|
Report_Id: 199102 Est NO 0010 |
Date:07/31/2020 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 199102 | Estimate Number | 0010 | 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 | 06/11/2020 TO 06/30/2020 | ||||||
| Date Approved | 07/02/2020 | ||||||
| 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 | |||||
| Date Contract Executed | 10/18/2019 | Open To Traffic | |||||
| Date NTP Issued | 11/20/2019 | Actual Completion Date | |||||
| Current Contract Amount | $120,626,685.53 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $120,626,685.53 |
Total Earnings | $13,532,744.65 |
$11,710,520.60 |
$1,822,224.05 |
|
| Percent Complete | 11.43 |
Stockpiled Materials | $254,868.70 |
$268,535.19 |
$-13,666.49 |
|
| Funds Available | $106,839,072.18 |
Gross Earnings | $13,787,613.35 |
$11,979,055.79 |
$1,808,557.56 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $13,787,613.35 |
$11,979,055.79 |
$1,808,557.56 |
|||
| Contract Id | 199102 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0010 | 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 | 06/11/2020 TO 06/30/2020 | |||||||
| 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 | |||||
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 | 0010 | Period | 06/11/2020 TO 06/30/2020 | |||||||
| 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 | 0.000 | 0.000 | 95.65 | 0.00 | |||
| 0030 | CL3 ASPH SURF 0.38D PG64-22 I-75 PAVEMENT | 00339 | TON | 8,100.00 | 8,100.000 | 0.000 | 0.000 | 81.75 | 0.00 | |||
| 0035 | CL4 ASPH SURF 0.38A PG76-22 I-75 PAVEMENT | 00342 | TON | 42,337.00 | 42,337.000 | 0.000 | 0.000 | 90.52 | 0.00 | |||
| 0040 | ASPHALT PAVE MILLING & TEXTURING I-75 PAVEMENT | 02677 | TON | 54,323.00 | 54,323.000 | 0.000 | 0.000 | 15.73 | 0.00 | |||
| 0045 | JOINT ADHESIVE I-75 PAVEMENT | 20071EC | LF | 527,911.00 | 527,911.000 | 0.000 | 0.000 | 0.61 | 0.00 | |||
| 0050 | BLOW UP/RELIEF JOINT I-75 PAVEMENT | 20509ED | SQYD | 2,715.00 | 2,715.000 | 0.000 | 0.000 | 300.05 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,097.29 | 0.00 | |||
| 0065 | POTHOLE PATCHING | 21549EN | SQYD | 409.19 | 409.190 | 150.000 | 150.000 | 200.00 | 30,000.00 | |||
| Project | 0600800751901 | Fed/State Project Number | NHPPIM 0757(144) | Category | 0002 ROADWAY - I75 | |||||||
| 0070 | BARRIER WALL REPLACEMENT | 23696EC | LF | 185.00 | 185.000 | 0.000 | 0.000 | 442.16 | 0.00 | |||
| 0075 | CRUSHED AGGREGATE SIZE NO 2 I-75 ROADWAY | 00078 | TON | 4,441.00 | 4,441.000 | 0.000 | 0.000 | 47.12 | 0.00 | |||
| 0080 | PERFORATED PIPE EDGE DRAIN-4 IN I-75 ROADWAY | 01005 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 12.23 | 0.00 | |||
| 0085 | NON-PERFORATED PIPE-4 IN I-75 ROADWAY | 01010 | LF | 275.00 | 275.000 | 0.000 | 0.000 | 48.61 | 0.00 | |||
| 0090 | INSPECT & CERTIFY EDGE DRAIN SYSTEM I-75 ROADWAY | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 84,291.23 | 0.00 | |||
| 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 | 0.000 | 0.000 | 2,413.39 | 0.00 | |||
| 0115 | REMOVE PIPE I-75 ROADWAY | 01310 | LF | 3.00 | 3.000 | 0.000 | 0.000 | 751.96 | 0.00 | |||
| 0120 | RECONSTRUCT INLET I-75 ROADWAY | 01720 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,787.99 | 0.00 | |||
| 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 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0135 | DELINEATOR FOR BARRIER - WHITE I-75 ROADWAY | 01984 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 33.50 | 0.00 | |||
| 0140 | DELINEATOR FOR BARRIER - YELLOW I-75 ROADWAY | 01985 | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 7.25 | 0.00 | |||
| 0145 | RELOCATE TEMP CONC BARRIER I-75 ROADWAY | 02003 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 4.94 | 0.00 | |||
| 0150 | PARTIAL DEPTH PATCHING I-75 ROADWAY | 02110 | CUFT | 2,286.00 | 2,286.000 | 0.000 | 0.000 | 94.83 | 0.00 | |||
| 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 | 0.000 | 0.000 | 24.23 | 0.00 | |||
| 0170 | ROADWAY EXCAVATION I-75 ROADWAY | 02200 | CUYD | 2,644.00 | 2,644.000 | 0.000 | 0.000 | 28.11 | 0.00 | |||
| 0175 | FLOWABLE FILL I-75 ROADWAY | 02220 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 286.02 | 0.00 | |||
| 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 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0195 | GUARDRAIL TERMINAL SECTION NO 1 I-75 ROADWAY | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0210 | REMOVE GUARDRAIL I-75 ROADWAY | 02381 | LF | 1,075.00 | 1,075.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0215 | CHANNEL LINING CLASS III I-75 ROADWAY | 02484 | TON | 604.00 | 604.000 | 0.000 | 0.000 | 96.68 | 0.00 | |||
| 0220 | CLEARING AND GRUBBING I-75 ROADWAY | 02545 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 97,929.50 | 19,585.90 | |||
| 0225 | TEMPORARY SIGNS I-75 ROADWAY | 02562 | SQFT | 1,200.00 | 1,200.000 | 0.000 | 0.000 | 13.40 | 0.00 | |||
| 0230 | DITCHING AND SHOULDERING I-75 ROADWAY | 02575 | LF | 45,328.00 | 45,328.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0235 | FABRIC-GEOTEXTILE TYPE I I-75 ROADWAY | 02596 | SQYD | 1,105.00 | 1,105.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0240 | MAINTAIN & CONTROL TRAFFIC I-75 ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 549,864.33 | 0.00 | |||
| 0245 | TRUCK MOUNTED ATTENUATOR I-75 ROADWAY | 02654 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 30,270.63 | 0.00 | |||
| 0250 | PORTABLE CHANGEABLE MESSAGE SIGN I-75 ROADWAY | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,208.67 | 0.00 | |||
| 0255 | MOBILIZATION FOR MILL & TEXT I-75 ROADWAY | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,707.38 | 0.00 | |||
| 0260 | SHOULDER RUMBLE STRIPS I-75 ROADWAY | 02696 | LF | 190,915.00 | 190,915.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 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 | 0.000 | 0.000 | 470.05 | 0.00 | |||
| 0275 | SILT TRAP TYPE C I-75 ROADWAY | 02705 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 507.57 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,163.01 | 0.00 | |||
| 0300 | RELOCATE CRASH CUSHION I-75 ROADWAY | 02898 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0305 | CONCRETE BARRIER WALL TYPE 9T I-75 ROADWAY | 03171 | LF | 3,000.00 | 3,000.000 | 0.000 | 0.000 | 41.76 | 0.00 | |||
| 0310 | EXCAVATION AND BACKFILL I-75 ROADWAY | 03235 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 147.27 | 0.00 | |||
| 0315 | CLEAN PIPE STRUCTURE I-75 ROADWAY | 03262 | EACH | 157.00 | 157.000 | 0.000 | 0.000 | 659.57 | 0.00 | |||
| 0320 | ARMORED EDGE FOR CONCRETE I-75 ROADWAY | 03299 | LF | 948.40 | 948.400 | 0.000 | 0.000 | 215.87 | 0.00 | |||
| 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 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0335 | CONDUIT-2 IN I-75 ROADWAY | 04795 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0340 | ELECTRICAL JUNCTION BOX TYPE B I-75 ROADWAY | 04811 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0345 | TRENCHING AND BACKFILLING I-75 ROADWAY | 04820 | LF | 640.00 | 640.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0350 | PIEZOELECTRIC SENSOR I-75 ROADWAY | 04829 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0355 | LOOP WIRE I-75 ROADWAY | 04830 | LF | 17,528.00 | 17,528.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0370 | LOOP SAW SLOT AND FILL I-75 ROADWAY | 04895 | LF | 3,800.00 | 3,800.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0375 | ELECTRICAL SERVICE I-75 ROADWAY | 04899 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 0380 | EROSION CONTROL BLANKET I-75 ROADWAY | 05950 | SQYD | 18,000.00 | 18,000.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0385 | TEMP MULCH I-75 ROADWAY | 05952 | SQYD | 6,453.00 | 6,453.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0430 | PAVE STRIPING-THERMO-6 IN W I-75 ROADWAY | 06542 | LF | 154,953.00 | 154,953.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0435 | PAVE STRIPING-THERMO-6 IN Y I-75 ROADWAY | 06543 | LF | 95,458.00 | 95,458.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 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 | 0.000 | 0.000 | 342.43 | 0.00 | |||
| 0475 | CRASH CUSHION TY VI CLASS BT TL3 I-75 ROADWAY | 08903 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0480 | GALVANIZED STEEL CABINET I-75 ROADWAY | 20359NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0485 | WOOD POST I-75 ROADWAY | 20360ES818 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0490 | ELECTRICAL JUNCTION BOX TYPE A I-75 ROADWAY | 20391NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 0495 | LAW ENFORCEMENT OFFICER I-75 ROADWAY | 20411ED | HOUR | 1,000.00 | 1,000.000 | 13.000 | 13.000 | 65.00 | 845.00 | |||
| 0500 | CLEAN CULVERT | 24662EC | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 4,270.71 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.45 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0525 | PIPE LINER ACCEPTANCE TESTING I-75 ROADWAY | 23484EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0530 | INLAID PAVEMENT MARKER I-75 ROADWAY | 24489EC | EACH | 3,498.00 | 3,498.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 32,953.66 | 0.00 | |||
| 0545 | PVC FOLD AND FORM PIPE LINER-30 IN I-75 ROADWAY | 24864EC | LF | 317.00 | 317.000 | 0.000 | 0.000 | 176.54 | 0.00 | |||
| 0550 | PAVE MOUNT INFRARED TEMP EQUIPMENT I-75 ROADWAY | 24891EC | SF | 1.00 | 1.000 | 0.000 | 0.000 | 13,125.47 | 0.00 | |||
| 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 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0565 | HMA ELECTRONIC DELIVERY MGMT SYSTEM I-75 ROADWAY | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,376.42 | 0.00 | |||
| 0570 | TEMPORARY SILT FENCE I-75 ROADWAY | 40030 | LF | 4,840.00 | 4,840.000 | 0.000 | 0.000 | 2.72 | 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 | |||
| SUBTOT | $0.00 |
$614,350.90 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||
| 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 | 159,226.000 | 0.000 | 0.000 | 7.95 | 0.00 | |||
| 2100 | LIME RICHWOOD PAVEMENT | 00014 | TON | 2,895.00 | 2,895.000 | 0.000 | 0.000 | 185.44 | 0.00 | |||
| 2105 | DRAINAGE BLANKET-TYPE II-ASPH RICHWOOD PAVEMENT | 00018 | TON | 24,701.00 | 24,701.000 | 0.000 | 0.000 | 68.76 | 0.00 | |||
| 2110 | TRAFFIC BOUND BASE RICHWOOD PAVEMENT | 00020 | TON | 1,066.00 | 1,066.000 | 0.000 | 0.000 | 47.62 | 0.00 | |||
| 2115 | ASPHALT SEAL AGGREGATE RICHWOOD PAVEMENT | 00100 | TON | 135.00 | 135.000 | 0.000 | 0.000 | 157.15 | 0.00 | |||
| 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 | 13,625.000 | 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 | 0.000 | 0.000 | 66.68 | 0.00 | |||
| 2135 | CL3 ASPH BASE 1.00D PG76-22 RICHWOOD PAVEMENT | 00216 | TON | 8,099.00 | 8,099.000 | 0.000 | 0.000 | 75.84 | 0.00 | |||
| 2140 | CL4 ASPH BASE 1.00D PG64-22 RICHWOOD PAVEMENT | 00217 | TON | 4,337.00 | 4,337.000 | 0.000 | 0.000 | 70.43 | 0.00 | |||
| 2145 | CL4 ASPH BASE 1.00D PG76-22 RICHWOOD PAVEMENT | 00219 | TON | 5,744.00 | 5,744.000 | 0.000 | 0.000 | 70.43 | 0.00 | |||
| 2150 | CL2 ASPH BASE 0.75D PG64-22 RICHWOOD PAVEMENT | 00221 | TON | 10,170.00 | 10,170.000 | 0.000 | 0.000 | 70.29 | 0.00 | |||
