.00 | 7,640.00 | |||
| 5006 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 125.00 | 500.00 | |||
| 5007 | AIR RELEASE VALVE ASSEMBLY | 22082NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,550.00 | 1,550.00 | |||
| 5008 | CONCRETE CLASS C | 23966EC | CUYD | 4.00 | 4.000 | 2.360 | 2.360 | 160.00 | 377.60 | |||
| 5009 | WATER MAIN PIPE MARKER | 22084NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 5010 | TOPSOIL AND SEEDING OF TRENCHES | 23514EC | LF | 357.00 | 357.000 | 178.500 | 178.500 | 2.00 | 357.00 | |||
| 5011 | EXCAVATION-UNCLASSIFIED | 23326EC | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 5012 | CRUSHED STONE BACKFILL | 23983EC | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 34.65 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 6000 SIGNING | |||||||
| 6001 | GMSS GALV STEEL TYPE A | 06400 | LB | 9,046.00 | 9,046.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 6002 | GMSS GALV STEEL TYPE C | 06441 | LB | 4,065.00 | 4,065.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 6003 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 40.34 | 40.340 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 6004 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 924.00 | 924.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 6005 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,307.00 | 1,307.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 6006 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 615.00 | 615.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 6007 | STEEL POST TYPE 1 | 06410 | LF | 1,016.00 | 1,016.000 | 0.000 | 0.000 | 7.85 | 0.00 | |||
| 6008 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 416.00 | 416.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 6009 | STEEL POST TYPE 2 | 06411 | LF | 913.00 | 913.000 | 0.000 | 0.000 | 5.30 | 0.00 | |||
| 6010 | GMSS TYPE D | 21596ND | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 6011 | REFERENCE MARKER | 04903 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 6012 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 6013 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 6014 | BARRIER MOUNTING BRACKET | 04904 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 6015 | BARRIER WALL POST | 20912ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 6016 | ROADWAY CROSS SECTION | 20419ND | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 6018 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 6100 TRAFFIC LOOPS | |||||||
| 6101 | CONDUIT-2 IN | 04795 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 6102 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 565.00 | 0.00 | |||
| 6103 | TRENCHING AND BACKFILLING | 04820 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 6104 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 6105 | LOOP WIRE | 04830 | LF | 2,856.00 | 2,856.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 6106 | LOOP SAW SLOT AND FILL | 04895 | LF | 552.00 | 552.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 6107 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 6108 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 7000 LIGHTING | |||||||
| 7001 | POLE 30 FT MTG HT | 04700 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 725.00 | 0.00 | |||
| 7002 | POLE 40 FT MTG HT | 04701 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 830.00 | 0.00 | |||
| 7003 | BRACKET 8 FT | 04722 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 260.00 | 0.00 | |||
| 7004 | BRACKET 10 FT | 04723 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 7005 | BRACKET 12 FT | 04724 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 280.00 | 0.00 | |||
| 7006 | BRACKET 15 FT | 04725 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 7007 | POLE BASE | 04740 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 7008 | TRANSFORMER BASE | 04750 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 7009 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,500.00 | 0.00 | |||
| 7010 | HPS LUMINAIRE | 04770 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 365.00 | 0.00 | |||
| 7011 | FUSED CONNECTOR KIT | 04780 | EACH | 56.00 | 56.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 7012 | CONDUIT-1 1/4 IN | 04793 | LF | 4,223.00 | 4,223.000 | 95.000 | 95.000 | 6.50 | 617.50 | |||
