|
Report_Id: 199101 Est NO 0028 |
Date:12/03/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 199101 | Estimate Number | 0028 | Estimate Type | PROGRESS | ||
| District Office | Frankfort (99300) Seiter, Brandon A. | ||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | ADDR SN 0 VC Code KY0028332 | |||||
| AND SUBSIDIARY | |||||||
| 136 EAST FROGTOWN ROAD | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 11/14/2020 TO 11/25/2020 | ||||||
| Date Approved | 12/01/2020 | ||||||
| Primary Proj Number | DE199101 | ||||||
| Project No. | FD52 008 0275 006-010 | ||||||
| Primary County | BOONE | ||||||
| Name of Road | I-275 INTERCHANGE IN BOONE COUNTY-MATERIALS | ||||||
| Description | DESIGN/BUILD I-275 & GRAVES ROAD INTERCHANGE | ||||||
| Date Let | 08/16/2019 | Formal Acceptance | |||||
| Date Awarded | 09/05/2019 | Date Work Began | |||||
| Date Contract Executed | 09/25/2019 | Open To Traffic | |||||
| Date NTP Issued | 09/25/2019 | Actual Completion Date | |||||
| Current Contract Amount | $56,761,247.47 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $56,349,145.00 |
Total Earnings | $29,478,448.99 |
$28,641,755.31 |
$836,693.68 |
|
| Percent Complete | 51.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $27,282,798.48 |
Gross Earnings | $29,478,448.99 |
$28,641,755.31 |
$836,693.68 |
|
| Total Change Orders | $412,102.47 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $29,478,448.99 |
$28,641,755.31 |
$836,693.68 |
|||
| Contract Id | 199101 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0028 | Project Number | FD52 008 0275 006-010 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | Period | 11/14/2020 TO 11/25/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Contract Reconciliation | Approved | 02/24/2020 | $1.00 | 0.0 | |||||
| 002 | Schedule of Values line item adjustments | Approved | 03/04/2020 | $0.00 | 0.0 | |||||
| 003 | SOV adjustments | Approved | 03/04/2020 | $-0.09 | 0.0 | |||||
| 004 | Buildable Unit 2/3/4 - SOV adjustments | Approved | 03/31/2020 | $-0.50 | 0.0 | |||||
| 005 | Schedule of Values adjustments | Approved | 05/18/2020 | $0.00 | 0.0 | |||||
| 006 | D/B Schedule of Values adjustments - 5-28-20 | Approved | 06/23/2020 | $0.00 | 0.0 | |||||
| 007 | Signal Change Order - 2 controller to 1 controller system | Approved | 06/23/2020 | $80,384.06 | 0.0 | |||||
| 008 | D/B Contract Payment - Power Equipment Operator Wage Rate | Approved | 09/23/2020 | $186,000.00 | 0.0 | |||||
| 009 | SOV adjustments, Upgrades to Lightpoles and Multi-Use Path | Approved | 11/13/2020 | $145,718.00 | 0.0 | |||||
| 010 | SOV adjustments | Approved | 12/02/2020 | $0.00 | 0.0 | |||||
| 011 | SOV adjustments | Pending | 0 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 199101 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE199101 | ||||||
| Estimate Nbr | 0028 | Period | 11/14/2020 TO 11/25/2020 | |||||||
| Contractor | EATON ASPHALT PAVING CO INC AND SUBSIDIARY | |||||||||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | ||||||||
| 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 | |
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 63,544.00 | 0.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0010 | CRUSHED STONE BASE | 00003 | TON | 19,580.00 | 22,110.000 | 9,434.610 | 9,434.610 | 21.75 | 205,202.76 | |||
| 0015 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 118,440.00 | 118,440.000 | 60,163.000 | 60,163.000 | 3.85 | 231,627.55 | |||
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 26,943.00 | 26,943.000 | 11,910.990 | 11,910.990 | 50.00 | 595,549.50 | |||
| 0025 | ASPHALT SEAL AGGREGATE | 00100 | TON | 310.00 | 310.000 | 187.970 | 187.970 | 93.00 | 17,481.21 | |||
| 0030 | ASPHALT SEAL COAT | 00103 | TON | 45.00 | 45.000 | 22.570 | 22.570 | 785.00 | 17,717.45 | |||
| 0035 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 6,518.00 | 6,518.000 | 2,926.970 | 2,926.970 | 63.00 | 184,399.11 | |||
| 0040 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 27,850.00 | 23,943.000 | 12,196.560 | 12,196.560 | 63.00 | 768,383.28 | |||
| 0045 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 23,935.00 | 23,935.000 | 8,153.630 | 8,153.630 | 68.00 | 554,446.84 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,200.00 | 1,990.000 | 25.910 | 207.570 | 233.480 | 73.00 | 1,891.43 | 17,044.04 | |
| 0055 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 926.00 | 926.000 | 0.000 | 0.000 | 80.50 | 0.00 | |||
| 0060 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 10,430.00 | 10,430.000 | 0.000 | 0.000 | 86.00 | 0.00 | |||
| 0065 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 35.00 | 35.000 | 19.500 | 19.500 | 450.00 | 8,775.00 | |||
| 0070 | ASPHALT CURING SEAL | 00358 | TON | 176.00 | 176.000 | 48.120 | 48.120 | 725.00 | 34,887.00 | |||
| 0075 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 21,500.00 | 21,500.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0080 | JPC PAVEMENT-11 IN | 02071 | SQYD | 21,500.00 | 0.000 | 0.000 | 0.000 | 87.50 | 0.00 | |||
| 0085 | JPC PAVEMENT-6 IN | 02075 | SQYD | 75.00 | 75.000 | 64.500 | 1,390.900 | 1,455.400 | 87.00 | 5,611.50 | 126,619.80 | |
| 0090 | JPC PAVEMENT-8 IN | 02084 | SQYD | 279.00 | 279.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 0095 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 874.00 | 1,490.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0100 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 4,211.00 | 4,211.000 | 149.050 | 149.050 | 110.00 | 16,395.50 | |||
| 0105 | CEMENT | 02542 | TON | 2,900.00 | 2,900.000 | 1,137.210 | 1,137.210 | 150.00 | 170,581.50 | |||
| 0110 | SAND FOR BLOTTER | 02702 | TON | 296.00 | 296.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0115 | INTELLIGENT COMPACTION FOR AGGREGATE | 24780EC | TON | 1.00 | 1.000 | 0.130 | 0.130 | 40,000.00 | 5,200.00 | |||
| 0120 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 1.00 | 1.000 | 0.140 | 0.140 | 40,000.00 | 5,600.00 | |||
| 0125 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 1.00 | 1.000 | 0.080 | 0.080 | 40,000.00 | 3,200.00 | |||
| 0130 | HMA ELECTRONIC DELIVERY MGMT SYSTEM | 24986EC | LS | 1.00 | 1.000 | 0.020 | 0.090 | 0.110 | 14,679.00 | 293.58 | 1,614.69 | |
| 0135 | INTELLIGENT COMP SUBGRADE STABILIZATION | 24990EC | SQYD | 1.00 | 1.000 | 0.080 | 0.080 | 40,000.00 | 3,200.00 | |||
| 8008 | SAWCUT PAVEMENT | 20550ND | LF | 0.00 | 15,327.000 | 16,048.000 | 16,048.000 | 1.55 | 24,874.40 | |||
| 8016 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 175.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 8017 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 0.00 | 3,907.000 | 1,324.420 | 1,324.420 | 63.00 | 83,438.46 | |||