| 2155 | CL2 ASPH SURF 0.38D PG64-22 RICHWOOD PAVEMENT | 00301 | TON | 3,841.00 | 3,841.000 | 0.000 | 0.000 | 98.01 | 0.00 | |||
| 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 | 164.000 | 0.000 | 0.000 | 700.14 | 0.00 | |||
| 2180 | ASPHALT CURING SEAL RICHWOOD PAVEMENT | 00358 | TON | 232.00 | 232.000 | 0.000 | 0.000 | 873.19 | 0.00 | |||
| 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 | 0.000 | 0.000 | 115.76 | 0.00 | |||
| 2200 | JPC PAVEMENT-11 IN SHLD RICHWOOD PAVEMENT | 02072 | SQYD | 1,237.00 | 1,237.000 | 0.000 | 0.000 | 125.33 | 0.00 | |||
| 2205 | JPC PAVEMENT-9 IN RICHWOOD PAVEMENT | 02073 | SQYD | 685.00 | 685.000 | 0.000 | 0.000 | 116.87 | 0.00 | |||
| 2210 | JPC PAVEMENT-8 IN RICHWOOD PAVEMENT | 02084 | SQYD | 1,146.00 | 1,146.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2215 | CEM CONC ENT PAVEMENT-8 IN RICHWOOD PAVEMENT | 02101 | SQYD | 817.00 | 817.000 | 0.000 | 0.000 | 87.07 | 0.00 | |||
| 2220 | ASPHALT PAVE MILLING & TEXTURING RICHWOOD PAVEMENT | 02677 | TON | 1,775.00 | 1,775.000 | 0.000 | 0.000 | 31.85 | 0.00 | |||
| 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 | 0.000 | 0.000 | 22.13 | 0.00 | |||
| 2245 | INTELLIGENT COMPACTION FOR ASPHALT RICHWOOD PAVEMENT | 24781EC | TON | 1.00 | 1.000 | 0.000 | 0.000 | 40,854.93 | 0.00 | |||
| 2250 | PAVE MOUNT INFRARED TEMP EQUIPMENT RICHWOOD PAVEMENT | 24891EC | SF | 1.00 | 1.000 | 0.000 | 0.000 | 151,151.37 | 0.00 | |||
| 2255 | CRUSHED STONE BASE - MODIFIED RICHWOOD PAVEMENT | 24965EC | TON | 52,956.00 | 52,956.000 | 0.000 | 0.000 | 26.47 | 0.00 | |||
| 2260 | HMA ELECTRONIC DELIVERY MGMT SYSTEM RICHWOOD PAVEMENT | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,425.39 | 0.00 | |||
| 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 | 0.000 | 0.000 | 41.09 | 0.00 | |||
| 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 | 38,186.000 | 0.000 | 0.000 | 6.32 | 0.00 | |||
| 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 | 0.000 | 0.000 | 18.97 | 0.00 | |||
| 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 | 0.000 | 0.000 | 2,067.24 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,070.50 | 0.00 | |||
| 2335 | PERF PIPE HEADWALL TY 3-8 IN RICHWOOD ROADWAY | 01030 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,091.56 | 0.00 | |||
| 2340 | REMOVE PIPE RICHWOOD ROADWAY | 01310 | LF | 1,492.00 | 1,492.000 | 362.000 | 60.000 | 422.000 | 20.00 | 7,240.00 | 8,440.00 | |
| 2345 | PLUG PIPE RICHWOOD ROADWAY | 01314 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 405.65 | 0.00 | |||
| 2350 | REMOVE JUNCTION BOX RICHWOOD ROADWAY | 01655 | EACH | 8.00 | 8.000 | 1.000 | 0.000 | 1.000 | 543.68 | 543.68 | 543.68 | |
| 2355 | REMOVE INLET RICHWOOD ROADWAY | 01718 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 681.71 | 0.00 | |||
| 2360 | CORED HOLE DRAINAGE BOX CON-4 IN RICHWOOD ROADWAY | 01740 | EACH | 271.00 | 271.000 | 0.000 | 0.000 | 289.75 | 0.00 | |||
| 2365 | REMOVE MANHOLE RICHWOOD ROADWAY | 01787 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 681.71 | 0.00 | |||
| 2370 | ADJUST MANHOLE RICHWOOD ROADWAY | 01792 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 503.64 | 0.00 | |||
| 2375 | STANDARD CURB AND GUTTER RICHWOOD ROADWAY | 01810 | LF | 5,112.00 | 5,112.000 | 0.000 | 0.000 | 24.48 | 0.00 | |||
| 2380 | STANDARD CURB AND GUTTER MOD RICHWOOD ROADWAY | 01811 | LF | 21,923.00 | 21,923.000 | 0.000 | 0.000 | 26.86 | 0.00 | |||
| 2385 | REMOVE CURB AND GUTTER RICHWOOD ROADWAY | 01812 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 11.59 | 0.00 | |||
| 2390 | BARRIER CURB AND GUTTER RICHWOOD ROADWAY | 01815 | LF | 87.00 | 87.000 | 0.000 | 0.000 | 56.65 | 0.00 | |||
| 2395 | LIP CURB AND GUTTER MOD RICHWOOD ROADWAY | 01821 | LF | 596.00 | 596.000 | 0.000 | 0.000 | 31.15 | 0.00 | |||
| 2400 | STANDARD INTEGRAL CURB RICHWOOD ROADWAY | 01830 | LF | 7,583.00 | 7,583.000 | 0.000 | 0.000 | 15.75 | 0.00 | |||
| 2405 | STANDARD HEADER CURB RICHWOOD ROADWAY | 01875 | LF | 993.00 | 993.000 | 0.000 | 0.000 | 58.03 | 0.00 | |||
| 2410 | ISLAND HEADER CURB TYPE 1 RICHWOOD ROADWAY | 01890 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 56.65 | 0.00 | |||
| 2415 | STANDARD BARRIER MEDIAN TYPE 1 RICHWOOD ROADWAY | 01915 | SQYD | 170.00 | 170.000 | 0.000 | 0.000 | 138.56 | 0.00 | |||
| 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 | 62.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 2435 | DELINEATOR FOR BARRIER - WHITE RICHWOOD ROADWAY | 01984 | EACH | 207.00 | 207.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2440 | DELINEATOR FOR BARRIER - YELLOW RICHWOOD ROADWAY | 01985 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2445 | CURB TO BARRIER WALL TRANS RICHWOOD ROADWAY | 02001 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 7,364.98 | 0.00 | |||
| 2450 | RELOCATE TEMP CONC BARRIER RICHWOOD ROADWAY | 02003 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2455 | BARRICADE-TYPE III RICHWOOD ROADWAY | 02014 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2460 | REMOVE PAVEMENT | 02091 | SQYD | 98,884.00 | 98,884.000 | 0.000 | 0.000 | 9.85 | 0.00 | |||
| 2465 | PAVED DITCH TYPE 2 RICHWOOD ROADWAY | 02158 | SQYD | 65.00 | 65.000 | 0.000 | 0.000 | 136.12 | 0.00 | |||
| 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 | 760,882.000 | 33,165.000 | 33,867.000 | 67,032.000 | 9.43 | 312,745.95 | 632,111.76 | |
| 2485 | GRANULAR EMBANKMENT RICHWOOD ROADWAY | 02223 | CUYD | 15,728.00 | 15,728.000 | 361.300 | 0.000 | 361.300 | 65.22 | 23,563.98 | 23,563.98 | |
| 2490 | WATER RICHWOOD ROADWAY | 02242 | MGAL | 4,207.00 | 4,207.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 2495 | FENCE-WOVEN WIRE TYPE 1 RICHWOOD ROADWAY | 02262 | LF | 4,962.00 | 4,962.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2500 | REMOVE FENCE RICHWOOD ROADWAY | 02265 | LF | 529.00 | 529.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 2505 | REMOVE & RESET FENCE RICHWOOD ROADWAY | 02267 | LF | 1,803.00 | 1,803.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2510 | GUARDRAIL-STEEL W BEAM-S FACE RICHWOOD ROADWAY | 02351 | LF | 3,462.50 | 3,462.500 | 0.000 | 0.000 | 17.35 | 0.00 | |||
| 2515 | GUARDRAIL-STEEL W BEAM-D FACE RICHWOOD ROADWAY | 02352 | LF | 312.50 | 312.500 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 2520 | GUARDRAIL TERMINAL SECTION NO 1 RICHWOOD ROADWAY | 02360 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2525 | GUARDRAIL CONNECTOR TO BRIDGE END TY A RICHWOOD ROADWAY | 02363 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 2530 | GUARDRAIL END TREATMENT TYPE 1 RICHWOOD ROADWAY | 02367 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 2535 | GUARDRAIL END TREATMENT TYPE 2A RICHWOOD ROADWAY | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 2540 | GUARDRAIL END TREATMENT TYPE 7 RICHWOOD ROADWAY | 02371 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 2545 | REMOVE GUARDRAIL RICHWOOD ROADWAY | 02381 | LF | 4,824.00 | 4,824.000 | 1,537.500 | 1,537.500 | 2.65 | 4,074.37 | |||
| 2550 | GUARDRAIL END TREATMENT TYPE 4A RICHWOOD ROADWAY | 02391 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 2555 | TEMP GUARDRAIL RICHWOOD ROADWAY | 02397 | LF | 1,237.50 | 1,237.500 | 332.500 | 332.500 | 8.00 | 2,660.00 | |||
| 2560 | RIGHT-OF-WAY MONUMENT TYPE 1 RICHWOOD ROADWAY | 02429 | EACH | 198.00 | 198.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2565 | WITNESS POST RICHWOOD ROADWAY | 02432 | EACH | 39.00 | 39.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2570 | CHANNEL LINING CLASS II RICHWOOD ROADWAY | 02483 | TON | 2,297.00 | 2,297.000 | 0.000 | 0.000 | 50.57 | 0.00 | |||
| 2575 | CHANNEL LINING CLASS III RICHWOOD ROADWAY | 02484 | TON | 883.00 | 883.000 | 0.000 | 0.000 | 48.47 | 0.00 | |||
| 2580 | CLEARING AND GRUBBING RICHWOOD ROADWAY | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 644,372.37 | 579,935.13 | |||
| 2585 | CONCRETE-CLASS B RICHWOOD ROADWAY | 02555 | CUYD | 527.00 | 527.000 | 0.000 | 0.000 | 767.75 | 0.00 | |||
| 2590 | TEMPORARY SIGNS RICHWOOD ROADWAY | 02562 | SQFT | 2,750.00 | 2,750.000 | 568.000 | 568.000 | 7.50 | 4,260.00 | |||
| 2595 | EDGE KEY RICHWOOD ROADWAY | 02585 | LF | 453.00 | 453.000 | 0.000 | 0.000 | 19.63 | 0.00 | |||
| 2600 | FABRIC-GEOTEXTILE TYPE IV RICHWOOD ROADWAY | 02599 | SQYD | 2,117.00 | 2,117.000 | 0.000 | 0.000 | 7.90 | 0.00 | |||
| 2605 | FABRIC GEOTEXTILE TY IV FOR PIPE RICHWOOD ROADWAY | 02600 | SQYD | 31,257.00 | 31,257.000 | 2,344.530 | 930.000 | 3,274.530 | 4.21 | 9,870.47 | 13,785.77 | |
| 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 | 2.000 | 4.000 | 6.000 | 681.71 | 1,363.42 | 4,090.26 | |
| 2620 | MAINTAIN & CONTROL TRAFFIC RICHWOOD ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.024 | 0.124 | 0.148 | 3,491,118.00 | 83,786.83 | 516,685.46 | |
| 2625 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 232,177.05 | 0.00 | |||
| 2630 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 206,174.25 | 0.00 | |||
| 2635 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,566.23 | 0.00 | |||
| 2640 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,810.20 | 0.00 | |||
| 2645 | DIVERSIONS (BY-PASS DETOURS) RICHWOOD ROADWAY | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 94,488.36 | 0.00 | |||
| 2650 | PORTABLE CHANGEABLE MESSAGE SIGN RICHWOOD ROADWAY | 02671 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 2,208.67 | 2,208.67 | |||
| 2655 | MOBILIZATION FOR MILL & TEXT RICHWOOD ROADWAY | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,841.49 | 0.00 | |||
| 2660 | SAFELOADING RICHWOOD ROADWAY | 02690 | CUYD | 321.50 | 321.500 | 1.600 | 1.600 | 224.43 | 359.08 | |||
| 2665 | TEMP SILT FENCE RICHWOOD ROADWAY | 02701 | LF | 22,220.00 | 22,220.000 | 8.000 | 6,180.000 | 6,188.000 | 1.58 | 12.64 | 9,777.04 | |
| 2670 | SILT TRAP TYPE A RICHWOOD ROADWAY | 02703 | EACH | 219.00 | 219.000 | 2.000 | 2.000 | 285.18 | 570.36 | |||
| 2675 | SILT TRAP TYPE B RICHWOOD ROADWAY | 02704 | EACH | 219.00 | 219.000 | 5.000 | 10.000 | 15.000 | 258.14 | 1,290.70 | 3,872.10 | |
| 2680 | SILT TRAP TYPE C RICHWOOD ROADWAY | 02705 | EACH | 219.00 | 219.000 | 0.000 | 0.000 | 315.04 | 0.00 | |||
| 2685 | CLEAN SILT TRAP TYPE A RICHWOOD ROADWAY | 02706 | EACH | 657.00 | 657.000 | 0.000 | 0.000 | 72.70 | 0.00 | |||
| 2690 | CLEAN SILT TRAP TYPE B RICHWOOD ROADWAY | 02707 | EACH | 657.00 | 657.000 | 0.000 | 0.000 | 72.70 | 0.00 | |||
| 2695 | CLEAN SILT TRAP TYPE C RICHWOOD ROADWAY | 02708 | EACH | 657.00 | 657.000 | 0.000 | 0.000 | 72.70 | 0.00 | |||
| 2700 | SIDEWALK-4 IN CONCRETE RICHWOOD ROADWAY | 02720 | SQYD | 2,731.00 | 2,731.000 | 0.000 | 0.000 | 56.58 | 0.00 | |||
| 2705 | REMOVE CONCRETE SIDEWALK RICHWOOD ROADWAY | 02721 | SQYD | 41.00 | 41.000 | 0.000 | 0.000 | 17.91 | 0.00 | |||
| 2710 | ARROW PANEL RICHWOOD ROADWAY | 02775 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 1,163.01 | 1,163.01 | |||
| 2715 | CONCRETE BARRIER WALL TYPE 9T RICHWOOD ROADWAY | 03171 | LF | 47,786.00 | 47,786.000 | 3,343.000 | 3,343.000 | 21.07 | 70,437.01 | |||
| 2720 | CLEAN ROADWAY DRAINS RICHWOOD ROADWAY | 03260 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,251.73 | 0.00 | |||