| 7013 | CONDUIT-2 IN | 04795 | LF | 623.00 | 623.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 7014 | JUNCTION BOX TYPE B | 04811 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 325.00 | 0.00 | |||
| 7015 | TRENCHING AND BACKFILLING | 04820 | LF | 4,846.00 | 4,846.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 7016 | WIRE-NO. 12 | 04832 | LF | 2,588.00 | 2,588.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 7017 | WIRE-NO. 8 | 04833 | LF | 15,900.00 | 15,900.000 | 600.000 | 600.000 | 0.79 | 474.00 | |||
| 7018 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 8019 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 623.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 8000 SEWER | |||||||
| 8001 | SANITARY SEWER FORCE MAIN (6 INCH) | 23013EN | LF | 154.00 | 154.000 | 342.000 | 342.000 | 56.95 | 19,476.90 | |||
| 8002 | SANITARY SEWER FORCE MAIN (3 INCH) | 23013EN | LF | 313.00 | 313.000 | 360.000 | 360.000 | 42.50 | 15,300.00 | |||
| 8003 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 633.00 | 633.000 | 477.387 | 477.387 | 235.40 | 112,376.89 | |||
| 8004 | STEEL ENCASEMENT PIPE-6 IN | 01063 | LF | 240.00 | 240.000 | 240.000 | 240.000 | 207.25 | 49,740.00 | |||
| 8005 | TIE-IN TO WATER LINE | 03460 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,860.00 | 7,440.00 | |||
| 8006 | CUT CAP AND BLOCK FORCE MAIN | 21354ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 115.00 | 460.00 | |||
| 8007 | COMBINATION AIR RELEASE VALVE ASSEMBLY | 22644NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,635.00 | 5,635.00 | |||
| 8008 | ASPHALT DRIVEWAY/PARKING LOT REPLACEMENT | 23967EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 8009 | CONCRETE CLASS C | 23966EC | CUYD | 4.00 | 4.000 | 4.120 | 4.120 | 160.00 | 659.20 | |||
| 8010 | TOPSOIL AND SEEDING OF TRENCHES | 23514EC | LF | 475.00 | 475.000 | 237.500 | 237.500 | 2.00 | 475.00 | |||
| 8011 | FORCE MAIN AND/OR VALVE MARKER | 23968EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 55.00 | 495.00 | |||
| 8012 | EXCAVATION-UNCLASSIFIED | 23326EC | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 2.40 | 0.00 | |||
| 8013 | CRUSHED STONE BACKFILL | 23983EC | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 34.65 | 0.00 | |||
| 8021 | COST PLUS WORK Open Cut Force Main | 10080NSD | DOLL | 0.00 | 19,246.770 | 19,246.770 | 19,246.770 | 1.00 | 19,246.77 | |||
| 8033 | TEMPORARY SEWERLINE DIVERSION | 23551EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,600.00 | 24,600.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 9000 DEMOBILIZATION / MOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 437,721.61 | 437,721.61 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 387,996.69 | 0.00 | |||
| Project | DE00500651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 9100 TRAINEES | |||||||
| 9101 | TRAINEE PAYMENT REIMBURSEMENT 1 A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 9102 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTAR | 02742 | HOUR | 1,400.00 | 1,400.000 | 486.500 | 486.500 | 1.00 | 486.50 | |||
| SUBTOT | $278,489.34 |
$13,560,136.59 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2025-1-0I |
FENCE, BARB WIRE Z | LF |
25,029.00 | 0004 | $1.475800 | $36,937.79 | ||||||
3002-1-0I |
PIPE, CMP 1.63 MM | LF |
4,738.50 | 0004 | $11.566530 | $54,808.00 | ||||||
2025-2-0I |
FENCE STUD T | LF |
25,029.00 | 0005 | $0.317980 | $7,958.72 | ||||||
4203-1-0I |
STEEL REINUN 615GR40 | LB |
116,219.00 | 0005 | $0.152980 | $17,779.18 | ||||||
4209-1-0I |
PILES | LF |
1,560.00 | 0005 | $12.501330 | $19,502.07 | ||||||
4213-1-0I |
I BEAM, TYPE 4 | LF |
2,632.00 | 0005 | $122.854000 | $323,351.72 | ||||||
4213-2-0I |
I BEAM, TYPE 4 | LF |
649.30 | 0006 | $122.854000 | $79,769.10 | ||||||
4103-1-0I |
STEEL REINUN 615GR40 | LB |
41,666.00 | 0007 | $0.377600 | $15,733.08 | ||||||
4104-3-0I |
BOLSTERS, EP COATED | LB |
284,004.00 | 0007 | $0.010320 | $2,930.92 | ||||||
4104-2-0I |
BOLSTERS, EP COATED | LB |
284,004.00 | 0007 | $0.010320 | $2,930.92 | ||||||
4104-1-0I |
BOLSTERS, EP COATED | LB |
284,004.00 | 0007 | $0.009340 | $2,652.60 | ||||||
4204-3-0I |
BOLSTERS, EP COATED | LB |
222,596.00 | 0007 | $0.013020 | $2,898.20 | ||||||
4204-2-0I |
BOLSTERS, EP COATED | LB |
222,596.00 | 0007 | $0.013020 | $2,898.20 | ||||||
4204-1-0I |
BOLSTERS, EP COATED | LB |
222,596.00 | 0007 | $0.012870 | $2,864.81 | ||||||
4304-3-0I |
BOLSTERS, EP COATED | LB |
280,376.00 | 0007 | $0.011350 | $3,182.26 | ||||||
4304-2-0I |
BOLSTERS, EP COATED | LB |