| 8018 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 0.00 | 1,285.000 | 300.230 | 300.230 | 75.00 | 22,517.25 | |||
| 8028 | CEM CONC ENT PAVEMENT-4 IN | 02098 | SQYD | 0.00 | 54.000 | 7.000 | 35.000 | 42.000 | 75.00 | 525.00 | 3,150.00 | |
| 8042 | JOINT ADHESIVE | 20071EC | LF | 0.00 | 16,900.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8049 | TRACKLESS TACK | 24938EC | GAL | 0.00 | 52.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 8050 | DGA BASE Revised SOV | 00001 | TON | 0.00 | 63,544.000 | 32,355.370 | 32,355.370 | 30.00 | 970,661.10 | |||
| 8054 | JPC PAVEMENT-11 IN Revised SOV | 02071 | SQYD | 0.00 | 23,000.000 | 3,495.170 | 13,741.030 | 17,236.200 | 93.00 | 325,050.81 | 1,602,966.60 | |
| 8075 | D/B CONTRACT PAYMENT Power Equipment Operator Wage Rate Adjustment | 25083EN | DOLL | 0.00 | 186,000.000 | 3,000.000 | 64,800.000 | 67,800.000 | 1.00 | 3,000.00 | 67,800.00 | |
| 8083 | CL2 ASPH BASE 0.75D PG64-22 Multi-Use Path | 00221 | TON | 0.00 | 1,739.000 | 348.700 | 0.000 | 348.700 | 20.00 | 6,974.00 | 6,974.00 | |
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0002 ROADWAY | |||||||
| 0140 | CRUSHED AGGREGATE SIZE NO 2 NO 2 FOR UNDERCUT | 00078 | TON | 9,140.00 | 15,000.000 | 9,701.290 | 9,701.290 | 60.00 | 582,077.40 | |||
| 0145 | STANDARD CURB AND GUTTER | 01810 | LF | 45,330.00 | 45,330.000 | 16,998.000 | 16,998.000 | 28.00 | 475,944.00 | |||
| 0150 | REMOVE CURB AND GUTTER | 01812 | LF | 2,288.00 | 2,288.000 | 0.000 | 0.000 | 8.75 | 0.00 | |||
| 0155 | ISLAND CURB AND GUTTER | 01825 | LF | 365.00 | 365.000 | 227.000 | 227.000 | 52.50 | 11,917.50 | |||
| 0160 | STANDARD HEADER CURB MOD | 01876 | LF | 1,441.00 | 705.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 0165 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 221.00 | 221.000 | 100.000 | 100.000 | 52.00 | 5,200.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 68.00 | 68.000 | 30.000 | 30.000 | 10.00 | 300.00 | |||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 35.00 | 35.000 | 60.000 | 60.000 | 10.00 | 600.00 | |||
| 0180 | CURB TO BARRIER WALL TRANS | 02001 | EACH | 2.00 | 2.000 | 1.000 | 3.000 | 4.000 | 7,205.00 | 7,205.00 | 28,820.00 | |
| 0185 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 2,200.00 | 0.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0190 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 11.000 | 0.000 | 11.000 | 375.00 | 4,125.00 | 4,125.00 | |
| 0195 | REMOVE PCC PAVEMENT | 02058 | SQYD | 17,652.00 | 17,652.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0200 | REMOVE PAVEMENT | 02091 | SQYD | 19,840.00 | 19,840.000 | 21,449.080 | 21,449.080 | 6.00 | 128,694.48 | |||
| 0205 | TEMP DITCH | 02159 | LF | 22,000.00 | 22,000.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0210 | CLEAN TEMP DITCH | 02160 | LF | 11,000.00 | 11,000.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0215 | ROADWAY EXCAVATION (DETENTION BASIN) | 02200 | CUYD | 7,860.00 | 0.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0220 | ROADWAY EXCAVATION (EMBANKMENT BENCHING) | 02200 | CUYD | 10,543.00 | 10,543.000 | 10,922.000 | 10,922.000 | 12.00 | 131,064.00 | |||
| 0225 | ROADWAY EXCAVATION (POND STABILIZATION) | 02200 | CUYD | 874.00 | 874.000 | 437.000 | 437.000 | 12.00 | 5,244.00 | |||
| 0230 | ROADWAY EXCAVATION (ROADWAY EXCAVATION0 | 02200 | CUYD | 439,600.00 | 84,906.050 | 84,906.050 | 84,906.050 | 9.50 | 806,607.47 | |||
| 0235 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 350.00 | 350.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0240 | BACKFILLING UNDERCUT (UNDERCUT INCL. GETEXTILE FABRIC WRAP) | 02235 | CUYD | 9,140.00 | 1,800.000 | 1,232.590 | 1,232.590 | 20.00 | 24,651.80 | |||
| 0245 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 100.000 | 100.000 | 1.00 | 100.00 | |||
| 0250 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 12,380.00 | 12,380.000 | 0.000 | 0.000 | 6.55 | 0.00 | |||
| 0255 | REMOVE FENCE | 02265 | LF | 5,191.00 | 5,191.000 | 4,685.000 | 4,685.000 | 3.50 | 16,397.50 | |||
| 0260 | FENCE-6 FT CHAIN LINK | 02274 | LF | 4,417.00 | 4,417.000 | 0.000 | 0.000 | 54.00 | 0.00 | |||
| 0265 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 10,777.00 | 10,777.000 | 5,768.500 | 5,768.500 | 17.00 | 98,064.50 | |||
| 0270 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0275 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 2,600.00 | 10,400.00 | |||
| 0285 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 16.00 | 16.000 | 8.000 | 8.000 | 750.00 | 6,000.00 | |||
| 0290 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0295 | REMOVE GUARDRAIL | 02381 | LF | 2,310.00 | 2,537.000 | 4,451.000 | 4,451.000 | 2.50 | 11,127.50 | |||
| 0300 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 0305 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 5.00 | 5.000 | -1.000 | 5.000 | 4.000 | 2,200.00 | -2,200.00 | 8,800.00 | |
| 0310 | REMOVE GUARDRAIL END TREATMENT | 02396 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0315 | TEMP GUARDRAIL | 02397 | LF | 1,140.00 | 0.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0320 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 210.00 | 210.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0325 | WITNESS POST | 02432 | EACH | 55.00 | 55.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0330 | CHANNEL LINING CLASS III | 02484 | TON | 1,288.00 | 1,288.000 | 1,503.150 | 1,503.150 | 38.00 | 57,119.70 | |||
| 0335 | CLEARING AND GRUBBING (APPROXIMATELY 80 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.020 | 0.610 | 0.630 | 685,000.00 | 13,700.00 | 431,550.00 | |
| 0340 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 35,383.00 | 35,383.000 | 13,811.640 | 13,811.640 | 1.00 | 13,811.64 | |||
| 0345 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.010 | 0.190 | 0.200 | 868,160.00 | 8,681.60 | 173,632.00 | |
| 0350 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 9.00 | 9.000 | 2.000 | 2.000 | 8,700.00 | 17,400.00 | |||
| 0355 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.030 | 0.030 | 10,000.00 | 300.00 | |||
| 0360 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 35,000.00 | 0.00 | |||
| 0365 | SAFELOADING | 02690 | CUYD | 135.40 | 135.400 | 6.000 | 6.000 | 180.00 | 1,080.00 | |||
| 0370 | SHOULDER RUMBLE STRIPS | 02696 | LF | 31,600.00 | 31,600.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0375 | TEMP SILT FENCE | 02701 | LF | 22,000.00 | 22,000.000 | 300.000 | 7,209.000 | 7,509.000 | 1.85 | 555.00 | 13,891.65 | |
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 50.00 | 66.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 0385 | SILT TRAP TYPE B | 02704 | EACH | 50.00 | 66.000 | 15.000 | 15.000 | 300.00 | 4,500.00 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 50.00 | 66.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0395 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 50.00 | 386.000 | 3.000 | 3.000 | 80.00 | 240.00 | |||
