Report_Id: 199102 Est NO 0081 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 199102 | Estimate Number | 0081 | Estimate Type | PROGRESS | ||
District Office | Frankfort (99320) Seiter, Brandon A. | ||||||
Contractor | JOHN R JURGENSEN CO J/V EATON ASPHALT J/V HAYDON BRIDGE | ADDR SN 0 VC Code KY0018648 | |||||
11641 MOSTELLER RD | |||||||
CINCINNATI , OH , 45241 | |||||||
Pay Period | 05/04/2023 TO 05/17/2023 | ||||||
Date Approved | 05/23/2023 | ||||||
Primary Proj Number | 0600800751901 | ||||||
Project No. | NHPPIM 0757(144), FD52 008 0075 177-179, FD52 008 0075 177-179 | ||||||
Primary County | BOONE | ||||||
Name of Road | KY 536, KY 338 AND I-75 DESIGN BUILD | ||||||
Description | Midpoint | ||||||
Date Let | 10/18/2019 | Formal Acceptance | |||||
Date Awarded | 10/18/2019 | Date Work Began | 12/15/2019 | ||||
Date Contract Executed | 10/18/2019 | Open To Traffic | |||||
Date NTP Issued | 11/20/2019 | Actual Completion Date | |||||
Current Contract Amount | $124,022,904.65 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $120,626,685.53 |
Total Earnings | $109,345,633.95 |
$107,745,261.72 |
$1,600,372.23 |
|
Percent Complete | 88.44 |
Stockpiled Materials | $337,154.32 |
$359,239.52 |
$-22,085.20 |
|
Funds Available | $14,340,116.38 |
Gross Earnings | $109,682,788.27 |
$108,104,501.24 |
$1,578,287.03 |
|
Total Change Orders | $3,396,219.12 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $109,682,788.27 |
$108,104,501.24 |
$1,578,287.03 |
|||
Contract Id | 199102 | Change Order Summary |
County | BOONE | ||||||
Estimate Nbr | 0081 | Project Number | NHPPIM 0757(144), FD52 008 0075 177-179, FD52 008 0075 177-179 | |||||||
Contractor | JOHN R JURGENSEN CO J/V EATON ASPHALT J/V HAYDON BRIDGE | Period | 05/04/2023 TO 05/17/2023 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Watermain Relocation Revisions | Approved | 06/25/2020 | $0.00 | 1.0 | |||||
002 | Gravity Retaining Wall Revisions | Approved | 04/07/2021 | $-0.01 | 0.0 | |||||
003 | ATC #2 Revisions | Approved | 08/18/2020 | $0.00 | 0.0 | |||||
004 | Gas Line Relocation Richwood Revisions | Approved | 09/25/2020 | $238,485.66 | 0.0 | |||||
005 | Construction Rev No. 1 & Norfolk Southern Railroad Changes | Approved | 11/15/2021 | $92,333.37 | 0.0 | |||||
006 | Parcel 107 Speedway Entrance Revisions | Approved | 09/07/2021 | $4,752.34 | 0.0 | |||||
007 | Norfolk Southern Railroad Extra Work Items #1 | Approved | 09/07/2021 | $42,064.80 | 0.0 | |||||
008 | Fuel and Asphalt Adjustments | Approved | 09/02/2021 | $0.01 | 0.0 | |||||
009 | Mt. Zion Changes #1 | Approved | 02/02/2022 | $24,279.22 | 0.0 | |||||
010 | Traffic Control RW #1 | Approved | 09/07/2021 | $127,857.00 | 0.0 | |||||
011 | Temporary Pavement | Approved | 04/07/2021 | $0.00 | 0.0 | |||||
012 | Richwood Utility Changes | Approved | 02/01/2023 | $77,839.80 | 0.0 | |||||
013 | Traffic Control MZ #1 | Approved | 09/07/2021 | $141,467.71 | 0.0 | |||||
014 | Richwood Drainage | Approved | 10/17/2022 | $27,407.26 | 0.0 | |||||
015 | Mt. Zion Rest Area Sign | Approved | 02/22/2022 | $12,244.31 | 0.0 | |||||
016 | RW Cement Stabilized Roadbed | Approved | 01/31/2022 | $0.00 | 0.0 | |||||
017 | Norfolk Southern RR delay claim resolution | Approved | 08/23/2021 | $1,200,000.00 | 0.0 | |||||
019 | EPS Foam Blocks RW | Approved | 01/31/2022 | $0.00 | 0.0 | |||||
022 | NSRR Ballast/UV Protection | Approved | 02/14/2022 | $39,181.57 | 0.0 | |||||
023 | RW Roadway Changes | Approved | 01/06/2023 | $24,486.17 | 0.0 | |||||
024 | RW Traffic Changes | Approved | 02/01/2023 | $25,618.30 | 0.0 | |||||
026 | Norfolk Southern RR Undercuts | Approved | 12/21/2022 | $87,361.24 | 0.0 | |||||
029 | Non-Spec Materials | Approved | 08/08/2022 | $-72,776.01 | 0.0 | |||||
030 | ATC #1 | Approved | 08/18/2022 | $0.00 | 0.0 | |||||
031 | ATC #2 | Approved | 08/18/2022 | $0.00 | 0.0 | |||||
032 | Construction Revision 5 - Parcel 315 Car Entrance | Approved | 01/06/2023 | $217,937.19 | 0.0 | |||||
033 | MZ - Construction Revision 3 | Approved | 01/06/2023 | $7,707.79 | 0.0 | |||||
034 | MZ - Construction Revision 2 | Approved | 02/01/2023 | $27,971.40 | 0.0 | |||||
038 | Disincentive Fees | Approved | 10/10/2022 | $0.00 | 0.0 | |||||
040 | Norfolk Southern Railroad Delay/Mitigation | Approved | 02/01/2023 | $1,050,000.00 | 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 | 199102 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
Contract Type | ARHB ASPHALT REHAB WITH BRIDGE (S) | TRANSPORTATION CABINET |
Primary Project Number | 0600800751901 | ||||||
Estimate Nbr | 0081 | Period | 05/04/2023 TO 05/17/2023 | |||||||
Contractor | JOHN R JURGENSEN CO J/V EATON ASPHALT J/V HAYDON BRIDGE | |||||||||
Project | 0600800751901 | Fed/State Project Number | NHPPIM 0757(144) | Category | 0001 PAVING - I75 | |||||||
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 | |
0005 | DGA BASE I-75 PAVEMENT | 00001 | TON | 1,171.00 | 1,171.000 | 0.000 | 0.000 | 40.53 | 0.00 | |||
0010 | ASPHALT SEAL AGGREGATE I-75 PAVEMENT | 00100 | TON | 287.00 | 287.000 | 0.000 | 0.000 | 108.17 | 0.00 | |||
0015 | ASPHALT SEAL COAT | 00103 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 810.93 | 0.00 | |||
0020 | LEVELING & WEDGING PG76-22 I-75 PAVEMENT | 00194 | TON | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 101.51 | 0.00 | |||
0025 | CL4 ASPH BASE 1.00D PG76-22 I-75 PAVEMENT | 00219 | TON | 3,413.00 | 3,413.000 | 3,796.370 | 3,796.370 | 95.65 | 363,122.79 | |||
0030 | CL3 ASPH SURF 0.38D PG64-22 I-75 PAVEMENT | 00339 | TON | 8,100.00 | 8,100.000 | 4,985.930 | 4,985.930 | 81.75 | 407,599.77 | |||
0035 | CL4 ASPH SURF 0.38A PG76-22 I-75 PAVEMENT | 00342 | TON | 42,337.00 | 42,337.000 | 40,224.030 | 40,224.030 | 90.52 | 3,641,079.19 | |||
0040 | ASPHALT PAVE MILLING & TEXTURING I-75 PAVEMENT | 02677 | TON | 54,323.00 | 54,323.000 | 45,312.050 | 45,312.050 | 15.73 | 712,758.54 | |||
0045 | JOINT ADHESIVE I-75 PAVEMENT | 20071EC | LF | 527,911.00 | 527,911.000 | 387,606.000 | 387,606.000 | 0.61 | 236,439.66 | |||
0050 | BLOW UP/RELIEF JOINT I-75 PAVEMENT | 20509ED | SQYD | 2,715.00 | 2,715.000 | 2,677.590 | 2,677.590 | 300.05 | 803,410.87 | |||
0055 | FIBER REINFORCEMENT FOR HMA I-75 PAVEMENT | 24785EC | TON | 963.00 | 963.000 | 0.000 | 0.000 | 24.76 | 0.00 | |||
0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING I-75 PAVEMENT | 24970EC | TON | 160.00 | 160.000 | 162.390 | 162.390 | 1,097.29 | 178,188.92 | |||
0065 | POTHOLE PATCHING | 21549EN | SQYD | 409.19 | 409.190 | 409.190 | 409.190 | 200.00 | 81,838.00 | |||
8075 | SUBGRADE STABILIZATION I-75 PAVEMENT | 24790EC | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 474.25 | 0.00 | |||
Project | 0600800751901 | Fed/State Project Number | NHPPIM 0757(144) | Category | 0002 ROADWAY - I75 | |||||||
0070 | BARRIER WALL REPLACEMENT | 23696EC | LF | 185.00 | 185.000 | 253.000 | 253.000 | 442.16 | 111,866.48 | |||
0075 | CRUSHED AGGREGATE SIZE NO 2 I-75 ROADWAY | 00078 | TON | 4,441.00 | 4,441.000 | 7,334.920 | 7,334.920 | 47.12 | 345,621.43 | |||
0080 | PERFORATED PIPE EDGE DRAIN-4 IN I-75 ROADWAY | 01005 | LF | 10,000.00 | 10,000.000 | 92.000 | 92.000 | 12.23 | 1,125.16 | |||
0085 | NON-PERFORATED PIPE-4 IN I-75 ROADWAY | 01010 | LF | 275.00 | 275.000 | 89.000 | 89.000 | 48.61 | 4,326.29 | |||
0090 | INSPECT & CERTIFY EDGE DRAIN SYSTEM I-75 ROADWAY | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 84,291.23 | 84,291.23 | |||
0095 | PERF PIPE HEADWALL TY 1-4 IN I-75 ROADWAY | 01020 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 711.06 | 0.00 | |||
0100 | PERF PIPE HEADWALL TY 2-4 IN I-75 ROADWAY | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 729.29 | 0.00 | |||
0105 | PERF PIPE HEADWALL TY 3-4 IN I-75 ROADWAY | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 729.29 | 0.00 | |||
0110 | PIPE CULVERT HEADWALL-18 IN I-75 ROADWAY | 01204 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,413.39 | 2,413.39 | |||
0115 | REMOVE PIPE I-75 ROADWAY | 01310 | LF | 3.00 | 3.000 | 3.000 | 3.000 | 751.96 | 2,255.88 | |||
0120 | RECONSTRUCT INLET I-75 ROADWAY | 01720 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,787.99 | 4,787.99 | |||
0125 | CORED HOLE DRAINAGE BOX CON-4 IN I-75 ROADWAY | 01740 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 425.42 | 0.00 | |||
0130 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE I-75 ROADWAY | 01982 | EACH | 24.00 | 24.000 | 17.000 | 17.000 | 7.00 | 119.00 | |||
0135 | DELINEATOR FOR BARRIER - WHITE I-75 ROADWAY | 01984 | EACH | 60.00 | 60.000 | 60.000 | 60.000 | 33.50 | 2,010.00 | |||
0140 | DELINEATOR FOR BARRIER - YELLOW I-75 ROADWAY | 01985 | EACH | 65.00 | 65.000 | 79.000 | 79.000 | 7.25 | 572.75 | |||
0145 | RELOCATE TEMP CONC BARRIER I-75 ROADWAY | 02003 | LF | 3,000.00 | 3,000.000 | 3,000.000 | 3,000.000 | 4.94 | 14,820.00 | |||
0150 | PARTIAL DEPTH PATCHING I-75 ROADWAY | 02110 | CUFT | 2,286.00 | 2,286.000 | 2,286.000 | 2,286.000 | 94.83 | 216,781.38 | |||
0155 | TEMP DITCH I-75 ROADWAY | 02159 | LF | 22,664.00 | 22,664.000 | 0.000 | 0.000 | 0.67 | 0.00 | |||
0160 | CLEAN TEMP DITCH I-75 ROADWAY | 02160 | LF | 11,332.00 | 11,332.000 | 0.000 | 0.000 | 0.47 | 0.00 | |||
0165 | REMOVE PAVED DITCH I-75 ROADWAY | 02165 | SQYD | 84.00 | 84.000 | 90.440 | 90.440 | 24.23 | 2,191.36 | |||
0170 | ROADWAY EXCAVATION I-75 ROADWAY | 02200 | CUYD | 2,644.00 | 2,644.000 | 4,802.330 | 4,802.330 | 28.11 | 134,993.49 | |||
0175 | FLOWABLE FILL I-75 ROADWAY | 02220 | CUYD | 25.00 | 25.000 | 30.000 | 30.000 | 286.02 | 8,580.60 | |||
0180 | FENCE-WOVEN WIRE TYPE 1 I-75 ROADWAY | 02262 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0185 | REMOVE FENCE I-75 ROADWAY | 02265 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
0190 | GUARDRAIL-STEEL W BEAM-S FACE I-75 ROADWAY | 02351 | LF | 1,025.00 | 1,025.000 | 950.000 | 950.000 | 17.00 | 16,150.00 | |||
0195 | GUARDRAIL TERMINAL SECTION NO 1 I-75 ROADWAY | 02360 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
0200 | GUARDRAIL END TREATMENT TYPE 1 I-75 ROADWAY | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
0205 | GUARDRAIL END TREATMENT TYPE 2A I-75 ROADWAY | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
0210 | REMOVE GUARDRAIL I-75 ROADWAY | 02381 | LF | 1,075.00 | 1,075.000 | 950.000 | 950.000 | 2.00 | 1,900.00 | |||
0215 | CHANNEL LINING CLASS III I-75 ROADWAY | 02484 | TON | 604.00 | 604.000 | 604.000 | 604.000 | 96.68 | 58,394.72 | |||
0220 | CLEARING AND GRUBBING I-75 ROADWAY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 97,929.50 | 97,929.50 | |||
0225 | TEMPORARY SIGNS I-75 ROADWAY | 02562 | SQFT | 1,200.00 | 1,200.000 | 1,397.000 | 1,397.000 | 13.40 | 18,719.80 | |||
0230 | DITCHING AND SHOULDERING I-75 ROADWAY | 02575 | LF | 45,328.00 | 45,328.000 | 13,162.000 | 13,162.000 | 1.20 | 15,794.40 | |||
0235 | FABRIC-GEOTEXTILE TYPE I I-75 ROADWAY | 02596 | SQYD | 1,105.00 | 1,105.000 | 1,965.280 | 1,965.280 | 5.00 | 9,826.40 | |||
0240 | MAINTAIN & CONTROL TRAFFIC I-75 ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.003 | 0.880 | 0.883 | 549,864.33 | 1,649.59 | 485,530.20 | |
0245 | TRUCK MOUNTED ATTENUATOR I-75 ROADWAY | 02654 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 30,270.63 | 60,541.26 | |||
0250 | PORTABLE CHANGEABLE MESSAGE SIGN I-75 ROADWAY | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,208.67 | 8,834.68 | |||
0255 | MOBILIZATION FOR MILL & TEXT I-75 ROADWAY | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,707.38 | 2,707.38 | |||
0260 | SHOULDER RUMBLE STRIPS I-75 ROADWAY | 02696 | LF | 190,915.00 | 190,915.000 | 137,810.000 | 137,810.000 | 0.13 | 17,915.30 | |||
0265 | SILT TRAP TYPE A I-75 ROADWAY | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 470.05 | 0.00 | |||
0270 | SILT TRAP TYPE B I-75 ROADWAY | 02704 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 470.05 | 940.10 | |||
0275 | SILT TRAP TYPE C I-75 ROADWAY | 02705 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 507.57 | 1,015.14 | |||
0280 | CLEAN SILT TRAP TYPE A I-75 ROADWAY | 02706 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 213.53 | 0.00 | |||
0285 | CLEAN SILT TRAP TYPE B I-75 ROADWAY | 02707 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 213.53 | 0.00 | |||
0290 | CLEAN SILT TRAP TYPE C I-75 ROADWAY | 02708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 173.23 | 0.00 | |||
0295 | ARROW PANEL I-75 ROADWAY | 02775 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,163.01 | 3,489.03 | |||
0300 | RELOCATE CRASH CUSHION I-75 ROADWAY | 02898 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
0305 | CONCRETE BARRIER WALL TYPE 9T I-75 ROADWAY | 03171 | LF | 3,000.00 | 3,000.000 | 3,436.000 | 3,436.000 | 41.76 | 143,487.36 | |||
0310 | EXCAVATION AND BACKFILL I-75 ROADWAY | 03235 | CUYD | 25.00 | 25.000 | 25.000 | 25.000 | 147.27 | 3,681.75 | |||
0315 | CLEAN PIPE STRUCTURE I-75 ROADWAY | 03262 | EACH | 157.00 | 157.000 | 162.000 | 162.000 | 659.57 | 106,850.34 | |||
0320 | ARMORED EDGE FOR CONCRETE I-75 ROADWAY | 03299 | LF | 948.40 | 948.400 | 948.400 | 948.400 | 215.87 | 204,731.10 | |||
0325 | CONDUIT-1 IN I-75 ROADWAY | 04792 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
0330 | CONDUIT-1 1/4 IN I-75 ROADWAY | 04793 | LF | 440.00 | 440.000 | 243.000 | 243.000 | 9.00 | 2,187.00 | |||
0335 | CONDUIT-2 IN I-75 ROADWAY | 04795 | LF | 210.00 | 210.000 | 175.000 | 175.000 | 10.00 | 1,750.00 | |||
0340 | ELECTRICAL JUNCTION BOX TYPE B I-75 ROADWAY | 04811 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 550.00 | 3,300.00 | |||
0345 | TRENCHING AND BACKFILLING I-75 ROADWAY | 04820 | LF | 640.00 | 640.000 | 295.000 | 295.000 | 4.00 | 1,180.00 | |||
0350 | PIEZOELECTRIC SENSOR I-75 ROADWAY | 04829 | EACH | 60.00 | 60.000 | 34.000 | 34.000 | 1,200.00 | 40,800.00 | |||
0355 | LOOP WIRE I-75 ROADWAY | 04830 | LF | 17,528.00 | 17,528.000 | 16,394.000 | 16,394.000 | 0.90 | 14,754.60 | |||
0360 | CABLE-NO. 14/1 PAIR I-75 ROADWAY | 04850 | LF | 470.00 | 470.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
0365 | POLE 35 FT WOODEN I-75 ROADWAY | 04871 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
0370 | LOOP SAW SLOT AND FILL I-75 ROADWAY | 04895 | LF | 3,800.00 | 3,800.000 | 2,286.000 | 2,286.000 | 9.00 | 20,574.00 | |||
0375 | ELECTRICAL SERVICE I-75 ROADWAY | 04899 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
0380 | EROSION CONTROL BLANKET I-75 ROADWAY | 05950 | SQYD | 18,000.00 | 18,000.000 | 1,775.000 | 1,775.000 | 1.50 | 2,662.50 | |||
0385 | TEMP MULCH I-75 ROADWAY | 05952 | SQYD | 6,453.00 | 6,453.000 | 18,390.000 | 18,390.000 | 0.14 | 2,574.60 | |||
0390 | TEMP SEEDING AND PROTECTION I-75 ROADWAY | 05953 | SQYD | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
0395 | INITIAL FERTILIZER I-75 ROADWAY | 05963 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0400 | MAINTENANCE FERTILIZER I-75 ROADWAY | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
0405 | SPECIAL SEEDING CROWN VETCH I-75 ROADWAY | 05989 | SQYD | 2,160.00 | 2,160.000 | 2,972.000 | 2,972.000 | 0.22 | 653.84 | |||
0410 | AGRICULTURAL LIMESTONE I-75 ROADWAY | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
0415 | FLEXIBLE DELINEATOR POST-M/W I-75 ROADWAY | 06401 | EACH | 466.00 | 466.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
0420 | FLEXIBLE DELINEATOR POST-M/Y I-75 ROADWAY | 06404 | EACH | 96.00 | 96.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
0425 | PAVE STRIPING-TEMP PAINT-6 IN I-75 ROADWAY | 06511 | LF | 310,000.00 | 310,000.000 | 208,385.000 | 208,385.000 | 0.24 | 50,012.40 | |||
0430 | PAVE STRIPING-THERMO-6 IN W I-75 ROADWAY | 06542 | LF | 154,953.00 | 154,953.000 | 64,165.000 | 64,165.000 | 0.75 | 48,123.75 | |||
0435 | PAVE STRIPING-THERMO-6 IN Y I-75 ROADWAY | 06543 | LF | 95,458.00 | 95,458.000 | 46,236.000 | 46,236.000 | 0.75 | 34,677.00 | |||
0440 | PAVE STRIPING-THERMO-12 IN W I-75 ROADWAY | 06546 | LF | 9,466.00 | 9,466.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
0445 | PAVE MARKING-THERMO STOP BAR-24IN I-75 ROADWAY | 06568 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
0450 | PAVE MARKING-THERMO CURV ARROW I-75 ROADWAY | 06574 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0455 | PAVE MARKING-THERMO ONLY I-75 ROADWAY | 06576 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
0460 | PAVEMENT MARKER TY IVA-MW TEMP I-75 ROADWAY | 06585 | EACH | 2,780.00 | 2,780.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0465 | PAVEMENT MARKER TY IVA-MY TEMP I-75 ROADWAY | 06586 | EACH | 1,250.00 | 1,250.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
0470 | APPROACH SLAB I-75 ROADWAY | 08500 | SQYD | 2,424.00 | 2,424.000 | 2,424.000 | 2,424.000 | 342.43 | 830,050.32 | |||
0475 | CRASH CUSHION TY VI CLASS BT TL3 I-75 ROADWAY | 08903 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 5,000.00 | 35,000.00 | |||
0480 | GALVANIZED STEEL CABINET I-75 ROADWAY | 20359NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 450.00 | 2,700.00 | |||
0485 | WOOD POST I-75 ROADWAY | 20360ES818 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 200.00 | 2,400.00 | |||
0490 | ELECTRICAL JUNCTION BOX TYPE A I-75 ROADWAY | 20391NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 550.00 | 5,500.00 | |||
0495 | LAW ENFORCEMENT OFFICER I-75 ROADWAY | 20411ED | HOUR | 1,000.00 | 1,000.000 | 1,008.000 | 1,008.000 | 65.00 | 65,520.00 | |||
0500 | CLEAN CULVERT | 24662EC | EACH | 21.00 | 21.000 | 2.750 | 0.000 | 2.750 | 4,270.71 | 11,744.45 | 11,744.45 | |
0505 | REMOVE AND RESET PERF PIPE HEADWALL I-75 ROADWAY | 20758ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 607.74 | 0.00 | |||
0510 | WATER BLASTING EXISTING STRIPE I-75 ROADWAY | 22664EN | LF | 93,750.00 | 93,750.000 | 179,429.000 | 179,429.000 | 0.45 | 80,743.05 | |||
0515 | CONCRETE WEDGE CURB I-75 ROADWAY | 22883EN | LF | 10.00 | 10.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
0520 | INSTALL CONTROLLER CABINET I-75 ROADWAY | 23206EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
0525 | PIPE LINER ACCEPTANCE TESTING I-75 ROADWAY | 23484EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
0530 | INLAID PAVEMENT MARKER I-75 ROADWAY | 24489EC | EACH | 3,498.00 | 3,498.000 | 1,911.000 | 1,911.000 | 25.00 | 47,775.00 | |||
0535 | PAVE MARK THERMO CHEVRON I-75 ROADWAY | 24679ED | SQFT | 4,206.00 | 4,206.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