280,376.00 | 0007 | $0.011350 | $3,182.26 | ||||||
4304-1-0I |
BOLSTERS, EP COATED | LB |
280,376.00 | 0007 | $0.010810 | $3,030.86 | ||||||
4307-2-0I |
PILES | LF |
118.85 | 0007 | $155.816000 | $18,518.73 | ||||||
4307-1-0I |
PILES | LF |
118.85 | 0007 | $155.816000 | $18,518.73 | ||||||
4103-2-0I |
STEEL REINUN 615GR40 | LF |
30,062.00 | 0008 | $0.379900 | $11,420.55 | ||||||
4209-2-0I |
PILES | LF |
1,560.00 | 0008 | $30.486000 | $47,558.16 | ||||||
4302-1-0I |
STAY IN PL FORMS | CUYD |
1,297.00 | 0008 | $14.728400 | $19,102.73 | ||||||
4307-3-0I |
PILES | LF |
2,502.00 | 0008 | $22.204700 | $55,556.16 | ||||||
4102-1-0I |
STAY IN PL FORMS | CUYD |
1,156.00 | 0009 | $66.155300 | $76,475.53 | ||||||
4111-1-0I |
I BEAM TYP 6 | LF |
3,224.00 | 0009 | $143.150600 | $461,517.53 | ||||||
4319-1-0I |
I BEAM TYP 6 | LF |
1,120.00 | 0009 | $127.335200 | $142,615.42 | ||||||
4319-2-0I |
I BEAM TYP 6 | LF |
2,645.00 | 0011 | $127.335150 | $0.00 | ||||||
4319-2-1I |
I BEAM TYP 6 | LF |
2,645.00 | 0012 | $127.335150 | $336,801.47 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
346.00 | 0006 | $11.566530 | $-4,002.02 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
569.00 | 0008 | $11.566530 | $-6,581.36 | ||||||
4103-2-0A |
STEEL REINUN 615GR40 | LF |
3,217.30 | 0008 | $0.379900 | $-1,222.25 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
3,217.30 | 0008 | $0.377600 | $-1,214.85 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
7,911.05 | 0008 | $0.152980 | $-1,210.23 | ||||||
4103-2-0A |
STEEL REINUN 615GR40 | LF |
4,372.00 | 0009 | $0.379900 | $-1,660.92 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
4,372.00 | 0009 | $0.377600 | $-1,650.87 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
4,908.29 | 0009 | $0.152980 | $-750.87 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
9,456.76 | 0010 | $0.152980 | $-1,446.69 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
3,979.13 | 0011 | $0.152980 | $-608.73 | ||||||
2025-2-0A |
FENCE STUD T | LF |
1,750.00 | 0012 | $0.317980 | $-556.46 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
1,750.00 | 0012 | $1.475800 | $-2,582.65 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
1,032.00 | 0012 | $11.566530 | $-11,936.66 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
10,805.08 | 0012 | $0.152980 | $-1,652.96 | ||||||
4307-3-0A |
PILES | LF |
494.60 | 0012 | $22.204700 | $-10,982.44 | ||||||
4307-2-0A |
PILES | LF |
118.85 | 0012 | $155.816000 | $-18,518.73 | ||||||
4307-1-0A |
PILES | LF |
118.85 | 0012 | $155.816000 | $-18,518.73 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
648.00 | 0013 | $11.566530 | $-7,495.11 | ||||||
4103-2-0A |
STEEL REINUN 615GR40 | LF |
2,899.00 | 0013 | $0.379900 | $-1,101.33 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
2,899.00 | 0013 | $0.377600 | $-1,094.66 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
5,194.55 | 0013 | $0.152980 | $-794.66 | ||||||
4307-3-0A |
PILES | LF |
393.30 | 0013 | $22.204700 | $-8,733.11 | ||||||
2025-2-0A |
FENCE STUD T | LF |
2,142.00 | 0014 | $0.317980 | $-681.11 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
2,142.00 | 0014 | $1.475800 | $-3,161.16 | ||||||
4103-2-0A |
STEEL REINUN 615GR40 | LF |
15,166.01 | 0014 | $0.379900 | $-5,761.57 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
15,166.01 | 0014 | $0.377600 | $-5,726.68 | ||||||
4111-1-0A |
I BEAM TYP 6 | LF |
282.00 | 0014 | $143.150600 | $-40,368.47 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
6,952.25 | 0014 | $0.152980 | $-1,063.56 | ||||||
4213-2-0A |
I BEAM, TYPE 4 | LF |
243.48 | 0014 | $122.854000 | $-29,912.49 | ||||||
4213-1-0A |
I BEAM, TYPE 4 | LF |
243.48 | 0014 | $122.854000 | $-29,912.49 | ||||||
4319-2-0A |
I BEAM TYP 6 | LF |
438.48 | 0014 | $127.335150 | $0.00 | ||||||
4319-1-0A |
I BEAM TYP 6 | LF |
438.48 | 0014 | $127.335200 | $-55,833.94 | ||||||
2025-2-0A |
FENCE STUD T | LF |
672.00 | 0015 | $0.317980 | $-213.68 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
672.00 | 0015 | $1.475800 | $-991.74 | ||||||
4209-2-0A |
PILES | LF |
270.58 | 0015 | $30.486000 | $-8,248.90 | ||||||
4209-1-0A |
PILES | LF |
270.58 | 0015 | $12.501330 | $-3,382.61 | ||||||
4213-2-0A |
I BEAM, TYPE 4 | LF |
405.82 | 0015 | $122.854000 | $-49,856.61 | ||||||
4213-1-0A |
I BEAM, TYPE 4 | LF |
639.96 | 0015 | $122.854000 | $-78,621.64 | ||||||
2025-2-0A |
FENCE STUD T | LF |