| 0400 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 50.00 | 386.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0405 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 50.00 | 386.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0410 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 22,908.00 | 11,500.000 | 2,585.770 | 2,585.770 | 74.50 | 192,639.86 | |||
| 0415 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 180,500.00 | 54,150.00 | |||
| 0420 | STAKING (CONCRETE PAVING) | 02726 | LS | 1.00 | 1.000 | 0.070 | 0.070 | 31,561.00 | 2,209.27 | |||
| 0425 | RELOCATE CRASH CUSHION | 02898 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 2,650.00 | 7,950.00 | |||
| 0430 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,850.00 | 11,400.00 | |||
| 0435 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,100.00 | 0.00 | |||
| 0440 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 19,058.00 | 0.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 0445 | EROSION CONTROL BLANKET | 05950 | SQYD | 283,588.00 | 40,000.000 | 21,966.570 | 62,048.210 | 84,014.780 | 1.00 | 21,966.57 | 84,014.78 | |
| 0450 | TEMP MULCH | 05952 | SQYD | 581,475.00 | 581,475.000 | 28,127.780 | 0.000 | 28,127.780 | 0.14 | 3,937.88 | 3,937.88 | |
| 0455 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 436,100.00 | 436,100.000 | 0.000 | 0.000 | 0.15 | 0.00 | |||
| 0460 | INITIAL FERTILIZER | 05963 | TON | 17.00 | 17.000 | 0.550 | 7.380 | 7.930 | 800.00 | 440.00 | 6,344.00 | |
| 0465 | MAINTENANCE FERTILIZER | 05964 | TON | 29.00 | 29.000 | 0.000 | 0.000 | 945.00 | 0.00 | |||
| 0470 | SEEDING AND PROTECTION | 05985 | SQYD | 553,468.00 | 553,468.000 | 39,404.530 | 57,206.240 | 96,610.770 | 0.25 | 9,851.13 | 24,152.69 | |
| 0475 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 91,800.00 | 91,800.000 | 15,266.670 | 61,202.320 | 76,468.990 | 0.15 | 2,290.00 | 11,470.34 | |
| 0480 | SODDING | 05990 | SQYD | 18,140.00 | 2,000.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0485 | SODDING | 05990 | SQYD | 24,791.00 | 2,000.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 0490 | AGRICULTURAL LIMESTONE | 05992 | TON | 344.80 | 344.800 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0495 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 35,000.00 | 10,000.000 | 9,305.530 | 16,545.950 | 25,851.480 | 7.15 | 66,534.53 | 184,838.08 | |
| 0500 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 40,000.00 | 40,000.000 | 4,590.000 | 35,540.000 | 40,130.000 | 0.20 | 918.00 | 8,026.00 | |
| 0505 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 114,230.00 | 114,230.000 | 3,881.000 | 68,871.000 | 72,752.000 | 0.25 | 970.25 | 18,188.00 | |
| 0510 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 81,300.00 | 81,300.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0515 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 55,000.00 | 48,010.000 | 223.000 | 0.000 | 223.000 | 5.50 | 1,226.50 | 1,226.50 | |
| 0520 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 25,000.00 | 25,000.000 | 223.000 | 0.000 | 223.000 | 5.50 | 1,226.50 | 1,226.50 | |
| 0525 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0530 | PAVE STRIPING-DUR TY 1-12 IN W (DURABLE TYPE 1 TAPE - 24" WHITE) | 06560 | LF | 4,000.00 | 4,000.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0535 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 306.00 | 306.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0540 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 520.00 | 520.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0545 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0550 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 67.00 | 67.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0555 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 5,000.00 | 0.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0560 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0565 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 90.00 | 90.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0570 | PAVE MARKING-THERMO CURV ARROW (ROUNDABOUT FISH HOOK ARROW) | 06574 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0575 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0580 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 10.00 | 0.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0585 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 8,000.00 | 0.00 | |||
| 0590 | CRASH CUSHION TY VI CLASS BT TL2 (TY VI CLASS BR RTL2) | 08901 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0595 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 400.00 | 400.000 | 499.000 | 499.000 | 65.00 | 32,435.00 | |||
| 0600 | TEMP CRASH CUSHION (TEMP G/R END TREATMENT) | 20738NS112 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,800.00 | 0.00 | |||
| 0605 | CONSTRUCTION TRAILER (STATE FIELD OFFICE) | 21325ND | LS | 1.00 | 1.000 | 0.010 | 0.250 | 0.260 | 85,000.00 | 850.00 | 22,100.00 | |
| 0610 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0615 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 7,480.00 | 7,480.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0620 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 724.00 | 724.000 | 144.000 | 144.000 | 45.00 | 6,480.00 | |||
| 0625 | PAVE MARK-THERMO-X-WALK-24 IN | 23261EC | LF | 238.00 | 238.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0630 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 63,808.00 | 63,808.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0635 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 7,090.00 | 7,090.000 | 2,316.440 | 2,037.350 | 4,353.790 | 4.50 | 10,423.98 | 19,592.05 | |
| 0640 | CONCRETE MEDIAN BARRIER TYPE 9E2 | 24459EC | LF | 1,632.00 | 0.000 | 0.000 | 0.000 | 78.00 | 0.00 | |||
| 0645 | INLAID PAVEMENT MARKER | 24489EC | EACH | 341.00 | 341.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0650 | INLAID PAVEMENT MARKER | 24489EC | EACH | 969.00 | 969.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0655 | INLAID PAVEMENT MARKER | 24489EC | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0660 | INLAID PAVEMENT MARKER | 24489EC | EACH | 356.00 | 356.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0665 | PAVE MARKING-THERMO DOTTED LANE EXTEN | 24683ED | LF | 6,889.00 | 6,889.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0670 | INTELLIGENT COMPACTION FOR SOIL | 24779EC | CUYD | 1.00 | 1.000 | 0.160 | 0.160 | 40,000.00 | 6,400.00 | |||
| 0675 | SITE PREPARATION (EATON SIDEWALK PREP) | 40000 | LS | 1.00 | 1.000 | 0.110 | 0.110 | 55,000.00 | 6,050.00 | |||