| 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 | 19,042.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 2735 | TEMP MULCH RICHWOOD ROADWAY | 05952 | SQYD | 379,004.00 | 379,004.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 2740 | TEMP SEEDING AND PROTECTION RICHWOOD ROADWAY | 05953 | SQYD | 284,260.00 | 284,260.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 2745 | INITIAL FERTILIZER RICHWOOD ROADWAY | 05963 | TON | 17.70 | 17.700 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 2760 | SPECIAL SEEDING CROWN VETCH RICHWOOD ROADWAY | 05989 | SQYD | 36,003.00 | 36,003.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 2765 | SODDING RICHWOOD ROADWAY | 05990 | SQYD | 39,255.00 | 39,255.000 | 0.000 | 0.000 | 5.25 | 0.00 | |||
| 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 | 8,663.000 | 8,663.000 | 0.20 | 1,732.60 | |||
| 2780 | PAVE STRIPING-TEMP PAINT-12 IN RICHWOOD ROADWAY | 06513 | LF | 3,500.00 | 3,500.000 | 832.000 | 832.000 | 0.48 | 399.36 | |||
| 2785 | PAVE STRIPING-PERM PAINT-4 IN RICHWOOD ROADWAY | 06514 | LF | 89,892.00 | 89,892.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 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 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2820 | PAVE MARKING-R/R XBUCKS 16 IN RICHWOOD ROADWAY | 06563 | LF | 42.00 | 42.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 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 | 366.000 | 366.000 | 6.00 | 2,196.00 | |||
| 2870 | PAVEMENT MARKER TY IVA-BY TEMP RICHWOOD ROADWAY | 06588 | EACH | 1,588.00 | 1,588.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2875 | REMOVE PAVEMENT MARKER TYPE V RICHWOOD ROADWAY | 06600 | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 26.34 | 0.00 | |||
| 2880 | FOUNDATION PREPARATION RICHWOOD ROADWAY | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 568,624.81 | 0.00 | |||
| 2885 | CRASH CUSHION TY VI CLASS BT TL2 RICHWOOD ROADWAY | 08901 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 2890 | CRASH CUSHION TY VI CLASS BT TL3 RICHWOOD ROADWAY | 08903 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 2895 | GRANULAR EMBANKMENT RICHWOOD ROADWAY | 20072ES805 | TON | 9,625.00 | 9,625.000 | 0.000 | 0.000 | 57.95 | 0.00 | |||
| 2900 | OBJECT MARKER TY 3 | 20191ED | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2915 | SAW CUT RICHWOOD ROADWAY | 20430ED | LF | 17,704.00 | 17,704.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 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 | 0.000 | 0.000 | 114.43 | 0.00 | |||
| 2930 | RAIL SYSTEM TYPE III RICHWOOD ROADWAY | 21532ED | LF | 203.00 | 203.000 | 0.000 | 0.000 | 152.78 | 0.00 | |||
| 2935 | EMBANKMENT | 21553EN | CUYD | 23,377.00 | 23,377.000 | 0.000 | 0.000 | 12.60 | 0.00 | |||
| 2940 | SOUND BARRIER WALL RICHWOOD ROADWAY | 21590EN | SQFT | 45,200.00 | 45,200.000 | 0.000 | 0.000 | 34.66 | 0.00 | |||
| 2945 | BARRIER INTEGRAL CURB RICHWOOD ROADWAY | 21877EN | LF | 5,720.00 | 5,720.000 | 0.000 | 0.000 | 13.50 | 0.00 | |||
| 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 | 1,464.000 | 1,464.000 | 0.45 | 658.80 | |||
| 2960 | DETECTABLE WARNINGS RICHWOOD ROADWAY | 23158ES505 | SQFT | 1,485.00 | 1,485.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 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 | 1,432.000 | 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 | 0.000 | 0.000 | 33.72 | 0.00 | |||
| 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 | 202.000 | 0.000 | 0.000 | 500.48 | 0.00 | |||
| 2995 | BARRIER CURB AND GUTTER-MOD RICHWOOD ROADWAY | 24109EC | LF | 3,629.00 | 3,629.000 | 0.000 | 0.000 | 30.56 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.06 | 0.00 | |||
| 3015 | CENTRIFUGALLY CAST CONCRETE PIPE LINER RICHWOOD ROADWAY | 24783EX | LF | 738.00 | 738.000 | 0.000 | 0.000 | 640.00 | 0.00 | |||
| 3020 | PIPELINE INSPECTION RICHWOOD ROADWAY | 24814EC | LF | 18,711.00 | 18,711.000 | 0.000 | 0.000 | 3.25 | 0.00 | |||
| 3025 | D/B DESIGN ATC DESIGN FEE | 25053EN | LS | 1.00 | 1.000 | 0.500 | 0.500 | 500,000.00 | 250,000.00 | |||
| 3030 | ROADWAY GATE 30 FT DOUBLE SWING GATE | 30005 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,858.72 | 0.00 | |||
| 8004 | RETAINING WALL SYSTEM BLOCK AND CAP RICHWOOD ROADWAY | 20752ED | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 56.64 | 0.00 | |||
| 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 | 0.000 | 0.000 | 66.38 | 0.00 | |||
| 3040 | ENTRANCE PIPE-24 IN RICHWOOD DRAINAGE | 00443 | LF | 96.00 | 96.000 | 0.000 | 0.000 | 126.44 | 0.00 | |||
| 3045 | CULVERT PIPE-18 IN RICHWOOD DRAINAGE | 00462 | LF | 250.00 | 250.000 | 0.000 | 0.000 | 71.65 | 0.00 | |||
| 3050 | CULVERT PIPE-36 IN RICHWOOD DRAINAGE | 00468 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 261.30 | 0.00 | |||
| 3055 | CULVERT PIPE-72 IN RICHWOOD DRAINAGE | 00474 | LF | 63.00 | 63.000 | 56.000 | 56.000 | 713.31 | 39,945.36 | |||
| 3060 | STORM SEWER PIPE-12 IN RICHWOOD DRAINAGE | 00520 | LF | 59.00 | 59.000 | 0.000 | 0.000 | 113.79 | 0.00 | |||
| 3065 | STORM SEWER PIPE-15 IN RICHWOOD DRAINAGE | 00521 | LF | 6,429.00 | 6,429.000 | 0.000 | 0.000 | 97.36 | 0.00 | |||
| 3070 | STORM SEWER PIPE-18 IN RICHWOOD DRAINAGE | 00522 | LF | 7,612.00 | 7,612.000 | 231.750 | 690.000 | 921.750 | 105.18 | 24,375.46 | 96,949.66 | |
| 3075 | STORM SEWER PIPE-24 IN RICHWOOD DRAINAGE | 00524 | LF | 3,295.00 | 3,295.000 | 0.000 | 0.000 | 158.05 | 0.00 | |||
| 3080 | STORM SEWER PIPE-30 IN RICHWOOD DRAINAGE | 00526 | LF | 942.00 | 942.000 | 12.000 | 12.000 | 184.39 | 2,212.68 | |||
| 3085 | STORM SEWER PIPE-36 IN RICHWOOD DRAINAGE | 00528 | LF | 401.00 | 401.000 | 18.000 | 18.000 | 244.44 | 4,399.92 | |||
| 3090 | STORM SEWER PIPE-42 IN RICHWOOD DRAINAGE | 00529 | LF | 33.00 | 33.000 | 0.000 | 0.000 | 203.35 | 0.00 | |||
| 3095 | STORM SEWER PIPE-72 IN RICHWOOD DRAINAGE | 00534 | LF | 556.00 | 556.000 | 540.000 | 40.000 | 580.000 | 811.30 | 438,102.00 | 470,554.00 | |
| 3100 | STORM SEWER PIPE-24 IN EQUIV RICHWOOD DRAINAGE | 00554 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 89.56 | 0.00 | |||
| 3105 | PIPE CULVERT HEADWALL-15 IN RICHWOOD DRAINAGE | 01202 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 1,033.62 | 0.00 | |||
| 3110 | PIPE CULVERT HEADWALL-18 IN RICHWOOD DRAINAGE | 01204 | EACH | 12.00 | 12.000 | 1.000 | 0.000 | 1.000 | 1,061.02 | 1,061.02 | 1,061.02 | |
| 3115 | PIPE CULVERT HEADWALL-24 IN RICHWOOD DRAINAGE | 01208 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,123.18 | 0.00 | |||
| 3120 | PIPE CULVERT HEADWALL-30 IN RICHWOOD DRAINAGE | 01210 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,032.47 | 0.00 | |||
| 3125 | PIPE CULVERT HEADWALL-36 IN RICHWOOD DRAINAGE | 01212 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,067.25 | 0.00 | |||
| 3130 | S & F BOX INLET-OUTLET-18 IN RICHWOOD DRAINAGE | 01450 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,709.01 | 0.00 | |||
| 3135 | CURB BOX INLET TYPE A RICHWOOD DRAINAGE | 01456 | EACH | 161.00 | 161.000 | 1.000 | 2.000 | 3.000 | 4,538.80 | 4,538.80 | 13,616.40 | |
| 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 | 0.000 | 0.000 | 5,311.40 | 0.00 | |||
| 3150 | DROP BOX INLET TYPE 1 RICHWOOD DRAINAGE | 01490 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 3,702.49 | 0.00 | |||
| 3155 | DROP BOX INLET TYPE 2 RICHWOOD DRAINAGE | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,927.97 | 0.00 | |||
| 3160 | DROP BOX INLET TYPE 3 RICHWOOD DRAINAGE | 01496 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 3,575.00 | 0.00 | |||
| 3165 | DROP BOX INLET TYPE 4 RICHWOOD DRAINAGE | 01499 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,787.74 | 0.00 | |||
| 3170 | DROP BOX INLET TYPE 5B RICHWOOD DRAINAGE | 01505 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,078.65 | 0.00 | |||
| 3175 | DROP BOX INLET TYPE 5D RICHWOOD DRAINAGE | 01511 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,336.79 | 0.00 | |||
| 3180 | DROP BOX INLET TYPE 6C RICHWOOD DRAINAGE | 01526 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,815.14 | 0.00 | |||
| 3185 | DROP BOX INLET TYPE 6D RICHWOOD DRAINAGE | 01529 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 4,403.17 | 0.00 | |||
| 3190 | DROP BOX INLET TYPE 7 RICHWOOD DRAINAGE | 01538 | EACH | 3.00 | 3.000 | 0.500 | 0.500 | 4,465.33 | 2,232.66 | |||
| 3195 | DROP BOX INLET TYPE 13G RICHWOOD DRAINAGE | 01559 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,955.46 | 0.00 | |||
| 3200 | DROP BOX INLET TYPE 13S RICHWOOD DRAINAGE | 01568 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,059.68 | 0.00 | |||
| 3205 | DROP BOX INLET TYPE 15 RICHWOOD DRAINAGE | 01580 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 1,759.58 | 0.00 | |||
| 3210 | REMOVE DROP BOX INLET RICHWOOD DRAINAGE | 01585 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 543.68 | 0.00 | |||
| 3215 | CAP CURB BOX INLET RICHWOOD DRAINAGE | 01634 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,018.88 | 0.00 | |||
| 3220 | JUNCTION BOX-15 IN RICHWOOD DRAINAGE | 01641 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,696.37 | 0.00 | |||
| 3225 | JUNCTION BOX-18 IN RICHWOOD DRAINAGE | 01642 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 1,732.18 | 1,732.18 | 1,732.18 | |
| 3230 | FLUME INLET TYPE 1 RICHWOOD DRAINAGE | 01690 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,540.87 | 0.00 | |||
| 3235 | FLUME INLET TYPE 2 RICHWOOD DRAINAGE | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 6,412.74 | 0.00 | |||
| 3240 | MANHOLE TYPE A RICHWOOD DRAINAGE | 01756 | EACH | 13.00 | 13.000 | 2.000 | 2.000 | 2,743.68 | 5,487.36 | |||
| 3245 | MANHOLE TYPE B RICHWOOD DRAINAGE | 01761 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 4,799.33 | 0.00 | |||
| 3250 | MANHOLE TYPE C RICHWOOD DRAINAGE | 01767 | EACH | 8.00 | 8.000 | 3.000 | 0.000 | 3.000 | 7,924.43 | 23,773.29 | 23,773.29 | |
| 3255 | MANHOLE TYPE C MOD RICHWOOD DRAINAGE | 01768 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 17,642.16 | 0.00 | |||
| 3260 | MANHOLE TYPE C SPECIAL RICHWOOD DRAINAGE | 01770 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 9,360.54 | 0.00 | |||
| 3265 | PRECAST CONC BOX SECT 8 X 4 RICHWOOD DRAINAGE | 03016 | LF | 44.00 | 44.000 | 0.000 | 0.000 | 1,265.42 | 0.00 | |||
| 3270 | CONCRETE-CLASS A RICHWOOD DRAINAGE | 08100 | CUYD | 3.47 | 3.470 | 0.000 | 0.000 | 1,454.02 | 0.00 | |||
| 3275 | DRAINAGE JUNCTION BOX TY B RICHWOOD DRAINAGE | 23952EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 2,111.50 | 0.00 | |||
| 3280 | CONC MED BARR BOX INLET TY 12A1-50(MOD) RICHWOOD DRAINAGE | 23975EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,190.43 | 0.00 | |||
| 3285 | CONC MED BARR BOX INLET TY 12B1-50(MOD) RICHWOOD DRAINAGE | 23977EC | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 13,792.15 | 0.00 | |||
| 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 | 604.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8005 | STORM SEWER PIPE-72 IN RICHWOOD DRAINAGE HDPE PIPE LINER REVISION | 00534 | LF | 0.00 | 0.000 | 0.000 | 0.000 | 350.00 | 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 | 0.000 | 0.000 | 94.83 | 0.00 | |||