0540 | INTELLIGENT COMPACTION FOR ASPHALT I-75 ROADWAY | 24781EC | TON | 1.00 | 1.000 | 0.950 | 0.950 | 32,953.66 | 31,305.97 | |||
0545 | PVC FOLD AND FORM PIPE LINER-30 IN I-75 ROADWAY | 24864EC | LF | 317.00 | 317.000 | 317.000 | 317.000 | 176.54 | 55,963.18 | |||
0550 | PAVE MOUNT INFRARED TEMP EQUIPMENT I-75 ROADWAY | 24891EC | SF | 1.00 | 1.000 | 0.950 | 0.950 | 13,125.47 | 12,469.19 | |||
0555 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 I-75 ROADWAY | 24900EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
0560 | LOOP TEST I-75 ROADWAY | 24963ED | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
0565 | HMA ELECTRONIC DELIVERY MGMT SYSTEM I-75 ROADWAY | 24986EC | LS | 1.00 | 1.000 | 0.950 | 0.950 | 35,376.42 | 33,607.59 | |||
0570 | TEMPORARY SILT FENCE I-75 ROADWAY | 40030 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 2.72 | 0.00 | |||
8016 | ASPHALT ADJUSTMENT I-75 ROADWAY | 10030NS | DOLL | 0.00 | 0.001 | 696,427.232 | 696,427.232 | 1.00 | 696,427.23 | |||
8017 | FUEL ADJUSTMENT I-75 ROADWAY | 10020NS | DOLL | 0.00 | 0.001 | 217,622.036 | 217,622.036 | 1.00 | 217,622.03 | |||
8069 | STEEL REINFORCEMENT-EPOXY COATED I-75 ROADWAY | 08151 | LB | 0.00 | 0.000 | 0.000 | 0.000 | 1.39 | 0.00 | |||
8125 | INCENTIVE/DISINCENTIVE I-75 ROADWAY | 02571 | DOLL | 0.00 | 0.001 | -31,500.000 | -31,500.000 | 1.00 | -31,500.00 | |||
8142 | MAINTAIN & CONTROL TRAFFIC I-75 ROADWAY | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | -16,430.00 | -0.00 | |||
8147 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 I-75 ROADWAY | 02387 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 703.33 | 0.00 | |||
Project | 0600800751901 | Fed/State Project Number | NHPPIM 0757(144) | Category | 0003 DEMOBILIZATION &/OR MOBILIZATION | |||||||
0575 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 563,920.00 | 563,920.00 | |||
0580 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 183,274.00 | 0.00 | |||
8124 | MOBILIZATION | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 4,947.25 | 0.00 | |||
8144 | D/B CONTRACT PAYMENT I-75 ACCOUNTING RECONCILIATION | 25083EN | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
SUBTOT | $13,394.04 |
$11,526,930.41 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0320-2-0I |
ARMORED EDGE | LF |
987.00 | 0055 | $36.040000 | $33,792.91 | ||||||
0320-1-0I |
STL REINEXCO 615GR60 | LB |
802.00 | 0055 | $0.595700 | $453.86 | ||||||
0470-3-0I |
STL REINEXCO 615GR60 | LB |
40,852.00 | 0055 | $0.595720 | $23,119.53 | ||||||
0470-2-0I |
STL REINEXCO 615GR60 | LB |
40,852.00 | 0055 | $0.595720 | $23,119.53 | ||||||
0470-1-0I |
STL REINEXCO 615GR60 | LB |
40,231.00 | 0055 | $0.595720 | $22,768.09 | ||||||
0350-1-0I |
PIEZO, CABLE, GROUT | EACH |
60.00 | 0060 | $770.482000 | $43,917.50 | ||||||
0320-2-0A |
ARMORED EDGE | LF |
246.74 | 0056 | $36.040000 | $-8,448.23 | ||||||
0320-1-0A |
STL REINEXCO 615GR60 | LB |
237.10 | 0056 | $0.595700 | $-134.18 | ||||||
0470-3-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0056 | $0.595720 | $-5,779.88 | ||||||
0470-2-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0056 | $0.595720 | $-5,779.88 | ||||||
0470-1-0A |
STL REINEXCO 615GR60 | LB |
10,057.75 | 0056 | $0.595720 | $-5,692.02 | ||||||
0320-2-0A |
ARMORED EDGE | LF |
246.74 | 0057 | $36.040000 | $-8,448.23 | ||||||
0320-1-0A |
STL REINEXCO 615GR60 | LB |
237.10 | 0057 | $0.595700 | $-134.18 | ||||||
0470-3-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0057 | $0.595720 | $-5,779.88 | ||||||
0470-2-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0057 | $0.595720 | $-5,779.88 | ||||||
0470-1-0A |
STL REINEXCO 615GR60 | LB |
10,057.75 | 0057 | $0.595720 | $-5,692.02 | ||||||
0320-2-0A |
ARMORED EDGE | LF |
246.74 | 0059 | $36.040000 | $-8,448.23 | ||||||
0320-1-0A |
STL REINEXCO 615GR60 | LB |
237.10 | 0059 | $0.595700 | $-134.18 | ||||||
0470-3-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0059 | $0.595720 | $-5,779.88 | ||||||
0470-2-0A |
STL REINEXCO 615GR60 | LB |
10,213.00 | 0059 | $0.595720 | $-5,779.88 | ||||||
0470-1-0A |
STL REINEXCO 615GR60 | LB |
10,057.75 | 0059 | $0.595720 | $-5,692.02 | ||||||
0320-2-0A |
ARMORED EDGE | LF |
246.74 | 0060 | $36.040000 | $-8,448.23 | ||||||
0320-1-0A |
STL REINEXCO 615GR60 | LB |
90.70 | 0060 | $0.595700 | $-51.32 | ||||||
0470-3-0A |
STL REINEXCO 615GR60 | LB |
10,212.99 | 0060 | $0.595720 | $-5,779.89 | ||||||
0470-2-0A |
STL REINEXCO 615GR60 | LB |
10,212.99 | 0060 | $0.595720 | $-5,779.89 | ||||||
0470-1-0A |
STL REINEXCO 615GR60 | LB |
10,057.74 | 0060 | $0.595720 | $-5,692.03 | ||||||
0350-1-0A |
PIEZO, CABLE, GROUT | EACH |
26.00 | 0079 | $770.482000 | $-19,030.92 | ||||||
0350-1-0A |
PIEZO, CABLE, GROUT | EACH |
8.00 | 0080 | $770.482000 | $-5,855.67 | ||||||
SUBTOT | $19,030.90 |
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0001 PAVING-388 | |||||||
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 | |
2095 | LIME STABILIZED ROADBED RICHWOOD PAVEMENT | 00013 | SQYD | 159,226.00 | 0.000 | 93,201.750 | 93,201.750 | 7.95 | 740,953.91 | |||
2100 | LIME RICHWOOD PAVEMENT | 00014 | TON | 2,895.00 | 0.000 | 0.000 | 0.000 | 185.44 | 0.00 | |||
2105 | DRAINAGE BLANKET-TYPE II-ASPH RICHWOOD PAVEMENT | 00018 | TON | 24,701.00 | 24,701.000 | 4,355.680 | 26,380.660 | 30,736.340 | 68.76 | 299,496.55 | 2,113,430.73 | |
2110 | TRAFFIC BOUND BASE RICHWOOD PAVEMENT | 00020 | TON | 1,066.00 | 1,400.310 | 1,400.310 | 1,400.310 | 47.62 | 66,682.76 | |||
2115 | ASPHALT SEAL AGGREGATE RICHWOOD PAVEMENT | 00100 | TON | 135.00 | 135.000 | 131.110 | 131.110 | 157.15 | 20,603.93 | |||
2120 | ASPHALT SEAL COAT RICHWOOD PAVEMENT | 00103 | TON | 16.00 | 16.000 | 0.000 | 0.000 | 961.72 | 0.00 | |||
2125 | CL2 ASPH BASE 1.00D PG64-22 RICHWOOD PAVEMENT | 00212 | TON | 13,625.00 | 1,369.000 | 0.000 | 0.000 | 68.69 | 0.00 | |||
2130 | CL3 ASPH BASE 1.00D PG64-22 RICHWOOD PAVEMENT | 00214 | TON | 22,889.00 | 22,889.000 | 19,548.020 | 19,548.020 | 66.68 | 1,303,461.97 | |||
2135 | CL3 ASPH BASE 1.00D PG76-22 RICHWOOD PAVEMENT | 00216 | TON | 8,099.00 | 8,099.000 | 6,316.100 | 6,316.100 | 75.84 | 479,013.02 | |||
2140 | CL4 ASPH BASE 1.00D PG64-22 RICHWOOD PAVEMENT | 00217 | TON | 4,337.00 | 4,337.000 | 4,499.200 | 4,499.200 | 70.43 | 316,878.65 | |||
2145 | CL4 ASPH BASE 1.00D PG76-22 RICHWOOD PAVEMENT | 00219 | TON | 5,744.00 | 5,744.000 | 9,696.610 | 9,696.610 | 70.43 | 682,932.24 | |||
2150 | CL2 ASPH BASE 0.75D PG64-22 RICHWOOD PAVEMENT | 00221 | TON | 10,170.00 | 10,389.800 | 9,738.070 | 9,738.070 | 70.29 | 684,488.94 | |||
2155 | CL2 ASPH SURF 0.38D PG64-22 RICHWOOD PAVEMENT | 00301 | TON | 3,841.00 | 3,903.500 | 395.350 | 395.350 | 98.01 | 38,748.25 | |||
2160 | CL3 ASPH SURF 0.38A PG76-22 RICHWOOD PAVEMENT | 00336 | TON | 4,875.00 | 4,875.000 | 0.000 | 0.000 | 96.77 | 0.00 | |||
2165 | ASPHALT PLACEMENT WITH MTV RICHWOOD PAVEMENT | 00338 | TON | 6,202.00 | 6,202.000 | 0.000 | 0.000 | 5.67 | 0.00 | |||
2170 | CL4 ASPH SURF 0.38A PG76-22 RICHWOOD PAVEMENT | 00342 | TON | 2,353.00 | 2,353.000 | 0.000 | 0.000 | 99.20 | 0.00 | |||
2175 | ASPHALT MATERIAL FOR TACK RICHWOOD PAVEMENT | 00356 | TON | 164.00 | 165.000 | 53.680 | 53.680 | 700.14 | 37,583.51 | |||
2180 | ASPHALT CURING SEAL RICHWOOD PAVEMENT | 00358 | TON | 232.00 | 232.000 | 15.450 | 61.130 | 76.580 | 873.19 | 13,490.78 | 66,868.89 | |
2185 | CL3 ASPH SURF 0.38B PG64-22 RICHWOOD PAVEMENT | 00388 | TON | 749.00 | 749.000 | 0.000 | 0.000 | 84.35 | 0.00 | |||
2190 | JPC PAVEMENT-12 IN RICHWOOD PAVEMENT | 02070 | SQYD | 42.00 | 42.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
2195 | JPC PAVEMENT-11 IN RICHWOOD PAVEMENT | 02071 | SQYD | 46,438.00 | 46,438.000 | 3,742.880 | 33,849.670 | 37,592.550 | 115.76 | 433,275.78 | 4,351,713.58 | |
2200 | JPC PAVEMENT-11 IN SHLD RICHWOOD PAVEMENT | 02072 | SQYD | 1,237.00 | 1,237.000 | 1,462.010 | 1,462.010 | 125.33 | 183,233.71 | |||
2205 | JPC PAVEMENT-9 IN RICHWOOD PAVEMENT | 02073 | SQYD | 685.00 | 685.000 | 685.000 | 685.000 | 116.87 | 80,055.95 | |||
2210 | JPC PAVEMENT-8 IN RICHWOOD PAVEMENT | 02084 | SQYD | 1,146.00 | 1,176.000 | 633.990 | 633.990 | 90.00 | 57,059.10 | |||
2215 | CEM CONC ENT PAVEMENT-8 IN RICHWOOD PAVEMENT | 02101 | SQYD | 817.00 | 817.000 | 626.000 | 626.000 | 87.07 | 54,505.82 | |||
2220 | ASPHALT PAVE MILLING & TEXTURING RICHWOOD PAVEMENT | 02677 | TON | 1,775.00 | 1,784.000 | 650.000 | 650.000 | 31.85 | 20,702.50 | |||
2225 | SAND FOR BLOTTER RICHWOOD PAVEMENT | 02702 | TON | 398.00 | 398.000 | 0.000 | 0.000 | 35.82 | 0.00 | |||
2230 | JOINT ADHESIVE RICHWOOD PAVEMENT | 20071EC | LF | 46,500.00 | 46,500.000 | 0.000 | 0.000 | 0.61 | 0.00 | |||
2235 | STAMPED CONCRETE-10 IN RICHWOOD PAVEMENT | 23188EC | SQYD | 40.00 | 40.000 | 0.000 | 0.000 | 188.84 | 0.00 | |||
2240 | FULL-DEPTH ASPH PAVEMENT (TEMPORARY) | 23764EC | SQYD | 21,838.00 | 21,838.000 | 16,361.000 | 16,361.000 | 22.13 | 362,068.93 | |||
2245 | INTELLIGENT COMPACTION FOR ASPHALT RICHWOOD PAVEMENT | 24781EC | TON | 1.00 | 1.000 | 0.862 | 0.862 | 40,854.93 | 35,216.94 | |||
2250 | PAVE MOUNT INFRARED TEMP EQUIPMENT RICHWOOD PAVEMENT | 24891EC | SF | 1.00 | 1.000 | 0.862 | 0.862 | 151,151.37 | 130,292.48 | |||
2255 | CRUSHED STONE BASE - MODIFIED RICHWOOD PAVEMENT | 24965EC | TON | 52,956.00 | 42,459.780 | 35,305.230 | 35,305.230 | 26.47 | 934,529.43 | |||
2260 | HMA ELECTRONIC DELIVERY MGMT SYSTEM RICHWOOD PAVEMENT | 24986EC | LS | 1.00 | 1.000 | 0.862 | 0.862 | 40,425.39 | 34,846.68 | |||
8021 | CL2 ASPH BASE 1.00D PG64-22 RICHWOOD PAVEMENT TEMPORARY | 00212 | TON | 0.00 | 12,256.000 | 13,722.080 | 13,722.080 | 68.69 | 942,569.67 | |||
8022 | CRUSHED STONE BASE - MODIFIED RICHWOOD PAVEMENT TEMPORARY | 24965EC | TON | 0.00 | 11,338.000 | 9,829.700 | 9,829.700 | 26.47 | 260,192.15 | |||
8037 | CEMENT STABILIZED ROADBED RICHWOOD PAVEMENT | 00008 | SQYD | 0.00 | 159,226.000 | 20,584.000 | 36,802.230 | 57,386.230 | 7.95 | 163,642.80 | 456,220.52 | |
8038 | CEMENT RICHWOOD PAVEMENT | 02542 | TON | 0.00 | 4,514.000 | 608.820 | 3,138.460 | 3,747.280 | 118.92 | 72,406.79 | 445,662.99 | |
8073 | SUBGRADE STABILIZATION RICHWOOD PAVEMENT | 24790EC | SQYD | 0.00 | 0.000 | 0.000 | 0.000 | 16.91 | 0.00 | |||
8077 | NON-SPEC MATERIAL DGA BASE RICHWOOD PAVEMENT | 10070NS | DOLL | 0.00 | -20,548.010 | -20,548.010 | -20,548.010 | 1.00 | -20,548.01 | |||
8078 | NON-SPEC MATERIAL CRUSHED STONE BASE - MODIFIED RICHWOOD PAVEMENT | 10070NS | DOLL | 0.00 | -19,200.000 | -19,200.000 | -19,200.000 | 1.00 | -19,200.00 | |||
8105 | CRUSHED STONE BASE - MODIFIED RICHWOOD PAVEMENT | 24965EC | TON | 0.00 | 398.000 | 398.000 | 398.000 | 31.47 | 12,525.06 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0002 ROADWAY-388 | |||||||
2265 | CRUSHED AGGREGATE SIZE NO 57 RICHWOOD ROADWAY | 00071 | TON | 1,268.00 | 1,268.000 | 555.030 | 555.030 | 41.09 | 22,806.18 | |||
2270 | CRUSHED AGGREGATE SIZE NO 2 RICHWOOD ROADWAY | 00078 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 297.13 | 0.00 | |||
2275 | PERFORATED PIPE-4 IN RICHWOOD ROADWAY | 01000 | LF | 38,186.00 | 39,609.000 | 5,648.000 | 39,329.000 | 44,977.000 | 6.32 | 35,695.36 | 284,254.64 | |
2280 | PERFORATED PIPE-6 IN RICHWOOD ROADWAY | 01001 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 66.38 | 0.00 | |||
2285 | PERFORATED PIPE-8 IN RICHWOOD ROADWAY | 01002 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 68.49 | 0.00 | |||
2290 | NON-PERFORATED PIPE-4 IN RICHWOOD ROADWAY | 01010 | LF | 538.00 | 538.000 | 851.000 | 851.000 | 18.97 | 16,143.47 | |||
2295 | NON-PERFORATED PIPE-6 IN RICHWOOD ROADWAY | 01011 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 70.59 | 0.00 | |||
2300 | NON-PERFORATED PIPE-8 IN RICHWOOD ROADWAY | 01012 | LF | 8.00 | 8.000 | 0.000 | 0.000 | 74.81 | 0.00 | |||
2305 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 26,341.01 | 0.00 | |||
2310 | PERF PIPE HEADWALL TY 1-4 IN RICHWOOD ROADWAY | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 616.38 | 0.00 | |||
2315 | PERF PIPE HEADWALL TY 1-10 IN RICHWOOD ROADWAY | 01023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,067.24 | 2,067.24 | |||
2320 | PERF PIPE HEADWALL TY 2-4 IN RICHWOOD ROADWAY | 01024 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 632.19 | 0.00 | |||
2325 | PERF PIPE HEADWALL TY 3-4 IN RICHWOOD ROADWAY | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 632.19 | 0.00 | |||
2330 | PERF PIPE HEADWALL TY 3-6 IN RICHWOOD ROADWAY | 01029 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,070.50 | 1,070.50 | |||
2335 | PERF PIPE HEADWALL TY 3-8 IN RICHWOOD ROADWAY | 01030 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,091.56 | 1,091.56 | |||
2340 | REMOVE PIPE RICHWOOD ROADWAY | 01310 | LF | 1,492.00 | 1,492.000 | 1,530.000 | 1,530.000 | 20.00 | 30,600.00 | |||
2345 | PLUG PIPE RICHWOOD ROADWAY | 01314 | EACH | 17.00 | 16.000 | 3.000 | 3.000 | 405.65 | 1,216.95 | |||
2350 | REMOVE JUNCTION BOX RICHWOOD ROADWAY | 01655 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 543.68 | 4,349.44 | |||
2355 | REMOVE INLET RICHWOOD ROADWAY | 01718 | EACH | 31.00 | 31.000 | 20.000 | 20.000 | 681.71 | 13,634.20 | |||
2360 | CORED HOLE DRAINAGE BOX CON-4 IN RICHWOOD ROADWAY | 01740 | EACH | 271.00 | 285.000 | 39.000 | 128.000 | 167.000 | 289.75 | 11,300.25 | 48,388.25 | |
2365 | REMOVE MANHOLE RICHWOOD ROADWAY | 01787 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 681.71 | 6,817.10 | |||
2370 | ADJUST MANHOLE RICHWOOD ROADWAY | 01792 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 503.64 | 2,518.20 | |||
2375 | STANDARD CURB AND GUTTER RICHWOOD ROADWAY | 01810 | LF | 5,112.00 | 5,109.000 | 3,799.000 | 3,799.000 | 24.48 | 92,999.52 | |||
2380 | STANDARD CURB AND GUTTER MOD RICHWOOD ROADWAY | 01811 | LF | 21,923.00 | 22,536.000 | 1,285.000 | 16,540.500 | 17,825.500 | 26.86 | 34,515.10 | 478,792.93 | |
2385 | REMOVE CURB AND GUTTER RICHWOOD ROADWAY | 01812 | LF | 202.00 | 202.000 | 202.000 | 202.000 | 11.59 | 2,341.18 | |||
2390 | BARRIER CURB AND GUTTER RICHWOOD ROADWAY | 01815 | LF | 87.00 | 87.000 | 87.000 | 87.000 | 56.65 | 4,928.55 | |||
2395 | LIP CURB AND GUTTER MOD RICHWOOD ROADWAY | 01821 | LF | 596.00 | 596.000 | 518.000 | 518.000 | 31.15 | 16,135.70 | |||
2400 | STANDARD INTEGRAL CURB RICHWOOD ROADWAY | 01830 | LF | 7,583.00 | 7,583.000 | 4,165.300 | 4,165.300 | 15.75 | 65,603.47 | |||
2405 | STANDARD HEADER CURB RICHWOOD ROADWAY | 01875 | LF | 993.00 | 993.000 | 1,056.000 | 1,056.000 | 58.03 | 61,279.68 | |||
2410 | ISLAND HEADER CURB TYPE 1 RICHWOOD ROADWAY | 01890 | LF | 50.00 | 50.000 | 76.000 | 76.000 | 56.65 | 4,305.40 | |||
2415 | STANDARD BARRIER MEDIAN TYPE 1 RICHWOOD ROADWAY | 01915 | SQYD | 170.00 | 170.000 | 179.490 | 179.490 | 138.56 | 24,870.13 | |||
2420 | STANDARD BARRIER MEDIAN TYPE 2 RICHWOOD ROADWAY | 01917 | SQYD | 61.00 | 61.000 | 0.000 | 0.000 | 155.36 | 0.00 | |||
2425 | CONC TERMINAL SECTION TYPE 1 RICHWOOD ROADWAY | 01956 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,619.14 | 0.00 | |||
2430 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE RICHWOOD ROADWAY | 01982 | EACH | 62.00 | 86.000 | 46.000 | 46.000 | 7.00 | 322.00 | |||
2435 | DELINEATOR FOR BARRIER - WHITE RICHWOOD ROADWAY | 01984 | EACH | 207.00 | 191.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
2440 | DELINEATOR FOR BARRIER - YELLOW RICHWOOD ROADWAY | 01985 | EACH | 50.00 | 66.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
2445 | CURB TO BARRIER WALL TRANS RICHWOOD ROADWAY | 02001 | EACH | 6.00 | 9.000 | 3.000 | 3.000 | 7,364.98 | 22,094.94 | |||
2450 | RELOCATE TEMP CONC BARRIER RICHWOOD ROADWAY | 02003 | LF | 35.00 | 35.000 | 35.000 | 35.000 | 100.00 | 3,500.00 | |||
2455 | BARRICADE-TYPE III RICHWOOD ROADWAY | 02014 | EACH | 35.00 | 35.000 | 35.000 | 35.000 | 100.00 | 3,500.00 | |||
2460 | REMOVE PAVEMENT | 02091 | SQYD | 98,884.00 | 99,028.000 | 89,036.170 | 89,036.170 | 9.85 | 877,006.27 | |||
2465 | PAVED DITCH TYPE 2 RICHWOOD ROADWAY | 02158 | SQYD | 65.00 | 65.000 | 65.000 | 65.000 | 136.12 | 8,847.80 | |||
2470 | TEMP DITCH RICHWOOD ROADWAY | 02159 | LF | 22,220.00 | 22,220.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
2475 | CLEAN TEMP DITCH RICHWOOD ROADWAY | 02160 | LF | 11,110.00 | 11,110.000 | 0.000 | 0.000 | 0.53 | 0.00 | |||
2480 | ROADWAY EXCAVATION RICHWOOD ROADWAY | 02200 | CUYD | 760,882.00 | 761,465.190 | 760,971.000 | 760,971.000 | 9.43 | 7,175,956.53 | |||
2485 | GRANULAR EMBANKMENT RICHWOOD ROADWAY | 02223 | CUYD | 15,728.00 | 15,728.000 | 6,589.990 | 6,589.990 | 65.22 | 429,799.14 | |||
2490 | WATER RICHWOOD ROADWAY | 02242 | MGAL | 4,207.00 | 4,207.000 | 3,702.160 | 3,702.160 | 1.58 | 5,849.41 | |||
2495 | FENCE-WOVEN WIRE TYPE 1 RICHWOOD ROADWAY | 02262 | LF | 4,962.00 | 5,940.000 | 2,684.000 | 2,684.000 | 6.00 | 16,104.00 | |||
2500 | REMOVE FENCE RICHWOOD ROADWAY | 02265 | LF | 529.00 | 529.000 | 529.000 | 0.000 | 529.000 | 2.50 | 1,322.50 | 1,322.50 | |
2505 | REMOVE & RESET FENCE RICHWOOD ROADWAY | 02267 | LF | 1,803.00 | 1,803.000 | 1,803.000 | 1,803.000 | 10.00 | 18,030.00 | |||
2510 | GUARDRAIL-STEEL W BEAM-S FACE RICHWOOD ROADWAY | 02351 | LF | 3,462.50 | 5,386.500 | 3,812.500 | 3,812.500 | 17.35 | 66,146.87 | |||
2515 | GUARDRAIL-STEEL W BEAM-D FACE RICHWOOD ROADWAY | 02352 | LF | 312.50 | 337.500 | 337.500 | 337.500 | 30.00 | 10,125.00 | |||
2520 | GUARDRAIL TERMINAL SECTION NO 1 RICHWOOD ROADWAY | 02360 | EACH | 1.00 | 5.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
2525 | GUARDRAIL CONNECTOR TO BRIDGE END TY A RICHWOOD ROADWAY | 02363 | EACH | 3.00 | 6.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
2530 | GUARDRAIL END TREATMENT TYPE 1 RICHWOOD ROADWAY | 02367 | EACH | 12.00 | 15.000 | 14.000 | 14.000 | 2,500.00 | 35,000.00 | |||
2535 | GUARDRAIL END TREATMENT TYPE 2A RICHWOOD ROADWAY | 02369 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 1,000.00 | 6,000.00 | |||
2540 | GUARDRAIL END TREATMENT TYPE 7 RICHWOOD ROADWAY | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
2545 | REMOVE GUARDRAIL RICHWOOD ROADWAY | 02381 | LF | 4,824.00 | 4,824.000 | 4,894.500 | 4,894.500 | 2.65 | 12,970.42 | |||
2550 | GUARDRAIL END TREATMENT TYPE 4A RICHWOOD ROADWAY | 02391 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
2555 | TEMP GUARDRAIL RICHWOOD ROADWAY | 02397 | LF | 1,237.50 | 1,570.000 | 1,424.500 | 1,424.500 | 8.00 | 11,396.00 | |||
2560 | RIGHT-OF-WAY MONUMENT TYPE 1 RICHWOOD ROADWAY | 02429 | EACH | 198.00 | 201.000 | 11.000 | 11.000 | 100.00 | 1,100.00 | |||