3,523.00 | 0016 | $0.317980 | $-1,120.24 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
3,523.00 | 0016 | $1.475800 | $-5,199.24 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
1,299.00 | 0016 | $11.566530 | $-15,024.92 | ||||||
4111-1-0A |
I BEAM TYP 6 | LF |
645.00 | 0016 | $143.150600 | $-92,332.14 | ||||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
3,866.56 | 0016 | $0.152980 | $-591.51 | ||||||
4213-1-0A |
I BEAM, TYPE 4 | LF |
346.98 | 0016 | $122.854000 | $-42,627.88 | ||||||
4319-2-0A |
I BEAM TYP 6 | LF |
535.02 | 0016 | $127.335150 | $0.00 | ||||||
4319-1-0A |
I BEAM TYP 6 | LF |
535.02 | 0016 | $127.335200 | $-68,126.88 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | LF |
493.00 | 0017 | $11.566530 | $-5,702.30 | ||||||
4103-2-0A |
STEEL REINUN 615GR40 | LF |
4,407.69 | 0017 | $0.379900 | $-1,674.48 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
5,599.00 | 0017 | $0.377600 | $-2,114.18 | ||||||
4111-1-0A |
I BEAM TYP 6 | LF |
282.00 | 0017 | $143.150600 | $-40,368.47 | ||||||
4319-1-0A |
I BEAM TYP 6 | LF |
146.50 | 0017 | $127.335200 | $-18,654.61 | ||||||
4319-2-0A |
I BEAM TYP 6 | LF |
438.50 | 0017 | $127.335150 | $0.00 | ||||||
2025-2-0A |
FENCE STUD T | LF |
3,500.00 | 0018 | $0.317980 | $-1,112.93 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
3,500.00 | 0018 | $1.475800 | $-5,165.30 | ||||||
4204-3-0A |
BOLSTERS, EP COATED | LB |
37,821.90 | 0018 | $0.013020 | $-492.44 | ||||||
4204-2-0A |
BOLSTERS, EP COATED | LB |
37,821.90 | 0018 | $0.013020 | $-492.44 | ||||||
4204-1-0A |
BOLSTERS, EP COATED | LB |
37,821.90 | 0018 | $0.012870 | $-486.77 | ||||||
2025-2-0A |
FENCE STUD T | LF |
2,995.00 | 0019 | $0.317980 | $-952.35 | ||||||
2025-1-0A |
FENCE, BARB WIRE Z | LF |
2,995.00 | 0019 | $1.475800 | $-4,420.02 | ||||||
4302-1-0A |
STAY IN PL FORMS | CUYD |
371.60 | 0019 | $14.728400 | $-5,473.07 | ||||||
4304-2-0A |
BOLSTERS, EP COATED | LB |
87,826.00 | 0019 | $0.011350 | $-996.82 | ||||||
4304-1-0A |
BOLSTERS, EP COATED | LB |
87,826.00 | 0019 | $0.010810 | $-949.40 | ||||||
4304-3-0A |
BOLSTERS, EP COATED | LB |
87,826.00 | 0019 | $0.011350 | $-996.82 | ||||||
4204-2-0A |
BOLSTERS, EP COATED | LB |
39,217.00 | 0020 | $0.013020 | $-510.61 | ||||||
4204-1-0A |
BOLSTERS, EP COATED | LB |
39,217.00 | 0020 | $0.012870 | $-504.72 | ||||||
4204-3-0A |
BOLSTERS, EP COATED | LB |
39,217.00 | 0020 | $0.013020 | $-510.61 | ||||||
4102-1-0A |
STAY IN PL FORMS | CUYD |
352.46 | 0021 | $66.155300 | $-23,317.10 | ||||||
4104-3-0A |
BOLSTERS, EP COATED | LB |
86,592.00 | 0021 | $0.010320 | $-893.63 | ||||||
4104-2-0A |
BOLSTERS, EP COATED | LB |
86,592.00 | 0021 | $0.010320 | $-893.63 | ||||||
4104-1-0A |
BOLSTERS, EP COATED | LB |
86,592.00 | 0021 | $0.009340 | $-808.77 | ||||||
4204-3-0A |
BOLSTERS, EP COATED | LB |
5,037.23 | 0021 | $0.013020 | $-65.58 | ||||||
4204-2-0A |
BOLSTERS, EP COATED | LB |
5,037.23 | 0021 | $0.013020 | $-65.58 | ||||||
4204-1-0A |
BOLSTERS, EP COATED | LB |
5,037.23 | 0021 | $0.012870 | $-64.83 | ||||||
4204-3-0A |
BOLSTERS, EP COATED | LB |
-5,037.23 | 0022 | $0.013020 | $65.58 | ||||||
4204-2-0A |
BOLSTERS, EP COATED | LB |
-5,037.23 | 0022 | $0.013020 | $65.58 | ||||||
4204-1-0A |
BOLSTERS, EP COATED | LB |
-5,037.23 | 0022 | $0.012870 | $64.83 | ||||||
4302-1-0A |
STAY IN PL FORMS | CUYD |
48.00 | 0023 | $14.728400 | $-706.96 | ||||||
4304-3-0A |
BOLSTERS, EP COATED | LB |
10,622.00 | 0023 | $0.011350 | $-120.56 | ||||||
4304-2-0A |
BOLSTERS, EP COATED | LB |
10,622.00 | 0023 | $0.011350 | $-120.56 | ||||||
4304-1-0A |
BOLSTERS, EP COATED | LB |
10,622.00 | 0023 | $0.010810 | $-114.82 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
4,271.00 | 0026 | $0.377600 | $-1,612.73 | ||||||
4209-2-0A |
PILES | LF |
177.26 | 0026 | $30.486000 | $-5,403.95 | ||||||
4209-1-0A |
PILES | LF |
177.26 | 0026 | $12.501330 | $-2,215.99 | ||||||
4103-1-0A |
STEEL REINUN 615GR40 | LB |
3,139.26 | 0027 | $0.377600 | -1,185.38 | $-1,185.38 | |||||
4203-1-0A |
STEEL REINUN 615GR40 | LB |
10,665.86 | 0027 | $0.152980 | -1,631.66 | $-1,631.66 | |||||
4209-2-0A |
PILES | LF |
474.12 | 0027 | $30.486000 | -14,454.17 | $-14,454.17 | |||||
4209-1-0A |
PILES | LF |
474.12 | 0027 | $12.501330 | -5,927.19 | $-5,927.19 | |||||
| SUBTOT | $976,434.51 |
|||||||||||
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 1002 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 1201 | DGA BASE | 00001 | TON | 26,837.00 | 26,837.000 | 19,893.220 | 19,893.220 | 15.95 | 317,296.85 | |||
