|
Report_Id: 181041 Est NO 0047 |
Date:03/08/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 181041 | Estimate Number | 0047 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05340) Phillips, Heath A. | ||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | ADDR SN 0 VC Code KY0035764 | |||||
| 15415 SHELBYVILLE ROAD | |||||||
| LOUISVILLE , KY , 40245 | |||||||
| Pay Period | 01/01/2021 TO 01/14/2021 | ||||||
| Date Approved | 01/25/2021 | ||||||
| Primary Proj Number | DE01500651841 | ||||||
| Project No. | NHPP IM 0655 (120) | ||||||
| Primary County | BULLITT | ||||||
| Name of Road | I-65 | ||||||
| Description | CONSTRUCT NEW I-65 INTERCHANGE BETWEEN KY-480 AND KY-245 | ||||||
| Date Let | 10/26/2018 | Formal Acceptance | |||||
| Date Awarded | 11/13/2018 | Date Work Began | 01/04/2019 | ||||
| Date Contract Executed | 12/07/2018 | Open To Traffic | |||||
| Date NTP Issued | 12/07/2018 | Actual Completion Date | 03/01/2021 | ||||
| Current Contract Amount | $20,863,307.08 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,830,000.00 |
Total Earnings | $19,691,669.66 |
$19,611,700.73 |
$79,968.93 |
|
| Percent Complete | 94.40 |
Stockpiled Materials | $2,664.90 |
$2,664.90 |
$0.00 |
|
| Funds Available | $1,168,972.52 |
Gross Earnings | $19,694,334.56 |
$19,614,365.63 |
$79,968.93 |
|
| Total Change Orders | $33,307.08 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $19,694,334.56 |
$19,614,365.63 |
$79,968.93 |
|||
| Contract Id | 181041 | Change Order Summary |
County | BULLITT | ||||||
| Estimate Nbr | 0047 | Project Number | NHPP IM 0655 (120) | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | Period | 01/01/2021 TO 01/14/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Traffic Control/Class B concrete/Lighting Cabinet | Approved | 09/01/2020 | $33,307.08 | 2.0 | |||||
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 | 181041 | COMMONWEALTH OF KENTUCKY |
County | BULLITT | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE01500651841 | ||||||
| Estimate Nbr | 0047 | Period | 01/01/2021 TO 01/14/2021 | |||||||
| Contractor | LOUISVILLE PAVING COMPANY INC | |||||||||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 50,971.00 | 50,971.000 | 52,078.410 | 52,078.410 | 19.00 | 989,489.79 | |||
| 0010 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 92,796.00 | 92,796.000 | 77,918.000 | 77,918.000 | 2.32 | 180,769.76 | |||
| 0015 | LIME | 00014 | TON | 296.00 | 296.000 | 677.670 | 677.670 | 179.00 | 121,302.93 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 677.00 | 677.000 | 293.330 | 100.620 | 393.950 | 85.00 | 24,933.05 | 33,485.75 | |
| 0025 | ASPHALT SEAL COAT | 00103 | TON | 81.00 | 81.000 | 35.200 | 12.080 | 47.280 | 795.00 | 27,984.00 | 37,587.60 | |
| 0030 | LEVELING & WEDGING PG76-22 | 00194 | TON | 463.00 | 463.000 | 652.280 | 652.280 | 86.00 | 56,096.08 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 15,692.00 | 15,692.000 | 15,781.940 | 15,781.940 | 54.00 | 852,224.76 | |||
| 0040 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 16,277.00 | 16,277.000 | 16,401.880 | 16,401.880 | 59.00 | 967,710.92 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 97.00 | 97.000 | 91.520 | 91.520 | 440.00 | 40,268.80 | |||
| 0050 | ASPHALT CURING SEAL | 00358 | TON | 93.00 | 93.000 | 57.610 | 57.610 | 610.00 | 35,142.10 | |||
| 0055 | CL3 ASPH SURF 0.38B PG76-22 | 00387 | TON | 6,659.00 | 6,659.000 | 7,248.040 | 7,248.040 | 76.00 | 550,851.04 | |||
| 0060 | JPC PAVEMENT-11 IN | 02071 | SQYD | 14,345.00 | 14,345.000 | 14,292.370 | 14,292.370 | 82.00 | 1,171,974.34 | |||
| 0065 | CEMENT | 02542 | TON | 1,737.00 | 1,737.000 | 1,494.780 | 1,494.780 | 153.00 | 228,701.34 | |||