2565 | WITNESS POST RICHWOOD ROADWAY | 02432 | EACH | 39.00 | 39.000 | 5.000 | 5.000 | 90.00 | 450.00 | |||
2570 | CHANNEL LINING CLASS II RICHWOOD ROADWAY | 02483 | TON | 2,297.00 | 2,322.000 | 783.760 | 783.760 | 50.57 | 39,634.74 | |||
2575 | CHANNEL LINING CLASS III RICHWOOD ROADWAY | 02484 | TON | 883.00 | 993.000 | 1,037.000 | 1,037.000 | 48.47 | 50,263.39 | |||
2580 | CLEARING AND GRUBBING RICHWOOD ROADWAY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 644,372.37 | 644,372.37 | |||
2585 | CONCRETE-CLASS B RICHWOOD ROADWAY | 02555 | CUYD | 527.00 | 0.000 | 0.000 | 0.000 | 767.75 | 0.00 | |||
2590 | TEMPORARY SIGNS RICHWOOD ROADWAY | 02562 | SQFT | 2,750.00 | 2,750.000 | 998.250 | 998.250 | 7.50 | 7,486.87 | |||
2595 | EDGE KEY RICHWOOD ROADWAY | 02585 | LF | 453.00 | 453.000 | 21.000 | 21.000 | 19.63 | 412.23 | |||
2600 | FABRIC-GEOTEXTILE TYPE IV RICHWOOD ROADWAY | 02599 | SQYD | 2,117.00 | 2,117.000 | 2,117.000 | 2,117.000 | 7.90 | 16,724.30 | |||
2605 | FABRIC GEOTEXTILE TY IV FOR PIPE RICHWOOD ROADWAY | 02600 | SQYD | 31,257.00 | 32,045.800 | 26,303.330 | 26,303.330 | 4.21 | 110,737.01 | |||
2610 | HANDRAIL-TYPE A-3 RICHWOOD ROADWAY | 02613 | LF | 89.00 | 89.000 | 0.000 | 0.000 | 131.71 | 0.00 | |||
2615 | REMOVE HEADWALL RICHWOOD ROADWAY | 02625 | EACH | 46.00 | 46.000 | 21.000 | 21.000 | 681.71 | 14,315.91 | |||
2620 | MAINTAIN & CONTROL TRAFFIC RICHWOOD ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.003 | 0.880 | 0.883 | 3,491,118.00 | 10,473.35 | 3,082,657.19 | |
2625 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 232,177.05 | 232,177.05 | |||
2630 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 206,174.25 | 154,630.68 | |||
2635 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 250,566.23 | 187,924.67 | |||
2640 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,810.20 | 100,810.20 | |||
2645 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 94,488.36 | 70,866.27 | |||
2650 | PORTABLE CHANGEABLE MESSAGE SIGN RICHWOOD ROADWAY | 02671 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 2,208.67 | 15,460.69 | |||
2655 | MOBILIZATION FOR MILL & TEXT RICHWOOD ROADWAY | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,841.49 | 6,841.49 | |||
2660 | SAFELOADING RICHWOOD ROADWAY | 02690 | CUYD | 321.50 | 366.500 | 150.650 | 150.650 | 224.43 | 33,810.37 | |||
2665 | TEMP SILT FENCE RICHWOOD ROADWAY | 02701 | LF | 22,220.00 | 22,220.000 | 17,499.000 | 17,499.000 | 1.58 | 27,648.42 | |||
2670 | SILT TRAP TYPE A RICHWOOD ROADWAY | 02703 | EACH | 219.00 | 219.000 | 10.000 | 10.000 | 285.18 | 2,851.80 | |||
2675 | SILT TRAP TYPE B RICHWOOD ROADWAY | 02704 | EACH | 219.00 | 219.000 | 154.000 | 154.000 | 258.14 | 39,753.56 | |||
2680 | SILT TRAP TYPE C RICHWOOD ROADWAY | 02705 | EACH | 219.00 | 219.000 | 122.000 | 122.000 | 315.04 | 38,434.88 | |||
2685 | CLEAN SILT TRAP TYPE A RICHWOOD ROADWAY | 02706 | EACH | 657.00 | 657.000 | 22.000 | 22.000 | 72.70 | 1,599.40 | |||
2690 | CLEAN SILT TRAP TYPE B RICHWOOD ROADWAY | 02707 | EACH | 657.00 | 657.000 | 34.000 | 34.000 | 72.70 | 2,471.80 | |||
2695 | CLEAN SILT TRAP TYPE C RICHWOOD ROADWAY | 02708 | EACH | 657.00 | 657.000 | 37.000 | 37.000 | 72.70 | 2,689.90 | |||
2700 | SIDEWALK-4 IN CONCRETE RICHWOOD ROADWAY | 02720 | SQYD | 2,731.00 | 2,758.000 | 2,354.090 | 2,354.090 | 56.58 | 133,194.41 | |||
2705 | REMOVE CONCRETE SIDEWALK RICHWOOD ROADWAY | 02721 | SQYD | 41.00 | 41.000 | 41.000 | 41.000 | 17.91 | 734.31 | |||
2710 | ARROW PANEL RICHWOOD ROADWAY | 02775 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,163.01 | 2,326.02 | |||
2715 | CONCRETE BARRIER WALL TYPE 9T RICHWOOD ROADWAY | 03171 | LF | 47,786.00 | 48,038.000 | 41,367.000 | 41,367.000 | 21.07 | 871,602.69 | |||
2720 | CLEAN ROADWAY DRAINS RICHWOOD ROADWAY | 03260 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 1,251.73 | 1,251.73 | |||
2725 | BARRIER MOUNTING BRACKET RICHWOOD ROADWAY | 04904 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
2730 | EROSION CONTROL BLANKET RICHWOOD ROADWAY | 05950 | SQYD | 19,042.00 | 19,231.000 | 10,022.000 | 10,022.000 | 1.50 | 15,033.00 | |||
2735 | TEMP MULCH RICHWOOD ROADWAY | 05952 | SQYD | 379,004.00 | 379,004.000 | 52,455.000 | 52,455.000 | 0.14 | 7,343.70 | |||
2740 | TEMP SEEDING AND PROTECTION RICHWOOD ROADWAY | 05953 | SQYD | 284,260.00 | 284,260.000 | 197,296.000 | 197,296.000 | 0.16 | 31,567.36 | |||
2745 | INITIAL FERTILIZER RICHWOOD ROADWAY | 05963 | TON | 17.70 | 17.700 | 4.720 | 4.720 | 800.00 | 3,776.00 | |||
2750 | MAINTENANCE FERTILIZER RICHWOOD ROADWAY | 05964 | TON | 29.50 | 29.500 | 0.000 | 0.000 | 800.00 | 0.00 | |||
2755 | SEEDING AND PROTECTION RICHWOOD ROADWAY | 05985 | SQYD | 533,115.00 | 533,115.000 | 121,392.000 | 121,392.000 | 0.35 | 42,487.20 | |||
2760 | SPECIAL SEEDING CROWN VETCH RICHWOOD ROADWAY | 05989 | SQYD | 36,003.00 | 36,003.000 | 57,825.000 | 57,825.000 | 0.22 | 12,721.50 | |||
2765 | SODDING RICHWOOD ROADWAY | 05990 | SQYD | 39,255.00 | 36,150.000 | 9,608.000 | 9,608.000 | 5.25 | 50,442.00 | |||
2770 | AGRICULTURAL LIMESTONE RICHWOOD ROADWAY | 05992 | TON | 352.40 | 352.400 | 0.000 | 0.000 | 65.00 | 0.00 | |||
2775 | PAVE STRIPING-TEMP PAINT-6 IN RICHWOOD ROADWAY | 06511 | LF | 449,460.00 | 449,460.000 | 376,302.540 | 376,302.540 | 0.20 | 75,260.50 | |||
2780 | PAVE STRIPING-TEMP PAINT-12 IN RICHWOOD ROADWAY | 06513 | LF | 3,500.00 | 3,500.000 | 3,500.000 | 3,500.000 | 0.48 | 1,680.00 | |||
2785 | PAVE STRIPING-PERM PAINT-4 IN RICHWOOD ROADWAY | 06514 | LF | 89,892.00 | 90,760.000 | 4,877.000 | 4,877.000 | 0.20 | 975.40 | |||
2790 | PAVE STRIPING-PERM PAINT-6 IN RICHWOOD ROADWAY | 06515 | LF | 24,386.00 | 24,386.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
2795 | PAVE STRIPING-PERM PAINT-8 IN RICHWOOD ROADWAY | 06516 | LF | 13,588.00 | 13,588.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
2800 | PAVE STRIPING-PERM PAINT-12 IN RICHWOOD ROADWAY | 06517 | LF | 8,020.00 | 8,020.000 | 0.000 | 0.000 | 0.52 | 0.00 | |||
2805 | PAVE STRIPING-THERMO-12 IN W RICHWOOD ROADWAY | 06546 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
2810 | PAVE STRIPING-THERMO-12 IN Y RICHWOOD ROADWAY | 06547 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
2815 | PAVE MARKING-THERMO R 6 FT RICHWOOD ROADWAY | 06562 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
2820 | PAVE MARKING-R/R XBUCKS 16 IN RICHWOOD ROADWAY | 06563 | LF | 42.00 | 42.000 | 84.000 | 84.000 | 6.00 | 504.00 | |||
2825 | PAVE MARKING-THERMO X-WALK-6 IN RICHWOOD ROADWAY | 06565 | LF | 1,963.00 | 1,963.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
2830 | PAVE MARKING-THERMO STOP BAR-24IN RICHWOOD ROADWAY | 06568 | LF | 1,275.00 | 1,275.000 | 82.000 | 82.000 | 10.00 | 820.00 | |||
2835 | PAVE MARKING-THERMO CROSS-HATCH RICHWOOD ROADWAY | 06569 | SQFT | 6,542.00 | 6,542.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
2840 | PAVE MARKING-DOTTED LANE EXTEN RICHWOOD ROADWAY | 06572 | LF | 1,581.00 | 1,581.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
2845 | PAVE MARKING-THERMO STR ARROW RICHWOOD ROADWAY | 06573 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
2850 | PAVE MARKING-THERMO CURV ARROW RICHWOOD ROADWAY | 06574 | EACH | 184.00 | 184.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
2855 | PAVE MARKING-THERMO COMB ARROW RICHWOOD ROADWAY | 06575 | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
2860 | PAVE MARKING-THERMO ONLY RICHWOOD ROADWAY | 06576 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
2865 | PAVEMENT MARKER TY IVA-MW TEMP RICHWOOD ROADWAY | 06585 | EACH | 1,212.00 | 1,212.000 | 1,223.000 | 1,223.000 | 6.00 | 7,338.00 | |||
2870 | PAVEMENT MARKER TY IVA-BY TEMP RICHWOOD ROADWAY | 06588 | EACH | 1,588.00 | 1,588.000 | 143.000 | 143.000 | 6.00 | 858.00 | |||
2875 | REMOVE PAVEMENT MARKER TYPE V RICHWOOD ROADWAY | 06600 | EACH | 123.00 | 123.000 | 123.000 | 123.000 | 26.34 | 3,239.82 | |||
2880 | FOUNDATION PREPARATION RICHWOOD ROADWAY | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 568,624.81 | 568,624.81 | |||
2885 | CRASH CUSHION TY VI CLASS BT TL2 RICHWOOD ROADWAY | 08901 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 4,200.00 | 71,400.00 | |||
2890 | CRASH CUSHION TY VI CLASS BT TL3 RICHWOOD ROADWAY | 08903 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
2895 | GRANULAR EMBANKMENT RICHWOOD ROADWAY | 20072ES805 | TON | 9,625.00 | 10,480.430 | 7,930.530 | 7,930.530 | 57.95 | 459,574.21 | |||
2900 | OBJECT MARKER TY 3 | 20191ED | EACH | 9.00 | 9.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
2905 | SHOULDER RUMBLE STRIPS-SAWED RICHWOOD ROADWAY | 20362ES403 | LF | 26,627.00 | 26,627.000 | 0.000 | 0.000 | 0.23 | 0.00 | |||
2910 | LAW ENFORCEMENT OFFICER RICHWOOD ROADWAY | 20411ED | HOUR | 1,512.00 | 1,512.000 | 393.250 | 393.250 | 65.00 | 25,561.25 | |||
2915 | SAW CUT RICHWOOD ROADWAY | 20430ED | LF | 17,704.00 | 17,704.000 | 7,354.000 | 7,354.000 | 2.65 | 19,488.10 | |||
2920 | LONGITUDINAL EDGE KEY RICHWOOD ROADWAY | 21289ED | LF | 12,171.00 | 12,171.000 | 0.000 | 0.000 | 4.65 | 0.00 | |||
2925 | CONC MEDIAN BARRIER TYPE 12C(50) RICHWOOD ROADWAY | 21430ES508 | LF | 2,005.00 | 2,005.000 | 1,736.000 | 1,736.000 | 114.43 | 198,650.48 | |||
2930 | RAIL SYSTEM TYPE III RICHWOOD ROADWAY | 21532ED | LF | 203.00 | 203.000 | 203.000 | 203.000 | 152.78 | 31,014.34 | |||
2935 | EMBANKMENT | 21553EN | CUYD | 23,377.00 | 23,377.000 | 23,377.000 | 23,377.000 | 12.60 | 294,550.20 | |||
2940 | SOUND BARRIER WALL RICHWOOD ROADWAY | 21590EN | SQFT | 45,200.00 | 45,200.000 | 45,200.000 | 45,200.000 | 34.66 | 1,566,632.00 | |||
2945 | BARRIER INTEGRAL CURB RICHWOOD ROADWAY | 21877EN | LF | 5,720.00 | 5,720.000 | 2,775.400 | 2,775.400 | 13.50 | 37,467.90 | |||
2950 | PAVE MARKING-THERMO YIELD BAR-36 IN RICHWOOD ROADWAY | 22520EN | LF | 158.00 | 158.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
2955 | WATER BLASTING EXISTING STRIPE RICHWOOD ROADWAY | 22664EN | LF | 155,744.00 | 155,744.000 | 30,578.000 | 30,578.000 | 0.45 | 13,760.10 | |||
2960 | DETECTABLE WARNINGS RICHWOOD ROADWAY | 23158ES505 | SQFT | 1,485.00 | 1,529.000 | 593.600 | 593.600 | 45.00 | 26,712.00 | |||
2965 | PAVE MARK-THERMO-X-WALK-24 IN RICHWOOD ROADWAY | 23261EC | LF | 2,731.00 | 2,731.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
2970 | TURF REINFORCEMENT MAT 1 RICHWOOD ROADWAY | 23274EN11F | SQYD | 1,432.00 | 1,478.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
2975 | TURF REINFORCEMENT MAT 2 RICHWOOD ROADWAY | 23275EN11F | SQYD | 347.00 | 347.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
2980 | REMOVE RAIL EXISTING RR TRACK | 23550EC | LF | 5,643.00 | 5,643.000 | 5,643.000 | 5,643.000 | 33.72 | 190,281.96 | |||
2985 | PAVE MARK THERMO-LANE REDUCTION ARROW RICHWOOD ROADWAY | 23607EC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
2990 | MOMENT SLAB FOR BARRIER RICHWOOD ROADWAY | 23635EC | LF | 202.00 | 631.000 | 631.000 | 631.000 | 500.48 | 315,802.88 | |||
2995 | BARRIER CURB AND GUTTER-MOD RICHWOOD ROADWAY | 24109EC | LF | 3,629.00 | 3,629.000 | 4,107.000 | 4,107.000 | 30.56 | 125,509.92 | |||
3000 | INLAID PAVEMENT MARKER RICHWOOD ROADWAY | 24489EC | EACH | 2,097.00 | 2,097.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
3005 | OBJECT MARKER TYPE 1 RICHWOOD ROADWAY | 24640ED | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
3010 | INTELLIGENT COMPACTION FOR ASPHALT RICHWOOD ROADWAY | 24781EC | TON | 217,573.00 | 217,573.000 | 187,547.926 | 187,547.926 | 0.06 | 11,252.87 | |||
3015 | CENTRIFUGALLY CAST CONCRETE PIPE LINER RICHWOOD ROADWAY | 24783EX | LF | 738.00 | 738.000 | 738.000 | 738.000 | 640.00 | 472,320.00 | |||
3020 | PIPELINE INSPECTION RICHWOOD ROADWAY | 24814EC | LF | 18,711.00 | 18,776.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
3025 | D/B DESIGN ATC DESIGN FEE | 25053EN | LS | 1.00 | 1.000 | 0.950 | 0.950 | 500,000.00 | 475,000.00 | |||
3030 | ROADWAY GATE 30 FT DOUBLE SWING GATE | 30005 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,858.72 | 11,858.72 | |||
8004 | RETAINING WALL SYSTEM BLOCK AND CAP RICHWOOD ROADWAY | 20752ED | SQFT | 0.00 | 6,870.000 | 6,870.000 | 6,870.000 | 58.89 | 404,604.25 | |||
8012 | ASPHALT ADJUSTMENT RICHWOOD ROADWAY | 10030NS | DOLL | 0.00 | 0.001 | 111,870.593 | 111,870.593 | 1.00 | 111,870.59 | |||
8013 | FUEL ADJUSTMENT RICHWOOD ROADWAY | 10020NS | DOLL | 0.00 | 0.001 | 181,711.865 | 181,711.865 | 1.00 | 181,711.86 | |||
8019 | ROADWAY GATE RICHWOOD ROADWAY | 30005 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,150.00 | 3,150.00 | |||
8020 | MAINTAIN & CONTROL TRAFFIC RICHWOOD ROADWAY I-75 SB LANE SHIFT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 120,155.00 | 120,155.00 | |||
8035 | CL3 ASPH SURF 0.38D PG64-22 I-75 SB Lane Shift | 00339 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 157.00 | 0.00 | |||
8057 | TUBULAR MARKERS RICHWOOD ROADWAY | 03225 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 36.00 | 0.00 | |||
8071 | HIGH STRENGTH GEOTEXTILE FABRIC TY V RICHWOOD ROADWAY | 22861EN | SQYD | 0.00 | 1,102.780 | 1,102.780 | 1,102.780 | 7.90 | 8,711.96 | |||
8080 | NON-SPEC MATERIAL FENCE-WOVEN WIRE TYPE 1 RICHWOOD ROADWAY | 10070NS | DOLL | 0.00 | -3,220.800 | -3,220.800 | -3,220.800 | 1.00 | -3,220.80 | |||
8094 | ISLAND HEADER CURB TYPE 2 RICHWOOD ROADWAY | 01891 | LF | 0.00 | 75.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
8100 | STANDARD CURB AND GUTTER RICHWOOD ROADWAY | 01810 | LF | 0.00 | 801.000 | 561.000 | 561.000 | 34.95 | 19,611.98 | |||
8101 | ROADWAY EXCAVATION RICHWOOD ROADWAY | 02200 | CUYD | 0.00 | 6,781.070 | 6,781.070 | 6,781.070 | 15.57 | 105,608.85 | |||
8102 | CHANNEL LINING CLASS II RICHWOOD ROADWAY | 02483 | TON | 0.00 | 15.000 | 0.000 | 0.000 | 175.63 | 0.00 | |||
8103 | CLEARING AND GRUBBING RICHWOOD ROADWAY | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,946.68 | 8,946.68 | |||
8104 | FABRIC GEOTEXTILE TY IV FOR PIPE RICHWOOD ROADWAY | 02600 | SQYD | 0.00 | 134.000 | 134.000 | 134.000 | 4.83 | 647.22 | |||
8118 | REMOVE CONCRETE MEDIAN BARRIER END RICHWOOD ROADWAY | 24457EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 2,431.33 | 0.00 | |||
8119 | EXCAVATION RICHWOOD ROADWAY | 21554EN | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 118.31 | 0.00 | |||
8120 | CRASH CUSHION TY VI CLASS B TL2 RICHWOOD ROADWAY | 08900 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 23,633.99 | 0.00 | |||
8122 | CONCRETE-CLASS A RICHWOOD ROADWAY | 08100 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 623.19 | 0.00 | |||
8123 | STEEL REINFORCEMENT-EPOXY COATED RICHWOOD ROADWAY | 08151 | LB | 0.00 | 0.000 | 0.000 | 0.000 | 5.36 | 0.00 | |||
8126 | INCENTIVE/DISINCENTIVE RICHWOOD ROADWAY | 02571 | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
8139 | ADMINISTRATIVE SETTLEMENT NSRR DELAY/MITIGATION | 10104NX | DOLL | 0.00 | 1,050,000.000 | 1,050,000.000 | 1,050,000.000 | 1.00 | 1,050,000.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0003 DRAINAGE-388 | |||||||
3035 | ENTRANCE PIPE-15 IN RICHWOOD DRAINAGE | 00440 | LF | 382.00 | 382.000 | 382.000 | 382.000 | 66.38 | 25,357.16 | |||
3040 | ENTRANCE PIPE-24 IN RICHWOOD DRAINAGE | 00443 | LF | 96.00 | 96.000 | 100.000 | 100.000 | 126.44 | 12,644.00 | |||
3045 | CULVERT PIPE-18 IN RICHWOOD DRAINAGE | 00462 | LF | 250.00 | 256.000 | 114.000 | 142.000 | 256.000 | 71.65 | 8,168.10 | 18,342.40 | |
3050 | CULVERT PIPE-36 IN RICHWOOD DRAINAGE | 00468 | LF | 88.00 | 88.000 | 64.000 | 24.000 | 88.000 | 261.30 | 16,723.20 | 22,994.40 | |
3055 | CULVERT PIPE-72 IN RICHWOOD DRAINAGE | 00474 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 713.31 | 44,938.53 | |||
3060 | STORM SEWER PIPE-12 IN RICHWOOD DRAINAGE | 00520 | LF | 59.00 | 74.000 | 103.000 | 103.000 | 113.79 | 11,720.37 | |||
3065 | STORM SEWER PIPE-15 IN RICHWOOD DRAINAGE | 00521 | LF | 6,429.00 | 6,768.000 | 6,278.000 | 6,278.000 | 97.36 | 611,226.08 | |||
3070 | STORM SEWER PIPE-18 IN RICHWOOD DRAINAGE | 00522 | LF | 7,612.00 | 7,584.000 | -114.750 | 7,390.750 | 7,276.000 | 105.18 | -12,069.40 | 765,289.68 | |
3075 | STORM SEWER PIPE-24 IN RICHWOOD DRAINAGE | 00524 | LF | 3,295.00 | 3,468.000 | 3,478.000 | 3,478.000 | 158.05 | 549,697.90 | |||
3080 | STORM SEWER PIPE-30 IN RICHWOOD DRAINAGE | 00526 | LF | 942.00 | 942.000 | 942.000 | 942.000 | 184.39 | 173,695.38 | |||
3085 | STORM SEWER PIPE-36 IN RICHWOOD DRAINAGE | 00528 | LF | 401.00 | 411.000 | -64.000 | 476.000 | 412.000 | 244.44 | -15,644.16 | 100,709.28 | |
3090 | STORM SEWER PIPE-42 IN RICHWOOD DRAINAGE | 00529 | LF | 33.00 | 53.000 | 53.000 | 53.000 | 203.35 | 10,777.55 | |||
3095 | STORM SEWER PIPE-72 IN RICHWOOD DRAINAGE | 00534 | LF | 556.00 | 556.000 | 556.000 | 556.000 | 811.30 | 451,082.80 | |||
3100 | STORM SEWER PIPE-24 IN EQUIV RICHWOOD DRAINAGE | 00554 | LF | 188.00 | 188.000 | 188.000 | 188.000 | 89.56 | 16,837.28 | |||
3105 | PIPE CULVERT HEADWALL-15 IN RICHWOOD DRAINAGE | 01202 | EACH | 10.00 | 9.000 | 9.000 | 9.000 | 1,033.62 | 9,302.58 | |||
3110 | PIPE CULVERT HEADWALL-18 IN RICHWOOD DRAINAGE | 01204 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 1,061.02 | 11,671.22 | |||
3115 | PIPE CULVERT HEADWALL-24 IN RICHWOOD DRAINAGE | 01208 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,123.18 | 4,492.72 | |||
3120 | PIPE CULVERT HEADWALL-30 IN RICHWOOD DRAINAGE | 01210 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,032.47 | 2,032.47 | |||
3125 | PIPE CULVERT HEADWALL-36 IN RICHWOOD DRAINAGE | 01212 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,067.25 | 8,269.00 | |||
3130 | S & F BOX INLET-OUTLET-18 IN RICHWOOD DRAINAGE | 01450 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,709.01 | 6,836.04 | |||
3135 | CURB BOX INLET TYPE A RICHWOOD DRAINAGE | 01456 | EACH | 161.00 | 163.000 | 2.000 | 122.900 | 124.900 | 4,538.80 | 9,077.60 | 566,896.12 | |
3140 | CURB BOX INLET TYPE A MOD RICHWOOD DRAINAGE | 01459 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,533.72 | 0.00 | |||
3145 | CURB BOX INLET TYPE B RICHWOOD DRAINAGE | 01480 | EACH | 5.00 | 5.000 | 7.200 | 7.200 | 5,311.40 | 38,242.08 | |||
3150 | DROP BOX INLET TYPE 1 RICHWOOD DRAINAGE | 01490 | EACH | 7.00 | 7.000 | 5.500 | 5.500 | 3,702.49 | 20,363.69 | |||
3155 | DROP BOX INLET TYPE 2 RICHWOOD DRAINAGE | 01493 | EACH | 1.00 | 1.000 | 0.900 | 0.900 | 3,927.97 | 3,535.17 | |||
3160 | DROP BOX INLET TYPE 3 RICHWOOD DRAINAGE | 01496 | EACH | 9.00 | 9.000 | 8.100 | 8.100 | 3,575.00 | 28,957.50 | |||