| 8006 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 0.00 | 51,787.000 | 105,898.660 | 105,898.660 | 1.73 | 183,204.68 | |||
| 8007 | TEMPORARY SIGNS | 02562 | SQFT | 0.00 | 290.000 | 0.000 | 0.000 | 5.99 | 0.00 | |||
| 8009 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 0.00 | 6,000.000 | 9,873.000 | 9,873.000 | 2.20 | 21,720.60 | |||
| 8010 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 21,000.000 | 21,261.000 | 21,261.000 | 19.96 | 424,486.49 | |||
| 8015 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 0.00 | 3,750.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 8022 | PLUG PIPE | 01314 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8025 | FLUME INLET TYPE 2 | 01691 | EACH | 0.00 | 6.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
| 8026 | STANDARD HEADER CURB | 01875 | LF | 0.00 | 736.000 | 168.000 | 168.000 | 30.50 | 5,124.00 | |||
| 8027 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 0.00 | 26.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 8029 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 0.00 | 14,980.000 | 1,083.000 | 1,083.000 | 2.00 | 2,166.00 | |||
| 8030 | FABRIC-GEOTEXTILE TYPE II | 02597 | SQYD | 0.00 | 38,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 8031 | SETTLEMENT PLATFORM | 02692 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 8032 | STEEL PIPE-2 1/2 IN Settlement Platform | 03340 | LF | 0.00 | 153.000 | 153.000 | 153.000 | 8.00 | 1,224.00 | |||
| 8033 | STEEL PIPE-4 IN Settlement Platform | 03343 | LF | 0.00 | 153.000 | 153.000 | 153.000 | 12.00 | 1,836.00 | |||
| 8035 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 0.00 | 32,812.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 8036 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 0.00 | 123.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 8037 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 0.00 | 3,597.000 | 0.000 | 0.000 | 0.48 | 0.00 | |||
| 8038 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 0.00 | 518.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 8040 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8041 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8045 | CONCRETE MEDIAN BARRIER TY 9C | 23086EN | LF | 0.00 | 1,098.000 | 950.000 | 950.000 | 155.00 | 147,250.00 | |||
| 8046 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 8047 | PAVE STRIPING-CHEVRON MARKINGS | 23791EC | SQFT | 0.00 | 1,082.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 8048 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 0.00 | 10.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 8055 | ROADWAY EXCAVATION Revised SOV | 02200 | CUYD | 0.00 | 354,693.950 | 98,285.670 | 98,285.670 | 10.50 | 1,031,999.53 | |||
| 8056 | ROADWAY EXCAVATION Detention Basin - Revised SOV | 02200 | CUYD | 0.00 | 7,860.000 | 7,860.000 | 7,860.000 | 10.50 | 82,530.00 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0003 DRAINAGE | |||||||
| 0680 | ENTRANCE PIPE-15 IN | 00440 | LF | 367.00 | 367.000 | 40.000 | 0.000 | 40.000 | 100.00 | 4,000.00 | 4,000.00 | |
| 0685 | CULVERT PIPE-30 IN | 00466 | LF | 82.00 | 82.000 | 29.000 | 29.000 | 140.00 | 4,060.00 | |||
| 0690 | CULVERT PIPE-36 IN | 00468 | LF | 24.00 | 24.000 | 29.000 | 29.000 | 165.00 | 4,785.00 | |||
| 0695 | CULVERT PIPE-48 IN | 00470 | LF | 20.00 | 20.000 | 12.000 | 12.000 | 200.00 | 2,400.00 | |||
| 0700 | CULVERT PIPE-54 IN | 00471 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 0705 | CULVERT PIPE-60 IN | 00472 | LF | 321.00 | 321.000 | 279.000 | 279.000 | 320.00 | 89,280.00 | |||
| 0710 | CULVERT PIPE-96 IN | 00478 | LF | 344.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0715 | STORM SEWER PIPE-15 IN | 00521 | LF | 4,725.00 | 4,725.000 | 1,526.000 | 1,526.000 | 52.00 | 79,352.00 | |||
| 0720 | STORM SEWER PIPE-18 IN | 00522 | LF | 9,154.00 | 7,154.000 | 2,947.000 | 2,947.000 | 84.00 | 247,548.00 | |||
| 0725 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,028.00 | 1,028.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0730 | STORM SEWER PIPE-30 IN | 00526 | LF | 757.00 | 757.000 | 197.000 | 197.000 | 112.00 | 22,064.00 | |||
| 0735 | STORM SEWER PIPE-36 IN | 00528 | LF | 216.00 | 327.000 | 327.000 | 327.000 | 135.00 | 44,145.00 | |||
| 0740 | STORM SEWER PIPE-42 IN | 00529 | LF | 835.00 | 835.000 | 442.000 | 442.000 | 136.00 | 60,112.00 | |||
| 0745 | STORM SEWER PIPE-60 IN | 00532 | LF | 43.00 | 0.000 | 0.000 | 0.000 | 320.00 | 0.00 | |||
| 0750 | STORM SEWER PIPE-72 IN | 00534 | LF | 149.00 | 178.000 | 165.000 | 165.000 | 400.00 | 66,000.00 | |||
| 0755 | PERFORATED PIPE-4 IN | 01000 | LF | 61,385.00 | 61,385.000 | 26,815.000 | 26,815.000 | 5.75 | 154,186.25 | |||
| 0760 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,101.00 | 3,101.000 | 787.000 | 787.000 | 12.00 | 9,444.00 | |||
| 0765 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0770 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0775 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 26.00 | 26.000 | 2.000 | 12.000 | 14.000 | 650.00 | 1,300.00 | 9,100.00 | |
| 0780 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 26.00 | 26.000 | 8.000 | 11.000 | 19.000 | 650.00 | 5,200.00 | 12,350.00 | |
| 0785 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 1,475.00 | 2,950.00 | |||
| 0790 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 1,650.00 | 16,500.00 | |||
| 0795 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0800 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 3,500.00 | 10,500.00 | |||
| 0805 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0810 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 5,450.00 | 21,800.00 | |||
| 0815 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 6,450.00 | 12,900.00 | |||
| 0820 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 3.00 | 3.000 | 0.500 | 0.500 | 10,900.00 | 5,450.00 | |||
| 0825 | PIPE CULVERT HEADWALL-96 IN | 01225 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,000.00 | 0.00 | |||
| 0830 | PIPE CULVERT HEADWALL-96 IN (OUTLET CONTROL STRUCTURE) | 01225 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 160,575.00 | 160,575.00 | |||
| 0835 | REMOVE PIPE | 01310 | LF | 425.00 | 425.000 | 12.000 | 12.000 | 40.00 | 480.00 | |||
| 0840 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,675.00 | 3,675.00 | |||
| 0845 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,650.00 | 3,650.00 | |||
| 0850 | CURB BOX INLET TYPE A | 01456 | EACH | 139.00 | 115.000 | 46.500 | 46.500 | 5,334.00 | 248,031.00 | |||
| 0855 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 7,600.00 | 0.00 | |||
| 0860 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 3.500 | 3.500 | 6,675.00 | 23,362.50 | |||