| 0070 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0075 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 531.00 | 531.000 | 38.220 | 38.220 | 30.00 | 1,146.60 | |||
| 0080 | SAND FOR BLOTTER | 02702 | TON | 232.00 | 232.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0085 | JOINT ADHESIVE | 20071EC | LF | 61,155.00 | 61,155.000 | 31,389.000 | 31,389.000 | 0.58 | 18,205.62 | |||
| 1130 | LIME STABILIZED ROADBED (ADDED: 10-23-18) | 00013 | SQYD | 23,708.00 | 23,708.000 | 54,266.000 | 54,266.000 | 2.51 | 136,207.66 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0002 ROADWAY | |||||||
| 0090 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 751.00 | 751.000 | 1,086.830 | 1,086.830 | 18.45 | 20,052.01 | |||
| 0095 | PERFORATED PIPE-4 IN | 01000 | LF | 4,650.00 | 4,650.000 | 3,709.000 | 3,709.000 | 9.50 | 35,235.50 | |||
| 0100 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 120.00 | 120.000 | 760.000 | 760.000 | 12.00 | 9,120.00 | |||
| 0105 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0110 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 550.00 | 6,050.00 | |||
| 0115 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 550.00 | 2,750.00 | |||
| 0120 | REMOVE PIPE | 01310 | LF | 166.00 | 166.000 | 326.000 | 326.000 | 12.00 | 3,912.00 | |||
| 0125 | PLUG PIPE | 01314 | EACH | 10.00 | 10.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0130 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0135 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0140 | STANDARD CURB AND GUTTER | 01810 | LF | 132.00 | 132.000 | 0.000 | 0.000 | 20.50 | 0.00 | |||
| 0145 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 3,731.00 | 3,731.000 | 3,642.400 | 3,642.400 | 21.95 | 79,950.68 | |||
| 0150 | LIP CURB AND GUTTER MOD | 01821 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 23.95 | 1,317.25 | |||
| 0155 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 85.00 | 85.000 | 85.000 | 85.000 | 45.00 | 3,825.00 | |||
| 0160 | DELINEATOR FOR BARRIER - WHITE | 01984 | EACH | 120.00 | 120.000 | 127.000 | 127.000 | 8.00 | 1,016.00 | |||
| 0165 | DELINEATOR FOR BARRIER - YELLOW | 01985 | EACH | 17.00 | 17.000 | 21.000 | 21.000 | 8.00 | 168.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 13.00 | 13.000 | 12.000 | 0.000 | 12.000 | 12.00 | 144.00 | 144.00 | |
| 0175 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0180 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 6,140.00 | 6,140.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0185 | BARRICADE-TYPE III | 02014 | EACH | 44.00 | 36.000 | 36.000 | 36.000 | 75.00 | 2,700.00 | |||
| 0190 | TEMP DITCH | 02159 | LF | 10,381.00 | 10,381.000 | 1,955.000 | 1,955.000 | 1.31 | 2,561.05 | |||
| 0195 | ROADWAY EXCAVATION | 02200 | CUYD | 1,429,797.00 | 1,429,797.000 | 1,424,942.000 | 1,424,942.000 | 3.60 | 5,129,791.20 | |||
| 0200 | SPECIAL EXCAVATION | 02204 | CUYD | 7,545.00 | 7,545.000 | 12,632.000 | 12,632.000 | 4.32 | 54,570.24 | |||
| 0205 | WATER | 02242 | MGAL | 4,913.00 | 4,913.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0210 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 15,889.00 | 15,889.000 | 16,606.000 | 16,606.000 | 5.20 | 86,351.20 | |||
| 0215 | REMOVE FENCE | 02265 | LF | 5,548.00 | 5,548.000 | 300.000 | 300.000 | 2.00 | 600.00 | |||
| 0220 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 700.00 | 700.000 | 0.000 | 0.000 | 19.50 | 0.00 | |||
| 0225 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0230 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 2,400.00 | 9,600.00 | 9,600.00 | |
| 0235 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 2,100.00 | 8,400.00 | 8,400.00 | |