| 3305 | CONCRETE BARRIER WALL MOD RICHWOOD STRUCTURES | 02000 | LF | 750.00 | 750.000 | 0.000 | 0.000 | 247.28 | 0.00 | |||
| 3310 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 390.00 | 390.000 | 0.000 | 0.000 | 67.37 | 0.00 | |||
| 3315 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 614.00 | 614.000 | 0.000 | 0.000 | 67.37 | 0.00 | |||
| 3320 | STRUCTURE GRANULAR BACKFILL RICHWOOD STRUCTURES | 02231 | CUYD | 3,734.00 | 3,734.000 | 0.000 | 0.000 | 67.37 | 0.00 | |||
| 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 | 0.000 | 0.000 | 474.14 | 0.00 | |||
| 3335 | QUALITY CONTROL RICHWOOD STRUCTURES | 02572 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,095.84 | 0.00 | |||
| 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 | 1,732.000 | 0.000 | 0.000 | 10.01 | 0.00 | |||
| 3350 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 473.00 | 473.000 | 0.000 | 0.000 | 10.01 | 0.00 | |||
| 3355 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 2,145.00 | 2,145.000 | 0.000 | 0.000 | 10.01 | 0.00 | |||
| 3360 | MASONRY COATING RICHWOOD STRUCTURES | 02998 | SQYD | 140.00 | 140.000 | 0.000 | 0.000 | 10.01 | 0.00 | |||
| 3365 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 134.00 | 134.000 | 0.000 | 0.000 | 102.77 | 0.00 | |||
| 3370 | CONDUIT-4 IN RICHWOOD STRUCTURES | 04799 | LF | 262.00 | 262.000 | 0.000 | 0.000 | 105.36 | 0.00 | |||
| 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 | 0.000 | 0.000 | 12.64 | 0.00 | |||
| 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 | 0.000 | 0.000 | 26.76 | 0.00 | |||
| 3395 | FOUNDATION PREPARATION RICHWOOD STRUCTURES | 08003 | LS | 1.00 | 1.000 | 0.750 | 0.000 | 0.750 | 68,486.63 | 51,364.97 | 51,364.97 | |
| 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 | 0.000 | 0.000 | 205,459.89 | 0.00 | |||
| 3410 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 33,438.00 | 33,438.000 | 0.000 | 0.000 | 74.48 | 0.00 | |||
| 3415 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 6,158.00 | 6,158.000 | 0.000 | 0.000 | 74.48 | 0.00 | |||
| 3420 | RETAINING WALL RICHWOOD STRUCTURES | 08018 | SQFT | 2,485.00 | 2,485.000 | 0.000 | 0.000 | 74.48 | 0.00 | |||
| 3425 | CRUSHED AGGREGATE SLOPE PROT RICHWOOD STRUCTURES | 08020 | TON | 42.00 | 42.000 | 0.000 | 0.000 | 63.22 | 0.00 | |||
| 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 | 0.000 | 0.000 | 63.22 | 0.00 | |||
| 3440 | TEST PILES RICHWOOD STRUCTURES | 08033 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 263.41 | 0.00 | |||
| 3445 | TEST PILES RICHWOOD STRUCTURES | 08033 | LF | 70.00 | 70.000 | 0.000 | 0.000 | 263.41 | 0.00 | |||
| 3450 | PRE-DRILLING FOR PILES RICHWOOD STRUCTURES | 08039 | LF | 144.00 | 144.000 | 0.000 | 0.000 | 302.12 | 0.00 | |||
| 3455 | PRE-DRILLING FOR PILES RICHWOOD STRUCTURES | 08039 | LF | 793.00 | 793.000 | 0.000 | 0.000 | 302.12 | 0.00 | |||
| 3460 | PILES-STEEL HP14X89 RICHWOOD STRUCTURES | 08051 | LF | 476.00 | 476.000 | 0.000 | 0.000 | 102.55 | 0.00 | |||
| 3465 | PILES-STEEL HP14X89 RICHWOOD STRUCTURES | 08051 | LF | 820.00 | 820.000 | 0.000 | 0.000 | 102.55 | 0.00 | |||
| 3470 | PILE POINTS-14 IN RICHWOOD STRUCTURES | 08095 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 158.05 | 0.00 | |||
| 3475 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 359.00 | 359.000 | 0.000 | 0.000 | 1,016.29 | 0.00 | |||
| 3480 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 230.20 | 230.200 | 0.000 | 0.000 | 1,016.29 | 0.00 | |||
| 3485 | CONCRETE-CLASS A RICHWOOD STRUCTURES | 08100 | CUYD | 82.80 | 82.800 | 0.000 | 0.000 | 1,016.29 | 0.00 | |||
| 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 | 794.000 | 0.000 | 0.000 | 956.10 | 0.00 | |||
| 3500 | CONCRETE-CLASS AA RICHWOOD STRUCTURES | 08104 | CUYD | 448.30 | 448.300 | 0.000 | 0.000 | 956.10 | 0.00 | |||
| 3505 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 121,614.00 | 121,614.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 3510 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 37,788.00 | 37,788.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 3515 | STEEL REINFORCEMENT RICHWOOD STRUCTURES | 08150 | LB | 7,759.00 | 7,759.000 | 0.000 | 0.000 | 1.48 | 0.00 | |||
| 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 | 214,429.000 | 0.000 | 0.000 | 1.53 | 0.00 | |||
| 3530 | STEEL REINFORCEMENT-EPOXY COATED RICHWOOD STRUCTURES | 08151 | LB | 32,476.00 | 32,476.000 | 0.000 | 0.000 | 1.53 | 0.00 | |||
| 3535 | STRUCTURAL STEEL RICHWOOD STRUCTURES | 08160 | LS | 1.00 | 1.000 | 0.102 | 0.102 | 3,951,151.55 | 403,017.45 | |||
| 3540 | SHEAR CONNECTORS RICHWOOD STRUCTURES | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 100,095.84 | 0.00 | |||
| 3545 | BRIDGE CHAIN LINK FENCE-8 FT RICHWOOD STRUCTURES | 08712 | LF | 422.00 | 422.000 | 0.000 | 0.000 | 237.07 | 0.00 | |||
| 3550 | DRAIN PIPE-8 IN RICHWOOD STRUCTURES | 08821 | LF | 656.00 | 656.000 | 0.000 | 0.000 | 263.41 | 0.00 | |||
| 3555 | SOIL NAIL WALL RICHWOOD STRUCTURES | 20603ED | SQFT | 3,465.00 | 3,465.000 | 0.000 | 0.000 | 263.41 | 0.00 | |||
| 3560 | ROCK SOUNDINGS RICHWOOD STRUCTURES | 20745ED | LF | 245.00 | 245.000 | 167.000 | 78.000 | 245.000 | 75.27 | 12,570.09 | 18,441.15 | |
| 3565 | ROCK SOUNDINGS RICHWOOD STRUCTURES | 20745ED | LF | 40.00 | 40.000 | 0.000 | 0.000 | 75.27 | 0.00 | |||
| 3570 | ROCK CORINGS RICHWOOD STRUCTURES | 20746ED | LF | 1,746.00 | 1,746.000 | 1,496.000 | 250.000 | 1,746.000 | 94.83 | 141,865.68 | 165,573.18 | |
| 3575 | ROCK CORINGS RICHWOOD STRUCTURES | 20746ED | LF | 200.00 | 200.000 | 0.000 | 0.000 | 94.83 | 0.00 | |||
| 3580 | FORM LINER RICHWOOD STRUCTURES | 21342ED | SQFT | 16,154.00 | 16,154.000 | 0.000 | 0.000 | 15.80 | 0.00 | |||
| 3585 | DRILLED SHAFT-66 IN (COMMON) RICHWOOD STRUCTURES | 21420ED | LF | 245.00 | 245.000 | 0.000 | 0.000 | 1,580.46 | 0.00 | |||
| 3590 | DRILLED SHAFT-60 IN (SOLID ROCK) RICHWOOD STRUCTURES | 21421ED | LF | 568.00 | 568.000 | 0.000 | 0.000 | 1,580.46 | 0.00 | |||
| 3595 | RAIL SYSTEM TYPE III RICHWOOD STRUCTURES | 21532ED | LF | 566.00 | 566.000 | 0.000 | 0.000 | 135.67 | 0.00 | |||
| 3600 | HORIZONTAL DRAIN RICHWOOD STRUCTURES | 22410EN | LF | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 36.88 | 0.00 | |||
| 3605 | DRILLED SHAFT-66 IN (ROCK) RICHWOOD STRUCTURES | 23000EX | LF | 80.00 | 80.000 | 0.000 | 0.000 | 1,580.46 | 0.00 | |||
| 3610 | DRILLED SHAFT-66 IN (ROCK) RICHWOOD STRUCTURES | 23000EX | LF | 518.00 | 518.000 | 0.000 | 0.000 | 1,580.46 | 0.00 | |||
| 3615 | BEARING PADS RICHWOOD STRUCTURES | 23380EC | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 10,536.40 | 0.00 | |||
| 3620 | BARRIER ON MSE WALL RICHWOOD STRUCTURES | 23636EC | LF | 1,934.40 | 1,934.400 | 0.000 | 0.000 | 553.16 | 0.00 | |||
| 3625 | LIGHTWEIGHT CELLULAR CONCRETE FILL | 23930EC | CUYD | 1,215.05 | 1,215.050 | 0.000 | 0.000 | 197.66 | 0.00 | |||
| 3630 | PPC I-BEAM TYPE HN 42-49 | 23981EC | LF | 1,981.00 | 1,981.000 | 0.000 | 0.000 | 398.46 | 0.00 | |||
| 3635 | DECK WATERPROOFING RICHWOOD STRUCTURES | 24848EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 158,046.07 | 0.00 | |||
| 4430 | EXTRA WORK NEED SUPPLEMENTAL DESCRIPTION POST TENSION | 10090NX | LS | 1.00 | 1.000 | 0.000 | 0.000 | 267,756.93 | 0.00 | |||
| 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 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 3660 | EC COMMUNICATIONS PULL BOX RICHWOOD ELECTRIC & COMM. | 17001 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 3665 | EC COMMUNICATIONS PULL BOX RICHWOOD ELECTRIC & COMM. | 17001 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 3670 | EC DUCT - 02 BANK CONCRETE ENCASED I-75 UTILITY DUCT BANK | 17004 | LF | 1,254.00 | 1,254.000 | 0.000 | 0.000 | 541.64 | 0.00 | |||
| 3675 | EC DUCT - 04 BANK CONCRETE ENCASED E GRAND NATIONAL DUKE | 17008 | LF | 580.00 | 580.000 | 0.000 | 0.000 | 136.65 | 0.00 | |||
| 3680 | EC DUCT - 04 BANK CONCRETE ENCASED E GRAND NATIONAL OWEN | 17008 | LF | 527.00 | 527.000 | 0.000 | 0.000 | 291.65 | 0.00 | |||
| 3685 | EC DUCT - 04 BANK CONCRETE ENCASED E LOGISTICS | 17008 | LF | 80.00 | 80.000 | 85.000 | 85.000 | 146.65 | 12,465.25 | |||
| 3690 | EC ELECTRIC MANHOLE DUKE | 17028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 24,850.00 | 0.00 | |||
| 3695 | EC ELECTRIC MANHOLE OWEN | 17028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 17,350.00 | 0.00 | |||
| 3700 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 17,425.00 | 0.00 | |||
| 3705 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 17,425.00 | 0.00 | |||
| 3710 | EC ELECTRIC MANHOLE RICHWOOD ELECTRIC & COMM. | 17028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 17,425.00 | 0.00 | |||
| 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 | 1.000 | 0.000 | 0.000 | 985,350.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 28,555.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 3745 | SBM ALUM SHEET SIGNS .125 IN RICHWOOD SIGNS & SUPPORTS | 06407 | SQFT | 1,959.00 | 1,959.000 | 0.000 | 0.000 | 14.35 | 0.00 | |||
| 3750 | SBM ALUM SHEET SIGNS .125 IN RICHWOOD SIGNS & SUPPORTS | 06407 | SQFT | 1,086.00 | 1,086.000 | 0.000 | 0.000 | 14.35 | 0.00 | |||
| 3755 | STEEL POST TYPE 1 RICHWOOD SIGNS & SUPPORTS | 06410 | LF | 4,480.00 | 4,480.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 3760 | GMSS GALV STEEL TYPE C RICHWOOD SIGNS & SUPPORTS | 06441 | LB | 15,891.00 | 15,891.000 | 0.000 | 0.000 | 6.55 | 0.00 | |||
| 3765 | SIGN BRIDGE ATTACHMENT BRACKET RICHWOOD SIGNS & SUPPORTS | 06448 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 3770 | REMOVE SIGN SUPPORT BEAM RICHWOOD SIGNS & SUPPORTS | 06451 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 3775 | OSS ALUMINUM 120 FT TRUSS RICHWOOD SIGNS & SUPPORTS | 06463 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 126,358.00 | 0.00 | |||
| 3780 | OSS ALUMINUM 130 FT TRUSS RICHWOOD SIGNS & SUPPORTS | 06467 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 146,295.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 3795 | STEEL REINFORCEMENT FOR SIGNS RICHWOOD SIGNS & SUPPORTS | 06491 | LB | 25,390.00 | 25,390.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 3800 | REMOVE & RELOCATE SIGNS RICHWOOD SIGNS & SUPPORTS | 20418ED | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 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 | 473.000 | 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 | 4,697.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 3835 | ELECTRICAL JUNCTION BOX TYPE B RICHWOOD TRAFFIC SIGNALS | 04811 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 3840 | TRENCHING AND BACKFILLING RICHWOOD TRAFFIC SIGNALS | 04820 | LF | 3,388.00 | 3,388.000 | 80.000 | 0.000 | 80.000 | 3.00 | 240.00 | 240.00 | |
| 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 | 15,860.000 | 1,475.000 | 0.000 | 1,475.000 | 0.95 | 1,401.25 | 1,401.25 | |
| 3855 | CABLE-NO. 14/5C RICHWOOD TRAFFIC SIGNALS | 04844 | LF | 32,630.00 | 32,630.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 3860 | CABLE-NO. 14/1 PAIR RICHWOOD TRAFFIC SIGNALS | 04850 | LF | 13,091.00 | 13,091.000 | 0.000 | 0.000 | 1.30 | 0.00 | |||
| 3865 | POLE 45 FT WOODEN RICHWOOD TRAFFIC SIGNALS | 04873 | EACH | 10.00 | 10.000 | 3.000 | 0.000 | 3.000 | 1,200.00 | 3,600.00 | 3,600.00 | |