| 0865 | DROP BOX INLET TYPE 3 | 01496 | EACH | 21.00 | 21.000 | 7.500 | 7.500 | 4,100.00 | 30,750.00 | |||
| 0870 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,100.00 | 0.00 | |||
| 0875 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 0880 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0885 | DROP BOX INLET TYPE 13G | 01559 | EACH | 26.00 | 26.000 | 0.500 | 15.000 | 15.500 | 3,650.00 | 1,825.00 | 56,575.00 | |
| 0890 | DROP BOX INLET TYPE 13S | 01568 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,450.00 | 0.00 | |||
| 0895 | JUNCTION BOX-30 IN | 01644 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0900 | REMOVE CATCH BASIN (STORM STRUCTURE REMOVAL) | 01706 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0905 | FILL AND CAP INLET (EXISTING INLET, 24-IN & LESS) | 01717 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0910 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 103.00 | 103.000 | 74.000 | 74.000 | 250.00 | 18,500.00 | |||
| 0915 | MANHOLE TYPE A | 01756 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,150.00 | 0.00 | |||
| 0920 | MANHOLE TYPE C | 01767 | EACH | 5.00 | 5.000 | 3.500 | 3.500 | 8,000.00 | 28,000.00 | |||
| 0925 | MANHOLE TYPE C | 01767 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 7,650.00 | 0.00 | |||
| 0930 | S CIPP LINER 24 INCH | 15007 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 206.00 | 0.00 | |||
| 0935 | S CIPP LINER 15 INCH | 15124 | LF | 910.00 | 0.000 | 0.000 | 0.000 | 102.00 | 0.00 | |||
| 0940 | S CIPP LINER 18 INCH | 15125 | LF | 240.00 | 240.000 | 0.000 | 0.000 | 190.00 | 0.00 | |||
| 0945 | S CIPP LINER 30 INCH | 15128 | LF | 210.00 | 212.000 | 212.000 | 212.000 | 215.00 | 45,580.00 | |||
| 0950 | S CIPP LINER 36 INCH | 15129 | LF | 1,780.00 | 0.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 0955 | S CIPP LINER 42 INCH | 15130 | LF | 280.00 | 284.000 | 284.000 | 284.000 | 300.00 | 85,200.00 | |||
| 0960 | S CIPP LINER 48 INCH | 15131 | LF | 320.00 | 0.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0965 | S CIPP LINER 60 INCH | 15133 | LF | 410.00 | 410.000 | 116.000 | 116.000 | 550.00 | 63,800.00 | |||
| 0970 | S CIPP LINER 72 INCH | 15135 | LF | 280.00 | 280.000 | 287.000 | 287.000 | 735.00 | 210,945.00 | |||
| 0975 | TEMPORARY PIPE | 20166ES810 | LF | 130.00 | 0.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0980 | BORE AND JACK PIPE-18 IN | 23126EN | LF | 180.00 | 0.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0985 | PIPE CULVERT HEADWALL-72 IN | 24025EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 7,550.00 | 7,550.00 | |||
| 0990 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 21,115.00 | 0.00 | |||
| 8002 | BORE AND JACK PIPE-24 IN BORE AND JACK PIPE - 24 IN REPLACED BORE AND JACK - 18 IN | 21799EN | LF | 0.00 | 180.000 | 180.000 | 180.000 | 800.00 | 144,000.00 | |||
| 8012 | CULVERT PIPE-15 IN Culvert Pipe - 15 IN | 00461 | LF | 0.00 | 33.000 | 39.000 | 39.000 | 70.00 | 2,730.00 | |||
| 8019 | ENTRANCE PIPE-18 IN | 00441 | LF | 0.00 | 114.000 | 85.000 | 85.000 | 75.00 | 6,375.00 | |||
| 8020 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 8021 | PIPE CULVERT HEADWALL-96 IN | 01225 | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8023 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8024 | DROP BOX INLET TYPE 5F | 01517 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 8039 | CONCRETE-CLASS A (Int Pipe Anchors) | 08100 | CUYD | 0.00 | 18.300 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 8051 | CULVERT PIPE-96 IN Revised - SOV | 00478 | LF | 0.00 | 259.000 | 259.000 | 259.000 | 1,593.82 | 412,799.38 | |||
| 8052 | STORM SEWER PIPE-60 IN Revised - SOV | 00532 | LF | 0.00 | 279.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 8060 | S CIPP LINER 15 INCH SOV - revised | 15124 | LF | 0.00 | 1,015.000 | 630.000 | 630.000 | 110.00 | 69,300.00 | |||
| 8061 | S CIPP LINER 36 INCH SOV - revised | 15129 | LF | 0.00 | 1,386.000 | 1,386.000 | 1,386.000 | 282.50 | 391,545.00 | |||
| 8062 | S CIPP LINER 48 INCH SOV - revised | 15131 | LF | 0.00 | 413.000 | 278.000 | 278.000 | 350.00 | 97,300.00 | |||
| 8086 | ENTRANCE PIPE-24 IN | 00443 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8087 | STORM SEWER PIPE-48 IN | 00530 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0004 BRIDGE | |||||||
| 0995 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 276.00 | 276.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1000 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,931.00 | 0.000 | 0.000 | 0.000 | 63.00 | 0.00 | |||
| 1005 | CONCRETE-CLASS B | 02555 | CUYD | 248.00 | 248.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1010 | HANDRAIL-TYPE A-2 | 02612 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 1015 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 248,650.00 | 0.00 | |||
| 1020 | MASONRY COATING | 02998 | SQYD | 1,597.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1025 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 171.00 | 164.000 | 164.000 | 164.000 | 75.00 | 12,300.00 | |||
| 1030 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 46.00 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1035 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 80,200.00 | 0.00 | |||
| 1040 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 71,500.00 | 0.00 | |||
| 1045 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 71,500.00 | 0.00 | |||
| 1050 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 450.00 | 376.000 | 376.000 | 376.000 | 70.00 | 26,320.00 | |||
| 1055 | TEST PILES | 08033 | LF | 85.00 | 0.000 | 0.000 | 0.000 | 255.00 | 0.00 | |||
| 1060 | TEST PILES | 08033 | LF | 50.00 | 83.000 | 83.000 | 83.000 | 250.00 | 20,750.00 | |||
| 1065 | PILES-STEEL HP14X89 | 08051 | LF | 1,520.00 | 1,420.390 | 1,420.390 | 1,420.390 | 80.00 | 113,631.20 | |||
| 1070 | CONCRETE-CLASS A | 08100 | CUYD | 488.00 | 472.000 | 472.000 | 472.000 | 775.00 | 365,800.00 | |||
| 1075 | CONCRETE-CLASS A | 08100 | CUYD | 455.00 | 455.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 1080 | CONCRETE-CLASS A | 08100 | CUYD | 402.00 | 300.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 1085 | CONCRETE-CLASS A | 08100 | CUYD | 554.00 | 498.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 1090 | CONCRETE-CLASS AA | 08104 | CUYD | 762.00 | 642.000 | 642.000 | 642.000 | 900.00 | 577,800.00 | |||
| 1095 | STEEL REINFORCEMENT | 08150 | LB | 125,615.00 | 62,905.000 | 62,905.000 | 62,905.000 | 1.25 | 78,631.25 | |||
| 1100 | STEEL REINFORCEMENT | 08150 | LB | 68,075.00 | 68,075.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1105 | STEEL REINFORCEMENT | 08150 | LB | 62,130.00 | 34,038.000 | 0.000 | 0.000 | 1.15 | 0.00 | |||