| 0240 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0245 | REMOVE GUARDRAIL | 02381 | LF | 2,240.00 | 2,240.000 | 950.000 | 950.000 | 1.40 | 1,330.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 0255 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 85.00 | 85.000 | 41.000 | 41.000 | 100.00 | 4,100.00 | |||
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0265 | WITNESS POST | 02432 | EACH | 99.00 | 99.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0270 | CHANNEL LINING CLASS II | 02483 | TON | 6,243.00 | 6,243.000 | 7,022.140 | 7,022.140 | 25.27 | 177,449.47 | |||
| 0275 | CHANNEL LINING CLASS III | 02484 | TON | 5,530.00 | 5,530.000 | 4,160.660 | 4,160.660 | 31.11 | 129,438.13 | |||
| 0280 | CLEARING AND GRUBBING APPROXIMATELY 86 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 474,000.00 | 474,000.00 | |||
| 0285 | TEMPORARY SIGNS | 02562 | SQFT | 1,807.00 | 1,139.000 | 434.000 | 434.000 | 4.00 | 1,736.00 | |||
| 0290 | EDGE KEY | 02585 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0295 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 54,193.00 | 54,193.000 | 69,253.000 | 69,253.000 | 1.48 | 102,494.44 | |||
| 0300 | REMOVE HEADWALL | 02625 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 400.00 | 7,200.00 | |||
| 0305 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.900 | 0.900 | 200,000.00 | 180,000.00 | |||
| 0310 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0315 | SHOULDER RUMBLE STRIPS | 02696 | LF | 8,431.00 | 8,431.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0320 | EDGELINE RUMBLE STRIPS | 02697 | LF | 5,088.00 | 5,088.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0325 | TEMP SILT FENCE | 02701 | LF | 10,381.00 | 10,381.000 | 3,655.000 | 3,655.000 | 2.34 | 8,552.70 | |||
| 0330 | SILT TRAP TYPE A | 02703 | EACH | 135.00 | 135.000 | 35.000 | 35.000 | 75.00 | 2,625.00 | |||
| 0335 | SILT TRAP TYPE B | 02704 | EACH | 135.00 | 135.000 | 57.000 | 57.000 | 115.00 | 6,555.00 | |||
| 0340 | SILT TRAP TYPE C | 02705 | EACH | 135.00 | 135.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0345 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 810.00 | 810.000 | 26.000 | 26.000 | 0.01 | 0.26 | |||
| 0350 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 810.00 | 810.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0355 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 810.00 | 810.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0360 | SCARIFYING AND RESHAPING | 02710 | SQYD | 480.00 | 480.000 | 480.000 | 480.000 | 1.71 | 820.80 | |||
| 0365 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 160,000.00 | 160,000.00 | |||
| 0370 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0375 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,975.00 | 11,950.00 | |||
| 0380 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 8,160.00 | 8,160.000 | 8,160.000 | 8,160.000 | 30.00 | 244,800.00 | |||
| 0385 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,920.00 | 21,920.000 | 290,758.000 | 290,758.000 | 1.05 | 305,295.90 | |||
| 0390 | TEMP MULCH | 05952 | SQYD | 158,805.00 | 158,805.000 | 0.000 | 0.000 | 0.13 | 0.00 | |||
| 0395 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 158,805.00 | 158,805.000 | 0.000 | 0.000 | 0.14 | 0.00 | |||
| 0400 | INITIAL FERTILIZER | 05963 | TON | 14.00 | 14.000 | 14.980 | 14.980 | 680.00 | 10,186.40 | |||
| 0405 | 20-10-10 FERTILIZER | 05964 | TON | 16.00 | 16.000 | 14.000 | 14.000 | 850.00 | 11,900.00 | |||
| 0410 | SEEDING AND PROTECTION | 05985 | SQYD | 202,427.00 | 202,427.000 | 151,588.480 | 151,588.480 | 0.31 | 46,992.42 | |||
| 0415 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 115,182.00 | 115,182.000 | 261,821.800 | 261,821.800 | 0.17 | 44,509.70 | |||