| 1203 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 41,228.00 | 41,228.000 | 41,348.660 | 41,348.660 | 31.30 | 1,294,213.05 | |||
| 1204 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 11,474.00 | 11,474.000 | 5,253.460 | 5,253.460 | 40.70 | 213,815.82 | |||
| 1205 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 16,554.00 | 16,554.000 | 15,706.880 | 15,706.880 | 38.85 | 610,212.28 | |||
| 1207 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 17,421.00 | 17,421.000 | 424.660 | 7,659.620 | 8,084.280 | 45.80 | 19,449.42 | 370,260.02 | |
| 1208 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 18,974.00 | 18,974.000 | 16,114.600 | 16,114.600 | 38.85 | 626,052.21 | |||
| 1209 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 4,943.00 | 4,943.000 | 0.000 | 0.000 | 51.05 | 0.00 | |||
| 1210 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 7,415.00 | 7,415.000 | 0.000 | 0.000 | 62.45 | 0.00 | |||
| 1211 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 62,412.00 | 62,412.000 | 60,611.000 | 60,611.000 | 1.93 | 116,979.23 | |||
| 1212 | CEMENT | 02542 | TON | 1,213.00 | 1,213.000 | 1,204.900 | 1,204.900 | 108.00 | 130,129.20 | |||
| 1213 | ASPHALT CURING SEAL | 00358 | TON | 128.40 | 128.400 | 59.040 | 59.040 | 470.00 | 27,748.80 | |||
| 1214 | SAND FOR BLOTTER | 02702 | TON | 156.00 | 156.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1215 | ASPHALT SEAL AGGREGATE | 00100 | TON | 276.00 | 276.000 | 0.000 | 0.000 | 62.00 | 0.00 | |||
| 1216 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 24.00 | 24.000 | 0.000 | 0.000 | 720.00 | 0.00 | |||
| 1217 | LEVELING & WEDGING PG64-22 | 00190 | TON | 10,126.00 | 10,126.000 | 245.870 | 1,149.580 | 1,395.450 | 49.90 | 12,268.91 | 69,632.95 | |
| 1218 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,806.00 | 1,806.000 | 493.410 | 493.410 | 16.95 | 8,363.29 | |||
| 1220 | ROADWAY EXCAVATION | 02200 | CUYD | 71,792.00 | 71,792.000 | 30,082.560 | 30,082.560 | 9.20 | 276,759.55 | |||
| 1221 | PAVEMENT ADJUSTMENT (EDMONSON COUNTY) | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,204,805.00 | 0.00 | |||
| 8025 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.010 | -15,725.000 | -15,725.000 | 1.00 | -15,725.00 | |||
| 8027 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.010 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 2000 ROADWAY | |||||||
| 2001 | CRUSHED AGGREGATE SIZE NO 57 | 00071 | TON | 160.00 | 160.000 | 72.270 | 72.270 | 17.00 | 1,228.59 | |||
| 2002 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 84.00 | 84.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 2003 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2004 | PERFORATED PIPE-4 IN | 01000 | LF | 22,605.00 | 22,605.000 | 11,247.000 | 11,247.000 | 7.75 | 87,164.25 | |||
| 2005 | PERFORATED PIPE-6 IN | 01001 | LF | 10,873.00 | 10,873.000 | 10,494.000 | 10,494.000 | 4.80 | 50,371.20 | |||
| 2006 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,491.00 | 1,491.000 | 910.000 | 0.000 | 910.000 | 9.75 | 8,872.50 | 8,872.50 | |
| 2007 | INSPECT & CERTIFY EDGE DRAIN SYSTEM (EDMONSON COUNTY) | 01015 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 4,500.00 | 1,350.00 | |||
| 2008 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 2009 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 390.00 | 0.00 | |||
| 2010 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 2011 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 2012 | REMOVE PIPE | 01310 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2013 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 38.00 | 38.000 | 66.000 | 66.000 | 60.00 | 3,960.00 | |||
| 2014 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 2016 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 208.00 | 1,208.000 | 1,706.000 | 1,706.000 | 5.50 | 9,383.00 | |||
| 2017 | BARRICADE-TYPE III | 02014 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 2018 | TEMP DITCH | 02159 | LF | 5,620.00 | 5,620.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 2019 | REMOVE PAVED DITCH | 02165 | SQYD | 243.00 | 243.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 2021 | GRANULAR EMBANKMENT | 02223 | CUYD | 60.00 | 60.000 | 66.660 | 66.660 | 32.00 | 2,133.12 | |||
| 2022 | DITCHING | 02237 | LF | 3,700.00 | 3,700.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 2023 | WATER | 02242 | MGAL | 1,064.00 | 1,064.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 2024 | FENCE-TEMP | 02259 | LF | 11,000.00 | 11,000.000 | 1,544.000 | 1,544.000 | 2.00 | 3,088.00 | |||