| 1110 | STEEL REINFORCEMENT | 08150 | LB | 85,260.00 | 50,694.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1115 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 305,220.00 | 224,788.000 | 224,788.000 | 224,788.000 | 1.40 | 314,703.20 | |||
| 1120 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 84,000.00 | 0.00 | |||
| 1125 | DRILLED SHAFT-ROCK 48 IN | 20637ED | LF | 125.00 | 128.000 | 128.000 | 128.000 | 1,325.00 | 169,600.00 | |||
| 1130 | ROCK SOUNDINGS | 20745ED | LF | 70.00 | 68.000 | 68.000 | 68.000 | 65.00 | 4,420.00 | |||
| 1135 | ROCK CORINGS | 20746ED | LF | 149.00 | 176.000 | 176.000 | 176.000 | 99.00 | 17,424.00 | |||
| 1140 | CONCRETE FORM LINER | 21119ED | SQYD | 549.00 | 473.000 | 473.000 | 473.000 | 68.00 | 32,164.00 | |||
| 1145 | CONCRETE FORM LINER | 21119ED | SQYD | 255.00 | 255.000 | 213.110 | 213.110 | 68.00 | 14,491.48 | |||
| 1150 | RAIL SYSTEM TYPE III | 21532ED | LF | 455.00 | 894.000 | 894.000 | 894.000 | 125.00 | 111,750.00 | |||
| 1155 | DRILLED SHAFT COMMON-54 IN | 21777EN | LF | 73.00 | 71.900 | 71.900 | 71.900 | 1,325.00 | 95,267.50 | |||
| 1160 | DYNAMIC PILE TESTING | 23233EC | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 8,500.00 | 0.00 | |||
| 1165 | PPC I-BEAM HN 48-49 | 24520EC | LF | 1,763.00 | 0.000 | 0.000 | 0.000 | 415.00 | 0.00 | |||
| 1170 | RAIL SYSTEM TYPE 3 MODIFIED-42 IN | 24808ED | LF | 455.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 8011 | PILE POINTS-14 IN Pile Points - 14 IN | 08095 | EACH | 0.00 | 40.000 | 40.000 | 40.000 | 180.00 | 7,200.00 | |||
| 8057 | STRUCTURE GRANULAR BACKFILL Revised SOV | 02231 | CUYD | 0.00 | 1,538.000 | 1,538.000 | 1,538.000 | 65.00 | 99,970.00 | |||
| 8059 | MASONRY COATING SOV - revised | 02998 | SQYD | 0.00 | 1,533.000 | 1,533.000 | 1,533.000 | 12.00 | 18,396.00 | |||
| 8072 | PPC I-BEAM HN 48-49 Adjusted SOV | 24520EC | LF | 0.00 | 1,763.000 | 1,763.000 | 1,763.000 | 565.00 | 996,095.00 | |||
| 8073 | REMOVE STRUCTURE Adjusted SOV | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 468,760.60 | 468,760.60 | |||
| 8084 | FOUNDATION PREPARATION (Sta 138+25) | 08003 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 199,755.85 | 0.00 | |||
| 8085 | FOUNDATION PREPARATION (Sta 202+90) | 08003 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 149,907.45 | 0.00 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0006 SIGNING | |||||||
| 1175 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 168.00 | 168.000 | 0.000 | 0.000 | 31.25 | 0.00 | |||
| 1180 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 112.00 | 112.000 | 0.000 | 0.000 | 31.25 | 0.00 | |||
| 1185 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,915.00 | 3,915.000 | 352.000 | 1,604.850 | 1,956.850 | 23.00 | 8,096.00 | 45,007.55 | |
| 1190 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 1,145.00 | 1,145.000 | 86.550 | 221.150 | 307.700 | 19.00 | 1,644.45 | 5,846.30 | |
| 1195 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 335.00 | 335.000 | 145.250 | 61.750 | 207.000 | 18.00 | 2,614.50 | 3,726.00 | |
| 1200 | STEEL POST TYPE 1 | 06410 | LF | 3,650.00 | 3,650.000 | 279.000 | 466.750 | 745.750 | 12.50 | 3,487.50 | 9,321.87 | |
| 1205 | OSS GALV STEEL CANTILEVER | 06415 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 36,800.00 | 0.00 | |||
| 1210 | OSS ALUMINUM 50 FT TRUSS | 06419 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 70,800.00 | 0.00 | |||
| 1215 | OSS ALUMINUM 60 FT TRUSS | 06422 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 73,800.00 | 0.00 | |||
| 1220 | GMSS GALV STEEL TYPE C | 06441 | LB | 7,100.00 | 7,100.000 | 9,887.920 | 9,887.920 | 7.00 | 69,215.44 | |||
| 1225 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1230 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 150.00 | 150.000 | 78.720 | 78.720 | 615.00 | 48,412.80 | |||
| 1235 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 13,868.00 | 13,868.000 | 4,908.200 | 4,908.200 | 2.50 | 12,270.50 | |||
| 1240 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 7.00 | 7.000 | 4.000 | 1.000 | 5.000 | 5,500.00 | 22,000.00 | 27,500.00 | |
| 1245 | ROADWAY CROSS SECTION | 20419ND | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 1250 | REMOVE SIGN | 21373ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,525.00 | 3,050.00 | |||
| 1255 | BARCODE SIGN INVENTORY | 24631EC | EACH | 315.00 | 315.000 | 54.000 | 54.000 | 20.00 | 1,080.00 | |||
| 8034 | GMSS GALV STEEL TYPE A | 06400 | LB | 0.00 | 2,742.000 | 3,048.000 | 3,048.000 | 4.00 | 12,192.00 | |||
| 8044 | GMSS TYPE D | 21596ND | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0007 SIGNALIZATION | |||||||
| 1260 | CONDUIT-1 IN | 04792 | LF | 182.00 | 182.000 | 39.000 | 13.000 | 52.000 | 5.50 | 214.50 | 286.00 | |
| 1265 | CONDUIT-2 IN | 04795 | LF | 1,560.00 | 950.000 | 35.000 | 1,834.000 | 1,869.000 | 8.90 | 311.50 | 16,634.10 | |
| 1270 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 25.00 | 27.000 | 1.000 | 4.000 | 5.000 | 490.00 | 490.00 | 2,450.00 | |
| 1275 | TRENCHING AND BACKFILLING | 04820 | LF | 1,855.00 | 4,620.000 | 35.000 | 364.000 | 399.000 | 9.80 | 343.00 | 3,910.20 | |
| 1280 | LOOP WIRE | 04830 | LF | 7,315.00 | 4,620.000 | 20.000 | 2,216.000 | 2,236.000 | 1.50 | 30.00 | 3,354.00 | |
| 1285 | CABLE-NO. 14/5C | 04844 | LF | 6,890.00 | 37,130.000 | 17,974.000 | 17,974.000 | 1.75 | 31,454.50 | |||
| 1290 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,120.00 | 14,070.000 | 7,304.000 | 7,304.000 | 1.90 | 13,877.60 | |||
| 1295 | MAST ARM POLE | 04881 | EACH | 7.00 | 0.000 | -4.000 | 4.000 | 0.000 | 26,000.00 | -104,000.00 | 0.00 | |
| 1300 | MESSENGER-10800 LB | 04885 | LF | 750.00 | 185.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 1305 | LOOP SAW SLOT AND FILL | 04895 | LF | 4,240.00 | 1,945.000 | 898.000 | 898.000 | 8.25 | 7,408.50 | |||
| 1310 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 3.000 | 1.000 | 1.000 | 6,565.00 | 6,565.00 | |||
| 1315 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 5,200.00 | 0.00 | |||
| 1320 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 23.00 | 23.000 | 6.000 | 0.000 | 6.000 | 310.00 | 1,860.00 | 1,860.00 | |
| 1325 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 45.00 | 45.000 | 4.000 | 10.000 | 14.000 | 585.00 | 2,340.00 | 8,190.00 | |
| 1330 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 1335 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 3.00 | 14.000 | 8.000 | 8.000 | 980.00 | 7,840.00 | |||
| 1340 | INSTALL PED DETECTOR-AUDIBLE | 20457NS835 | EACH | 23.00 | 23.000 | 6.000 | 0.000 | 6.000 | 275.00 | 1,650.00 | 1,650.00 | |
| 1345 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 23.00 | 23.000 | 6.000 | 0.000 | 6.000 | 275.00 | 1,650.00 | 1,650.00 | |