| 3870 | ANCHOR RICHWOOD TRAFFIC SIGNALS | 04884 | EACH | 18.00 | 18.000 | 6.000 | 0.000 | 6.000 | 450.00 | 2,700.00 | 2,700.00 | |
| 3875 | MESSENGER-10800 LB RICHWOOD TRAFFIC SIGNALS | 04885 | LF | 706.00 | 706.000 | 104.000 | 0.000 | 104.000 | 5.00 | 520.00 | 520.00 | |
| 3880 | MESSENGER-15400 LB RICHWOOD TRAFFIC SIGNALS | 04886 | LF | 2,485.00 | 2,485.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 3885 | LOOP SAW SLOT AND FILL RICHWOOD TRAFFIC SIGNALS | 04895 | LF | 5,984.00 | 5,984.000 | 563.000 | 0.000 | 563.000 | 9.00 | 5,067.00 | 5,067.00 | |
| 3890 | BLANKOUT SIGN RICHWOOD TRAFFIC SIGNALS | 04905 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 3895 | INSTALL STEEL STRAIN POLE RICHWOOD TRAFFIC SIGNALS | 04932 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 3900 | TEMP SIGNAL RICHWOOD TRAFFIC SIGNALS | 04935 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 122,250.00 | 0.00 | |||
| 3905 | INSTALL SPAN MOUNTED SIGN RICHWOOD TRAFFIC SIGNALS | 06472 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 346.66 | 0.00 | |||
| 3910 | INSTALL SPAN MOUNTED SIGN RICHWOOD TRAFFIC SIGNALS | 06472 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 346.66 | 0.00 | |||
| 3915 | INSTALL PEDESTRIAN HEAD-LED RICHWOOD TRAFFIC SIGNALS | 20093NS835 | EACH | 32.00 | 32.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 3920 | INSTALL LED SIGNAL-3 SECTION RICHWOOD TRAFFIC SIGNALS | 20188NS835 | EACH | 126.00 | 126.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 3925 | INSTALL LED SIGNAL-5 SECTION RICHWOOD TRAFFIC SIGNALS | 20189NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 3930 | INSTALL LED SIGNAL- 4 SECTION RICHWOOD TRAFFIC SIGNALS | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 3935 | INSTALL COORDINATING UNIT RICHWOOD TRAFFIC SIGNALS | 20390NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 3950 | BORE AND JACK CONDUIT RICHWOOD TRAFFIC SIGNALS | 21543EN | LF | 607.00 | 607.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 3955 | RELOCATE SIGNAL HEAD RICHWOOD TRAFFIC SIGNALS | 21659NN | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 3960 | INSTALL PEDESTRIAN DETECTOR RICHWOOD TRAFFIC SIGNALS | 21743NN | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 3965 | INSTALL MAST ARM POLE RICHWOOD TRAFFIC SIGNALS | 22631NN | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 3,850.00 | 0.00 | |||
| 3970 | INSTALL LUMINAIRE POLE RICHWOOD TRAFFIC SIGNALS | 22939ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 3975 | TRAFFIC SIGNAL POLE BASE RICHWOOD TRAFFIC SIGNALS | 23157EN | CUYD | 148.00 | 148.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 3980 | INSTALL SIGNAL PEDESTAL RICHWOOD TRAFFIC SIGNALS | 23222EC | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 3985 | INSTALL PEDESTAL POST RICHWOOD TRAFFIC SIGNALS | 23235EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 3990 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 RICHWOOD TRAFFIC SIGNALS | 24900EC | LF | 1,084.00 | 1,084.000 | 90.000 | 0.000 | 90.000 | 3.00 | 270.00 | 270.00 | |
| 3995 | PVC CONDUIT-2 IN-SCHEDULE 80 RICHWOOD TRAFFIC SIGNALS | 24901EC | LF | 2,365.00 | 2,365.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 4000 | INSTALL SIGNAL CONTROLLER-TY ATC RICHWOOD TRAFFIC SIGNALS | 24908EC | EACH | 8.00 | 8.000 | 2.000 | 0.000 | 2.000 | 5,000.00 | 10,000.00 | 10,000.00 | |
| 4005 | REMOVE SIGNAL EQUIPMENT RICHWOOD TRAFFIC SIGNALS | 24955ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,500.00 | 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 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
| 4015 | POLE 80 FT MTG HT HIGH MAST RICHWOOD LIGHTING | 04710 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 4020 | BRACKET 6 FT RICHWOOD LIGHTING | 04721 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 252.00 | 0.00 | |||
| 4025 | BRACKET 10 FT RICHWOOD LIGHTING | 04723 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 4030 | BRACKET 12 FT RICHWOOD LIGHTING | 04724 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 466.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 931.00 | 0.00 | |||
| 4045 | POLE BASE-HIGH MAST RICHWOOD LIGHTING | 04742 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 6,970.00 | 0.00 | |||
| 4050 | TRANSFORMER BASE RICHWOOD LIGHTING | 04750 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 757.00 | 0.00 | |||
| 4055 | LIGHTING CONTROL EQUIPMENT RICHWOOD LIGHTING | 04761 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 20,852.00 | 0.00 | |||
| 4060 | FUSED CONNECTOR KIT RICHWOOD LIGHTING | 04780 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 4065 | CONDUIT-2 IN RICHWOOD LIGHTING | 04795 | LF | 2,207.00 | 2,207.000 | 0.000 | 0.000 | 14.80 | 0.00 | |||
| 4070 | CONDUIT-3 IN RICHWOOD LIGHTING | 04797 | LF | 2,040.00 | 2,040.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 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 | 10,762.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 4085 | WIRE-NO. 12 RICHWOOD LIGHTING | 04832 | LF | 4,080.00 | 4,080.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 4090 | WIRE-NO. 8 RICHWOOD LIGHTING | 04833 | LF | 15,765.00 | 15,765.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 4095 | CABLE-NO. 8/3C DUCTED RICHWOOD LIGHTING | 04860 | LF | 13,037.00 | 13,037.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 4100 | REMOVE LIGHTING RICHWOOD LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,800.00 | 0.00 | |||
| 4105 | ELECTRICAL JUNCTION BOX TYPE A RICHWOOD LIGHTING | 20391NS835 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 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 | 0.125 | 0.125 | 165,000.00 | 20,625.00 | |||
| 4120 | TEMPORARY LIGHTING RICHWOOD LIGHTING | 20454NS835 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 4125 | BORE AND JACK CONDUIT RICHWOOD LIGHTING | 21543EN | LF | 2,109.00 | 2,109.000 | 0.000 | 0.000 | 18.77 | 0.00 | |||
| 4130 | LED LUMINAIRE RICHWOOD LIGHTING | 24589ED | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 706.00 | 0.00 | |||
| 4135 | HIGH MAST LED LUMINAIRE RICHWOOD LIGHTING | 24749EC | EACH | 123.00 | 123.000 | 0.000 | 0.000 | 1,138.00 | 0.00 | |||
| 4140 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 RICHWOOD LIGHTING | 24900EC | LF | 2,329.00 | 2,329.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 4145 | PVC CONDUIT-2 IN-SCHEDULE 80 RICHWOOD LIGHTING | 24901EC | LF | 252.00 | 252.000 | 0.000 | 0.000 | 6.00 | 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 | 0.000 | 0.000 | 997.80 | 0.00 | |||
| 4155 | DROP BOX INLET TYPE 4 MOD RICHWOOD WATER & SEWER | 01500 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 6,809.67 | 0.00 | |||
| 4160 | SAFELOADING RICHWOOD WATER & SEWER | 02690 | CUYD | 89.00 | 89.000 | 0.000 | 0.000 | 212.84 | 0.00 | |||
| 4165 | W ENCASEMENT CONCRETE RICHWOOD WATER & SEWER | 14005 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 131.71 | 0.00 | |||
| 4170 | W ENCASEMENT STEEL BORED RANGE 6 RICHWOOD WATER & SEWER | 14011 | LF | 54.00 | 54.000 | 0.000 | 0.000 | 1,244.35 | 0.00 | |||
| 4175 | W ENCASEMENT STEEL OPEN CUT RANGE 6 RICHWOOD WATER & SEWER | 14017 | LF | 69.00 | 69.000 | 0.000 | 0.000 | 337.16 | 0.00 | |||
| 4180 | W FIRE HYDRANT ADJUST RICHWOOD WATER & SEWER | 14018 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,634.10 | 0.00 | |||
| 4185 | W FIRE HYDRANT ASSEMBLY RICHWOOD WATER & SEWER | 14019 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 4,846.75 | 0.00 | |||
| 4190 | W FIRE HYDRANT RELOCATE RICHWOOD WATER & SEWER | 14020 | EACH | 21.00 | 21.000 | 5.000 | 5.000 | 3,582.38 | 17,911.90 | |||
| 4195 | W FIRE HYDRANT REMOVE RICHWOOD WATER & SEWER | 14021 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,264.37 | 0.00 | |||
| 4200 | W METER ADJUST RICHWOOD WATER & SEWER | 14029 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 790.23 | 0.00 | |||
| 4205 | W METER RELOCATE RICHWOOD WATER & SEWER | 14030 | EACH | 21.00 | 21.000 | 2.000 | 2.000 | 1,159.00 | 2,318.00 | |||
| 4210 | W METER VAULT RICHWOOD WATER & SEWER | 14031 | EACH | 1.00 | 1.000 | 0.850 | 0.850 | 42,145.61 | 35,823.77 | |||
| 4215 | W METER VAULT RICHWOOD WATER & SEWER | 14031 | EACH | 1.00 | 1.000 | 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 | 0.000 | 0.000 | 115.90 | 0.00 | |||
| 4225 | W PIPE DUCTILE IRON 08 INCH RICHWOOD WATER & SEWER | 14037 | LF | 1,342.00 | 1,308.000 | 227.000 | 227.000 | 134.87 | 30,615.49 | |||
| 4230 | W PIPE DUCTILE IRON 12 INCH RICHWOOD WATER & SEWER | 14039 | LF | 8,980.00 | 9,020.000 | 0.000 | 0.000 | 131.60 | 0.00 | |||
| 4235 | W PIPE DUCTILE IRON 16 INCH RICHWOOD WATER & SEWER | 14040 | LF | 1,115.00 | 1,115.000 | 947.500 | 947.500 | 155.83 | 147,648.92 | |||
| 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 | 0.000 | 0.000 | 153.20 | 0.00 | |||
| 4250 | W PIPE DCTL IRON RSTRND JOINT 12 IN RICHWOOD WATER & SEWER | 14050 | LF | 787.00 | 787.000 | 54.000 | 54.000 | 153.20 | 8,272.80 | |||
| 4255 | W PIPE DCTL IRON RSTRND JOINT 16 IN RICHWOOD WATER & SEWER | 14051 | LF | 270.00 | 270.000 | 100.000 | 100.000 | 189.66 | 18,966.00 | |||
| 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 | 1.000 | 1.000 | 3,160.92 | 3,160.92 | |||
| 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 | 1.000 | 1.000 | 2,950.20 | 2,950.20 | |||
| 4280 | W TIE-IN 08 INCH RICHWOOD WATER & SEWER | 14095 | EACH | 7.00 | 5.000 | 1.000 | 1.000 | 3,160.92 | 3,160.92 | |||
| 4285 | W TIE-IN 12 INCH RICHWOOD WATER & SEWER | 14097 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,741.38 | 0.00 | |||
| 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 | 2.000 | 2.000 | 1,791.19 | 3,582.38 | |||
| 4305 | W VALVE 12 INCH RICHWOOD WATER & SEWER | 14108 | EACH | 24.00 | 26.000 | 0.000 | 0.000 | 3,371.65 | 0.00 | |||
| 4310 | W VALVE 16 INCH RICHWOOD WATER & SEWER | 14109 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 6,743.30 | 20,229.90 | |||
| 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 | 0.000 | 0.000 | 4,741.38 | 0.00 | |||
| 4325 | W SERV COPPER LONG SIDE 1 IN RICHWOOD WATER & SEWER | 14145 | EACH | 4.00 | 3.000 | 0.000 | 0.000 | 4,425.29 | 0.00 | |||
| 4330 | W SERV COPPER SHORT SIDE 1 IN RICHWOOD WATER & SEWER | 14149 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,264.37 | 1,264.37 | |||
| 4335 | W SERV COPPER SHORT SIDE 2 IN RICHWOOD WATER & SEWER | 14151 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 3,371.65 | 0.00 | |||
| 4340 | W SERV COPPER SHORT SIDE 3/4 IN RICHWOOD WATER & SEWER | 14152 | EACH | 7.00 | 7.000 | 1.000 | 1.000 | 1,159.00 | 1,159.00 | |||
| 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 | 0.000 | 0.000 | 127.49 | 0.00 | |||
| 4355 | S ENCASEMENT STEEL OPEN CUT RANGE 4 RICHWOOD WATER & SEWER | 15023 | LF | 120.00 | 120.000 | 0.000 | 0.000 | 452.01 | 0.00 | |||
| 4360 | S LATERAL CLEANOUT RICHWOOD WATER & SEWER | 15086 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,899.62 | 0.00 | |||
| 4365 | S LATERAL SHORT SIDE 06 INCH RICHWOOD WATER & SEWER | 15090 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 3,238.89 | 3,238.89 | |||