3165 | DROP BOX INLET TYPE 4 RICHWOOD DRAINAGE | 01499 | EACH | 1.00 | 1.000 | 0.900 | 0.900 | 4,787.74 | 4,308.96 | |||
3170 | DROP BOX INLET TYPE 5B RICHWOOD DRAINAGE | 01505 | EACH | 1.00 | 1.000 | 0.900 | 0.900 | 4,078.65 | 3,670.78 | |||
3175 | DROP BOX INLET TYPE 5D RICHWOOD DRAINAGE | 01511 | EACH | 2.00 | 2.000 | 1.800 | 1.800 | 4,336.79 | 7,806.22 | |||
3180 | DROP BOX INLET TYPE 6C RICHWOOD DRAINAGE | 01526 | EACH | 1.00 | 2.000 | 1.800 | 1.800 | 4,815.14 | 8,667.25 | |||
3185 | DROP BOX INLET TYPE 6D RICHWOOD DRAINAGE | 01529 | EACH | 3.00 | 3.000 | 2.700 | 2.700 | 4,403.17 | 11,888.55 | |||
3190 | DROP BOX INLET TYPE 7 RICHWOOD DRAINAGE | 01538 | EACH | 3.00 | 3.000 | 2.700 | 2.700 | 4,465.33 | 12,056.39 | |||
3195 | DROP BOX INLET TYPE 13G RICHWOOD DRAINAGE | 01559 | EACH | 12.00 | 13.000 | 9.300 | 9.300 | 2,955.46 | 27,485.77 | |||
3200 | DROP BOX INLET TYPE 13S RICHWOOD DRAINAGE | 01568 | EACH | 7.00 | 7.000 | 5.500 | 5.500 | 4,059.68 | 22,328.24 | |||
3205 | DROP BOX INLET TYPE 15 RICHWOOD DRAINAGE | 01580 | EACH | 7.00 | 10.000 | 5.900 | 5.900 | 1,759.58 | 10,381.52 | |||
3210 | REMOVE DROP BOX INLET RICHWOOD DRAINAGE | 01585 | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 543.68 | 1,631.04 | |||
3215 | CAP CURB BOX INLET RICHWOOD DRAINAGE | 01634 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,018.88 | 2,037.76 | |||
3220 | JUNCTION BOX-15 IN RICHWOOD DRAINAGE | 01641 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 1,696.37 | 848.18 | |||
3225 | JUNCTION BOX-18 IN RICHWOOD DRAINAGE | 01642 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,732.18 | 5,196.54 | |||
3230 | FLUME INLET TYPE 1 RICHWOOD DRAINAGE | 01690 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,540.87 | 6,540.87 | |||
3235 | FLUME INLET TYPE 2 RICHWOOD DRAINAGE | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,412.74 | 12,825.48 | |||
3240 | MANHOLE TYPE A RICHWOOD DRAINAGE | 01756 | EACH | 13.00 | 13.000 | 11.700 | 11.700 | 2,743.68 | 32,101.05 | |||
3245 | MANHOLE TYPE B RICHWOOD DRAINAGE | 01761 | EACH | 7.00 | 7.000 | 6.300 | 6.300 | 4,799.33 | 30,235.77 | |||
3250 | MANHOLE TYPE C RICHWOOD DRAINAGE | 01767 | EACH | 8.00 | 8.000 | 7.200 | 7.200 | 7,924.43 | 57,055.89 | |||
3255 | MANHOLE TYPE C MOD RICHWOOD DRAINAGE | 01768 | EACH | 3.00 | 3.000 | 2.700 | 2.700 | 17,642.16 | 47,633.83 | |||
3260 | MANHOLE TYPE C SPECIAL RICHWOOD DRAINAGE | 01770 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,360.54 | 9,360.54 | |||
3265 | PRECAST CONC BOX SECT 8 X 4 RICHWOOD DRAINAGE | 03016 | LF | 44.00 | 44.000 | 40.000 | 40.000 | 1,265.42 | 50,616.80 | |||
3270 | CONCRETE-CLASS A RICHWOOD DRAINAGE | 08100 | CUYD | 3.47 | 8.470 | 8.470 | 8.470 | 1,454.02 | 12,315.54 | |||
3275 | DRAINAGE JUNCTION BOX TY B RICHWOOD DRAINAGE | 23952EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,111.50 | 10,557.50 | |||
3280 | CONC MED BARR BOX INLET TY 12A1-50(MOD) RICHWOOD DRAINAGE | 23975EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,190.43 | 14,190.43 | |||
3285 | CONC MED BARR BOX INLET TY 12B1-50(MOD) RICHWOOD DRAINAGE | 23977EC | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 13,792.15 | 124,129.35 | |||
3290 | PIPE CULVERT HEADWALL-72 IN RICHWOOD DRAINAGE | 24025EC | EACH | 2.00 | 2.000 | 1.960 | 1.960 | 36,622.44 | 71,779.98 | |||
3295 | HDPE PIPE LINER RICHWOOD DRAINAGE | 24583EC | LF | 604.00 | 0.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
8005 | STORM SEWER PIPE-72 IN RICHWOOD DRAINAGE | 00534 | LF | 0.00 | 604.000 | 604.000 | 604.000 | 350.00 | 211,400.00 | |||
8007 | PIPE CULVERT HEADWALL-72 IN RICHWOOD DRAINAGE-CONST REV NO 1-REVISION TO PLAN HEADWALL | 24025EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 16,528.00 | 16,528.00 | |||
8011 | PLUG PIPE RICHWOOD DRAINAGE | 01314 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
8034 | PIPE CULVERT HEADWALL-42 IN RICHWOOD DRAINAGE | 01214 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,737.81 | 2,737.81 | |||
8072 | CORED HOLE DRAINAGE BOX CON RICHWOOD DRAINAGE | 23610NC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 575.00 | 575.00 | |||
8095 | STORM SEWER PIPE-15 IN RICHWOOD DRAINAGE | 00521 | LF | 0.00 | 14.000 | 14.000 | 14.000 | 184.37 | 2,581.22 | |||
8096 | STORM SEWER PIPE-18 IN RICHWOOD DRAINAGE | 00522 | LF | 0.00 | 50.000 | 50.000 | 50.000 | 166.27 | 8,313.54 | |||
8097 | PIPE CULVERT HEADWALL-15 IN RICHWOOD DRAINAGE | 01202 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,569.54 | 1,569.54 | |||
8098 | PIPE CULVERT HEADWALL-18 IN RICHWOOD DRAINAGE | 01204 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,569.54 | 1,569.54 | |||
8099 | CURB BOX INLET TYPE F RICHWOOD DRAINAGE | 01487 | EACH | 0.00 | 3.000 | 2.700 | 2.700 | 4,927.35 | 13,303.85 | |||
8106 | DRAINAGE JUNCTION BOX TY B RICHWOOD DRAINAGE | 23952EC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 3,309.78 | 0.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0004 BRIDGE-388 | |||||||
3300 | PERFORATED PIPE-8 IN RICHWOOD STRUCTURES | 01002 | LF | 266.00 | 266.000 | 266.000 | 266.000 | 94.83 | 25,224.78 | |||
3305 | CONCRETE BARRIER WALL MOD RICHWOOD STRUCTURES | 02000 | LF | 750.00 | 1,154.000 | 203.000 | 0.000 | 203.000 | 247.28 | 50,197.84 | 50,197.84 | |
3310 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 390.00 | 327.400 | 327.400 | 327.400 | 67.37 | 22,056.93 | |||
3315 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 614.00 | 614.000 | 614.000 | 614.000 | 67.37 | 41,365.18 | |||
3320 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 3,734.00 | 3,734.000 | 3,493.000 | 241.000 | 3,734.000 | 67.37 | 235,323.41 | 251,559.58 | |
3325 | REMOVE CONCRETE MASONRY RICHWOOD STRUCTURES | 02403 | CUYD | 3.20 | 3.200 | 0.000 | 0.000 | 474.14 | 0.00 | |||
3330 | REMOVE CONCRETE MASONRY RICHWOOD STRUCTURES | 02403 | CUYD | 2.70 | 2.700 | 2.700 | 2.700 | 474.14 | 1,280.17 | |||
3335 | QUALITY CONTROL RICHWOOD STRUCTURES | 02572 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,095.84 | 100,095.84 | |||
3340 | HANDRAIL-TYPE A-1 RICHWOOD STRUCTURES | 02611 | LF | 390.00 | 390.000 | 0.000 | 0.000 | 131.71 | 0.00 | |||
3345 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 1,732.00 | 1,559.100 | 317.050 | 317.050 | 10.01 | 3,173.67 | |||
3350 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 473.00 | 473.000 | 400.000 | 400.000 | 10.01 | 4,004.00 | |||
3355 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 2,145.00 | 2,145.000 | 1,047.000 | 1,047.000 | 10.01 | 10,480.47 | |||
3360 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 140.00 | 140.000 | 140.000 | 140.000 | 10.01 | 1,401.40 | |||
3365 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 134.00 | 134.000 | 134.000 | 134.000 | 102.77 | 13,771.18 | |||
3370 | CONDUIT-4 IN RICHWOOD STRUCTURES | 04799 | LF | 262.00 | 262.000 | 262.000 | 262.000 | 105.36 | 27,604.32 | |||
3375 | STRUCTURE EXCAVATION-COMMON RICHWOOD STRUCTURES | 08001 | CUYD | 521.00 | 521.000 | 0.000 | 0.000 | 12.64 | 0.00 | |||
3380 | STRUCTURE EXCAVATION-COMMON RICHWOOD STRUCTURES | 08001 | CUYD | 2,744.00 | 2,744.000 | 2,744.000 | 2,744.000 | 12.64 | 34,684.16 | |||
3385 | STRUCTURE EXCAV-SOLID ROCK RICHWOOD STRUCTURES | 08002 | CUYD | 19.10 | 19.100 | 19.100 | 19.100 | 26.76 | 511.11 | |||
3390 | STRUCTURE EXCAV-SOLID ROCK RICHWOOD STRUCTURES | 08002 | CUYD | 2,404.00 | 2,404.000 | 2,404.000 | 2,404.000 | 26.76 | 64,331.04 | |||
3395 | FOUNDATION PREPARATION RICHWOOD STRUCTURES | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 68,486.63 | 68,486.63 | |||
3400 | FOUNDATION PREPARATION RICHWOOD STRUCTURES | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,341.01 | 26,341.01 | |||
3405 | FOUNDATION PREPARATION RICHWOOD STRUCTURES | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 205,459.89 | 205,459.89 | |||
3410 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 33,438.00 | 23,225.000 | 23,063.910 | 23,063.910 | 74.48 | 1,717,800.01 | |||
3415 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 6,158.00 | 6,158.000 | 745.220 | 5,164.390 | 5,909.610 | 74.48 | 55,503.98 | 440,147.75 | |
3420 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 2,485.00 | 2,485.000 | 2,485.000 | 2,485.000 | 74.48 | 185,082.80 | |||
3425 | CRUSHED AGGREGATE SLOPE PROT RICHWOOD STRUCTURES | 08020 | TON | 42.00 | 44.000 | 44.000 | 44.000 | 63.22 | 2,781.68 | |||
3430 | CRUSHED AGGREGATE SLOPE PROT RICHWOOD STRUCTURES | 08020 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 63.22 | 0.00 | |||
3435 | CRUSHED AGGREGATE SLOPE PROT RICHWOOD STRUCTURES | 08020 | TON | 200.00 | 200.000 | 174.460 | 174.460 | 63.22 | 11,029.36 | |||
3440 | TEST PILES RICHWOOD STRUCTURES | 08033 | LF | 74.00 | 64.000 | 64.000 | 64.000 | 263.41 | 16,858.24 | |||
3445 | TEST PILES RICHWOOD STRUCTURES | 08033 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 263.41 | 18,438.70 | |||
3450 | PRE-DRILLING FOR PILES RICHWOOD STRUCTURES | 08039 | LF | 144.00 | 144.000 | 144.000 | 144.000 | 302.12 | 43,505.28 | |||
3455 | PRE-DRILLING FOR PILES RICHWOOD STRUCTURES | 08039 | LF | 793.00 | 793.000 | 793.000 | 793.000 | 302.12 | 239,581.16 | |||
3460 | PILES-STEEL HP14X89 RICHWOOD STRUCTURES | 08051 | LF | 476.00 | 0.000 | 0.000 | 0.000 | 102.55 | 0.00 | |||
3465 | PILES-STEEL HP14X89 RICHWOOD STRUCTURES | 08051 | LF | 820.00 | 820.000 | 820.000 | 820.000 | 102.55 | 84,091.00 | |||
3470 | PILE POINTS-14 IN RICHWOOD STRUCTURES | 08095 | EACH | 18.00 | 0.000 | 0.000 | 0.000 | 158.05 | 0.00 | |||
3475 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 359.00 | 100.200 | 100.200 | 100.200 | 1,016.29 | 101,832.25 | |||
3480 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 230.20 | 0.000 | 0.000 | 0.000 | 1,016.29 | 0.00 | |||
3485 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 82.80 | 82.800 | 82.800 | 82.800 | 1,016.29 | 84,148.81 | |||
3490 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 47.20 | 47.200 | 47.200 | 47.200 | 1,016.29 | 47,968.88 | |||
3495 | CONCRETE-CLASS AA RICHWOOD STRUCTURES | 08104 | CUYD | 794.00 | 538.500 | 538.500 | 538.500 | 956.10 | 514,859.85 | |||
3500 | CONCRETE-CLASS AA RICHWOOD STRUCTURES | 08104 | CUYD | 448.30 | 448.300 | 448.300 | 448.300 | 956.10 | 428,619.63 | |||
3505 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 121,614.00 | 27,783.000 | 27,783.000 | 27,783.000 | 1.48 | 41,118.84 | |||
3510 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 37,788.00 | 37,788.000 | 37,788.000 | 37,788.000 | 1.48 | 55,926.24 | |||
3515 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 7,759.00 | 7,759.000 | 7,759.000 | 7,759.000 | 1.48 | 11,483.32 | |||
3520 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 4,259.00 | 4,259.000 | 4,259.000 | 4,259.000 | 1.48 | 6,303.32 | |||
3525 | STEEL REINFORCEMENT-EPOXY COATED RICHWOOD STRUCTURES | 08151 | LB | 214,429.00 | 220,795.000 | 220,795.000 | 220,795.000 | 1.53 | 337,816.35 | |||
3530 | STEEL REINFORCEMENT-EPOXY COATED RICHWOOD STRUCTURES | 08151 | LB | 32,476.00 | 32,476.000 | 32,476.000 | 32,476.000 | 1.53 | 49,688.28 | |||
3535 | STRUCTURAL STEEL RICHWOOD STRUCTURES | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,951,151.55 | 3,951,151.55 | |||
3540 | SHEAR CONNECTORS RICHWOOD STRUCTURES | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,095.84 | 100,095.84 | |||
3545 | BRIDGE CHAIN LINK FENCE-8 FT RICHWOOD STRUCTURES | 08712 | LF | 422.00 | 422.000 | 340.000 | 340.000 | 237.07 | 80,603.80 | |||
3550 | DRAIN PIPE-8 IN RICHWOOD STRUCTURES | 08821 | LF | 656.00 | 656.000 | 656.000 | 656.000 | 263.41 | 172,796.96 | |||
3555 | SOIL NAIL WALL RICHWOOD STRUCTURES | 20603ED | SQFT | 3,465.00 | 3,465.000 | 3,465.000 | 3,465.000 | 263.41 | 912,715.65 | |||
3560 | ROCK SOUNDINGS RICHWOOD STRUCTURES | 20745ED | LF | 245.00 | 245.000 | 245.000 | 245.000 | 75.27 | 18,441.15 | |||
3565 | ROCK SOUNDINGS RICHWOOD STRUCTURES | 20745ED | LF | 40.00 | 92.000 | 92.000 | 92.000 | 75.27 | 6,924.84 | |||
3570 | ROCK CORINGS RICHWOOD STRUCTURES | 20746ED | LF | 1,746.00 | 1,746.000 | 1,746.000 | 1,746.000 | 94.83 | 165,573.18 | |||
3575 | ROCK CORINGS RICHWOOD STRUCTURES | 20746ED | LF | 200.00 | 112.000 | 112.000 | 112.000 | 94.83 | 10,620.96 | |||
3580 | FORM LINER RICHWOOD STRUCTURES | 21342ED | SQFT | 16,154.00 | 16,154.000 | 668.480 | 15,485.520 | 16,154.000 | 15.80 | 10,561.98 | 255,233.20 | |
3585 | DRILLED SHAFT-66 IN (COMMON) RICHWOOD STRUCTURES | 21420ED | LF | 245.00 | 245.000 | 245.000 | 245.000 | 1,580.46 | 387,212.70 | |||
3590 | DRILLED SHAFT-60 IN (SOLID ROCK) RICHWOOD STRUCTURES | 21421ED | LF | 568.00 | 568.000 | 568.000 | 568.000 | 1,580.46 | 897,701.28 | |||
3595 | RAIL SYSTEM TYPE III RICHWOOD STRUCTURES | 21532ED | LF | 566.00 | 566.000 | 566.000 | 566.000 | 135.67 | 76,789.22 | |||
3600 | HORIZONTAL DRAIN RICHWOOD STRUCTURES | 22410EN | LF | 1,500.00 | 1,500.000 | 1,500.000 | 1,500.000 | 36.88 | 55,320.00 | |||
3605 | DRILLED SHAFT-66 IN (ROCK) RICHWOOD STRUCTURES | 23000EX | LF | 80.00 | 92.000 | 92.000 | 92.000 | 1,580.46 | 145,402.32 | |||
3610 | DRILLED SHAFT-66 IN (ROCK) RICHWOOD STRUCTURES | 23000EX | LF | 518.00 | 518.000 | 518.000 | 518.000 | 1,580.46 | 818,678.28 | |||
3615 | BEARING PADS RICHWOOD STRUCTURES | 23380EC | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 10,536.40 | 295,019.20 | |||
3620 | BARRIER ON MSE WALL RICHWOOD STRUCTURES | 23636EC | LF | 1,934.40 | 0.000 | 0.000 | 0.000 | 553.16 | 0.00 | |||
3625 | LIGHTWEIGHT CELLULAR CONCRETE FILL | 23930EC | CUYD | 1,215.05 | 1,036.000 | 1,036.000 | 1,036.000 | 197.66 | 204,775.76 | |||
3630 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 1,981.00 | 1,960.000 | 1,960.000 | 1,960.000 | 398.46 | 780,981.60 | |||
3635 | DECK WATERPROOFING RICHWOOD STRUCTURES | 24848EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 158,046.07 | 158,046.07 | |||
4430 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION POST TENSION | 10090NX | LS | 1.00 | 0.000 | 0.000 | 0.000 | 267,756.93 | 0.00 | |||
8008 | DRAINAGE SYSTEM RICHWOOD STRUCTURES-CONST REV NO 1-PAINT DRAIN PIPE | 24431EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 46,834.00 | 46,834.00 | |||
8009 | BACKFILL-ABUTMENT RICHWOOD STRUCTURES-CONST REV NO 1-STRUCT GRAN BACKFILL | 08035 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,468.16 | 15,468.16 | |||
8010 | WATERPROOF COATING RICHWOOD STRUCTURES-CONST REV NO 1-ABUT WATERSTOP EXP | 25114EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,906.51 | 6,906.51 | |||
8026 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 0.00 | 230.200 | 230.200 | 230.200 | 1,028.44 | 236,747.25 | |||
8027 | CONCRETE-CLASS A MOD RICHWOOD STRUCTURES | 08101 | CUYD | 0.00 | 1,084.450 | 1,084.450 | 1,084.450 | 12.62 | 13,688.01 | |||
8039 | ADMINISTRATIVE SETTLEMENT Norfolk Southern RR Delay Claim Resolution | 10104NX | DOLL | 0.00 | 1,200,000.000 | 1,200,000.000 | 1,200,000.000 | 1.00 | 1,200,000.00 | |||
8050 | EPS FOAM BLOCK RICHWOOD ROADWAY | 23931EC | CUFT | 0.00 | 2,079.000 | 2,079.000 | 2,079.000 | 17.02 | 35,391.02 | |||
8059 | BALLAST ROCK RICHWOOD STRUCTURES | 30072 | TON | 0.00 | 213.360 | 213.360 | 213.360 | 183.64 | 39,181.57 | |||
8083 | PILES-STEEL HP12X53 RICHWOOD STRUCTURES | 08046 | LF | 0.00 | 556.000 | 556.000 | 556.000 | 102.55 | 57,017.80 | |||
8084 | PILE POINTS-12 IN RICHWOOD STRUCTURES | 08094 | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 158.05 | 2,844.90 | |||
8085 | CONCRETE-CLASS D RICHWOOD STRUCTURES | 08102 | CUYD | 0.00 | 434.200 | 434.200 | 434.200 | 1,350.00 | 586,170.00 | |||
8086 | EW~ POST-TENSIONING RICHWOOD STRUCTURES | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 310,980.99 | 310,980.99 | |||
8092 | FOUNDATION PREPARATION RICHWOOD STRUCURES | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 227,652.30 | 227,652.30 | |||
8093 | CRUSHED AGGREGATE SIZE NO 57 RICHWOOD STRUCTURES | 00071 | TON | 0.00 | 22,850.000 | 22,850.000 | 22,850.000 | 49.98 | 1,142,043.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0005 UTILITY-388 | |||||||
3640 | CORED HOLE DRAINAGE BOX CON-4 IN RICHWOOD ELECTRIC & COMM. | 01740 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
3645 | CORED HOLE DRAINAGE BOX CON-6 IN RICHWOOD ELECTRIC & COMM. | 01741 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
3650 | CORED HOLE DRAINAGE BOX CON-6 IN RICHWOOD ELECTRIC & COMM. | 01741 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
3655 | REMOVE MANHOLE RICHWOOD ELECTRIC & COMM. | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
3660 | EC COMMUNICATIONS PULL BOX RICHWOOD ELECTRIC & COMM. | 17001 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,850.00 | 11,550.00 | |||
3665 | EC COMMUNICATIONS PULL BOX RICHWOOD ELECTRIC & COMM. | 17001 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,850.00 | 11,550.00 | |||
3670 | EC DUCT - 02 BANK CONCRETE ENCASED I-75 UTILITY DUCT BANK | 17004 | LF | 1,254.00 | 1,254.000 | 1,254.000 | 1,254.000 | 541.64 | 679,216.56 | |||
3675 | EC DUCT - 04 BANK CONCRETE ENCASED E GRAND NATIONAL DUKE | 17008 | LF | 580.00 | 580.000 | 580.000 | 580.000 | 136.65 | 79,257.00 | |||
3680 | EC DUCT - 04 BANK CONCRETE ENCASED E GRAND NATIONAL OWEN | 17008 | LF | 527.00 | 527.000 | 527.000 | 527.000 | 291.65 | 153,699.55 | |||
3685 | EC DUCT - 04 BANK CONCRETE ENCASED E LOGISTICS | 17008 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 146.65 | 11,732.00 | |||
3690 | EC ELECTRIC MANHOLE DUKE | 17028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 24,850.00 | 49,700.00 | |||
3695 | EC ELECTRIC MANHOLE OWEN | 17028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 17,350.00 | 34,700.00 | |||
3700 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 17,425.00 | 34,850.00 | |||
3705 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 17,425.00 | 34,850.00 | |||
3710 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 17,425.00 | 69,700.00 | |||
3715 | EC ELECTRIC STRUCTURE SPECIAL | 17031 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,650.00 | 10,650.00 | |||
3720 | GAS LINE RELOCATION RICHWOOD GAS RELOCATION | 24573EN | LS | 1.00 | 0.000 | 0.000 | 0.000 | 985,350.00 | 0.00 | |||
8006 | GAS LINE RELOCATION RICHWOOD GAS RELOCATION 8 IN | 24573EN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,223,835.66 | 1,223,835.66 | |||
8030 | GAS LINE RELOCATION RICHWOOD GAS RELOCATION 8 IN | 24573EN | LS | 0.00 | 0.000 | 0.000 | 0.000 | 56,553.00 | 0.00 | |||