| 1350 | INSTALL LUMINAIRE POLE | 22939ND | EACH | 3.00 | 3.000 | 2.000 | 0.000 | 2.000 | 2,920.00 | 5,840.00 | 5,840.00 | |
| 1355 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 97.00 | 97.000 | 21.210 | 15.590 | 36.800 | 620.00 | 13,150.20 | 22,816.00 | |
| 1360 | INSTALL PEDESTAL POST | 23235EC | EACH | 14.00 | -2.000 | -3.000 | 3.000 | 0.000 | 1,170.00 | -3,510.00 | 0.00 | |
| 1365 | INSTALL ANTENNA | 23982EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 1370 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 805.00 | 845.000 | 3,117.000 | 8,268.000 | 11,385.000 | 2.90 | 9,039.30 | 33,016.50 | |
| 1375 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 970.00 | 3,575.000 | 1,507.000 | 2,004.000 | 3,511.000 | 3.25 | 4,897.75 | 11,410.75 | |
| 1380 | NO.6 AWG | 40120 | LF | 1,700.00 | 885.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 8064 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 0.00 | 14.000 | 4.000 | 0.000 | 4.000 | 500.00 | 2,000.00 | 2,000.00 | |
| 8065 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 4,050.00 | 0.00 | |||
| 8069 | CONDUIT-4 IN Signal added | 04799 | LF | 0.00 | 235.000 | 235.000 | 235.000 | 20.00 | 4,700.00 | |||
| 8070 | INSTALL Vibration Damper | 24601EC | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 8071 | INSTALL Battery Backup | 24601EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,590.00 | 2,590.00 | |||
| 8076 | MAST ARM POLE Decorative (black) | 04881 | EACH | 0.00 | 8.000 | 4.000 | 0.000 | 4.000 | 28,257.50 | 113,030.00 | 113,030.00 | |
| 8077 | INSTALL PEDESTAL POST Decorative Black | 23235EC | EACH | 0.00 | 16.000 | 1.000 | 0.000 | 1.000 | 2,535.00 | 2,535.00 | 2,535.00 | |
| 8078 | POLE 30 FT MTG HT Decorative Black | 04700 | EACH | 0.00 | 6.000 | 6.000 | 0.000 | 6.000 | 2,506.25 | 15,037.50 | 15,037.50 | |
| 8079 | BRACKET 4 FT Decorative Black | 04720 | EACH | 0.00 | 6.000 | 6.000 | 0.000 | 6.000 | 485.00 | 2,910.00 | 2,910.00 | |
| 8080 | POLE 40 FT MTG HT Decorative Black | 04701 | EACH | 0.00 | 14.000 | 10.000 | 0.000 | 10.000 | 1,841.25 | 18,412.50 | 18,412.50 | |
| 8081 | BRACKET 8 FT Decorative Black | 04722 | EACH | 0.00 | 14.000 | 10.000 | 0.000 | 10.000 | 540.00 | 5,400.00 | 5,400.00 | |
| 8082 | LED LUMINAIRE Decorative Black | 24589ED | EACH | 0.00 | 20.000 | 16.000 | 0.000 | 16.000 | 1,116.25 | 17,860.00 | 17,860.00 | |
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0008 LIGHTING | |||||||
| 1385 | POLE 30 FT MTG HT (POLE 30-FT MTG HT W/ 12-IN ARM) | 04700 | EACH | 28.00 | 50.000 | 20.000 | 20.000 | 2,165.00 | 43,300.00 | |||
| 1390 | POLE 40 FT MTG HT (HIGH MASTE LED LUMINAIRE) | 04701 | EACH | 161.00 | 121.000 | -3.000 | 35.000 | 32.000 | 1,500.00 | -4,500.00 | 48,000.00 | |
| 1395 | BRACKET 4 FT (LED TUNEEL LUMINAIRE) | 04720 | EACH | 7.00 | 1.000 | -2.000 | 2.000 | 0.000 | 485.00 | -970.00 | 0.00 | |
| 1400 | BRACKET 8 FT (LIGHTING DIMMING CONTROL)LIGHTING DIMMI | 04722 | EACH | 58.00 | 44.000 | 1.000 | 19.000 | 20.000 | 540.00 | 540.00 | 10,800.00 | |
| 1405 | BRACKET 12 FT (POLE 40-FT MTG HT W/ 12-IN ARM) | 04724 | EACH | 67.00 | 67.000 | -1.000 | 33.000 | 32.000 | 735.00 | -735.00 | 23,520.00 | |
| 1410 | BRACKET 15 FT | 04725 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 705.00 | 0.00 | |||
| 1415 | POLE BASE | 04740 | EACH | 189.00 | 189.000 | 11.000 | 69.000 | 80.000 | 975.00 | 10,725.00 | 78,000.00 | |
| 1420 | TRANSFORMER BASE | 04750 | EACH | 189.00 | 189.000 | 16.000 | 55.000 | 71.000 | 695.00 | 11,120.00 | 49,345.00 | |
| 1425 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 21,452.00 | 21,452.00 | 21,452.00 | |
| 1430 | FUSED CONNECTOR KIT | 04780 | EACH | 410.00 | 438.000 | 122.000 | 27.000 | 149.000 | 65.00 | 7,930.00 | 9,685.00 | |
| 1435 | CONDUIT-2 IN | 04795 | LF | 25,800.00 | 9,495.000 | 3,178.000 | 3,178.000 | 7.75 | 24,629.50 | |||
| 1440 | MARKER | 04800 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 1445 | TRENCHING AND BACKFILLING | 04820 | LF | 22,064.00 | 22,064.000 | 2,841.000 | 7,492.000 | 10,333.000 | 5.25 | 14,915.25 | 54,248.25 | |
| 1450 | WIRE-NO. 12 | 04832 | LF | 29,615.00 | 12,024.000 | 5,205.000 | 11,638.000 | 16,843.000 | 1.30 | 6,766.50 | 21,895.90 | |
| 1455 | WIRE-NO. 8 | 04833 | LF | 84,650.00 | 70,935.000 | 18,396.000 | 51,908.000 | 70,304.000 | 1.37 | 25,202.52 | 96,316.48 | |
| 1460 | WIRE-NO. 6 | 04834 | LF | 7,615.00 | 735.000 | 2,423.000 | 2,423.000 | 1.80 | 4,361.40 | |||
| 1465 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 2.000 | 18.000 | 20.000 | 820.00 | 1,640.00 | 16,400.00 | |
| 1470 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 27.00 | 27.000 | 5.000 | 5.000 | 1,025.00 | 5,125.00 | |||
| 1475 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.010 | 0.000 | 0.010 | 34,475.00 | 344.75 | 344.75 | |
| 1480 | BORE AND JACK CONDUIT | 21543EN | LF | 190.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1485 | LED LUMINAIRE | 24589ED | EACH | 189.00 | 169.000 | -3.000 | 55.000 | 52.000 | 775.00 | -2,325.00 | 40,300.00 | |
| 8005 | CONDUIT-3 IN SOV adjustment - CONDUIT 3 IN | 04797 | LF | 0.00 | 3,700.000 | 3,570.000 | 3,570.000 | 3.85 | 13,749.31 | |||
| 8013 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 8014 | ELECTRICAL JUNCTION BOX Median Wall | 04810 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 8043 | PVC CONDUIT-3 IN- IN MEDIAN BARRIER WALL | 20394ES835 | LF | 0.00 | 570.000 | 570.000 | 570.000 | 6.00 | 3,420.00 | |||
| 8053 | CONDUIT-3 IN Lighting | 04797 | LF | 0.00 | 650.000 | 6.000 | 6.000 | 10.00 | 60.00 | |||
| 8066 | REMOVE LIGHTING | 04940 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 3,700.00 | 0.00 | |||
| 8067 | RELOCATE LIGHT POLE | 23836EC | EACH | 0.00 | 30.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8068 | CONDUIT-3 IN Lighting | 04797 | LF | 0.00 | 1,280.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0010 WATERLINE | |||||||
| 1490 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 1495 | W CAP EXISTING MAIN | 14003 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 1500 | W ENCASEMENT CONCRETE | 14005 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 1505 | W ENCASEMENT STEEL OPEN CUT RANGE 6 | 14017 | LF | 210.00 | 210.000 | 140.000 | 140.000 | 260.00 | 36,400.00 | |||
| 1510 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 1515 | W FIRE HYDRANT REMOVE | 14021 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1520 | W METER RELOCATE | 14030 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1525 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 2,300.00 | 2,300.000 | 0.000 | 0.000 | 72.00 | 0.00 | |||
| 1530 | W PIPE DUCTILE IRON 12 INCH | 14039 | LF | 3,350.00 | 3,350.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 1535 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 2,425.00 | 2,425.000 | 2,633.420 | 2,633.420 | 121.00 | 318,643.82 | |||