| 2025 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 22,719.00 | 22,719.000 | 10,913.000 | 10,913.000 | 4.65 | 50,745.45 | |||
| 2026 | REMOVE FENCE | 02265 | LF | 22,629.00 | 22,629.000 | 11,251.000 | 11,251.000 | 2.10 | 23,627.10 | |||
| 2027 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 7,150.00 | 7,150.000 | 0.000 | 0.000 | 14.50 | 0.00 | |||
| 2028 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 2030 | REMOVE GUARDRAIL | 02381 | LF | 7,980.00 | 7,980.000 | 3,589.000 | 3,589.000 | 2.19 | 7,859.91 | |||
| 2034 | CRASH CUSHION TY VI CLASS CT | 08905 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 2035 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 2036 | CHANNEL LINING CLASS II | 02483 | TON | 415.00 | 415.000 | 150.530 | 150.530 | 23.00 | 3,462.19 | |||
| 2037 | CHANNEL LINING CLASS III | 02484 | TON | 320.00 | 320.000 | 0.000 | 0.000 | 27.00 | 0.00 | |||
| 2039 | CLEARING AND GRUBBING (EDMONSON COUNTY - 22.6 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 66,000.00 | 33,000.00 | |||
| 2040 | CONCRETE-CLASS B | 02555 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 2041 | SIGNS | 02562 | SQFT | 400.00 | 400.000 | 324.000 | 324.000 | 6.50 | 2,106.00 | |||
| 2043 | PROJECT CPM SCHEDULE (EDMONSON COUNTY) | 02570 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 10,000.00 | 5,000.00 | |||
| 2044 | EDGE KEY | 02585 | LF | 72.00 | 72.000 | 0.000 | 0.000 | 74.00 | 0.00 | |||
| 2045 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,431.00 | 1,431.000 | 199.990 | 199.990 | 1.80 | 359.98 | |||
| 2046 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 30.00 | 30.000 | 9,599.330 | 9,599.330 | 2.00 | 19,198.66 | |||
| 2047 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 6,351.00 | 6,351.000 | 6,606.603 | 6,606.603 | 2.00 | 13,213.20 | |||
| 2048 | MAINTAIN & CONTROL TRAFFIC (EDMONSON COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.450 | 0.450 | 207,200.00 | 93,240.00 | |||
| 2049 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 4,500.00 | 13,500.00 | |||
| 2050 | MOBILIZATION FOR MILL & TEXT (EDMONSON COUNTY) | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,250.00 | 0.00 | |||
| 2051 | REMOVE CATCH BASIN | 01706 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 2052 | REMOVE HEADWALL | 02625 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 2054 | CAP DROP BOX INLET | 01584 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 450.00 | 2,250.00 | |||
| 2056 | SAFELOADING | 02690 | CUYD | 3.60 | 3.600 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2057 | CONCRETE-CLASS A | 08100 | CUYD | 5.12 | 5.120 | 1.860 | 0.000 | 1.860 | 950.00 | 1,767.00 | 1,767.00 | |
| 2058 | STEEL REINFORCEMENT | 08150 | LB | 32.00 | 32.000 | 16.000 | 0.000 | 16.000 | 2.00 | 32.00 | 32.00 | |
| 2059 | STAKING (EDMONSON COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 40,000.00 | 10,000.00 | |||
| 2060 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 2064 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 246.00 | 246.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2065 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 13,842.00 | 13,842.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2066 | TURF REINFORCEMENT MAT 2 | 23275EN11F | SQYD | 106.00 | 106.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 2069 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 2070 | MASONRY COATING | 02998 | SQYD | 10,590.00 | 10,590.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2071 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 22,070.00 | 22,070.000 | 5,550.000 | 5,550.000 | 3.00 | 16,650.00 | |||
| 2072 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 24,570.00 | 24,570.000 | 34,000.000 | 34,000.000 | 4.00 | 136,000.00 | |||
| 2073 | TUBULAR MARKERS | 03225 | EACH | 24.00 | 24.000 | 4.000 | 24.000 | 28.000 | 42.00 | 168.00 | 1,176.00 | |
| 2074 | EROSION CONTROL (EDMONSON COUNTY) | 21415ND | LS | 1.00 | 1.000 | 0.200 | 0.200 | 18,000.00 | 3,600.00 | |||
| 2075 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,368.00 | 11,368.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 2076 | TEMP MULCH | 05952 | SQYD | 188,030.00 | 188,030.000 | 73,056.000 | 73,056.000 | 0.18 | 13,150.08 | |||