8076 | NON-SPEC MATERIAL S MANHOLE RICHWOOD WATER & SEWER | 10070NS | DOLL | 0.00 | -20,000.000 | -20,000.000 | -20,000.000 | 1.00 | -20,000.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0006 SIGNING-388 | |||||||
3725 | OSS GALV STEEL CANTILEVER MOD RICHWOOD SIGNS & SUPPORTS | 06201 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 28,555.00 | 57,110.00 | |||
3730 | FLEXIBLE DELINEATOR POST-M/W RICHWOOD SIGNS & SUPPORTS | 06401 | EACH | 308.00 | 308.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
3735 | FLEXIBLE DELINEATOR POST-M/Y RICHWOOD SIGNS & SUPPORTS | 06404 | EACH | 128.00 | 128.000 | 0.000 | 0.000 | 29.00 | 0.00 | |||
3740 | SBM ALUM SHEET SIGNS .080 IN RICHWOOD SIGNS & SUPPORTS | 06406 | SQFT | 3,768.00 | 3,768.000 | 2,157.250 | 2,157.250 | 18.50 | 39,909.12 | |||
3745 | SBM ALUM SHEET SIGNS .125 IN RICHWOOD SIGNS & SUPPORTS | 06407 | SQFT | 1,959.00 | 1,971.000 | 245.310 | 245.310 | 14.35 | 3,521.82 | |||
3750 | SBM ALUM SHEET SIGNS .125 IN RICHWOOD SIGNS & SUPPORTS | 06407 | SQFT | 1,086.00 | 1,086.000 | 202.250 | 202.250 | 14.35 | 2,903.63 | |||
3755 | STEEL POST TYPE 1 RICHWOOD SIGNS & SUPPORTS | 06410 | LF | 4,480.00 | 4,508.000 | 855.000 | 855.000 | 8.00 | 6,840.00 | |||
3760 | GMSS GALV STEEL TYPE C RICHWOOD SIGNS & SUPPORTS | 06441 | LB | 15,891.00 | 15,891.000 | 13,095.220 | 13,095.220 | 6.55 | 85,773.69 | |||
3765 | SIGN BRIDGE ATTACHMENT BRACKET RICHWOOD SIGNS & SUPPORTS | 06448 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
3770 | REMOVE SIGN SUPPORT BEAM RICHWOOD SIGNS & SUPPORTS | 06451 | EACH | 22.00 | 22.000 | 24.000 | 24.000 | 100.00 | 2,400.00 | |||
3775 | OSS ALUMINUM 120 FT TRUSS RICHWOOD SIGNS & SUPPORTS | 06463 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 126,358.00 | 126,358.00 | |||
3780 | OSS ALUMINUM 130 FT TRUSS RICHWOOD SIGNS & SUPPORTS | 06467 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 146,295.00 | 146,295.00 | |||
3785 | INSTALL SPAN MOUNTED SIGN RICHWOOD SIGNS & SUPPORTS | 06472 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
3790 | CLASS A CONCRETE FOR SIGNS RICHWOOD SIGNS & SUPPORTS | 06490 | CUYD | 283.00 | 283.000 | 144.360 | 144.360 | 500.00 | 72,180.00 | |||
3795 | STEEL REINFORCEMENT FOR SIGNS RICHWOOD SIGNS & SUPPORTS | 06491 | LB | 25,390.00 | 25,390.000 | 11,422.000 | 11,422.000 | 2.00 | 22,844.00 | |||
3800 | REMOVE & RELOCATE SIGNS RICHWOOD SIGNS & SUPPORTS | 20418ED | EACH | 49.00 | 49.000 | 9.000 | 9.000 | 500.00 | 4,500.00 | |||
3805 | ROADWAY CROSS SECTION RICHWOOD SIGNS & SUPPORTS | 20419ND | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
3810 | REMOVE SIGN RICHWOOD SIGNS & SUPPORTS | 21373ND | EACH | 79.00 | 79.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
3815 | GMSS TYPE D RICHWOOD SIGNS & SUPPORTS | 21596ND | EACH | 333.00 | 333.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
3820 | INSTALL MAST ARM MOUNTED SIGN RICHWOOD SIGNS & SUPPORTS | 24488ED | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
3825 | BARCODE SIGN INVENTORY RICHWOOD SIGNS & SUPPORTS | 24631EC | EACH | 473.00 | 475.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0007 SIGNALIZATION-388 | |||||||
3830 | CONDUIT-2 IN RICHWOOD TRAFFIC SIGNALS | 04795 | LF | 4,697.00 | 3,667.000 | 3,290.000 | 3,290.000 | 8.50 | 27,965.00 | |||
3835 | ELECTRICAL JUNCTION BOX TYPE B RICHWOOD TRAFFIC SIGNALS | 04811 | EACH | 34.00 | 35.000 | 16.000 | 16.000 | 550.00 | 8,800.00 | |||
3840 | TRENCHING AND BACKFILLING RICHWOOD TRAFFIC SIGNALS | 04820 | LF | 3,388.00 | 3,079.000 | 280.000 | 3,038.000 | 3,318.000 | 3.00 | 840.00 | 9,954.00 | |
3845 | OPEN CUT ROADWAY RICHWOOD TRAFFIC SIGNALS | 04821 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
3850 | LOOP WIRE RICHWOOD TRAFFIC SIGNALS | 04830 | LF | 15,860.00 | 15,633.000 | 6,083.000 | 6,083.000 | 0.95 | 5,778.85 | |||
3855 | CABLE-NO. 14/5C RICHWOOD TRAFFIC SIGNALS | 04844 | LF | 32,630.00 | 26,099.000 | 400.000 | 23,680.000 | 24,080.000 | 1.30 | 520.00 | 31,304.00 | |
3860 | CABLE-NO. 14/1 PAIR RICHWOOD TRAFFIC SIGNALS | 04850 | LF | 13,091.00 | 12,005.000 | 100.000 | 11,945.000 | 12,045.000 | 1.30 | 130.00 | 15,658.50 | |
3865 | POLE 45 FT WOODEN RICHWOOD TRAFFIC SIGNALS | 04873 | EACH | 10.00 | 10.000 | 9.000 | 9.000 | 1,200.00 | 10,800.00 | |||
3870 | ANCHOR RICHWOOD TRAFFIC SIGNALS | 04884 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 450.00 | 8,100.00 | |||
3875 | MESSENGER-10800 LB RICHWOOD TRAFFIC SIGNALS | 04885 | LF | 706.00 | 706.000 | 765.000 | 765.000 | 5.00 | 3,825.00 | |||
3880 | MESSENGER-15400 LB RICHWOOD TRAFFIC SIGNALS | 04886 | LF | 2,485.00 | 2,485.000 | 1,750.000 | 1,750.000 | 5.00 | 8,750.00 | |||
3885 | LOOP SAW SLOT AND FILL RICHWOOD TRAFFIC SIGNALS | 04895 | LF | 5,984.00 | 5,979.000 | 2,073.000 | 2,073.000 | 9.00 | 18,657.00 | |||
3890 | BLANKOUT SIGN RICHWOOD TRAFFIC SIGNALS | 04905 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
3895 | INSTALL STEEL STRAIN POLE RICHWOOD TRAFFIC SIGNALS | 04932 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 2,000.00 | 24,000.00 | |||
3900 | TEMP SIGNAL RICHWOOD TRAFFIC SIGNALS | 04935 | LS | 1.00 | 1.000 | 0.660 | 0.660 | 122,250.00 | 80,685.00 | |||
3905 | INSTALL SPAN MOUNTED SIGN RICHWOOD TRAFFIC SIGNALS | 06472 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 346.66 | 5,546.66 | |||
3910 | INSTALL SPAN MOUNTED SIGN RICHWOOD TRAFFIC SIGNALS | 06472 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 346.66 | 5,200.00 | |||
3915 | INSTALL PEDESTRIAN HEAD-LED RICHWOOD TRAFFIC SIGNALS | 20093NS835 | EACH | 32.00 | 36.000 | 9.000 | 21.000 | 30.000 | 250.00 | 2,250.00 | 7,500.00 | |
3920 | INSTALL LED SIGNAL-3 SECTION RICHWOOD TRAFFIC SIGNALS | 20188NS835 | EACH | 126.00 | 124.000 | 8.000 | 90.000 | 98.000 | 250.00 | 2,000.00 | 24,500.00 | |
3925 | INSTALL LED SIGNAL-5 SECTION RICHWOOD TRAFFIC SIGNALS | 20189NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
3930 | INSTALL LED SIGNAL- 4 SECTION RICHWOOD TRAFFIC SIGNALS | 20266ES835 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
3935 | INSTALL COORDINATING UNIT RICHWOOD TRAFFIC SIGNALS | 20390NS835 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
3940 | ELECTRICAL JUNCTION BOX TYPE A RICHWOOD TRAFFIC SIGNALS | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
3945 | ELECTRICAL JUNCTION BOX TYPE C RICHWOOD TRAFFIC SIGNALS | 20392NS835 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 950.00 | 12,350.00 | |||
3950 | BORE AND JACK CONDUIT RICHWOOD TRAFFIC SIGNALS | 21543EN | LF | 607.00 | 607.000 | 330.000 | 330.000 | 30.00 | 9,900.00 | |||
3955 | RELOCATE SIGNAL HEAD RICHWOOD TRAFFIC SIGNALS | 21659NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 75.00 | 450.00 | |||
3960 | INSTALL PEDESTRIAN DETECTOR RICHWOOD TRAFFIC SIGNALS | 21743NN | EACH | 30.00 | 36.000 | 20.000 | 20.000 | 75.00 | 1,500.00 | |||
3965 | INSTALL MAST ARM POLE RICHWOOD TRAFFIC SIGNALS | 22631NN | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,850.00 | 38,500.00 | |||
3970 | INSTALL LUMINAIRE POLE RICHWOOD TRAFFIC SIGNALS | 22939ND | EACH | 5.00 | 5.000 | 2.000 | 3.000 | 5.000 | 1,300.00 | 2,600.00 | 6,500.00 | |
3975 | TRAFFIC SIGNAL POLE BASE RICHWOOD TRAFFIC SIGNALS | 23157EN | CUYD | 148.00 | 148.290 | 5.500 | 100.695 | 106.195 | 550.00 | 3,025.00 | 58,407.25 | |
3980 | INSTALL SIGNAL PEDESTAL RICHWOOD TRAFFIC SIGNALS | 23222EC | EACH | 26.00 | 29.000 | 7.000 | 11.000 | 18.000 | 750.00 | 5,250.00 | 13,500.00 | |
3985 | INSTALL PEDESTAL POST RICHWOOD TRAFFIC SIGNALS | 23235EC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 2.000 | 275.00 | 275.00 | 550.00 | |
3990 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 RICHWOOD TRAFFIC SIGNALS | 24900EC | LF | 1,084.00 | 1,006.000 | 190.000 | 844.000 | 1,034.000 | 3.00 | 570.00 | 3,102.00 | |
3995 | PVC CONDUIT-2 IN-SCHEDULE 80 RICHWOOD TRAFFIC SIGNALS | 24901EC | LF | 2,365.00 | 2,391.000 | 90.000 | 3,076.000 | 3,166.000 | 3.00 | 270.00 | 9,498.00 | |
4000 | INSTALL SIGNAL CONTROLLER-TY ATC RICHWOOD TRAFFIC SIGNALS | 24908EC | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 5,000.00 | 35,000.00 | |||
4005 | REMOVE SIGNAL EQUIPMENT RICHWOOD TRAFFIC SIGNALS | 24955ED | EACH | 2.00 | 2.000 | 1.750 | 1.750 | 1,500.00 | 2,625.00 | |||
8062 | FUSED CONNECTOR KIT RICHWOOD TRAFFIC SIGNALS | 04780 | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 148.05 | 0.00 | |||
8063 | INSTALL PEDESTRIAN HEAD-LED RICHWOOD TRAFFIC SIGNALS | 20093NS835 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 348.60 | 0.00 | |||
8064 | INSTALL SIGNAL PEDESTAL RICHWOOD TRAFFIC SIGNALS | 23222EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,399.25 | 0.00 | |||
8065 | TRENCHING AND BACKFILLING RICHWOOD TRAFFIC SIGNALS | 04820 | LF | 0.00 | 45.000 | 0.000 | 0.000 | 5.55 | 0.00 | |||
8066 | CABLE-NO. 14/5C RICHWOOD TRAFFIC SIGNALS | 04844 | LF | 0.00 | 663.000 | 0.000 | 0.000 | 2.14 | 0.00 | |||
8067 | TRAFFIC SIGNAL POLE BASE RICHWOOD TRAFFIC SIGNALS | 23157EN | CUYD | 0.00 | 0.530 | 0.000 | 0.000 | 710.85 | 0.00 | |||
8068 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 RICHWOOD TRAFFIC SIGNALS | 24900EC | LF | 0.00 | 45.000 | 0.000 | 0.000 | 4.72 | 0.00 | |||
8087 | CONDUIT-1 IN RICHWOOD TRAFFIC SIGNALS | 04792 | LF | 0.00 | 45.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
8088 | CONDUIT-1 1/4 IN RICHWOOD TRAFFIC SIGNALS | 04793 | LF | 0.00 | 240.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
8089 | CABLE-NO. 14/7C RICHWOOD TRAFFIC SIGNALS | 04845 | LF | 0.00 | 4,210.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
8090 | EW~ SIGNAL HEAD BRIDGE ATTACHMENT BRACKET RICHWOOD TRAFFIC | 10094NX | EACH | 0.00 | 14.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0008 LIGHTING-388 | |||||||
4010 | POLE 30 FT MTG HT RICHWOOD LIGHTING | 04700 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 1,075.00 | 12,900.00 | |||
4015 | POLE 80 FT MTG HT HIGH MAST RICHWOOD LIGHTING | 04710 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 25,000.00 | 175,000.00 | |||
4020 | BRACKET 6 FT RICHWOOD LIGHTING | 04721 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 252.00 | 1,512.00 | |||
4025 | BRACKET 10 FT RICHWOOD LIGHTING | 04723 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 430.00 | 2,150.00 | |||
4030 | BRACKET 12 FT RICHWOOD LIGHTING | 04724 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 466.00 | 466.00 | |||
4035 | BRACKET C RICHWOOD LIGHTING | 04730 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 602.00 | 0.00 | |||
4040 | POLE BASE RICHWOOD LIGHTING | 04740 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 931.00 | 11,172.00 | |||
4045 | POLE BASE-HIGH MAST RICHWOOD LIGHTING | 04742 | EACH | 17.00 | 17.000 | 2.000 | 10.000 | 12.000 | 6,970.00 | 13,940.00 | 83,640.00 | |
4050 | TRANSFORMER BASE RICHWOOD LIGHTING | 04750 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 757.00 | 9,084.00 | |||
4055 | LIGHTING CONTROL EQUIPMENT RICHWOOD LIGHTING | 04761 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 20,852.00 | 62,556.00 | |||
4060 | FUSED CONNECTOR KIT RICHWOOD LIGHTING | 04780 | EACH | 24.00 | 24.000 | 24.000 | 24.000 | 119.00 | 2,856.00 | |||
4065 | CONDUIT-2 IN RICHWOOD LIGHTING | 04795 | LF | 2,207.00 | 2,207.000 | 1,425.170 | 1,425.170 | 14.80 | 21,092.51 | |||
4070 | CONDUIT-3 IN RICHWOOD LIGHTING | 04797 | LF | 2,040.00 | 2,075.000 | 1,989.000 | 1,989.000 | 24.00 | 47,736.00 | |||
4075 | MARKER RICHWOOD LIGHTING | 04800 | EACH | 33.00 | 33.000 | 0.000 | 0.000 | 415.00 | 0.00 | |||
4080 | TRENCHING AND BACKFILLING RICHWOOD LIGHTING | 04820 | LF | 10,762.00 | 10,862.000 | 3,285.000 | 3,285.000 | 4.00 | 13,140.00 | |||
4085 | WIRE-NO. 12 RICHWOOD LIGHTING | 04832 | LF | 4,080.00 | 4,080.000 | 1,457.000 | 1,457.000 | 0.55 | 801.35 | |||
4090 | WIRE-NO. 8 RICHWOOD LIGHTING | 04833 | LF | 15,765.00 | 15,765.000 | 9,450.000 | 9,450.000 | 1.00 | 9,450.00 | |||
4095 | CABLE-NO. 8/3C DUCTED RICHWOOD LIGHTING | 04860 | LF | 13,037.00 | 13,172.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
4100 | REMOVE LIGHTING RICHWOOD LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,800.00 | 40,800.00 | |||
4105 | ELECTRICAL JUNCTION BOX TYPE A RICHWOOD LIGHTING | 20391NS835 | EACH | 27.00 | 29.000 | 6.000 | 6.000 | 950.00 | 5,700.00 | |||
4110 | ELECTRICAL JUNCTION BOX TYPE C RICHWOOD LIGHTING | 20392NS835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,287.00 | 0.00 | |||
4115 | MAINTAIN LIGHTING RICHWOOD LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.003 | 0.880 | 0.883 | 165,000.00 | 495.00 | 145,695.00 | |
4120 | TEMPORARY LIGHTING RICHWOOD LIGHTING | 20454NS835 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 5,000.00 | 2,500.00 | |||
4125 | BORE AND JACK CONDUIT RICHWOOD LIGHTING | 21543EN | LF | 2,109.00 | 2,109.000 | 1,536.000 | 1,536.000 | 18.77 | 28,830.72 | |||
4130 | LED LUMINAIRE RICHWOOD LIGHTING | 24589ED | EACH | 27.00 | 27.000 | 19.000 | 19.000 | 706.00 | 13,414.00 | |||
4135 | HIGH MAST LED LUMINAIRE RICHWOOD LIGHTING | 24749EC | EACH | 123.00 | 123.000 | 41.000 | 41.000 | 1,138.00 | 46,658.00 | |||
4140 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 RICHWOOD LIGHTING | 24900EC | LF | 2,329.00 | 2,329.000 | 1,795.000 | 1,795.000 | 4.00 | 7,180.00 | |||
4145 | PVC CONDUIT-2 IN-SCHEDULE 80 RICHWOOD LIGHTING | 24901EC | LF | 252.00 | 252.000 | 350.000 | 350.000 | 6.00 | 2,100.00 | |||
8056 | REPAIR LIGHTING | 24522EC | LS | 0.00 | 0.000 | 0.000 | 0.000 | 3,943.55 | 0.00 | |||
8061 | BORE AND JACK CONDUIT RICHWOOD LIGHTING | 21543EN | LF | 0.00 | 35.000 | 0.000 | 0.000 | 24.06 | 0.00 | |||
8081 | ELECTRICAL JUNCTION BOX TYPE A RICHWOOD LIGHTING | 20391NS835 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 1,522.50 | 0.00 | |||
8082 | ELECTRICAL JUNCTION BOX TYPE C RICHWOOD LIGHTING | 20392NS835 | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
8091 | CONDUIT-1 IN RICHWOOD LIGHTING | 04792 | LF | 0.00 | 5.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
8128 | ELECTRICAL JUNCTION BOX TYPE A RICHWOOD LIGHTING | 20391NS835 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,732.50 | 0.00 | |||
8129 | CABLE-NO. 2/3C DUCTED RICHWOOD LIGHTING | 04863 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 19.95 | 0.00 | |||
8130 | TRENCHING AND BACKFILLING RICHWOOD LIGHTING | 04820 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 9.45 | 0.00 | |||
8131 | FUSED CONNECTOR KIT RICHWOOD LIGHTING | 04780 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 157.50 | 0.00 | |||
8132 | CONDUIT-3 IN RICHWOOD LIGHTING | 04797 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 51.03 | 0.00 | |||
8133 | BORE AND JACK CONDUIT RICHWOOD LIGHTING | 21543EN | LF | 0.00 | 0.000 | 0.000 | 0.000 | 29.40 | 0.00 | |||
8134 | MARKER RICHWOOD LIGHTING | 04800 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
8135 | ELECTRICAL JUNCTION BOX RICHWOOD LIGHTING | 04810 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,548.75 | 0.00 | |||
8136 | CONCRETE MEDIAN BARRIER TY 14B(50) RICHWOOD LIGHTING | 23045ES508 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 486.38 | 0.00 | |||
8137 | MAINTAIN & CONTROL TRAFFIC RICHWOOD LIGHTING | 02650 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 14,378.09 | 0.00 | |||
8138 | ELECTRICAL SERVICE 20 AMP BREAKER RICHWOOD LIGHTING | 04899 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 493.50 | 0.00 | |||
8148 | BRACKET C RICHWOOD LIGHTING | 04730 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 1,049.85 | 0.00 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0009 WATERLINE-388 | |||||||
4150 | PLUG PIPE RICHWOOD WATER & SEWER | 01314 | EACH | 12.00 | 13.000 | 5.000 | 5.000 | 997.80 | 4,989.00 | |||
4155 | DROP BOX INLET TYPE 4 MOD RICHWOOD WATER & SEWER | 01500 | EACH | 13.00 | 0.000 | 0.000 | 0.000 | 6,809.67 | 0.00 | |||
4160 | SAFELOADING RICHWOOD WATER & SEWER | 02690 | CUYD | 89.00 | 89.000 | 27.200 | 27.200 | 212.84 | 5,789.24 | |||
4165 | W ENCASEMENT CONCRETE RICHWOOD WATER & SEWER | 14005 | LF | 30.00 | 30.000 | 20.000 | 20.000 | 131.71 | 2,634.20 | |||
4170 | W ENCASEMENT STEEL BORED RANGE 6 RICHWOOD WATER & SEWER | 14011 | LF | 54.00 | 54.000 | 65.000 | 65.000 | 1,244.35 | 80,882.75 | |||
4175 | W ENCASEMENT STEEL OPEN CUT RANGE 6 RICHWOOD WATER & SEWER | 14017 | LF | 69.00 | 69.000 | 49.000 | 49.000 | 337.16 | 16,520.84 | |||
4180 | W FIRE HYDRANT ADJUST RICHWOOD WATER & SEWER | 14018 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,634.10 | 10,536.40 | |||
4185 | W FIRE HYDRANT ASSEMBLY RICHWOOD WATER & SEWER | 14019 | EACH | 12.00 | 12.000 | 11.500 | 11.500 | 4,846.75 | 55,737.62 | |||
4190 | W FIRE HYDRANT RELOCATE RICHWOOD WATER & SEWER | 14020 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 3,582.38 | 75,229.98 | |||
4195 | W FIRE HYDRANT REMOVE RICHWOOD WATER & SEWER | 14021 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,264.37 | 2,528.74 | |||
4200 | W METER ADJUST RICHWOOD WATER & SEWER | 14029 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 790.23 | 790.23 | |||
4205 | W METER RELOCATE RICHWOOD WATER & SEWER | 14030 | EACH | 21.00 | 24.000 | 18.000 | 18.000 | 1,159.00 | 20,862.00 | |||
4210 | W METER VAULT RICHWOOD WATER & SEWER | 14031 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 42,145.61 | 42,145.61 | |||
4215 | W METER VAULT RICHWOOD WATER & SEWER | 14031 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 42,145.61 | 0.00 | |||
4220 | W PIPE DUCTILE IRON 06 INCH RICHWOOD WATER & SEWER | 14036 | LF | 20.00 | 20.000 | 14.500 | 14.500 | 115.90 | 1,680.55 | |||
4225 | W PIPE DUCTILE IRON 08 INCH RICHWOOD WATER & SEWER | 14037 | LF | 1,342.00 | 1,308.000 | 1,322.830 | 1,322.830 | 134.87 | 178,410.08 | |||
4230 | W PIPE DUCTILE IRON 12 INCH RICHWOOD WATER & SEWER | 14039 | LF | 8,980.00 | 9,020.000 | 8,779.500 | 8,779.500 | 131.60 | 1,155,382.20 | |||
4235 | W PIPE DUCTILE IRON 16 INCH RICHWOOD WATER & SEWER | 14040 | LF | 1,115.00 | 1,115.000 | 1,062.000 | 1,062.000 | 155.83 | 165,491.46 | |||
4240 | W PIPE DCTL IRON RSTRND JOINT 08 IN RICHWOOD WATER & SEWER | 14048 | LF | 51.00 | 51.000 | 40.000 | 40.000 | 126.44 | 5,057.60 | |||
4245 | W PIPE DCTL IRON RSTRND JOINT 12 IN RICHWOOD WATER & SEWER | 14050 | LF | 1,039.00 | 1,039.000 | 1,246.600 | 1,246.600 | 153.20 | 190,979.12 | |||
4250 | W PIPE DCTL IRON RSTRND JOINT 12 IN RICHWOOD WATER & SEWER | 14050 | LF | 787.00 | 787.000 | 676.000 | 676.000 | 153.20 | 103,563.20 | |||
4255 | W PIPE DCTL IRON RSTRND JOINT 16 IN RICHWOOD WATER & SEWER | 14051 | LF | 270.00 | 270.000 | 265.000 | 265.000 | 189.66 | 50,259.90 | |||