| 0420 | AGRICULTURAL LIMESTONE | 05992 | TON | 261.00 | 261.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0425 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 204.00 | 204.000 | 201.000 | 201.000 | 32.00 | 6,432.00 | |||
| 0430 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 113.00 | 113.000 | 108.000 | 108.000 | 32.00 | 3,456.00 | |||
| 0435 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 30,225.00 | 30,225.000 | 40,178.000 | 40,178.000 | 0.22 | 8,839.16 | |||
| 0440 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 54,054.00 | 54,054.000 | 81,733.000 | 81,733.000 | 0.22 | 17,981.26 | |||
| 0445 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 40,177.00 | 40,177.000 | 43,502.000 | 43,502.000 | 0.26 | 11,310.52 | |||
| 0450 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 271.00 | 271.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0455 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 5,333.00 | 5,333.000 | 3,583.000 | 3,583.000 | 0.50 | 1,791.50 | |||
| 0460 | PAVE STRIPING REMOVAL-6 IN | 06531 | LF | 30,225.00 | 30,225.000 | 41,706.000 | 41,706.000 | 0.69 | 28,777.14 | |||
| 0465 | PAVE STRIPING-THERMO-12 IN Y | 06547 | LF | 44.00 | 44.000 | 39.000 | 39.000 | 10.00 | 390.00 | |||
| 0470 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 213.00 | 213.000 | 132.000 | 132.000 | 12.00 | 1,584.00 | |||
| 0475 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 4,253.00 | 4,253.000 | 4,492.000 | 4,492.000 | 4.00 | 17,968.00 | |||
| 0480 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 53.00 | 53.000 | 50.000 | 50.000 | 100.00 | 5,000.00 | |||
| 0485 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 509.00 | 509.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0490 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 286.00 | 286.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0495 | CONCRETE-CLASS A | 08100 | CUYD | 11.00 | 11.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0500 | STEEL REINFORCEMENT | 08150 | LB | 392.00 | 392.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0505 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 4,000.00 | 32,000.00 | |||
| 0510 | FUEL ADJUSTMENT | 10020NS | DOLL | 339,621.00 | 339,621.000 | -337,698.370 | -337,698.370 | 1.00 | -337,698.37 | |||
| 0515 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 152,831.00 | 152,831.000 | -180,217.240 | -180,217.240 | 1.00 | -180,217.24 | |||
| 0520 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 135.00 | 0.00 | |||
| 0525 | SAW CUT | 20430ED | LF | 6,121.00 | 6,121.000 | 7,796.000 | 7,796.000 | 1.50 | 11,694.00 | |||
| 0530 | LONGITUDINAL EDGE KEY | 21289ED | LF | 2,735.00 | 2,735.000 | 2,735.000 | 2,735.000 | 3.00 | 8,205.00 | |||
| 0535 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 28,425.00 | 28,425.000 | 19,427.000 | 19,427.000 | 0.69 | 13,404.63 | |||
| 0540 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 560.00 | 560.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 0545 | INLAID PAVEMENT MARKER | 24489EC | EACH | 1,262.00 | 1,262.000 | 358.000 | 358.000 | 23.00 | 8,234.00 | |||
| 0550 | R/W MONUMENT TYPE 3 | 24540 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0555 | OBJECT MARKER TYPE 1 | 24640ED | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 0560 | OBJECT MARKER TYPE 4 | 24805ED | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 1135 | GRANULAR EMBANKMENT (REVISED: 10-23-18) | 02223 | CUYD | 39,956.00 | 39,956.000 | 55,327.500 | 55,327.500 | 23.31 | 1,289,684.02 | |||
| 1140 | SETTLEMENT PLATFORM (REVISED: 10-23-18) | 02692 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 1145 | STEEL PIPE-2 1/2 IN (REVISED: 10-23-18) | 03340 | LF | 63.00 | 63.000 | 53.780 | 53.780 | 29.97 | 1,611.78 | |||