| 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 | 0.500 | 0.500 | 11,991.48 | 5,995.74 | |||
| 4380 | S MANHOLE ABANDON/REMOVE RICHWOOD WATER & SEWER | 15093 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 3,932.19 | 0.00 | |||
| 4385 | S MANHOLE ADJUST TO GRADE RICHWOOD WATER & SEWER | 15094 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 616.38 | 0.00 | |||
| 4390 | S MANHOLE CASTING STANDARD RICHWOOD WATER & SEWER | 15095 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 650.10 | 0.00 | |||
| 4395 | S MANHOLE CASTING WATERTIGHT RICHWOOD WATER & SEWER | 15096 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 738.60 | 0.00 | |||
| 4400 | S MANHOLE SPECIAL RICHWOOD WATER & SEWER | 15098 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 11,842.91 | 0.00 | |||
| 4405 | S MANHOLE WITH DROP RICHWOOD WATER & SEWER | 15101 | EACH | 12.00 | 12.000 | 0.500 | 0.500 | 11,851.35 | 5,925.67 | |||
| 4410 | S PIPE DUCTILE IRON 08 INCH RICHWOOD WATER & SEWER | 15104 | LF | 2,341.00 | 2,341.000 | 189.200 | 189.200 | 360.44 | 68,195.24 | |||
| 4415 | S PIPE PVC 08 INCH RICHWOOD WATER & SEWER | 15112 | LF | 1,577.00 | 1,577.000 | 0.000 | 0.000 | 244.39 | 0.00 | |||
| 8001 | W SERV COPPER LONG SIDE 2 IN RICHWOOD WATER & SEWER | 14147 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,895.42 | 0.00 | |||
| 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 | |||
| SUBTOT | $1,163,599.42 |
$8,366,129.79 |
||||||||||
| 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 | ||||||
| SUBTOT | $248,966.35 |
|||||||||||
| 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 | 39,376.000 | 0.000 | 0.000 | 28.16 | 0.00 | |||
| 0590 | DRAINAGE BLANKET-TYPE II-ASPH MT. ZION PAVEMENT | 00018 | TON | 8,905.00 | 8,905.000 | 0.000 | 0.000 | 66.77 | 0.00 | |||
| 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 | 0.000 | 0.000 | 30.23 | 0.00 | |||
| 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 | 0.000 | 0.000 | 90.24 | 0.00 | |||
| 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 | 5,545.000 | 0.000 | 0.000 | 75.72 | 0.00 | |||
| 0630 | CL3 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT | 00214 | TON | 14,995.00 | 14,995.000 | 0.000 | 0.000 | 68.96 | 0.00 | |||
| 0635 | CL4 ASPH BASE 1.00D PG64-22 MT. ZION PAVEMENT | 00217 | TON | 4,830.00 | 4,830.000 | 0.000 | 0.000 | 71.84 | 0.00 | |||
| 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 | 0.000 | 0.000 | 97.88 | 0.00 | |||
| 0655 | CL2 ASPH SURF 0.38D PG64-22 MT. ZION PAVEMENT | 00301 | TON | 2,873.00 | 2,873.000 | 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 | 0.000 | 0.000 | 1,125.37 | 0.00 | |||
| 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 | 1,264.000 | 0.000 | 0.000 | 87.07 | 0.00 | |||
| 0690 | MOBILIZATION FOR MILL & TEXT MT. ZION PAVEMENT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,776.68 | 0.00 | |||
| 0695 | ASPHALT PAVE MILLING & TEXTURING MT. ZION PAVEMENT | 02677 | TON | 3,332.00 | 3,332.000 | 0.000 | 0.000 | 20.66 | 0.00 | |||
| 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 | 0.000 | 0.000 | 33,660.24 | 0.00 | |||
| 0710 | PAVE MOUNT INFRARED TEMP EQUIPMENT MT. ZION PAVEMENT | 24891EC | SF | 1.00 | 1.000 | 0.000 | 0.000 | 13,334.39 | 0.00 | |||
| 0715 | FULL-DEPTH ASPH PAVEMENT TEMPORARY PAVEMENT | 23764EC | SQYD | 5,440.00 | 5,440.000 | 0.000 | 0.000 | 30.56 | 0.00 | |||
| 0720 | HMA ELECTRONIC DELIVERY MGMT SYSTEM MT. ZION PAVEMENT | 24986EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 40,003.15 | 0.00 | |||
| 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 | 38.000 | 0.000 | 0.000 | 97.99 | 0.00 | |||
| 0730 | PERFORATED PIPE-4 IN MT. ZION ROADWAY | 01000 | LF | 13,282.00 | 13,282.000 | 0.000 | 0.000 | 6.32 | 0.00 | |||
| 0735 | PERFORATED PIPE-6 IN MT. ZION ROADWAY | 01001 | LF | 26.00 | 26.000 | 0.000 | 0.000 | 99.04 | 0.00 | |||
| 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 | 0.000 | 0.000 | 18.97 | 0.00 | |||
| 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 | 0.000 | 0.000 | 72.70 | 0.00 | |||
| 0770 | CORED HOLE DRAINAGE BOX CON-4 IN MT. ZION ROADWAY | 01740 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 316.09 | 0.00 | |||
| 0775 | ADJUST MANHOLE FRAME TO GRADE MT. ZION ROADWAY | 01791 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 612.17 | 0.00 | |||
| 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 | 22,441.000 | 0.000 | 0.000 | 23.49 | 0.00 | |||
| 0790 | BARRIER CURB AND GUTTER MT. ZION ROADWAY | 01815 | LF | 7,089.00 | 7,089.000 | 0.000 | 0.000 | 29.01 | 0.00 | |||
| 0795 | LIP INTEGRAL CURB MT. ZION ROADWAY | 01840 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 52.23 | 0.00 | |||
| 0800 | STANDARD HEADER CURB MT. ZION ROADWAY | 01875 | LF | 3,056.00 | 3,056.000 | 0.000 | 0.000 | 28.15 | 0.00 | |||
| 0805 | STANDARD BARRIER MEDIAN TYPE 2 MT. ZION ROADWAY | 01917 | SQYD | 20.40 | 20.400 | 0.000 | 0.000 | 155.36 | 0.00 | |||
| 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 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0820 | CURB TO BARRIER WALL TRANS MT. ZION ROADWAY | 02001 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 7,364.98 | 0.00 | |||
| 0825 | BARRICADE-TYPE III MT. ZION ROADWAY | 02014 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0830 | REMOVE PAVEMENT MT. ZION ROADWAY | 02091 | SQYD | 34,950.00 | 34,950.000 | 0.000 | 0.000 | 8.85 | 0.00 | |||
| 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 | 14,304.000 | 77,236.000 | 91,540.000 | 10.15 | 145,185.60 | 929,131.00 | |
| 0845 | STRUCTURE GRANULAR BACKFILL MT. ZION ROADWAY | 02231 | CUYD | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 68.49 | 0.00 | |||
| 0850 | WATER MT. ZION ROADWAY | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 0855 | GUARDRAIL-STEEL W BEAM-S FACE MT. ZION ROADWAY | 02351 | LF | 525.00 | 525.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 0860 | GUARDRAIL END TREATMENT TYPE 1 MT. ZION ROADWAY | 02367 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0865 | GUARDRAIL END TREATMENT TYPE 2A MT. ZION ROADWAY | 02369 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0870 | REMOVE GUARDRAIL MT. ZION ROADWAY | 02381 | LF | 2,325.00 | 2,325.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 59.00 | 0.00 | |||
| 0895 | CLEARING AND GRUBBING MT. ZION ROADWAY | 02545 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 554,939.81 | 499,445.82 | |||
| 0900 | CONCRETE-CLASS B MT. ZION ROADWAY | 02555 | CUYD | 1,127.00 | 1,127.000 | 0.000 | 0.000 | 700.67 | 0.00 | |||
| 0905 | TEMPORARY SIGNS MT. ZION ROADWAY | 02562 | SQFT | 1,000.00 | 1,000.000 | 248.000 | 248.000 | 7.50 | 1,860.00 | |||
| 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 | 0.000 | 0.000 | 2.63 | 0.00 | |||
| 0920 | FABRIC GEOTEXTILE TY IV FOR PIPE MT. ZION ROADWAY | 02600 | SQYD | 34,454.00 | 34,454.000 | 799.100 | 3,667.910 | 4,467.010 | 4.21 | 3,364.21 | 18,806.11 | |
| 0925 | HANDRAIL-TYPE A-2 MT. ZION ROADWAY | 02612 | LF | 1,624.00 | 1,624.000 | 0.000 | 0.000 | 126.34 | 0.00 | |||
| 0930 | HANDRAIL-TYPE A-3 MT. ZION ROADWAY | 02613 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 131.71 | 0.00 | |||
| 0935 | REMOVE HEADWALL MT. ZION ROADWAY | 02625 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 674.33 | 0.00 | |||
| 0940 | MAINTAIN & CONTROL TRAFFIC MT. ZION ROADWAY | 02650 | LS | 1.00 | 1.000 | 0.024 | 0.124 | 0.148 | 1,925,161.73 | 46,203.88 | 284,923.93 | |
| 0945 | PORTABLE CHANGEABLE MESSAGE SIGN MT. ZION ROADWAY | 02671 | EACH | 10.00 | 10.000 | 1.000 | 1.000 | 2,208.67 | 2,208.67 | |||
| 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 | 1,225.000 | 1,225.000 | 2.58 | 3,160.50 | |||
| 0965 | SILT TRAP TYPE A MT. ZION ROADWAY | 02703 | EACH | 58.00 | 58.000 | 4.000 | 0.000 | 4.000 | 258.14 | 1,032.56 | 1,032.56 | |
| 0970 | SILT TRAP TYPE B MT. ZION ROADWAY | 02704 | EACH | 58.00 | 58.000 | 18.000 | 18.000 | 258.14 | 4,646.52 | |||
| 0975 | SILT TRAP TYPE C MT. ZION ROADWAY | 02705 | EACH | 58.00 | 58.000 | 2.000 | 2.000 | 315.04 | 630.08 | |||
| 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 | 0.000 | 0.000 | 72.70 | 0.00 | |||
| 0990 | CLEAN SILT TRAP TYPE C MT. ZION ROADWAY | 02708 | EACH | 58.00 | 58.000 | 2.000 | 2.000 | 72.70 | 145.40 | |||
| 0995 | SIDEWALK-4 IN CONCRETE MT. ZION ROADWAY | 02720 | SQYD | 2,817.00 | 2,817.000 | 0.000 | 0.000 | 56.58 | 0.00 | |||
| 1000 | ARROW PANEL MT. ZION ROADWAY | 02775 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 1,163.01 | 0.00 | |||
| 1005 | MASONRY COATING MT. ZION ROADWAY | 02998 | SQYD | 1,120.00 | 1,120.000 | 0.000 | 0.000 | 10.01 | 0.00 | |||
| 1010 | CONCRETE BARRIER WALL TYPE 9T MT. ZION ROADWAY | 03171 | LF | 300.00 | 300.000 | 0.000 | 0.000 | 49.52 | 0.00 | |||
| 1015 | EROSION CONTROL BLANKET MT. ZION ROADWAY | 05950 | SQYD | 23,325.00 | 23,325.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 1020 | TEMP MULCH MT. ZION ROADWAY | 05952 | SQYD | 187,150.00 | 187,150.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 1025 | TEMP SEEDING AND PROTECTION MT. ZION ROADWAY | 05953 | SQYD | 140,300.00 | 140,300.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 1030 | INITIAL FERTILIZER MT. ZION ROADWAY | 05963 | TON | 8.70 | 8.700 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 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 | 4.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1125 | STRUCTURE EXCAVATION-COMMON MT. ZION ROADWAY | 08001 | CUYD | 1,983.00 | 1,983.000 | 52.000 | 52.000 | 33.72 | 1,753.44 | |||
| 1130 | RETAINING WALL MT. ZION ROADWAY | 08018 | SQFT | 358.00 | 358.000 | 0.000 | 0.000 | 189.66 | 0.00 | |||
| 1135 | PRE-DRILLING FOR PILES MT. ZION ROADWAY | 08039 | LF | 195.00 | 195.000 | 0.000 | 0.000 | 205.46 | 0.00 | |||
| 1140 | CONCRETE-CLASS A MT. ZION ROADWAY | 08100 | CUYD | 1,951.00 | 1,951.000 | 0.000 | 0.000 | 666.95 | 0.00 | |||
| 1145 | STEEL REINFORCEMENT-EPOXY COATED MT. ZION ROADWAY | 08151 | LB | 815.00 | 815.000 | 0.000 | 0.000 | 7.38 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.62 | 0.00 | |||
| 1160 | SAWCUT PAVEMENT MT. ZION ROADWAY | 20550ND | LF | 23,218.00 | 23,218.000 | 0.000 | 0.000 | 2.65 | 0.00 | |||
| 1165 | FORM LINER MT. ZION ROADWAY | 21342ED | SQFT | 10,302.00 | 10,302.000 | 0.000 | 0.000 | 15.80 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.46 | 0.00 | |||
| 1180 | HIGH STRENGTH GEOTEXTILE FABRIC TY V MT. ZION ROADWAY | 22861EN | SQYD | 62,000.00 | 62,000.000 | 0.000 | 0.000 | 3.16 | 0.00 | |||
| 1185 | DETECTABLE WARNINGS MT. ZION ROADWAY | 23158ES505 | SQFT | 1,528.00 | 1,528.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 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 | 0.000 | 0.000 | 0.000 | 64.39 | 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 | 0.000 | 0.000 | 23,106.34 | 0.00 | |||
| 1255 | STORM SEWER PIPE-12 IN MT. ZION DRAINAGE | 00520 | LF | 185.00 | 185.000 | 30.000 | 0.000 | 30.000 | 89.56 | 2,686.80 | 2,686.80 | |
| 1260 | STORM SEWER PIPE-15 IN MT. ZION DRAINAGE | 00521 | LF | 3,405.00 | 3,405.000 | 235.000 | 954.000 | 1,189.000 | 109.58 | 25,751.30 | 130,290.62 | |
| 1265 | STORM SEWER PIPE-18 IN MT. ZION DRAINAGE | 00522 | LF | 5,536.00 | 5,536.000 | 309.000 | 1,159.000 | 1,468.000 | 95.18 | 29,410.62 | 139,724.24 | |