4260 | W REMOVE TRANSITE (AC) PIPE RICHWOOD WATER & SEWER | 14076 | LF | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 57.95 | 0.00 | |||
4265 | W STRUCTURE REMOVAL RICHWOOD WATER & SEWER | 14088 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,160.92 | 6,321.84 | |||
4270 | W TAPPING SLEEVE AND VALVE SIZE 2 RICHWOOD WATER & SEWER | 14090 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 12,643.68 | 0.00 | |||
4275 | W TIE-IN 06 INCH RICHWOOD WATER & SEWER | 14094 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,950.20 | 5,900.40 | |||
4280 | W TIE-IN 08 INCH RICHWOOD WATER & SEWER | 14095 | EACH | 7.00 | 5.000 | 5.000 | 5.000 | 3,160.92 | 15,804.60 | |||
4285 | W TIE-IN 12 INCH RICHWOOD WATER & SEWER | 14097 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 4,741.38 | 37,931.04 | |||
4290 | W TIE-IN 16 INCH RICHWOOD WATER & SEWER | 14098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,268.21 | 5,268.21 | |||
4295 | W VALVE 06 INCH RICHWOOD WATER & SEWER | 14105 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,264.37 | 1,264.37 | |||
4300 | W VALVE 08 INCH RICHWOOD WATER & SEWER | 14106 | EACH | 9.00 | 8.000 | 9.000 | 9.000 | 1,791.19 | 16,120.71 | |||
4305 | W VALVE 12 INCH RICHWOOD WATER & SEWER | 14108 | EACH | 24.00 | 26.000 | 27.000 | 27.000 | 3,371.65 | 91,034.55 | |||
4310 | W VALVE 16 INCH RICHWOOD WATER & SEWER | 14109 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 6,743.30 | 33,716.50 | |||
4315 | W VALVE BOX ADJUST RICHWOOD WATER & SEWER | 14113 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 474.14 | 0.00 | |||
4320 | W VALVE CUT-IN 08 INCH RICHWOOD WATER & SEWER | 14118 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 4,741.38 | 4,741.38 | |||
4325 | W SERV COPPER LONG SIDE 1 IN RICHWOOD WATER & SEWER | 14145 | EACH | 4.00 | 3.000 | 1.000 | 1.000 | 4,425.29 | 4,425.29 | |||
4330 | W SERV COPPER SHORT SIDE 1 IN RICHWOOD WATER & SEWER | 14149 | EACH | 6.00 | 7.000 | 9.000 | 9.000 | 1,264.37 | 11,379.33 | |||
4335 | W SERV COPPER SHORT SIDE 2 IN RICHWOOD WATER & SEWER | 14151 | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 3,371.65 | 20,229.90 | |||
4340 | W SERV COPPER SHORT SIDE 3/4 IN RICHWOOD WATER & SEWER | 14152 | EACH | 7.00 | 8.000 | 4.500 | 4.500 | 1,159.00 | 5,215.50 | |||
4345 | S CONCRETE PIPE ANCHOR RICHWOOD WATER & SEWER | 15010 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,675.29 | 0.00 | |||
4350 | S ENCASEMENT CONCRETE RICHWOOD WATER & SEWER | 15012 | LF | 170.00 | 170.000 | 105.000 | 105.000 | 127.49 | 13,386.45 | |||
4355 | S ENCASEMENT STEEL OPEN CUT RANGE 4 RICHWOOD WATER & SEWER | 15023 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 452.01 | 54,241.20 | |||
4360 | S LATERAL CLEANOUT RICHWOOD WATER & SEWER | 15086 | EACH | 1.00 | 3.000 | 3.000 | 3.000 | 2,899.62 | 8,698.86 | |||
4365 | S LATERAL SHORT SIDE 06 INCH RICHWOOD WATER & SEWER | 15090 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 3,238.89 | 12,955.56 | |||
4370 | S LATERAL SPECIAL RICHWOOD WATER & SEWER | 15091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,684.87 | 0.00 | |||
4375 | S MANHOLE RICHWOOD WATER & SEWER | 15092 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 11,991.48 | 227,838.12 | |||
4380 | S MANHOLE ABANDON/REMOVE RICHWOOD WATER & SEWER | 15093 | EACH | 24.00 | 24.000 | 12.000 | 12.000 | 3,932.19 | 47,186.28 | |||
4385 | S MANHOLE ADJUST TO GRADE RICHWOOD WATER & SEWER | 15094 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 616.38 | 616.38 | |||
4390 | S MANHOLE CASTING STANDARD RICHWOOD WATER & SEWER | 15095 | EACH | 22.00 | 22.000 | 25.000 | 25.000 | 650.10 | 16,252.50 | |||
4395 | S MANHOLE CASTING WATERTIGHT RICHWOOD WATER & SEWER | 15096 | EACH | 10.00 | 10.000 | 7.000 | 7.000 | 738.60 | 5,170.20 | |||
4400 | S MANHOLE SPECIAL RICHWOOD WATER & SEWER | 15098 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,842.91 | 11,842.91 | |||
4405 | S MANHOLE WITH DROP RICHWOOD WATER & SEWER | 15101 | EACH | 12.00 | 13.000 | 13.000 | 13.000 | 11,851.35 | 154,067.55 | |||
4410 | S PIPE DUCTILE IRON 08 INCH RICHWOOD WATER & SEWER | 15104 | LF | 2,341.00 | 2,341.000 | 2,225.920 | 2,225.920 | 360.44 | 802,310.60 | |||
4415 | S PIPE PVC 08 INCH RICHWOOD WATER & SEWER | 15112 | LF | 1,577.00 | 1,577.000 | 1,566.560 | 1,566.560 | 244.39 | 382,851.59 | |||
8001 | W SERV COPPER LONG SIDE 2 IN RICHWOOD WATER & SEWER | 14147 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,895.42 | 3,895.42 | |||
8029 | S BYPASS PUMPING RICHWOOD WATER & SEWER | 15000 | EACH | 0.00 | 15.000 | 11.000 | 11.000 | 6,809.67 | 74,906.37 | |||
8031 | W METER/FIRE SERVICE COMBO VAULT RICHWOOD WATER & SEWER | 14032 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 47,673.73 | 47,673.73 | |||
8051 | S LATERAL LONG SIDE 06 INCH RICHWOOD WATER & SEWER | 15088 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 27,404.90 | 27,404.90 | |||
8052 | W SERVICE SPECIAL RICHWOOD WATER & SEWER | 14086 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,364.83 | 4,364.83 | |||
Project | 0600803881901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
4420 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,695,440.00 | 3,695,440.00 | |||
4425 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,201,018.00 | 0.00 | |||
8145 | D/B CONTRACT PAYMENT RICHWOOD ACCOUNTING RECONCILIATION | 25083EN | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
SUBTOT | $1,465,626.84 |
$84,829,304.31 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
3535-1-0I |
Structural Steel | L S |
0.00 | 0006 | $3951151.550000 | $7,902.30 | ||||||
3535-2-0I |
STEEL, STRUCTURAL | LS |
0.02 | 0009 | $3951151.550000 | $98,778.79 | ||||||
4225-1-0I |
W 08 INCH DUCTILE IRON PIPE | LF |
718.00 | 0009 | $17.790000 | $12,132.37 | ||||||
4230-3-0I |
W 12 INCH DUCTILE IRON PIPE | LF |
280.00 | 0009 | $29.220000 | $7,773.64 | ||||||
4230-2-0I |
W 12 INCH DUCTILE IRON PIPE | LF |
1,955.00 | 0009 | $29.220000 | $54,276.64 | ||||||
4230-1-0I |
W 12 INCH DUCTILE IRON PIPE | LF |
2,453.00 | 0009 | $29.220000 | $68,102.61 | ||||||
3465-1-1I |
Piling | LF |
135.00 | 0011 | $37.910000 | $4,861.96 | ||||||
3465-1-0I |
Piling | LF |
450.00 | 0011 | $37.910000 | $16,206.53 | ||||||
3580-1-0I |
ENVIRONMENT INCIDENT | SQFT |
12,557.00 | 0013 | $3.370000 | $42,317.09 | ||||||
3535-2-1I |
STEEL, STRUCTURAL | LS |
0.01 | 0014 | $3951151.550000 | $51,364.97 | ||||||
3535-1-1I |
Structural Steel | L S |
0.00 | 0014 | $3951151.550000 | $7,902.30 | ||||||
3510-1-0I |
STEEL REINUN 615GR60 | LB |
30,585.00 | 0023 | $0.460000 | $14,069.10 | ||||||
2195-1-0I |
LOAD TRANS ASS CONT | FT |
28,580.00 | 0035 | $6.810000 | $184,898.31 | ||||||
4010-1-0I |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0035 | $1051.137000 | $9,675.00 | ||||||
4050-1-0I |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0035 | $250.000000 | $2,850.00 | ||||||
4085-1-0I |
WIRE, ELECTRICAL | EACH |
3,000.00 | 0035 | $0.348740 | $993.90 | ||||||
4090-1-0I |
WIRE, ELECTRICAL | EACH |
6,000.00 | 0035 | $1.287900 | $4,500.00 | ||||||
4105-2-0I |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0035 | $111.300000 | $2,854.85 | ||||||
4105-1-0I |
TRAFFIC INCIDENTAL | EACH |
27.00 | 0035 | $86.920000 | $2,229.50 | ||||||
2195-4-0I |
DOWEL BARS, EP 615 | EACH |
18,000.00 | 0039 | $2.070000 | $35,397.00 | ||||||
2195-3-0I |
HOOK BOLTS | EACH |
3,820.00 | 0039 | $3.434420 | $12,463.52 | ||||||
2195-2-0I |
HOOK BOLTS | EACH |
3,820.00 | 0039 | $3.225000 | $11,703.52 | ||||||
3530-1-0I |
STAY IN PL FORMS | EACH |
1,548.00 | 0039 | $17.134190 | $25,197.54 | ||||||
3550-1-0I |
PIPE, DUCTILE IRON | LF |
656.00 | 0039 | $134.090000 | $83,564.88 | ||||||
3530-2-0I |
STL REINEXCO 615GR60 | LB |
32,479.00 | 0040 | $0.555970 | $17,154.47 | ||||||
4015-4-0I |
TRAFFIC INCIDENTAL | EACH |
17.00 | 0040 | $10151.495290 | $163,946.65 | ||||||
4015-3-0I |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0040 | $5304.542860 | $35,275.21 | ||||||
4015-2-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0040 | $2647.615000 | $10,060.94 | ||||||
4015-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $5304.240000 | $10,078.05 | ||||||
4035-1-0I |
TRAFFIC INCIDENTAL | EACH |
25.00 | 0040 | $405.768000 | $9,636.99 | ||||||
4055-2-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $1389.035000 | $2,639.16 | ||||||
4055-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $1601.777500 | $3,043.38 | ||||||
4130-3-0I |
TRAFFIC INCIDENTAL | EACH |
12.00 | 0040 | $523.198330 | $5,964.46 | ||||||
4130-2-0I |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0040 | $424.000000 | $3,625.20 | ||||||
4130-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0040 | $398.825000 | $1,515.53 | ||||||
3635-1-0I |
VIBAFLEX 1/2" X 4' x 8' | EACH |
400.00 | 0041 | $90.359970 | $34,336.79 | ||||||
4015-5-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0041 | $5304.505000 | $40,314.23 | ||||||
4135-1-0I |
TRAFFIC INCIDENTAL | EACH |
111.00 | 0043 | $853.500000 | $94,738.50 | ||||||
3740-1-0I |
SIGN SHEET TY III | SQFT |
1,598.00 | 0044 | $8.405420 | $12,760.26 | ||||||
3745-1-0I |
SIGN SHEET TY III | SQFT |
1,598.00 | 0044 | $8.405420 | $12,760.26 | ||||||
3750-1-0I |
SIGN SHEET TY III | SQFT |
1,598.00 | 0044 | $8.405420 | $12,760.26 | ||||||
3775-1-0I |
OH SIGN SUPPORT 120' SPAN | EACH |
1.00 | 0045 | $83750.000000 | $79,562.50 | ||||||
3780-1-0I |
OH SIGN SUPPORT 130' SPAN | EACH |
1.00 | 0045 | $87000.000000 | $82,650.00 | ||||||
3410-1-0I |
16GA CMP 30-IN | LF |
360.00 | 0046 | $69.430000 | $23,745.00 | ||||||
4055-3-0I |
CABINET RISER BASE | EACH |
1.00 | 0048 | $7732.700000 | $7,346.06 | ||||||
4065-1-0I |
R S CONDUIT | LF |
1,250.00 | 0048 | $8.692000 | $10,321.75 | ||||||
4070-1-0I |
R S CONDUIT | LF |
1,200.00 | 0048 | $19.716000 | $21,600.00 | ||||||
4430-1-0I |
POST TENSION MISC. MATERIALS | LS |
1.00 | 0054 | $16881.850000 | $16,037.00 | ||||||
3415-2-0I |
STEEL REINUN 615GR60 | LB |
46,660.00 | 0055 | $0.535300 | $23,728.26 | ||||||
3415-1-0I |
STEEL REINUN 615GR60 | LB |
39,521.00 | 0055 | $0.535300 | $20,097.83 | ||||||
3505-2-0I |
STEEL REINUN 615GR60 | LB |
13,835.00 | 0055 | $0.535300 | $7,035.60 | ||||||
3505-1-0I |
STEEL REINUN 615GR60 | LB |
13,597.00 | 0055 | $0.535300 | $6,914.58 | ||||||
3525-1-0I |
STL REINEXCO 615GR60 | LB |
27,909.00 | 0055 | $0.595720 | $15,794.64 | ||||||
3605-2-0I |
STEEL REINUN 615GR60 | LB |
28,810.00 | 0055 | $0.535300 | $14,650.89 | ||||||
3605-1-0I |
STL REINEXCO 615GR60 | LB |
327.00 | 0055 | $0.595710 | $185.06 | ||||||
3630-1-0I |
PPC I-BEAM TY HN 42-49 | LF |
1,960.00 | 0055 | $230.474280 | $429,143.12 | ||||||
3410-3-0I |
REINFORCING TIE STR | SQFT |
10,184.98 | 0063 | $6.572000 | $63,588.90 | ||||||
3410-2-0I |
REINFORCING TIE STR | SQFT |
12,972.30 | 0063 | $6.572000 | $80,991.26 | ||||||
3410-4-0I |
MISC PRECAST | SF |
2,244.73 | 0064 | $10.563490 | $20,440.98 | ||||||
3495-1-0I |
STAY IN PL FORMS | LB |
27,578.00 | 0070 | $1.314140 | $34,429.31 | ||||||
2990-1-0I |
STL REINEXCO 615GR60 | LB |
30,402.00 | 0072 | $0.622220 | $17,970.88 | ||||||
4230-3-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
280.00 | 0011 | $29.220000 | $-7,773.64 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
518.00 | 0011 | $29.220000 | $-14,381.23 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
518.00 | 0011 | $29.220000 | $-14,381.23 | ||||||
3535-2-0A |
STEEL, STRUCTURAL | LS |
0.01 | 0013 | $3951151.550000 | $-51,364.97 | ||||||
3535-1-0A |
Structural Steel | L S |
0.00 | 0013 | $3951151.550000 | $-7,902.30 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
140.00 | 0014 | $29.220000 | $-3,886.82 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
140.00 | 0014 | $29.220000 | $-3,886.82 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
192.40 | 0015 | $29.220000 | $-5,341.60 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
192.40 | 0015 | $29.220000 | $-5,341.60 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
100.00 | 0016 | $29.220000 | $-2,776.30 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
100.00 | 0016 | $29.220000 | $-2,776.30 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
643.50 | 0017 | $29.220000 | $-17,865.48 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
643.50 | 0017 | $29.220000 | $-17,865.48 | ||||||
4230-2-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
361.10 | 0018 | $29.220000 | $-10,025.21 | ||||||
4230-1-0A |
W 12 INCH DUCTILE IRON PIPE | LF |
859.10 | 0018 | $29.220000 | $-23,851.18 | ||||||
3535-2-0A |
STEEL, STRUCTURAL | LS |
0.01 | 0021 | $3951151.550000 | $-47,413.82 | ||||||
3535-1-1A |
Structural Steel | L S |
0.00 | 0021 | $3951151.550000 | $-7,902.30 | ||||||
4225-1-0A |
W 08 INCH DUCTILE IRON PIPE | LF |
40.00 | 0021 | $17.790000 | $-675.90 | ||||||
4225-1-0A |
W 08 INCH DUCTILE IRON PIPE | LF |
599.00 | 0022 | $17.790000 | $-10,121.57 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
1,337.00 | 0024 | $3.370000 | $-4,505.69 | ||||||
4225-1-0A |
W 08 INCH DUCTILE IRON PIPE | LF |
79.00 | 0024 | $17.790000 | $-1,334.90 | ||||||
3510-1-0A |
STEEL REINUN 615GR60 | LB |
8,864.00 | 0027 | $0.460000 | $-4,077.44 | ||||||
3510-1-0A |
STEEL REINUN 615GR60 | LB |
11,367.52 | 0028 | $0.460000 | $-5,229.06 | ||||||
3465-1-1A |
Piling | LF |
135.00 | 0034 | $37.910000 | $-4,861.96 | ||||||
3465-1-0A |
Piling | LF |
450.00 | 0034 | $37.910000 | $-16,206.53 | ||||||
3510-1-0A |
STEEL REINUN 615GR60 | LB |
4,597.00 | 0035 | $0.460000 | $-2,114.62 | ||||||
3510-1-0A |
STEEL REINUN 615GR60 | LB |
4,925.00 | 0036 | $0.460000 | $-2,265.50 | ||||||
3510-1-0A |
STEEL REINUN 615GR60 | LB |
831.48 | 0037 | $0.460000 | $-382.48 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
2,146.00 | 0038 | $3.370000 | $-7,232.02 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
2,341.32 | 0039 | $2.070000 | $-4,604.22 | ||||||
2195-3-0A |
HOOK BOLTS | EACH |
2,341.32 | 0039 | $3.434420 | $-7,639.05 | ||||||
2195-2-0A |
HOOK BOLTS | EACH |
2,341.32 | 0039 | $3.225000 | $-7,173.24 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,755.99 | 0039 | $6.810000 | $-11,360.42 | ||||||
3550-1-0A |
PIPE, DUCTILE IRON | LF |
227.00 | 0039 | $134.090000 | $-28,916.51 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
581.00 | 0039 | $3.370000 | $-1,957.97 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
633.73 | 0040 | $2.070000 | $-1,246.24 | ||||||
2195-3-0A |
HOOK BOLTS | EACH |
633.73 | 0040 | $3.434420 | $-2,067.69 | ||||||
2195-2-0A |
HOOK BOLTS | EACH |
633.73 | 0040 | $3.225000 | $-1,941.61 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
475.30 | 0040 | $6.810000 | $-3,074.97 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
787.00 | 0040 | $3.370000 | $-2,652.19 | ||||||
4015-3-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $5304.542860 | $-10,078.63 | ||||||
4015-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $2647.615000 | $-5,030.47 | ||||||
4015-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $5304.240000 | $-10,078.05 | ||||||
4015-4-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0040 | $10151.495290 | $-19,287.84 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
1,041.94 | 0041 | $2.070000 | $-2,048.98 | ||||||
2195-3-0A |
HOOK BOLTS | EACH |
844.93 | 0041 | $3.434420 | $-2,756.78 | ||||||
2195-2-0A |
HOOK BOLTS | EACH |
844.93 | 0041 | $3.225000 | $-2,588.67 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
781.45 | 0041 | $6.810000 | $-5,055.64 | ||||||
4055-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0041 | $1389.035000 | $-1,319.58 | ||||||
4055-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0041 | $1601.777500 | $-1,521.69 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
110.40 | 0042 | $2.070000 | $-217.10 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
82.80 | 0042 | $6.810000 | $-535.67 | ||||||
3550-1-0A |
PIPE, DUCTILE IRON | LF |
113.50 | 0042 | $134.090000 | $-14,458.25 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
270.00 | 0042 | $3.370000 | $-909.90 | ||||||
4050-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0042 | $250.000000 | $-1,425.00 | ||||||
4090-1-0A |
WIRE, ELECTRICAL | EACH |
3,435.00 | 0042 | $1.287900 | $-2,576.25 | ||||||
4105-2-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0042 | $111.300000 | $-317.21 | ||||||
4105-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0042 | $86.920000 | $-247.72 | ||||||
3550-1-0A |
PIPE, DUCTILE IRON | LF |
315.50 | 0043 | $134.090000 | $-40,190.12 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
810.00 | 0043 | $3.370000 | $-2,729.70 | ||||||
4010-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $1051.137000 | $-4,837.50 | ||||||
4085-1-0A |
WIRE, ELECTRICAL | EACH |
792.00 | 0043 | $0.348740 | $-262.39 | ||||||
4130-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0043 | $398.825000 | $-1,515.53 | ||||||
4130-3-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $523.198330 | $-2,982.23 | ||||||
4130-2-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0043 | $424.000000 | $-2,416.80 | ||||||
3530-2-0A |
STL REINEXCO 615GR60 | LB |
32,476.00 | 0044 | $0.555970 | $-17,152.89 | ||||||
3530-1-0A |
STAY IN PL FORMS | EACH |
1,547.80 | 0044 | $17.134190 | $-25,194.38 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
540.00 | 0044 | $3.370000 | $-1,819.80 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
380.06 | 0044 | $8.405420 | $-3,034.83 | ||||||
4010-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0044 | $1051.137000 | $-4,837.50 | ||||||
4015-5-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0044 | $5304.505000 | $-15,117.84 | ||||||
4015-4-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0044 | $10151.495290 | $-28,931.76 | ||||||
4015-3-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0044 | $5304.542860 | $-15,117.95 | ||||||
4015-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0044 | $2647.615000 | $-5,030.47 | ||||||
4050-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0044 | $250.000000 | $-1,425.00 | ||||||
4085-1-0A |
WIRE, ELECTRICAL | EACH |
655.00 | 0044 | $0.348740 | $-217.00 | ||||||
4090-1-0A |
WIRE, ELECTRICAL | EACH |
2,565.00 | 0044 | $1.287900 | $-1,923.75 | ||||||
4105-2-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0044 | $111.300000 | $-211.47 | ||||||
4105-1-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0044 | $86.920000 | $-165.15 | ||||||