| 1540 | W REMOVE TRANSITE (AC) PIPE | 14076 | LF | 565.00 | 565.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1545 | W TIE-IN 08 INCH | 14095 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 1550 | W TIE-IN 12 INCH | 14097 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 1555 | W TIE-IN 16 INCH | 14098 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 5,000.00 | 20,000.00 | |||
| 1560 | W VALVE 08 INCH | 14106 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 1565 | W VALVE 12 INCH | 14108 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,600.00 | 0.00 | |||
| 1570 | W VALVE 16 INCH | 14109 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 1575 | W VALVE BOX ADJUST | 14113 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1580 | W MAIN BYPASS (UNKNOWN SIZE) | 14157 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 1585 | W ENCASEMENT STEEL OPEN CUT RANGE 6 INST (42-IN PIPE) | 14509 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 750.03 | 0.00 | |||
| 1590 | BORE & JACK PIPE (42-IN PIPE) | 20211ES706 | LF | 300.00 | 180.000 | 180.000 | 180.000 | 1,661.05 | 298,989.00 | |||
| 1595 | UTILITY COORDINATION (PUBLIC UTILITY RELOCATION WORK; DUKE EL | 24845EC | LS | 1.00 | 1.000 | 0.010 | 0.620 | 0.630 | 3,058,067.76 | 30,580.67 | 1,926,582.68 | |
| 1625 | CONDUIT-6 IN (install 6 ducts) | 23431EC | LF | 17,700.00 | 0.000 | 0.000 | 0.000 | 31.44 | 0.00 | |||
| 1630 | CONDUIT-6 IN (install 15 ducts) | 23431EC | LF | 8,100.00 | 0.000 | 0.000 | 0.000 | 40.24 | 0.00 | |||
| 1635 | CONC ELEC HANDHOLE-H-20 RATED-INSTALLED (6ft x 12ft) | 40065 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 14,933.05 | 149,330.50 | |||
| 1640 | CONDUIT-6 IN (install 4 ducts) | 23431EC | LF | 4,600.00 | 0.000 | 0.000 | 0.000 | 31.32 | 0.00 | |||
| 1645 | CONC ELEC HANDHOLE-H-20 RATED-INSTALLED (6ft x 12ft) | 40065 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 14,933.05 | 74,665.25 | |||
| 1650 | CONDUIT-4 IN (install 2 ducts) | 04799 | LF | 2,300.00 | 0.000 | 0.000 | 0.000 | 53.88 | 0.00 | |||
| 1655 | CONC ELEC HANDHOLE-H-20 RATED-INSTALLED (2ft x 4ft) | 40065 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,549.53 | 22,198.12 | |||
| 1660 | CONDUIT-4 IN (install 2 ducts) | 04799 | LF | 2,300.00 | 0.000 | 246.000 | 246.000 | 53.88 | 13,254.48 | |||
| 1665 | CONC ELEC HANDHOLE-H-20 RATED-INSTALLED (6ft x 12ft) | 40065 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,549.53 | 0.00 | |||
| 8003 | CONDUIT-6 IN Schedule 40 | 23431EC | LF | 0.00 | 26,105.000 | 24,258.000 | 24,258.000 | 39.32 | 953,875.98 | |||
| 8004 | CONDUIT-4 IN Add Conduit 4 IN | 04799 | LF | 0.00 | 4,160.000 | 4,180.000 | 4,180.000 | 59.57 | 249,039.55 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0011 MISCELLANEOUS | |||||||
| 1600 | D/B R/W ACQUISITION COST | 24676EN | LS | 1.00 | 1.000 | 0.010 | 0.670 | 0.680 | 1,600,000.00 | 16,000.00 | 1,088,000.00 | |
| 1605 | D/B LIFE CYCLE ADJUSTMENT | 25052EN | LS | 1.00 | 1.000 | 0.000 | 0.000 | 798,296.00 | 0.00 | |||
| 1610 | D/B DESIGN | 25053EN | LS | 1.00 | 1.000 | 0.010 | 0.690 | 0.700 | 4,030,000.00 | 40,300.00 | 2,821,000.00 | |
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0012 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1615 | MOBILIZATION | 02568 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,150,000.00 | 0.00 | |||
| 1620 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,100,000.00 | 0.00 | |||
| 8058 | MOBILIZATION SOV - Revised | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,442,497.81 | 2,442,497.81 | |||
| Project | DE199101 | Fed/State Project Number | FD52 008 0275 006-010 | Category | 0013 BUILDABLE UNIT 1 | |||||||
| 8001 | D/B CONTRACT PAYMENT Accounting Reconciliation | 25083EN | DOLL | 0.00 | -179,903.960 | -227,046.410 | -227,046.410 | 1.00 | -227,046.41 | |||
| 8074 | D/B CONTRACT PAYMENT Signal Change Order | 25074EN | LS | 0.00 | 1.000 | 0.500 | 0.500 | 80,384.06 | 40,192.03 | |||
| SUBTOT | $836,693.67 |
$29,478,448.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1095-1-0I |
STEEL REINUN 615GR60 | LB |
28,674.00 | 0014 | $0.463220 | $13,282.37 | ||||||
1115-1-0I |
STL REINEXCO 615GR60 | LB |
7,812.00 | 0014 | $0.523640 | $4,090.67 | ||||||
1090-1-0I |
STAY IN PL FORMS | LS |
1.00 | 0016 | $22652.480000 | $22,652.48 | ||||||
1115-7-0I |
STL REINEXCO 615GR60 | LB |
36,643.00 | 0017 | $0.520000 | $19,054.36 | ||||||
1115-6-0I |
STL REINEXCO 615GR60 | LB |
36,641.00 | 0017 | $0.520000 | $19,053.32 | ||||||
1115-5-0I |
STL REINEXCO 615GR60 | LB |
21,680.00 | 0017 | $0.520000 | $11,273.60 | ||||||
1115-4-0I |
STL REINEXCO 615GR60 | LB |
36,763.00 | 0017 | $0.520000 | $19,116.76 | ||||||
1115-3-0I |
STL REINEXCO 615GR60 | LB |
37,218.00 | 0017 | $0.520000 | $19,353.36 | ||||||
1115-2-0I |
STL REINEXCO 615GR60 | LB |
37,108.00 | 0017 | $0.520000 | $19,296.16 | ||||||
1150-1-0I |
STL REINEXCO 615GR60 | LB |
15,609.00 | 0017 | $0.520000 | $8,116.68 | ||||||
1535-1-0I |
UTILITY INCIDENTAL | FT |
539.00 | 0020 | $46.300000 | $24,955.70 | ||||||
1095-1-0A |
STEEL REINUN 615GR60 | LB |
7,167.50 | 0014 | $0.463220 | $-3,320.13 | ||||||
1115-1-0A |
STL REINEXCO 615GR60 | LB |
1,954.00 | 0014 | $0.523640 | $-1,023.19 | ||||||
1095-1-0A |
STEEL REINUN 615GR60 | LB |
7,224.50 | 0015 | $0.463220 | $-3,346.53 | ||||||
1115-1-0A |
STL REINEXCO 615GR60 | LB |
1,954.00 | 0015 | $0.523640 | $-1,023.19 | ||||||
1095-1-0A |
STEEL REINUN 615GR60 | LB |
14,282.00 | 0016 | $0.463220 | $-6,615.71 | ||||||
1115-1-0A |
STL REINEXCO 615GR60 | LB |
3,904.00 | 0016 | $0.523640 | $-2,044.29 | ||||||
1090-1-0A |
STAY IN PL FORMS | LS |
1.00 | 0020 | $22652.480000 | $-22,652.48 | ||||||
1115-7-0A |
STL REINEXCO 615GR60 | LB |
36,643.00 | 0020 | $0.520000 | $-19,054.36 | ||||||
1115-6-0A |
STL REINEXCO 615GR60 | LB |
36,641.00 | 0020 | $0.520000 | $-19,053.32 | ||||||
1115-5-0A |
STL REINEXCO 615GR60 | LB |
21,680.00 | 0020 | $0.520000 | $-11,273.60 | ||||||
1115-4-0A |
STL REINEXCO 615GR60 | LB |
36,763.00 | 0020 | $0.520000 | $-19,116.76 | ||||||
1115-2-0A |
STL REINEXCO 615GR60 | LB |
37,108.00 | 0020 | $0.520000 | $-19,296.16 | ||||||
1115-3-0A |
STL REINEXCO 615GR60 | LB |
37,218.00 | 0020 | $0.520000 | $-19,353.36 | ||||||
1150-1-0A |
STL REINEXCO 615GR60 | LB |
192.00 | 0020 | $0.520000 | $-99.84 | ||||||
1150-1-0A |
STL REINEXCO 615GR60 | LB |
256.00 | 0021 | $0.520000 | $-133.12 | ||||||
1150-1-0A |
STL REINEXCO 615GR60 | LB |
446.00 | 0022 | $0.520000 | $-231.92 | ||||||
1535-1-0A |
UTILITY INCIDENTAL | FT |
539.00 | 0022 | $46.300000 | $-24,955.70 | ||||||
1150-10C |
STL REINEXCO 615GR60 | LB |
0.00 | 0023 | $0.520000 | $-7,651.80 | ||||||
| SUBTOT | $0.00 |
|||||||||||