| 2077 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 107,450.00 | 107,450.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 2078 | TOPDRESSING FERTILIZER | 05966 | TON | 9.70 | 9.700 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 2079 | SEEDING AND PROTECTION | 05985 | SQYD | 109,384.00 | 109,384.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 2080 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
| 2082 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 33,970.00 | 33,970.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 2083 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 23,520.00 | 23,520.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 2085 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 135,665.00 | 135,665.000 | 93,470.000 | 93,470.000 | 0.16 | 14,955.20 | |||
| 2087 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 2088 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 1.59 | 0.00 | |||
| 2090 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 588.00 | 588.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2091 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 575.00 | 575.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 2093 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 44,940.00 | 44,940.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 2094 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,050.00 | 16,050.000 | 15,917.000 | 15,917.000 | 0.79 | 12,574.43 | |||
| 2095 | LONGITUDINAL SAW CUT- 6 IN | 21370ED | LF | 22,470.00 | 22,470.000 | 22,470.000 | 22,470.000 | 0.60 | 13,482.00 | |||
| 2096 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 140.00 | 140.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 2097 | CONC MEDIAN BARRIER TY 12C(50) | 21430ES508 | LF | 10,360.00 | 10,360.000 | 9,440.000 | 9,440.000 | 53.50 | 505,040.00 | |||
| 2098 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 2,610.00 | 2,610.000 | 2,462.000 | 2,462.000 | 4.80 | 11,817.60 | |||
| 8030 | CLEAN SINKHOLE | 02469 | EACH | 0.00 | 10.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 8031 | DELINEATOR FOR BARRIER WALL-B W/Y | 21332NS830 | EACH | 0.00 | 2,000.000 | 30.000 | 914.000 | 944.000 | 7.90 | 237.00 | 7,457.60 | |
| 8032 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 0.00 | 9.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 8036 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,598.860 | -1,598.860 | 1.00 | -1,598.86 | |||
| 8037 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 150,000.000 | 179,017.440 | 179,017.440 | 1.00 | 179,017.44 | |||
| 8038 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 200,000.000 | 167,849.970 | 167,849.970 | 1.00 | 167,849.97 | |||
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 3000 DRAINAGE | |||||||
| 3002 | STORM SEWER PIPE-18 IN | 00522 | LF | 4,196.00 | 4,196.000 | 4,161.000 | 4,161.000 | 38.00 | 158,118.00 | |||
| 3006 | CULVERT PIPE-18 IN | 00462 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 3007 | CULVERT PIPE-24 IN | 00464 | LF | 13.00 | 13.000 | 0.000 | 0.000 | 49.00 | 0.00 | |||
| 3008 | STEEL ENCASEMENT PIPE-18 IN | 01075 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 95.00 | 6,650.00 | |||
| 3009 | STEEL ENCASEMENT PIPE-24 IN | 01081 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 120.00 | 4,200.00 | |||
| 3011 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 282.00 | 282.000 | 282.000 | 282.000 | 184.00 | 51,888.00 | |||
| 3012 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 130.00 | 130.000 | 130.000 | 130.000 | 250.00 | 32,500.00 | |||
| 3015 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 1,800.00 | 1,800.00 | 1,800.00 | |
| 3016 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 1.000 | 0.000 | 1.000 | 2,500.00 | 2,500.00 | 2,500.00 | |
| 3017 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 3018 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 3020 | CONC MED BARR BOX INLET TY 12A1-50 | 22620NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 3022 | CONC MED BAR BOX INLET TY 12B1-50 | 23611NN | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 7,500.00 | 75,000.00 | |||
| 3023 | CONC MED BAR BOX INLET TY 12B2-50 | 21602NN | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 7,500.00 | 82,500.00 | |||
| 3024 | CONC MED BAR BOX INLET TY 12B2-50 (TOP PHASE ONLY) | 21602NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,000.00 | 0.00 | |||