4130-3-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0044 | $523.198330 | $-2,982.23 | ||||||
4130-2-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0044 | $424.000000 | $-1,208.40 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
1,913.77 | 0045 | $2.070000 | $-3,763.44 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,435.33 | 0045 | $6.810000 | $-9,285.88 | ||||||
3635-1-0A |
VIBAFLEX 1/2" X 4' x 8' | EACH |
400.00 | 0045 | $90.359970 | $-34,336.79 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
-380.06 | 0045 | $8.405420 | $3,034.83 | ||||||
3745-1-0A |
SIGN SHEET TY III | SQFT |
187.81 | 0045 | $8.405420 | $-1,499.69 | ||||||
3750-1-0A |
SIGN SHEET TY III | SQFT |
192.25 | 0045 | $8.405420 | $-1,535.14 | ||||||
4055-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0045 | $1601.777500 | $-1,521.69 | ||||||
4055-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0045 | $1389.035000 | $-1,319.58 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
2,064.01 | 0046 | $2.070000 | $-4,058.89 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,548.01 | 0046 | $6.810000 | $-10,014.86 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
563.86 | 0047 | $2.070000 | $-1,108.84 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
422.89 | 0047 | $6.810000 | $-2,735.94 | ||||||
3745-1-0A |
SIGN SHEET TY III | SQFT |
27.00 | 0048 | $8.405420 | $-215.60 | ||||||
3750-1-0A |
SIGN SHEET TY III | SQFT |
10.00 | 0048 | $8.405420 | $-79.85 | ||||||
4105-2-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0048 | $111.300000 | $-105.74 | ||||||
4105-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0048 | $86.920000 | $-82.57 | ||||||
4085-1-0A |
WIRE, ELECTRICAL | EACH |
10.00 | 0049 | $0.348740 | $-3.31 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
69.58 | 0050 | $2.070000 | $-136.84 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
52.18 | 0050 | $6.810000 | $-337.63 | ||||||
4065-1-0A |
R S CONDUIT | LF |
115.00 | 0053 | $8.692000 | $-949.60 | ||||||
4070-1-0A |
R S CONDUIT | LF |
345.00 | 0053 | $19.716000 | $-6,210.00 | ||||||
4070-1-0A |
R S CONDUIT | LF |
619.00 | 0054 | $19.716000 | $-11,142.00 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
4.00 | 0055 | $2.070000 | $-7.87 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
3.00 | 0055 | $6.810000 | $-19.41 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
2,298.09 | 0056 | $2.070000 | $-4,519.21 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,723.57 | 0056 | $6.810000 | $-11,150.65 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
347.50 | 0056 | $8.405420 | $-2,774.84 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
989.92 | 0057 | $2.070000 | $-1,946.69 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
742.44 | 0057 | $6.810000 | $-4,803.25 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
956.81 | 0058 | $2.070000 | $-1,881.58 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
717.61 | 0058 | $6.810000 | $-4,642.59 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
136.50 | 0058 | $8.405420 | $-1,089.97 | ||||||
4015-5-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0058 | $5304.505000 | $-10,078.56 | ||||||
4015-4-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0058 | $10151.495290 | $-19,287.84 | ||||||
4015-3-0A |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0058 | $5304.542860 | $-10,078.63 | ||||||
4055-3-0A |
CABINET RISER BASE | EACH |
1.00 | 0058 | $7732.700000 | $-7,346.06 | ||||||
4135-1-0A |
TRAFFIC INCIDENTAL | EACH |
29.00 | 0058 | $853.500000 | $-24,751.50 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
2,014.00 | 0059 | $2.070000 | $-3,960.55 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,510.50 | 0059 | $6.810000 | $-9,772.22 | ||||||
3775-1-0A |
OH SIGN SUPPORT 120' SPAN | EACH |
1.00 | 0059 | $83750.000000 | $-79,562.50 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
1,719.21 | 0060 | $2.070000 | $-3,380.84 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,289.41 | 0060 | $6.810000 | $-8,341.85 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
1,201.08 | 0061 | $2.070000 | $-2,361.92 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
900.81 | 0061 | $6.810000 | $-5,827.79 | ||||||
4065-1-0A |
R S CONDUIT | LF |
22.00 | 0061 | $8.692000 | $-181.66 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
20.21 | 0062 | $2.070000 | $-39.75 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
15.16 | 0062 | $6.810000 | $-98.09 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
4.26 | 0064 | $2.070000 | $-8.39 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
3.19 | 0064 | $6.810000 | $-20.69 | ||||||
3605-1-0A |
STL REINEXCO 615GR60 | LB |
69.48 | 0064 | $0.595710 | $-39.33 | ||||||
3605-2-0A |
STEEL REINUN 615GR60 | LB |
6,122.12 | 0064 | $0.535300 | $-3,113.31 | ||||||
3505-2-0A |
STEEL REINUN 615GR60 | LB |
4,534.92 | 0065 | $0.535300 | $-2,306.18 | ||||||
3505-1-0A |
STEEL REINUN 615GR60 | LB |
4,534.92 | 0065 | $0.535300 | $-2,306.18 | ||||||
3605-2-0A |
STEEL REINUN 615GR60 | LB |
22,687.87 | 0065 | $0.535300 | $-11,537.58 | ||||||
3605-1-0A |
STL REINEXCO 615GR60 | LB |
257.51 | 0065 | $0.595710 | $-145.73 | ||||||
3410-4-0A |
MISC PRECAST | SF |
1,270.57 | 0066 | $10.563490 | $-11,570.08 | ||||||
3410-3-0A |
REINFORCING TIE STR | SQFT |
1,270.57 | 0066 | $6.572000 | $-7,932.68 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
1,270.57 | 0066 | $6.572000 | $-7,932.68 | ||||||
3410-1-0A |
16GA CMP 30-IN | LF |
360.00 | 0066 | $69.430000 | $-23,745.00 | ||||||
3505-2-0A |
STEEL REINUN 615GR60 | LB |
4,350.26 | 0066 | $0.535300 | $-2,212.27 | ||||||
3505-1-0A |
STEEL REINUN 615GR60 | LB |
4,350.26 | 0066 | $0.535300 | $-2,212.27 | ||||||
2195-4-0A |
DOWEL BARS, EP 615 | EACH |
53.72 | 0067 | $2.070000 | $-105.65 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
627.08 | 0067 | $6.810000 | $-4,056.92 | ||||||
3410-4-0A |
MISC PRECAST | SF |
974.16 | 0067 | $10.563490 | $-8,870.90 | ||||||
3410-3-0A |
REINFORCING TIE STR | SQFT |
3,302.35 | 0067 | $6.572000 | $-20,617.89 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
3,302.35 | 0067 | $6.572000 | $-20,617.89 | ||||||
3745-1-0A |
SIGN SHEET TY III | SQFT |
30.50 | 0067 | $8.405420 | $-243.55 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
369.04 | 0068 | $6.810000 | $-2,387.52 | ||||||
3410-3-0A |
REINFORCING TIE STR | SQFT |
2,579.33 | 0068 | $6.572000 | $-16,103.79 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
2,579.33 | 0068 | $6.572000 | $-16,103.79 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
509.62 | 0069 | $6.810000 | $-3,297.00 | ||||||
3410-3-0A |
REINFORCING TIE STR | SQFT |
3,032.73 | 0069 | $6.572000 | $-18,934.54 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
3,558.54 | 0069 | $6.572000 | $-22,217.39 | ||||||
3505-2-0A |
STEEL REINUN 615GR60 | LB |
4,869.70 | 0069 | $0.535300 | $-2,476.42 | ||||||
3505-1-0A |
STEEL REINUN 615GR60 | LB |
4,711.81 | 0069 | $0.535300 | $-2,396.13 | ||||||
3525-1-0A |
STL REINEXCO 615GR60 | LB |
4,258.10 | 0069 | $0.595720 | $-2,409.80 | ||||||
4070-1-0A |
R S CONDUIT | LF |
160.00 | 0069 | $19.716000 | $-2,880.00 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
892.42 | 0070 | $6.810000 | $-5,773.52 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
1,241.52 | 0070 | $6.572000 | $-7,751.31 | ||||||
3505-2-0A |
STEEL REINUN 615GR60 | LB |
80.11 | 0070 | $0.535300 | $-40.73 | ||||||
3525-1-0A |
STL REINEXCO 615GR60 | LB |
7,645.06 | 0070 | $0.595720 | $-4,326.60 | ||||||
4065-1-0A |
R S CONDUIT | LF |
110.00 | 0070 | $8.692000 | $-908.31 | ||||||
4070-1-0A |
R S CONDUIT | LF |
76.00 | 0070 | $19.716000 | $-1,368.00 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
603.60 | 0071 | $6.810000 | $-3,905.03 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
982.63 | 0071 | $6.572000 | $-6,134.95 | ||||||
3525-1-0A |
STL REINEXCO 615GR60 | LB |
2,811.94 | 0071 | $0.595720 | $-1,591.37 | ||||||
3630-1-0A |
PPC I-BEAM TY HN 42-49 | LF |
631.19 | 0071 | $230.474280 | $-138,199.41 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
380.66 | 0072 | $6.810000 | $-2,462.71 | ||||||
3410-2-0A |
REINFORCING TIE STR | SQFT |
37.36 | 0072 | $6.572000 | $-233.25 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
688.44 | 0072 | $3.370000 | $-2,320.04 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
3,500.63 | 0073 | $0.535300 | $-1,780.20 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
2,965.03 | 0073 | $0.535300 | $-1,507.83 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
1,484.99 | 0073 | $3.370000 | $-5,004.42 | ||||||
3630-1-0A |
PPC I-BEAM TY HN 42-49 | LF |
1,328.81 | 0073 | $230.474280 | $-290,943.71 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
1,750.31 | 0074 | $0.535300 | $-890.10 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
1,482.51 | 0074 | $0.535300 | $-753.91 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
231.62 | 0074 | $3.370000 | $-780.56 | ||||||
4065-1-0A |
R S CONDUIT | LF |
85.17 | 0074 | $8.692000 | $-703.28 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
3,764.55 | 0075 | $0.535300 | $-1,914.41 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
3,188.57 | 0075 | $0.535300 | $-1,621.50 | ||||||
3495-1-0A |
STAY IN PL FORMS | LB |
538.50 | 0075 | $1.314140 | $-672.28 | ||||||
3525-1-0A |
STL REINEXCO 615GR60 | LB |
13,193.90 | 0075 | $0.595720 | $-7,466.87 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
334.63 | 0075 | $3.370000 | $-1,127.70 | ||||||
4065-1-0A |
R S CONDUIT | LF |
255.00 | 0075 | $8.692000 | $-2,105.64 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
648.25 | 0076 | $8.405420 | $-5,176.37 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
3,764.47 | 0077 | $0.535300 | $-1,914.37 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
3,188.50 | 0077 | $0.535300 | $-1,621.47 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
334.73 | 0077 | $3.370000 | $-1,128.04 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
7,528.94 | 0078 | $0.535300 | $-3,828.74 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
6,377.01 | 0078 | $0.535300 | $-3,242.94 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
669.46 | 0078 | $3.370000 | $-2,256.08 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
2,191.15 | 0079 | $6.810000 | $-14,175.66 | ||||||
2990-1-0A |
STL REINEXCO 615GR60 | LB |
30,401.99 | 0079 | $0.622220 | $-17,970.88 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
3,764.47 | 0079 | $0.535300 | $-1,914.37 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
3,188.50 | 0079 | $0.535300 | $-1,621.47 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
334.73 | 0079 | $3.370000 | $-1,128.04 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
1,276.50 | 0080 | $6.810000 | $-8,258.36 | ||||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
15,057.89 | 0080 | $0.535300 | $-7,657.47 | ||||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
12,754.02 | 0080 | $0.535300 | $-6,485.87 | ||||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
1,338.92 | 0080 | $3.370000 | $-4,512.16 | ||||||
3740-1-0A |
SIGN SHEET TY III | SQFT |
330.00 | 0080 | $8.405420 | $-2,635.10 | ||||||
3780-1-0A |
OH SIGN SUPPORT 130' SPAN | EACH |
1.00 | 0080 | $87000.000000 | $-82,650.00 | ||||||
4065-1-0A |
R S CONDUIT | LF |
430.00 | 0080 | $8.692000 | $-3,550.68 | ||||||
2195-1-0A |
LOAD TRANS ASS CONT | FT |
2,245.72 | 0081 | $6.810000 | -14,528.74 | $-14,528.74 | |||||
3415-2-0A |
STEEL REINUN 615GR60 | LB |
5,646.63 | 0081 | $0.535300 | -2,871.51 | $-2,871.51 | |||||
3415-1-0A |
STEEL REINUN 615GR60 | LB |
4,782.69 | 0081 | $0.535300 | -2,432.17 | $-2,432.17 | |||||
3580-1-0A |
ENVIRONMENT INCIDENT | SQFT |
668.48 | 0081 | $3.370000 | -2,252.78 | $-2,252.78 | |||||
3535-21C |
STEEL, STRUCTURAL | LS |
0.00 | 0021 | $3951151.538462 | $-51,364.97 | ||||||
SUBTOT | $311,141.80 |
Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0001 PAVING-536 | ||||||
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 |
0585 | DGA BASE MT. ZION PAVEMENT | 00001 | TON | 39,376.00 | 36,711.220 | 912.210 | 37,871.690 | 38,783.900 | 28.16 | 25,687.83 | 1,092,154.62 |
0590 | DRAINAGE BLANKET-TYPE II-ASPH MT. ZION PAVEMENT | 00018 | TON | 8,905.00 | 8,905.000 | 30.240 | 9,280.460 | 9,310.700 | 66.77 | 2,019.12 | 621,675.43 |
0595 | TRAFFIC BOUND BASE MT. ZION PAVEMENT | 00020 | TON | 690.00 | 690.000 | 0.000 | 0.000 | 49.21 | 0.00 | ||
0600 | CRUSHED AGGREGATE SIZE NO 2 MT. ZION PAVEMENT | 00078 | TON | 32,943.00 | 32,943.000 | 34,460.060 | 34,460.060 | 30.23 | 1,041,727.61 | ||
0605 | ASPHALT SEAL AGGREGATE MT. ZION PAVEMENT | 00100 | TON | 64.00 | 64.000 | 0.000 | 0.000 | 211.16 | 0.00 | ||
0610 | ASPHALT SEAL COAT MT. ZION PAVEMENT | 00103 | TON | 8.00 | 8.000 | 0.000 | 0.000 | 800.69 | 0.00 | ||
0615 | LEVELING & WEDGING PG64-22 MT. ZION PAVEMENT | 00190 | TON | 3,332.00 | 3,332.000 | 1,870.050 | 1,870.050 | 90.24 | 168,753.31 | ||
0620 | ASPHALT SCRATCH COURSE PG64-22 MT. ZION PAVEMENT | 00191 | TON | 1,576.00 | 1,576.000 | 0.000 | 0.000 | 94.48 | 0.00 | ||
0625 | CL2 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT | 00212 | TON | 5,545.00 | 4,588.660 | 2,571.340 | 2,571.340 | 75.72 | 194,701.86 | ||
0630 | CL3 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT | 00214 | TON | 14,995.00 | 14,995.000 | 14,692.690 | 14,692.690 | 68.96 | 1,013,207.90 | ||
0635 | CL4 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT | 00217 | TON | 4,830.00 | 4,830.000 | 5,477.530 | 5,477.530 | 71.84 | 393,505.75 | ||
0640 | CL2 ASPH BASE 0.75D PG64-22 MT. ZION PAVEMENT | 00221 | TON | 888.00 | 888.000 | 0.000 | 0.000 | 82.29 | 0.00 | ||
0645 | CL3 ASPH BIND 0.50D PG64-22 MT. ZION PAVEMENT | 00274 | TON | 526.00 | 526.000 | 0.000 | 0.000 | 94.71 | 0.00 | ||
0650 | CL4 ASPH BIND 0.50D PG76-22 MT. ZION PAVEMENT | 00279 | TON | 1,337.00 | 1,337.000 | 1,677.180 | 1,677.180 | 97.88 | 164,162.37 | ||
0655 | CL2 ASPH SURF 0.38D PG64-22 MT. ZION PAVEMENT | 00301 | TON | 2,873.00 | 2,472.890 | 0.000 | 0.000 | 90.61 | 0.00 | ||
0660 | ASPHALT PLACEMENT WITH MTV MT. ZION PAVEMENT | 00338 | TON | 8,845.00 | 8,845.000 | 0.000 | 0.000 | 3.72 | 0.00 | ||
0665 | CL3 ASPH SURF 0.38D PG64-22 MT. ZION PAVEMENT | 00339 | TON | 316.00 | 316.000 | 0.000 | 0.000 | 105.00 | 0.00 | ||
0670 | CL4 ASPH SURF 0.38A PG76-22 MT. ZION PAVEMENT | 00342 | TON | 1,204.00 | 1,204.000 | 0.000 | 0.000 | 95.25 | 0.00 | ||
0675 | ASPHALT MATERIAL FOR TACK MT. ZION PAVEMENT | 00356 | TON | 119.00 | 119.000 | 9.476 | 9.476 | 1,125.37 | 10,664.00 | ||
0680 | PCC BASE-10 IN MT. ZION PAVEMENT | 02065 | SQYD | 238.70 | 238.700 | 0.000 | 0.000 | 92.05 | 0.00 | ||
0685 | CEM CONC ENT PAVEMENT-8 IN MT. ZION PAVEMENT | 02101 | SQYD | 1,264.00 | 1,289.000 | 98.000 | 98.000 | 87.07 | 8,532.86 | ||
0690 | MOBILIZATION FOR MILL & TEXT MT. ZION PAVEMENT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,776.68 | 2,776.68 | ||
0695 | ASPHALT PAVE MILLING & TEXTURING MT. ZION PAVEMENT | 02677 | TON | 3,332.00 | 3,332.000 | 1,081.900 | 1,081.900 | 20.66 | 22,352.05 | ||
0700 | CL3 ASPH SURF 0.38A PG64-22 MT. ZION PAVEMENT | 22906ES403 | TON | 4,728.00 | 4,728.000 | 0.000 | 0.000 | 86.89 | 0.00 | ||
0705 | INTELLIGENT COMPACTION FOR ASPHALT MT. ZION PAVEMENT | 24781EC | TON | 1.00 | 1.000 | 0.862 | 0.862 | 33,660.24 | 29,015.12 | ||
0710 | PAVE MOUNT INFRARED TEMP EQUIPMENT MT. ZION PAVEMENT | 24891EC | SF | 1.00 | 1.000 | 0.862 | 0.862 | 13,334.39 | 11,494.24 | ||
0715 | FULL-DEPTH ASPH PAVEMENT TEMPORARY PAVEMENT | 23764EC | SQYD | 5,440.00 | 5,440.000 | 180.000 | 180.000 | 30.56 | 5,500.80 | ||
0720 | HMA ELECTRONIC DELIVERY MGMT SYSTEM MT. ZION PAVEMENT | 24986EC | LS | 1.00 | 1.000 | 0.862 | 0.862 | 40,003.15 | 34,482.71 | ||
8023 | DGA BASE MT. ZION PAVEMENT TEMPORARY | 00001 | TON | 0.00 | 2,714.000 | 804.530 | 804.530 | 28.16 | 22,655.56 | ||
8024 | CL2 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT TEMPORARY | 00212 | TON | 0.00 | 974.000 | 1,104.100 | 1,104.100 | 75.72 | 83,602.45 | ||
8025 | CL2 ASPH SURF 0.38D PG64-22 MT. ZION PAVEMENT TEMPORARY | 00301 | TON | 0.00 | 406.000 | 22.350 | 22.350 | 90.61 | 2,025.13 | ||
8079 | NON-SPEC MATERIAL NON-SPEC MATERIAL DGA BASE MT. ZION PAVEMENT | 10070NS | DOLL | 0.00 | -9,807.200 | -9,807.200 | -9,807.200 | 1.00 | -9,807.20 | ||
Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0002 ROADWAY-536 | ||||||
0725 | ENTRANCE PIPE-15 IN MT. ZION ROADWAY | 00440 | LF | 38.00 | 54.000 | 54.000 | 54.000 | 97.99 | 5,291.46 | ||
0730 | PERFORATED PIPE-4 IN MT. ZION ROADWAY | 01000 | LF | 13,282.00 | 13,294.000 | 68.000 | 7,529.000 | 7,597.000 | 6.32 | 429.76 | 48,013.04 |
0735 | PERFORATED PIPE-6 IN MT. ZION ROADWAY | 01001 | LF | 26.00 | 26.000 | 20.000 | 20.000 | 99.04 | 1,980.80 | ||
0740 | PERFORATED PIPE-8 IN MT. ZION ROADWAY | 01002 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 105.36 | 0.00 | ||
0745 | NON-PERFORATED PIPE-4 IN MT. ZION ROADWAY | 01010 | LF | 2,005.00 | 2,005.000 | 5.000 | 5.000 | 18.97 | 94.85 | ||
0750 | INSPECT & CERTIFY EDGE DRAIN SYSTEM MT. ZION ROADWAY | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,321.85 | 0.00 | ||
0755 | PERF PIPE HEADWALL TY 2-4 IN MT. ZION ROADWAY | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 632.18 | 0.00 | ||
0760 | PERF PIPE HEADWALL TY 3-4 IN MT. ZION ROADWAY | 01028 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 632.18 | 0.00 | ||
0765 | REMOVE PIPE MT. ZION ROADWAY | 01310 | LF | 694.00 | 694.000 | 489.000 | 489.000 | 72.70 | 35,550.30 | ||
0770 | CORED HOLE DRAINAGE BOX CON-4 IN MT. ZION ROADWAY | 01740 | EACH | 8.00 | 9.000 | 6.000 | 6.000 | 316.09 | 1,896.54 | ||
0775 | ADJUST MANHOLE FRAME TO GRADE MT. ZION ROADWAY | 01791 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 612.17 | 612.17 | ||
0780 | ADJUST MANHOLE FRAME TO GRADE MT. ZION ROADWAY | 01791 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 612.17 | 0.00 | ||
0785 | STANDARD CURB AND GUTTER MT. ZION ROADWAY | 01810 | LF | 22,441.00 | 21,668.000 | 1,259.500 | 20,091.000 | 21,350.500 | 23.49 | 29,585.65 | 501,523.24 |
0790 | BARRIER CURB AND GUTTER MT. ZION ROADWAY | 01815 | LF | 7,089.00 | 7,089.000 | 824.800 | 6,759.400 | 7,584.200 | 29.01 | 23,927.44 | 220,017.64 |
0795 | LIP INTEGRAL CURB MT. ZION ROADWAY | 01840 | LF | 95.00 | 95.000 | 88.200 | 88.200 | 52.23 | 4,606.68 | ||