| 1270 | STORM SEWER PIPE-24 IN MT. ZION DRAINAGE | 00524 | LF | 1,566.00 | 1,566.000 | 120.000 | 524.000 | 644.000 | 110.76 | 13,291.20 | 71,329.44 | |
| 1275 | STORM SEWER PIPE-30 IN MT. ZION DRAINAGE | 00526 | LF | 366.00 | 366.000 | 72.000 | 72.000 | 120.94 | 8,707.68 | |||
| 1280 | PIPE CULVERT HEADWALL-12 IN MT. ZION DRAINAGE | 01200 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,027.30 | 0.00 | |||
| 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 | 1.000 | 3.000 | 4.000 | 1,121.07 | 1,121.07 | 4,484.28 | |
| 1295 | PIPE CULVERT HEADWALL-30 IN MT. ZION DRAINAGE | 01210 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,032.47 | 4,064.94 | |||
| 1300 | SLOPED BOX OUTLET TYPE 1-15 IN MT. ZION DRAINAGE | 01432 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,692.15 | 0.00 | |||
| 1305 | SLOPED BOX OUTLET TYPE 1-18 IN MT. ZION DRAINAGE | 01433 | EACH | 3.00 | 3.000 | 1.000 | 0.000 | 1.000 | 1,719.54 | 1,719.54 | 1,719.54 | |
| 1310 | SLOPED BOX OUTLET TYPE 1-24 IN MT. ZION DRAINAGE | 01434 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,032.47 | 0.00 | |||
| 1315 | CURB BOX INLET TYPE A MT. ZION DRAINAGE | 01456 | EACH | 101.00 | 101.000 | 3.000 | 14.500 | 17.500 | 4,638.87 | 13,916.61 | 81,180.22 | |
| 1320 | CURB BOX INLET TYPE B MT. ZION DRAINAGE | 01480 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 6,154.31 | 0.00 | |||
| 1325 | DROP BOX INLET TYPE 1 MT. ZION DRAINAGE | 01490 | EACH | 7.00 | 7.000 | 0.500 | 1.000 | 1.500 | 3,927.97 | 1,963.98 | 5,891.95 | |
| 1330 | DROP BOX INLET TYPE 11 MT. ZION DRAINAGE | 01544 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 2,511.88 | 5,023.76 | |||
| 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 | 0.000 | 0.000 | 543.68 | 0.00 | |||
| 1345 | DROP BOX INLET TYPE 13G | 01559 | EACH | 20.00 | 20.000 | 1.000 | 3.500 | 4.500 | 3,010.25 | 3,010.25 | 13,546.12 | |
| 1350 | CONC MED BARR BOX INLET TY 14B1 MT. ZION DRAINAGE | 01616 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 14,121.95 | 0.00 | |||
| 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 | 0.000 | 0.000 | 1,696.37 | 0.00 | |||
| 1365 | JUNCTION BOX-18 IN MT. ZION DRAINAGE | 01642 | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 1,732.19 | 2,598.28 | |||
| 1370 | JUNCTION BOX-24 IN MT. ZION DRAINAGE | 01643 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,067.24 | 0.00 | |||
| 1375 | REMOVE JUNCTION BOX MT. ZION DRAINAGE | 01655 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 543.68 | 0.00 | |||
| 1380 | REMOVE INLET MT. ZION DRAINAGE | 01718 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 543.68 | 0.00 | |||
| 1385 | MANHOLE TYPE A MT. ZION DRAINAGE | 01756 | EACH | 14.00 | 14.000 | 1.000 | 2.500 | 3.500 | 2,771.07 | 2,771.07 | 9,698.74 | |
| 1390 | MANHOLE TYPE C MT. ZION DRAINAGE | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 7,204.79 | 0.00 | |||
| 1395 | REMOVE MANHOLE MT. ZION DRAINAGE | 01787 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 543.68 | 0.00 | |||
| 1400 | CHANNEL LINING CLASS II MT. ZION DRAINAGE | 02483 | TON | 10.00 | 10.000 | 0.000 | 0.000 | 142.24 | 0.00 | |||
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0004 UTILITY-536 | |||||||
| 1405 | REMOVE AND REPLACE SIDEWALK MT. ZION ELECTRIC & COMM. | 04960 | SQYD | 92.00 | 92.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1410 | EC COMMUNICATIONS MANHOLE MT. ZION ELECTRIC & COMM. | 17000 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 6,850.00 | 27,400.00 | |||
| 1415 | EC COMMUNICATIONS PULL BOX MT. ZION ELECTRIC & COMM. | 17001 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 1420 | EC DUCT - 02 BANK CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17004 | LF | 1,152.00 | 1,152.000 | 258.000 | 521.000 | 779.000 | 75.00 | 19,350.00 | 58,425.00 | |
| 1425 | EC DUCT - 04 BANK CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17008 | LF | 675.00 | 675.000 | 118.000 | 71.000 | 189.000 | 125.00 | 14,750.00 | 23,625.00 | |
| 1430 | EC DUCT - 06 BANK CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17012 | LF | 258.00 | 258.000 | 60.000 | 169.000 | 229.000 | 315.00 | 18,900.00 | 72,135.00 | |
| 1435 | EC DUCT - 08 BANK CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17016 | LF | 315.00 | 315.000 | 10.000 | 291.000 | 301.000 | 315.00 | 3,150.00 | 94,815.00 | |
| 1440 | EC DUCT - 10 BANK CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17020 | LF | 646.00 | 646.000 | -140.000 | 912.000 | 772.000 | 360.00 | -50,400.00 | 277,920.00 | |
| 1445 | EC DUCT - SINGLE MT. ZION ELECTRIC & COMM. | 17025 | LF | 120.00 | 120.000 | 25.000 | 87.000 | 112.000 | 95.00 | 2,375.00 | 10,640.00 | |
| 1450 | EC DUCT - SINGLE CONCRETE ENCASED MT. ZION ELECTRIC & COMM. | 17026 | LF | 606.00 | 606.000 | 14.000 | 233.000 | 247.000 | 115.00 | 1,610.00 | 28,405.00 | |
| 1455 | EC ELECTRIC MANHOLE MT. ZION ELECTRIC & COMM. | 17028 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 18,500.00 | 92,500.00 | |||
| 1460 | EC ELECTRIC PIT MT. ZION ELECTRIC & COMM. | 17029 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,125.00 | 7,125.00 | 7,125.00 | |
| 1465 | EC ELECTRIC STRUCTURE SPECIAL MT. ZION ELECTRIC & COMM. | 17031 | EACH | 4.00 | 4.000 | 3.000 | 0.000 | 3.000 | 4,100.00 | 12,300.00 | 12,300.00 | |
| 1470 | EC DIRECTIONAL BORE MT. ZION ELECTRIC & COMM. | 17034 | EACH | 115.00 | 115.000 | 0.000 | 0.000 | 1,006.82 | 0.00 | |||
| 1475 | EC DIRECTIONAL BORE MT. ZION ELECTRIC & COMM. | 17034 | EACH | 200.00 | 200.000 | 0.000 | 0.000 | 1,006.82 | 0.00 | |||
| 1480 | GAS LINE RELOCATION MT. ZION GAS RELOCATION | 24573EN | LS | 1.00 | 1.000 | 0.060 | 0.060 | 686,950.00 | 41,217.00 | |||
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0005 SIGNING-536 | |||||||
| 1485 | SBM ALUMINUM PANEL SIGNS MT. ZION SIGNS & SUPPORTS | 06405 | SQFT | 1,723.50 | 1,723.500 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 1490 | SBM ALUM SHEET SIGNS .080 IN MT. ZION SIGNS & SUPPORTS | 06406 | SQFT | 1,106.00 | 1,106.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 1495 | SBM ALUM SHEET SIGNS .125 IN MT. ZION SIGNS & SUPPORTS | 06407 | SQFT | 517.00 | 517.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1500 | STEEL POST TYPE 1 MT. ZION SIGNS & SUPPORTS | 06410 | LF | 2,790.00 | 2,790.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1505 | STEEL POST MILE MARKERS MT. ZION SIGNS & SUPPORTS | 06412 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1510 | SIGN BRIDGE ATTACHMENT BRACKET MT. ZION SIGNS & SUPPORTS | 06448 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| 1515 | REM OVERHEAD STRUC CONC BASE MT. ZION SIGNS & SUPPORTS | 06450 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 1520 | REMOVE SIGN SUPPORT BEAM MT. ZION SIGNS & SUPPORTS | 06451 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1525 | OSS ALUMINUM 130 FT TRUSS MT. ZION SIGNS & SUPPORTS | 06467 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 111,000.00 | 0.00 | |||
| 1530 | OSS ALUMINUM 140 FT TRUSS MT. ZION SIGNS & SUPPORTS | 06471 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 115,000.00 | 0.00 | |||
| 1535 | CLASS A CONCRETE FOR SIGNS MT. ZION SIGNS & SUPPORTS | 06490 | CUYD | 55.00 | 55.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1540 | STEEL REINFORCEMENT FOR SIGNS MT. ZION SIGNS & SUPPORTS | 06491 | LB | 5,524.00 | 5,524.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1545 | ROADWAY CROSS SECTION MT. ZION SIGNS & SUPPORTS | 20419ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1550 | REMOVE SIGN MT. ZION SIGNS & SUPPORTS | 21373ND | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1555 | GMSS TYPE D MT. ZION SIGNS & SUPPORTS | 21596ND | EACH | 204.00 | 204.000 | 0.000 | 0.000 | 480.00 | 0.00 | |||
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0006 SIGNALIZATION-536 | |||||||
| 1560 | POLE BASE MT. ZION TRAFFIC SIGNALS | 04740 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 1565 | FUSED CONNECTOR KIT MT. ZION TRAFFIC SIGNALS | 04780 | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1570 | CONDUIT-1 IN MT. ZION TRAFFIC SIGNALS | 04792 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1575 | CONDUIT-2 IN MT. ZION TRAFFIC SIGNALS | 04795 | LF | 680.00 | 680.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 1580 | ELECTRICAL JUNCTION BOX TYPE B MT. ZION TRAFFIC SIGNALS | 04811 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1585 | TRENCHING AND BACKFILLING MT. ZION TRAFFIC SIGNALS | 04820 | LF | 2,037.00 | 2,037.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1590 | LOOP WIRE MT. ZION TRAFFIC SIGNALS | 04830 | LF | 15,862.00 | 15,862.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 1595 | CABLE-NO. 14/5C MT. ZION TRAFFIC SIGNALS | 04844 | LF | 17,854.00 | 17,854.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1600 | CABLE-NO. 14/7C MT. ZION TRAFFIC SIGNALS | 04845 | LF | 141.00 | 141.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1605 | CABLE-NO. 14/1 PAIR MT. ZION TRAFFIC SIGNALS | 04850 | LF | 14,849.00 | 14,849.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 1610 | MESSENGER-10800 LB MT. ZION TRAFFIC SIGNALS | 04885 | LF | 1,430.00 | 1,430.000 | 60.000 | 0.000 | 60.000 | 5.00 | 300.00 | 300.00 | |
| 1615 | MESSENGER-15400 LB MT. ZION TRAFFIC SIGNALS | 04886 | LF | 562.00 | 562.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1620 | LOOP SAW SLOT AND FILL MT. ZION TRAFFIC SIGNALS | 04895 | LF | 5,950.00 | 5,950.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 1625 | INSTALL STEEL STRAIN POLE MT. ZION TRAFFIC SIGNALS | 04932 | EACH | 16.00 | 16.000 | 4.000 | 0.000 | 4.000 | 2,000.00 | 8,000.00 | 8,000.00 | |
| 1630 | TEMP SIGNAL MULTI PHASE MT. ZION TRAFFIC SIGNALS | 04934 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 122,250.00 | 0.00 | |||
| 1635 | INSTALL SPAN MOUNTED SIGN MT. ZION TRAFFIC SIGNALS | 06472 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1640 | INSTALL PEDESTRIAN HEAD-LED MT. ZION TRAFFIC SIGNALS | 20093NS835 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1645 | TEMP RELOCATION OF SIGNAL HEAD MT. ZION TRAFFIC SIGNALS | 20094ES835 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1650 | INSTALL LED SIGNAL-3 SECTION MT. ZION TRAFFIC SIGNALS | 20188NS835 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1655 | INSTALL LED SIGNAL-5 SECTION MT. ZION TRAFFIC SIGNALS | 20189NS835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1660 | INSTALL LED SIGNAL- 4 SECTION MT. ZION TRAFFIC SIGNALS | 20266ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1665 | ELECTRICAL JUNCTION BOX TYPE A MT. ZION TRAFFIC SIGNALS | 20391NS835 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 633.33 | 0.00 | |||
| 1670 | ELECTRICAL JUNCTION BOX TYPE A MT. ZION TRAFFIC SIGNALS | 20391NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 633.33 | 0.00 | |||
| 1675 | ELECTRICAL JUNCTION BOX TYPE C MT. ZION TRAFFIC SIGNALS | 20392NS835 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 1680 | INSTALL LED BEACON-12 IN MT. ZION TRAFFIC SIGNALS | 20408ES835 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1685 | BORE AND JACK CONDUIT MT. ZION TRAFFIC SIGNALS | 21543EN | LF | 421.00 | 421.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 1690 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1695 | INSTALL MAST ARM POLE MT. ZION TRAFFIC SIGNALS | 22631NN | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 4,850.00 | 0.00 | |||