| 3025 | CONC MED BARR BOX INLET TY 12A2-50(MOD) | 23976EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
| 3026 | CONC MED BARR BOX INLET TY 12B2-50(MOD) | 23978EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 8,500.00 | 85,000.00 | |||
| 3027 | DROP BOX INLET TYPE 1 | 01490 | EACH | 3.00 | 3.000 | 2.000 | 0.000 | 2.000 | 3,000.00 | 6,000.00 | 6,000.00 | |
| 3028 | JUNCTION BOX-18 IN | 01642 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 1,800.00 | 1,800.00 | 1,800.00 | |
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 6000 SIGNING | |||||||
| 6001 | GMSS GALV STEEL TYPE A | 06400 | LB | 7,223.00 | 7,223.000 | 0.000 | 0.000 | 2.90 | 0.00 | |||
| 6002 | GMSS GALV STEEL TYPE C | 06441 | LB | 495.00 | 495.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 6003 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 18.40 | 18.400 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 6004 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 114.00 | 114.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 6005 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 692.00 | 692.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 6006 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 30.00 | 30.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 6007 | STEEL POST TYPE 1 | 06410 | LF | 66.00 | 66.000 | 0.000 | 0.000 | 7.85 | 0.00 | |||
| 6009 | GMSS TYPE D | 21596ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 6010 | REFERENCE MARKER | 04903 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 6011 | REM OVERHEAD SIGN SUPPORT STR | 06449 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 6012 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 6013 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 6014 | BARRIER MOUNTING BRACKET | 04904 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 6016 | ROADWAY CROSS SECTION | 20419ND | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 6100 TRAFFIC LOOPS | |||||||
| 6101 | CONDUIT-2 IN | 04795 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 6102 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 565.00 | 0.00 | |||
| 6103 | TRENCHING AND BACKFILLING | 04820 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 6104 | PIEZOELECTRIC SENSOR | 04829 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 6105 | LOOP WIRE | 04830 | LF | 2,856.00 | 2,856.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 6106 | LOOP SAW SLOT AND FILL | 04895 | LF | 552.00 | 552.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 6107 | WOOD POST | 20360ES818 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 6108 | GALVANIZED STEEL CABINET | 20359NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| Project | DE03100651037 | Fed/State Project Number | IMNH 0652 (074) | Category | 9000 DEMOBILIZATION / MOBILIZATION | |||||||
| 9001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 606,011.84 | 606,011.84 | |||
| 9002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 134,292.31 | 0.00 | |||
| SUBTOT | $54,894.84 |
$20,286,826.35 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2025-1-0I |
FENCE, WOVEN | LF |
22,719.00 | 0004 | $1.625860 | $36,937.91 | ||||||
3002-1-0I |
PIPE, CMP 1.63 MM | FT |
4,196.00 | 0004 | $11.184340 | $46,929.49 | ||||||
2025-2-0I |
FENCE STUD T | LF |
22,719.00 | 0005 | $0.350310 | $7,958.69 | ||||||
2025-2-0A |
FENCE STUD T | LF |
2,450.00 | 0008 | $0.350310 | $-858.26 | ||||||
2025-1-0A |
FENCE, WOVEN | LF |
2,450.00 | 0008 | $1.625860 | $-3,983.36 | ||||||
2025-2-0A |
FENCE STUD T | LF |
3,210.00 | 0009 | $0.350310 | $-1,124.49 | ||||||
2025-1-0A |
FENCE, WOVEN | LF |
3,210.00 | 0009 | $1.625860 | $-5,219.01 | ||||||
2025-2-0A |
FENCE STUD T | LF |
2,500.00 | 0010 | $0.350310 | $-875.77 | ||||||
2025-1-0A |
FENCE, WOVEN | LF |
2,500.00 | 0010 | $1.625860 | $-4,064.65 | ||||||
2025-2-0A |
FENCE STUD T | LF |
2,753.00 | 0012 | $0.350310 | $-964.40 | ||||||
2025-1-0A |
FENCE, WOVEN | LF |
2,753.00 | 0012 | $1.625860 | $-4,475.99 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | FT |
2,039.00 | 0014 | $11.184340 | $-22,804.87 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | FT |
594.00 | 0015 | $11.184340 | $-6,643.50 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | FT |
1,090.00 | 0016 | $11.184340 | $-12,190.93 | ||||||
3002-1-0A |
PIPE, CMP 1.63 MM | FT |
438.00 | 0017 | $11.184340 | $-4,898.74 | ||||||
| SUBTOT | $23,722.12 |
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