0800 | STANDARD HEADER CURB MT. ZION ROADWAY | 01875 | LF | 3,056.00 | 2,940.000 | 1,958.200 | 1,958.200 | 28.15 | 55,123.33 | ||
0805 | STANDARD BARRIER MEDIAN TYPE 2 MT. ZION ROADWAY | 01917 | SQYD | 20.40 | 20.400 | 8.100 | 8.100 | 155.36 | 1,258.41 | ||
0810 | STANDARD BARRIER MEDIAN TYPE 4 MT. ZION ROADWAY | 01921 | SQYD | 441.70 | 441.700 | 0.000 | 0.000 | 96.54 | 0.00 | ||
0815 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE MT. ZION ROADWAY | 01982 | EACH | 14.00 | 14.000 | 4.000 | 4.000 | 7.00 | 28.00 | ||
0820 | CURB TO BARRIER WALL TRANS MT. ZION ROADWAY | 02001 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 7,364.98 | 14,729.96 | ||
0825 | BARRICADE-TYPE III MT. ZION ROADWAY | 02014 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 100.00 | 2,000.00 | ||
0830 | REMOVE PAVEMENT MT. ZION ROADWAY | 02091 | SQYD | 34,950.00 | 34,950.000 | 34,950.000 | 34,950.000 | 8.85 | 309,307.50 | ||
0835 | TEMP DITCH MT. ZION ROADWAY | 02159 | LF | 6,500.00 | 6,500.000 | 0.000 | 0.000 | 0.12 | 0.00 | ||
0840 | ROADWAY EXCAVATION MT. ZION ROADWAY | 02200 | CUYD | 191,328.00 | 191,328.000 | 191,328.000 | 191,328.000 | 10.15 | 1,941,979.20 | ||
0845 | STRUCTURE GRANULAR BACKFILL MT. ZION ROADWAY | 02231 | CUYD | 1,600.00 | 1,600.000 | 1,600.000 | 1,600.000 | 68.49 | 109,584.00 | ||
0850 | WATER MT. ZION ROADWAY | 02242 | MGAL | 1,000.00 | 1,000.000 | 880.000 | 880.000 | 1.58 | 1,390.40 | ||
0855 | GUARDRAIL-STEEL W BEAM-S FACE MT. ZION ROADWAY | 02351 | LF | 525.00 | 535.000 | 25.000 | 25.000 | 17.00 | 425.00 | ||
0860 | GUARDRAIL END TREATMENT TYPE 1 MT. ZION ROADWAY | 02367 | EACH | 3.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | ||
0865 | GUARDRAIL END TREATMENT TYPE 2A MT. ZION ROADWAY | 02369 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | ||
0870 | REMOVE GUARDRAIL MT. ZION ROADWAY | 02381 | LF | 2,325.00 | 2,325.000 | 462.500 | 462.500 | 2.00 | 925.00 | ||
0875 | RIGHT-OF-WAY MONUMENT TYPE 1 MT. ZION ROADWAY | 02429 | EACH | 145.00 | 145.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
0880 | RIGHT-OF-WAY MONUMENT TYPE 1A MT. ZION ROADWAY | 02430 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
0885 | WITNESS POST MT. ZION ROADWAY | 02432 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 90.00 | 0.00 | ||
0890 | CHANNEL LINING CLASS II MT. ZION ROADWAY | 02483 | TON | 220.00 | 220.000 | 114.910 | 114.910 | 59.00 | 6,779.69 | ||
0895 | CLEARING AND GRUBBING MT. ZION ROADWAY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 554,939.81 | 554,939.81 | ||
0900 | CONCRETE-CLASS B MT. ZION ROADWAY | 02555 | CUYD | 1,127.00 | 0.000 | 0.000 | 0.000 | 700.67 | 0.00 | ||
0905 | TEMPORARY SIGNS MT. ZION ROADWAY | 02562 | SQFT | 1,000.00 | 1,000.000 | 304.000 | 304.000 | 7.50 | 2,280.00 | ||
0910 | EDGE KEY MT. ZION ROADWAY | 02585 | LF | 702.00 | 702.000 | 0.000 | 0.000 | 28.02 | 0.00 | ||
0915 | FABRIC-GEOTEXTILE TYPE IV MT. ZION ROADWAY | 02599 | SQYD | 62,000.00 | 62,000.000 | 112.000 | 60,332.100 | 60,444.100 | 2.63 | 294.56 | 158,967.98 |
0920 | FABRIC GEOTEXTILE TY IV FOR PIPE MT. ZION ROADWAY | 02600 | SQYD | 34,454.00 | 34,938.600 | 39.770 | 30,371.610 | 30,411.380 | 4.21 | 167.43 | 128,031.90 |
0925 | HANDRAIL-TYPE A-2 MT. ZION ROADWAY | 02612 | LF | 1,624.00 | 1,624.000 | 1,666.000 | 1,666.000 | 126.34 | 210,482.44 | ||
0930 | HANDRAIL-TYPE A-3 MT. ZION ROADWAY | 02613 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 131.71 | 2,634.20 | ||
0935 | REMOVE HEADWALL MT. ZION ROADWAY | 02625 | EACH | 25.00 | 25.000 | 25.000 | 25.000 | 674.33 | 16,858.25 | ||
0940 | MAINTAIN & CONTROL TRAFFIC MT. ZION ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.003 | 0.880 | 0.883 | 1,925,161.73 | 5,775.48 | 1,699,917.80 |
0945 | PORTABLE CHANGEABLE MESSAGE SIGN MT. ZION ROADWAY | 02671 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 2,208.67 | 11,043.35 | ||
0950 | SAFELOADING MT. ZION ROADWAY | 02690 | CUYD | 181.00 | 181.000 | 0.000 | 0.000 | 263.41 | 0.00 | ||
0955 | SHOULDER RUMBLE STRIPS MT. ZION ROADWAY | 02696 | LF | 6,868.00 | 6,868.000 | 0.000 | 0.000 | 0.80 | 0.00 | ||
0960 | TEMP SILT FENCE MT. ZION ROADWAY | 02701 | LF | 6,500.00 | 6,500.000 | 3,594.000 | 3,594.000 | 2.58 | 9,272.52 | ||
0965 | SILT TRAP TYPE A MT. ZION ROADWAY | 02703 | EACH | 58.00 | 58.000 | 11.000 | 11.000 | 258.14 | 2,839.54 | ||
0970 | SILT TRAP TYPE B MT. ZION ROADWAY | 02704 | EACH | 58.00 | 58.000 | 33.000 | 33.000 | 258.14 | 8,518.62 | ||
0975 | SILT TRAP TYPE C MT. ZION ROADWAY | 02705 | EACH | 58.00 | 58.000 | 27.000 | 27.000 | 315.04 | 8,506.08 | ||
0980 | CLEAN SILT TRAP TYPE A MT. ZION ROADWAY | 02706 | EACH | 58.00 | 58.000 | 0.000 | 0.000 | 72.70 | 0.00 | ||
0985 | CLEAN SILT TRAP TYPE B MT. ZION ROADWAY | 02707 | EACH | 58.00 | 58.000 | 6.000 | 6.000 | 72.70 | 436.20 | ||
0990 | CLEAN SILT TRAP TYPE C MT. ZION ROADWAY | 02708 | EACH | 58.00 | 58.000 | 20.000 | 20.000 | 72.70 | 1,454.00 | ||
0995 | SIDEWALK-4 IN CONCRETE MT. ZION ROADWAY | 02720 | SQYD | 2,817.00 | 2,812.000 | 2,799.180 | 2,799.180 | 56.58 | 158,377.60 | ||
1000 | ARROW PANEL MT. ZION ROADWAY | 02775 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,163.01 | 6,978.06 | ||
1005 | MASONRY COATING MT. ZION ROADWAY | 02998 | SQYD | 1,120.00 | 1,120.000 | 100.000 | 100.000 | 10.01 | 1,001.00 | ||
1010 | CONCRETE BARRIER WALL TYPE 9T MT. ZION ROADWAY | 03171 | LF | 300.00 | 1,412.000 | 1,112.000 | 1,112.000 | 49.52 | 55,066.24 | ||
1015 | EROSION CONTROL BLANKET MT. ZION ROADWAY | 05950 | SQYD | 23,325.00 | 23,325.000 | 2,015.000 | 2,015.000 | 1.50 | 3,022.50 | ||
1020 | TEMP MULCH MT. ZION ROADWAY | 05952 | SQYD | 187,150.00 | 187,150.000 | 11,180.000 | 11,180.000 | 0.14 | 1,565.20 | ||
1025 | TEMP SEEDING AND PROTECTION MT. ZION ROADWAY | 05953 | SQYD | 140,300.00 | 140,300.000 | 61,524.000 | 61,524.000 | 0.16 | 9,843.84 | ||
1030 | INITIAL FERTILIZER MT. ZION ROADWAY | 05963 | TON | 8.70 | 8.700 | 1.750 | 1.750 | 800.00 | 1,400.00 | ||
1035 | MAINTENANCE FERTILIZER MT. ZION ROADWAY | 05964 | TON | 8.70 | 8.700 | 0.000 | 0.000 | 800.00 | 0.00 | ||
1040 | SEEDING AND PROTECTION MT. ZION ROADWAY | 05985 | SQYD | 168,000.00 | 168,000.000 | 70,916.000 | 70,916.000 | 0.35 | 24,820.60 | ||
1045 | SODDING MT. ZION ROADWAY | 05990 | SQYD | 18,622.00 | 18,622.000 | 0.000 | 0.000 | 5.35 | 0.00 | ||
1050 | AGRICULTURAL LIMESTONE MT. ZION ROADWAY | 05992 | TON | 103.00 | 103.000 | 0.000 | 0.000 | 65.00 | 0.00 | ||
1055 | FLEXIBLE DELINEATOR POST-M/W MT. ZION ROADWAY | 06401 | EACH | 93.00 | 93.000 | 0.000 | 0.000 | 29.00 | 0.00 | ||
1060 | FLEXIBLE DELINEATOR POST-M/Y MT. ZION ROADWAY | 06404 | EACH | 95.00 | 95.000 | 0.000 | 0.000 | 29.00 | 0.00 | ||
1065 | PAVE STRIPING-TEMP PAINT-4 IN MT. ZION ROADWAY | 06510 | LF | 203,385.00 | 203,385.000 | 179,577.000 | 179,577.000 | 0.20 | 35,915.40 | ||
1070 | PAVE STRIPING-PERM PAINT-4 IN MT. ZION ROADWAY | 06514 | LF | 6,382.00 | 6,382.000 | 0.000 | 0.000 | 0.20 | 0.00 | ||
1075 | PAVE STRIPING-PERM PAINT-12 IN MT. ZION ROADWAY | 06517 | LF | 228.00 | 228.000 | 0.000 | 0.000 | 0.52 | 0.00 | ||
1080 | PAVE STRIPING-THERMO-6 IN W MT. ZION ROADWAY | 06542 | LF | 62,580.00 | 62,580.000 | 0.000 | 0.000 | 0.75 | 0.00 | ||
1085 | PAVE STRIPING-THERMO-12 IN W MT. ZION ROADWAY | 06546 | LF | 1,926.00 | 1,926.000 | 0.000 | 0.000 | 1.25 | 0.00 | ||
1090 | PAVE MARKING-THERMO X-WALK-12 IN MT. ZION ROADWAY | 06566 | LF | 1,336.00 | 1,336.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
1095 | PAVE MARKING-THERMO STOP BAR-24IN MT. ZION ROADWAY | 06568 | LF | 1,151.00 | 1,151.000 | 0.000 | 0.000 | 10.00 | 0.00 | ||
1100 | PAVE MARKING-PAINT CROSS-HATCH MT. ZION ROADWAY | 06570 | SQFT | 296.00 | 296.000 | 0.000 | 0.000 | 3.50 | 0.00 | ||
1105 | PAVE MARKING-THERMO STR ARROW MT. ZION ROADWAY | 06573 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
1110 | PAVE MARKING-THERMO CURV ARROW MT. ZION ROADWAY | 06574 | EACH | 173.00 | 173.000 | 0.000 | 0.000 | 75.00 | 0.00 | ||
1115 | PAVE MARKING-THERMO COMB ARROW MT. ZION ROADWAY | 06575 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 110.00 | 0.00 | ||
1120 | PAVE MARKING-THERMO MERGE ARROW MT. ZION ROADWAY | 06578 | EACH | 4.00 | 3.000 | 0.000 | 0.000 | 275.00 | 0.00 | ||
1125 | STRUCTURE EXCAVATION-COMMON MT. ZION ROADWAY | 08001 | CUYD | 1,983.00 | 1,983.000 | 1,983.000 | 1,983.000 | 33.72 | 66,866.76 | ||
1130 | RETAINING WALL MT. ZION ROADWAY | 08018 | SQFT | 358.00 | 358.000 | 358.000 | 358.000 | 189.66 | 67,898.28 | ||
1135 | PRE-DRILLING FOR PILES MT. ZION ROADWAY | 08039 | LF | 195.00 | 195.000 | 195.000 | 195.000 | 205.46 | 40,064.70 | ||
1140 | CONCRETE-CLASS A MT. ZION ROADWAY | 08100 | CUYD | 1,951.00 | 1,951.000 | 570.680 | 570.680 | 666.95 | 380,615.02 | ||
1145 | STEEL REINFORCEMENT-EPOXY COATED MT. ZION ROADWAY | 08151 | LB | 815.00 | 815.000 | 815.000 | 815.000 | 7.38 | 6,014.70 | ||
1150 | CRASH CUSHION TY VI CLASS B TL2 MT. ZION ROADWAY | 08900 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | ||
1155 | JOINT ADHESIVE MT. ZION ROADWAY | 20071EC | LF | 57,600.00 | 57,600.000 | 10,243.000 | 10,243.000 | 0.62 | 6,350.66 | ||
1160 | SAWCUT PAVEMENT MT. ZION ROADWAY | 20550ND | LF | 23,218.00 | 23,218.000 | 15,005.000 | 15,005.000 | 2.65 | 39,763.25 | ||
1165 | FORM LINER MT. ZION ROADWAY | 21342ED | SQFT | 10,302.00 | 10,302.000 | 10,302.000 | 10,302.000 | 15.80 | 162,771.60 | ||
1170 | PAVE MARKING-THERMO YIELD BAR-36 IN MT. ZION ROADWAY | 22520EN | LF | 40.00 | 40.000 | 0.000 | 0.000 | 30.00 | 0.00 | ||
1175 | WATER BLASTING EXISTING STRIPE MT. ZION ROADWAY | 22664EN | LF | 108,000.00 | 108,000.000 | 44,483.000 | 44,483.000 | 0.46 | 20,462.18 | ||
1180 | HIGH STRENGTH GEOTEXTILE FABRIC TY V MT. ZION ROADWAY | 22861EN | SQYD | 62,000.00 | 62,000.000 | 112.000 | 62,861.550 | 62,973.550 | 3.16 | 353.92 | 198,996.41 |
1185 | DETECTABLE WARNINGS MT. ZION ROADWAY | 23158ES505 | SQFT | 1,528.00 | 1,528.000 | 434.000 | 434.000 | 45.00 | 19,530.00 | ||
1190 | REMOVE GRAVEL ENTRANCE MT. ZION ROADWAY | 23250ED | SQYD | 16.00 | 16.000 | 0.000 | 0.000 | 1,219.06 | 0.00 | ||
1195 | TURF REINFORCEMENT MAT 1 MT. ZION ROADWAY | 23274EN11F | SQYD | 310.00 | 310.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
1200 | PERM PAINT-BARRIER CURB MT. ZION ROADWAY | 24110EC | LF | 6,038.00 | 6,038.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
1205 | PERM PAINT-BARRIER CURB MT. ZION ROADWAY | 24110EC | LF | 2,467.00 | 2,467.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
1210 | PERM PAINT-BARRIER CURB MT. ZION ROADWAY | 24110EC | LF | 3,571.00 | 3,571.000 | 0.000 | 0.000 | 1.00 | 0.00 | ||
1215 | INLAID PAVEMENT MARKER MT. ZION ROADWAY | 24489EC | EACH | 650.00 | 650.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
1220 | INLAID PAVEMENT MARKER MT. ZION ROADWAY | 24489EC | EACH | 509.00 | 509.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
1225 | INLAID PAVEMENT MARKER MT. ZION ROADWAY | 24489EC | EACH | 1,217.00 | 1,217.000 | 0.000 | 0.000 | 25.00 | 0.00 | ||
1230 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 100.00 | 0.00 | ||
1235 | BARCODE SIGN INVENTORY MT. ZION ROADWAY | 24631EC | EACH | 269.00 | 269.000 | 0.000 | 0.000 | 5.00 | 0.00 | ||
1240 | INTELLIGENT COMPACTION FOR AGGREGATE MT. ZION ROADWAY | 24780EC | TON | 60,890.00 | 60,890.000 | 52,487.180 | 52,487.180 | 0.22 | 11,547.17 | ||
1245 | PIPELINE INSPECTION MT. ZION ROADWAY | 24814EC | LF | 9,919.00 | 9,919.000 | 0.000 | 0.000 | 3.25 | 0.00 | ||
8003 | RETAINING WALL SYSTEM BLOCK AND CAP MT. ZION ROADWAY | 20752ED | SQFT | 0.00 | 15,243.000 | 15,243.000 | 15,243.000 | 51.80 | 789,655.07 | ||
8014 | ASPHALT ADJUSTMENT MT. ZION ROADWAY | 10030NS | DOLL | 0.00 | 0.001 | 154,909.764 | 154,909.764 | 1.00 | 154,909.76 | ||
8015 | FUEL ADJUSTMENT MT. ZION ROADWAY | 10020NS | DOLL | 0.00 | 0.001 | 138,444.362 | 138,444.362 | 1.00 | 138,444.36 | ||
8032 | CRASH CUSHION TY VI CLASS BT TL3 MT. ZION ROADWAY I-75 SB LANE SHIFT | 08903 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | ||
8033 | MAINTAIN & CONTROL TRAFFIC MT. ZION ROADWAY I-75 SB LANE SHIFT | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 82,201.47 | 82,201.47 | ||
8040 | GUARDRAIL-STEEL W BEAM-S FACE MT. ZION NOISE WALL | 02351 | LF | 0.00 | 212.500 | 212.500 | 212.500 | 17.85 | 3,793.12 | ||
8041 | GUARDRAIL END TREATMENT TYPE 2A MT. ZION NOISE WALL | 02369 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | ||
8042 | BARCODE SIGN INVENTORY MT. ZION NOISE WALL | 24631EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 5.25 | 0.00 | ||
8060 | CONCRETE-CLASS A HANDRAIL MT. ZION ROADWAY | 08100 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 1,168.70 | 0.00 | ||
8107 | GUARDRAIL TERMINAL SECTION NO 1 MT. ZION ROADWAY | 02360 | EACH | 0.00 | 5.000 | 0.000 | 0.000 | 50.00 | 0.00 | ||
8108 | ISLAND CURB AND GUTTER MT. ZION ROADWAY | 01825 | LF | 0.00 | 517.000 | 0.000 | 0.000 | 36.75 | 0.00 | ||
8109 | ISLAND HEADER CURB TYPE 1 MT. ZION ROADWAY | 01890 | LF | 0.00 | 177.000 | 214.500 | 0.000 | 214.500 | 52.50 | 11,261.25 | 11,261.25 |
8112 | GUARDRAIL END TREATMENT TYPE 1 MT. ZION ROADWAY | 02367 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,237.82 | 6,475.64 | ||
8113 | OBJECT MARKER TY 3 MT. ZION ROADWAY | 20191ED | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 157.50 | 315.00 | ||
8114 | GUARDRAIL END TREATMENT TYPE 2A MT. ZION ROADWAY | 02369 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,355.35 | 2,710.70 | ||
8115 | GUARDRAIL-STEEL W BEAM-S FACE MT. ZION ROADWAY | 02351 | LF | 0.00 | 446.000 | 446.000 | 446.000 | 30.97 | 13,814.77 | ||
8116 | ISLAND CURB AND GUTTER MT. ZION ROADWAY | 01825 | LF | 0.00 | 161.000 | 161.000 | 161.000 | 47.15 | 7,591.15 | ||
8121 | CRASH CUSHION TY VI CLASS B TL2 MT. ZION ROADWAY | 08900 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 21,802.75 | 0.00 | ||
8127 | INCENTIVE/DISINCENTIVE MT. ZION ROADWAY | 02571 | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | ||
8141 | ROADWAY EXCAVATION MT. ZION ROADWAY | 02200 | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 9.71 | 0.00 | ||
Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0003 DRAINAGE-536 | ||||||
1250 | OVERFLOW STRUCTURE | 24842EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 23,106.34 | 46,212.68 | ||
1255 | STORM SEWER PIPE-12 IN MT. ZION DRAINAGE | 00520 | LF | 185.00 | 185.000 | 158.000 | 158.000 | 89.56 | 14,150.48 | ||
1260 | STORM SEWER PIPE-15 IN MT. ZION DRAINAGE | 00521 | LF | 3,405.00 | 3,405.000 | 3,095.000 | 3,095.000 | 109.58 | 339,150.10 | ||
1265 | STORM SEWER PIPE-18 IN MT. ZION DRAINAGE | 00522 | LF | 5,536.00 | 5,596.000 | 41.000 | 5,564.000 | 5,605.000 | 95.18 | 3,902.38 | 533,483.90 |
1270 | STORM SEWER PIPE-24 IN MT. ZION DRAINAGE | 00524 | LF | 1,566.00 | 1,566.000 | 1,443.000 | 1,443.000 | 110.76 | 159,826.68 | ||
1275 | STORM SEWER PIPE-30 IN MT. ZION DRAINAGE | 00526 | LF | 366.00 | 366.000 | 243.000 | 243.000 | 120.94 | 29,388.42 | ||
1280 | PIPE CULVERT HEADWALL-12 IN MT. ZION DRAINAGE | 01200 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,027.30 | 2,054.60 | ||
1285 | PIPE CULVERT HEADWALL-15 IN MT. ZION DRAINAGE | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,283.33 | 1,283.33 | ||
1290 | PIPE CULVERT HEADWALL-18 IN MT. ZION DRAINAGE | 01204 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,121.07 | 10,089.63 | ||
1295 | PIPE CULVERT HEADWALL-30 IN MT. ZION DRAINAGE | 01210 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,032.47 | 6,097.41 | ||
1300 | SLOPED BOX OUTLET TYPE 1-15 IN MT. ZION DRAINAGE | 01432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,692.15 | 6,768.60 | ||
1305 | SLOPED BOX OUTLET TYPE 1-18 IN MT. ZION DRAINAGE | 01433 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 1,719.54 | 6,878.16 | ||
1310 | SLOPED BOX OUTLET TYPE 1-24 IN MT. ZION DRAINAGE | 01434 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,032.47 | 2,032.47 | ||
1315 | CURB BOX INLET TYPE A MT. ZION DRAINAGE | 01456 | EACH | 101.00 | 101.000 | 2.500 | 94.500 | 97.000 | 4,638.87 | 11,597.17 | 449,970.39 |
1320 | CURB BOX INLET TYPE B MT. ZION DRAINAGE | 01480 | EACH | 3.00 | 3.000 | 1.000 | 2.000 | 3.000 | 6,154.31 | 6,154.31 | 18,462.93 |
1325 | DROP BOX INLET TYPE 1 MT. ZION DRAINAGE | 01490 | EACH | 7.00 | 7.000 | 6.500 | 6.500 | 3,927.97 | 25,531.80 | ||
1330 | DROP BOX INLET TYPE 11 MT. ZION DRAINAGE | 01544 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,511.88 | 17,583.16 | ||
1335 | CAP DROP BOX INLET MT. ZION DRAINAGE | 01584 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,017.81 | 0.00 | ||
1340 | REMOVE DROP BOX INLET MT. ZION DRAINAGE | 01585 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 543.68 | 1,631.04 | ||
1345 | DROP BOX INLET TYPE 13G | 01559 | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 3,010.25 | 54,184.50 | ||
1350 | CONC MED BARR BOX INLET TY 14B1 MT. ZION DRAINAGE | 01616 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,121.95 | 14,121.95 | ||
1355 | CAP CURB BOX INLET MT. ZION DRAINAGE | 01634 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,181.13 | 0.00 | ||
1360 | JUNCTION BOX-15 IN MT. ZION DRAINAGE | 01641 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,696.37 | 1,696.37 | ||
1365 | JUNCTION BOX-18 IN MT. ZION DRAINAGE | 01642 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,732.19 | 3,464.38 | ||
1370 | JUNCTION BOX-24 IN MT. ZION DRAINAGE | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,067.24 | 2,067.24 | ||
1375 | REMOVE JUNCTION BOX MT. ZION DRAINAGE | 01655 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 543.68 | 1,087.36 | ||
1380 | REMOVE INLET MT. ZION DRAINAGE | 01718 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 543.68 | 3,262.08 | ||
1385 | MANHOLE TYPE A MT. ZION DRAINAGE | 01756 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 2,771.07 | 33,252.84 | ||
1390 | MANHOLE TYPE C MT. ZION DRAINAGE | 01767 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 7,204.79 | 3,602.39 | ||
1395 | REMOVE MANHOLE MT. ZION DRAINAGE | 01787 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 543.68 | 1,087.36 | ||
1400 | CHANNEL LINING CLASS II MT. ZION DRAINAGE | 02483 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 142.24 | 0.00 | ||
8053 | DECK DRAIN EXTENSION MT. ZION DRAINAGE | 20600NC | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 7,288.23 | 0.00 | ||
8054 | PVC PIPE-12 IN MT. ZION DRAINAGE | 03391 | LF | 0.00 | 0.000 | 0.000 | 0.000 |