| 1700 | INSTALL LUMINAIRE POLE MT. ZION TRAFFIC SIGNALS | 22939ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1705 | TRAFFIC SIGNAL POLE BASE MT. ZION TRAFFIC SIGNALS | 23157EN | CUYD | 126.00 | 126.000 | 16.700 | 0.000 | 16.700 | 550.00 | 9,185.00 | 9,185.00 | |
| 1710 | INSTALL SIGNAL PEDESTAL MT. ZION TRAFFIC SIGNALS | 23222EC | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 1715 | INSTALL MAST ARM MOUNTED SIGN MT. ZION TRAFFIC SIGNALS | 24488ED | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1720 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 MT. ZION TRAFFIC SIGNALS | 24900EC | LF | 934.00 | 934.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1725 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 2,679.00 | 2,679.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1730 | INSTALL SIGNAL CONTROLLER-TY ATC MT. ZION TRAFFIC SIGNALS | 24908EC | EACH | 5.00 | 5.000 | 2.000 | 0.000 | 2.000 | 5,000.00 | 10,000.00 | 10,000.00 | |
| 1735 | REMOVE SIGNAL EQUIPMENT MT. ZION TRAFFIC SIGNALS | 24955ED | EACH | 5.00 | 5.000 | 0.200 | 0.000 | 0.200 | 1,500.00 | 300.00 | 300.00 | |
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0007 WATERLINE-536 | |||||||
| 1740 | W ENCASEMENT STEEL BORED RANGE 4 MT. ZION WM | 14009 | LF | 307.00 | 307.000 | 58.000 | 0.000 | 58.000 | 557.38 | 32,328.04 | 32,328.04 | |
| 1745 | W ENCASEMENT STEEL BORED RANGE 5 MT. ZION WM | 14010 | LF | 397.00 | 283.000 | 187.000 | 187.000 | 639.57 | 119,599.59 | |||
| 1750 | W ENCASEMENT STEEL OPEN CUT RANGE 4 MT. ZION WM | 14015 | LF | 250.00 | 250.000 | 72.000 | 0.000 | 72.000 | 189.66 | 13,655.52 | 13,655.52 | |
| 1755 | W ENCASEMENT STEEL OPEN CUT RANGE 5 MT. ZION WM | 14016 | LF | 215.00 | 75.000 | 0.000 | 0.000 | 221.26 | 0.00 | |||
| 1760 | W FIRE HYDRANT ASSEMBLY MT. ZION WM | 14019 | EACH | 6.00 | 6.000 | 1.000 | 2.000 | 3.000 | 4,846.75 | 4,846.75 | 14,540.25 | |
| 1765 | W FIRE HYDRANT RELOCATE MT. ZION WM | 14020 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 3,582.38 | 0.00 | |||
| 1770 | W METER ADJUST MT. ZION WM | 14029 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 790.23 | 0.00 | |||
| 1775 | W METER RELOCATE MT. ZION WM | 14030 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 1,159.00 | 0.00 | |||
| 1780 | W METER VAULT MT. ZION WM | 14031 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 90,613.08 | 0.00 | |||
| 1785 | W PIPE DUCTILE IRON 08 INCH MT. ZION WM | 14037 | LF | 1,158.00 | 1,158.000 | 449.000 | 5.000 | 454.000 | 87.45 | 39,265.05 | 39,702.30 | |
| 1790 | W PIPE DUCTILE IRON 12 INCH MT. ZION WM | 14039 | LF | 3,103.00 | 3,103.000 | 513.100 | 502.000 | 1,015.100 | 144.35 | 74,065.98 | 146,529.68 | |
| 1795 | W PIPE DUCTILE IRON 16 INCH MT. ZION WM | 14040 | LF | 1,459.00 | 1,459.000 | 0.000 | 0.000 | 103.26 | 0.00 | |||
| 1800 | W PIPE DCTL IRON RSTRND JOINT 12 IN MT. ZION WM | 14050 | LF | 2,600.00 | 2,600.000 | 76.400 | 1,582.400 | 1,658.800 | 163.31 | 12,476.88 | 270,898.62 | |
| 1805 | W REMOVE TRANSITE (AC) PIPE MT. ZION WM | 14076 | LF | 410.00 | 410.000 | 0.000 | 0.000 | 57.95 | 0.00 | |||
| 1810 | W STRUCTURE REMOVAL MT. ZION WM | 14088 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,160.92 | 0.00 | |||
| 1815 | W TIE-IN 02 INCH MT. ZION WM | 14091 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,107.28 | 0.00 | |||
| 1820 | W TIE-IN 06 INCH MT. ZION WM | 14094 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,598.58 | 3,598.58 | |||
| 1825 | W TIE-IN 06 INCH MT. ZION WM | 14094 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 3,598.58 | 0.00 | |||
| 1830 | W TIE-IN 06 INCH MT. ZION WM | 14094 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,598.58 | 0.00 | |||
| 1835 | W VALVE 06 INCH MT. ZION WM | 14105 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,264.37 | 0.00 | |||
| 1840 | W VALVE 08 INCH MT. ZION WM | 14106 | EACH | 13.00 | 13.000 | 3.000 | 3.000 | 6.000 | 1,791.19 | 5,373.57 | 10,747.14 | |
| 1845 | W VALVE 12 INCH MT. ZION WM | 14108 | EACH | 24.00 | 24.000 | 2.000 | 9.000 | 11.000 | 3,371.65 | 6,743.30 | 37,088.15 | |
| 1850 | W VALVE BOX ADJUST MT. ZION WM | 14113 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 474.14 | 0.00 | |||
| 1855 | W VALVE CUT-IN 02 INCH MT. ZION WM | 14114 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,950.20 | 0.00 | |||
| 1860 | W VALVE CUT-IN 06 INCH MT. ZION WM | 14117 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,003.84 | 0.00 | |||
| 1865 | W VALVE CUT-IN 08 INCH MT. ZION WM | 14118 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,741.38 | 0.00 | |||
| 1870 | W SERV COPPER LONG SIDE 1 IN MT. ZION WM | 14145 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 4,425.29 | 0.00 | |||
| 1875 | W SERV COPPER LONG SIDE 2 IN MT. ZION WM | 14147 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,741.38 | 0.00 | |||
| 1880 | W SERV COPPER LONG SIDE 3/4 IN MT. ZION WM | 14148 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,844.84 | 0.00 | |||
| 1885 | W SERV COPPER SHORT SIDE 1 IN MT. ZION WM | 14149 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 1,264.37 | 0.00 | |||
| 1890 | W SERV COPPER SHORT SIDE 1-1/2 IN MT. ZION WM | 14150 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,634.10 | 0.00 | |||
| 1895 | W SERV COPPER SHORT SIDE 2 IN MT. ZION WM | 14151 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,371.65 | 0.00 | |||
| 1900 | W SERV COPPER SHORT SIDE 3/4 IN MT. ZION WM | 14152 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,159.00 | 0.00 | |||
| 8002 | OPEN CUT ROADWAY MT. ZION WM I-75 RAMPS | 04821 | LF | 0.00 | 254.000 | 254.000 | 0.000 | 254.000 | 478.33 | 121,495.82 | 121,495.82 | |
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0008 LIGHTING-536 | |||||||
| 1905 | POLE 30 FT MTG HT MT. ZION LIGHTING | 04700 | EACH | 46.00 | 46.000 | 0.000 | 0.000 | 1,075.00 | 0.00 | |||
| 1910 | POLE 40 FT MTG HT MT. ZION LIGHTING | 04701 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,243.00 | 0.00 | |||
| 1915 | POLE 80 FT MTG HT HIGH MAST MT. ZION LIGHTING | 04710 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 22,000.00 | 0.00 | |||
| 1920 | BRACKET 8 FT MT. ZION LIGHTING | 04722 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 314.00 | 0.00 | |||
| 1925 | BRACKET 10 FT MT. ZION LIGHTING | 04723 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 1930 | BRACKET 12 FT MT. ZION LIGHTING | 04724 | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 466.00 | 0.00 | |||
| 1935 | BRACKET 15 FT MT. ZION LIGHTING | 04725 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 515.00 | 0.00 | |||
| 1940 | POLE BASE MT. ZION LIGHTING | 04740 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 931.00 | 0.00 | |||
| 1945 | TRANSFORMER BASE MT. ZION LIGHTING | 04750 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 757.00 | 0.00 | |||
| 1950 | LIGHTING CONTROL EQUIPMENT MT. ZION LIGHTING | 04761 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 18,852.00 | 0.00 | |||
| 1955 | FUSED CONNECTOR KIT MT. ZION LIGHTING | 04780 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 1960 | CONDUIT-3/4 IN MT. ZION LIGHTING | 04791 | LF | 30.00 | 30.000 | 0.000 | 0.000 | 7.65 | 0.00 | |||
| 1965 | CONDUIT-1 1/4 IN MT. ZION LIGHTING | 04793 | LF | 565.00 | 565.000 | 0.000 | 0.000 | 15.20 | 0.00 | |||
| 1970 | CONDUIT-2 IN MT. ZION LIGHTING | 04795 | LF | 1,881.00 | 1,881.000 | 0.000 | 0.000 | 14.80 | 0.00 | |||
| 1975 | MARKER MT. ZION LIGHTING | 04800 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 315.00 | 0.00 | |||
| 1980 | TRENCHING AND BACKFILLING MT. ZION LIGHTING | 04820 | LF | 10,711.00 | 10,711.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 1985 | WIRE-NO. 12 MT. ZION LIGHTING | 04832 | LF | 10,000.00 | 10,000.000 | 0.000 | 0.000 | 0.55 | 0.00 | |||
| 1990 | REMOVE LIGHTING MT. ZION LIGHTING | 04940 | LS | 1.00 | 1.000 | 0.125 | 0.125 | 27,200.00 | 3,400.00 | |||
| 1995 | ELECTRICAL JUNCTION BOX TYPE A MT. ZION LIGHTING | 20391NS835 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 2000 | MAINTAIN LIGHTING MT. ZION LIGHTING | 20410ED | LS | 1.00 | 1.000 | 0.125 | 0.125 | 65,000.00 | 8,125.00 | |||
| 2005 | BORE AND JACK CONDUIT MT. ZION LIGHTING | 21543EN | LF | 1,760.00 | 1,760.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 2010 | SPLICE BOX MT. ZION LIGHTING | 21563NN | EACH | 17.00 | 17.000 | 0.000 | 0.000 | 355.00 | 0.00 | |||
| 2015 | FLEX CONDUIT-1 1/4 IN MT. ZION LIGHTING | 21579EN | LF | 14.00 | 14.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2020 | POLE BASE-HIGH MAST | 23161EN | CUYD | 45.90 | 45.900 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2025 | LED LUMINAIRE MT. ZION LIGHTING | 24589ED | EACH | 65.00 | 65.000 | 0.000 | 0.000 | 574.00 | 0.00 | |||
| 2030 | HIGH MAST LED LUMINAIRE MT. ZION LIGHTING | 24749EC | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 1,138.00 | 0.00 | |||
| 2035 | CABLE-NO. 10/3C DUCTED MT. ZION LIGHTING | 24851EC | LF | 15,700.00 | 15,700.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0009 MISCELLANEOUS - NOISE BARRIER WALL-536 | |||||||
| 2040 | DGA BASE MT. ZION NOISE WALL | 00001 | TON | 289.00 | 289.000 | 0.000 | 0.000 | 36.88 | 0.00 | |||
| 2045 | ISLAND HEADER CURB TYPE 1 MT. ZION NOISE WALL | 01890 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2050 | GUARDRAIL-STEEL W BEAM-S FACE MT. ZION NOISE WALL | 02351 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 17.00 | 0.00 | |||
| 2055 | GUARDRAIL CONNECTOR TO BRIDGE END TY A MT. ZION NOISE WALL | 02363 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 2060 | REMOVE GUARDRAIL MT. ZION NOISE WALL | 02381 | LF | 775.00 | 775.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 2065 | FOUNDATION PREPARATION MT. ZION NOISE WALL | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 568,446.41 | 0.00 | |||
| 2070 | CONCRETE MEDIAN BARRIER TYPE 12C2-50 IN MT. ZION NOISE WALL | 21288ND | LF | 942.00 | 942.000 | 0.000 | 0.000 | 114.43 | 0.00 | |||
| 2075 | SOUND BARRIER WALL MT. ZION NOISE WALL | 21590EN | SQFT | 47,350.00 | 47,350.000 | 0.000 | 0.000 | 32.66 | 0.00 | |||
| 2080 | BACKFILL MT. ZION NOISE WALL | 24545EC | TON | 679.00 | 679.000 | 0.000 | 0.000 | 52.68 | 0.00 | |||
| Project | 0600805361901 | Fed/State Project Number | FD52 008 0075 177-179 | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 2085 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,340,640.00 | 1,340,640.00 | |||
| 2090 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 435,708.00 | 0.00 | |||
| SUBTOT | $658,624.61 |
$13,532,744.51 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1790-1-0I |
12 Inch Ductile Iron Pipe | LF |
890.00 | 0008 | $28.040000 | $23,705.28 | ||||||
1790-1-0A |
12 Inch Ductile Iron Pipe | LF |
155.30 | 0009 | $28.040000 | $-4,136.44 | ||||||
1790-1-0A |
12 Inch Ductile Iron Pipe | LF |
513.10 | 0010 | $28.040000 | -13,666.49 | $-13,666.49 | |||||
| SUBTOT | $5,902.35 |
|||||||||||