| 1150 | STEEL PIPE-4 IN (REVISED: 10-23-18) | 03343 | LF | 63.00 | 63.000 | 53.860 | 53.860 | 39.80 | 2,143.62 | |||
| 8001 | LANE CLOSURE KY 61 | 02653 | EACH | 0.00 | 20.000 | 20.000 | 20.000 | 1,308.00 | 26,160.03 | |||
| 8002 | MAINTAIN & CONTROL TRAFFIC refund for lane closures | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | -840.00 | -840.00 | |||
| 8003 | CONCRETE-CLASS B For Fence | 02555 | CUYD | 0.00 | 22.000 | 20.000 | 20.000 | 400.00 | 8,000.00 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0003 DRAINAGE | |||||||
| 0565 | ENTRANCE PIPE-15 IN | 00440 | LF | 145.00 | 145.000 | 0.000 | 0.000 | 45.36 | 0.00 | |||
| 0570 | ENTRANCE PIPE-18 IN | 00441 | LF | 228.00 | 228.000 | 166.000 | 166.000 | 51.58 | 8,562.28 | |||
| 0575 | CULVERT PIPE-18 IN | 00462 | LF | 254.00 | 254.000 | 277.000 | 277.000 | 89.04 | 24,664.08 | |||
| 0580 | CULVERT PIPE-24 IN | 00464 | LF | 408.00 | 408.000 | 456.000 | 456.000 | 122.51 | 55,864.56 | |||
| 0585 | CULVERT PIPE-30 IN | 00466 | LF | 267.00 | 267.000 | 367.000 | 367.000 | 93.82 | 34,431.94 | |||
| 0590 | CULVERT PIPE-36 IN | 00468 | LF | 20.00 | 20.000 | 20.000 | 20.000 | 357.31 | 7,146.20 | |||
| 0595 | CULVERT PIPE-42 IN | 00469 | LF | 246.00 | 246.000 | 246.000 | 246.000 | 145.92 | 35,896.32 | |||
| 0600 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 204.00 | 204.000 | 196.000 | 196.000 | 105.06 | 20,591.76 | |||
| 0605 | CULVERT PIPE-36 IN EQUIV | 00496 | LF | 48.00 | 48.000 | 0.000 | 0.000 | 126.46 | 0.00 | |||
| 0610 | STORM SEWER PIPE-15 IN | 00521 | LF | 1,763.00 | 1,763.000 | 1,780.000 | 1,780.000 | 64.87 | 115,468.60 | |||
| 0615 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,673.00 | 1,673.000 | 1,194.000 | 1,194.000 | 69.29 | 82,732.26 | |||
| 0620 | STORM SEWER PIPE-24 IN | 00524 | LF | 776.00 | 776.000 | 545.000 | 545.000 | 89.96 | 49,028.20 | |||
| 0625 | STORM SEWER PIPE-36 IN | 00528 | LF | 839.00 | 839.000 | 842.000 | 842.000 | 129.53 | 109,064.26 | |||
| 0630 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 700.00 | 4,200.00 | |||
| 0635 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 800.00 | 11,200.00 | |||
| 0640 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 930.00 | 5,580.00 | |||
| 0645 | PIPE CULVERT HEADWALL-24 IN EQUIV | 01209 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0650 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0655 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0660 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0665 | METAL END SECTION TY 4-24 IN (EQUIV) | 01422 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0670 | METAL END SECTION TY 1-36 IN (EQUIV) | 01423 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 0675 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0680 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0685 | SLOPED AND PARALLEL HEADWALL-15 IN | 01443 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 0690 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 0695 | CURB BOX INLET TYPE B | 01480 | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 3,900.00 | 70,200.00 | |||
| 0700 | DROP BOX INLET TYPE 1 | 01490 | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 3,800.00 | 22,800.00 | |||
| 0705 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 0710 | DROP BOX INLET TYPE 4 | 01499 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 0715 | DROP BOX INLET TYPE 5B | 01505 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0720 | MANHOLE TYPE B | 01761 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 5,200.00 | 5,200.00 | |||
| 0725 | MANHOLE TYPE C | 01767 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 7,900.00 | 0.00 | |||
| 0730 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 8,419.00 | 8,419.000 | 8,193.000 | 8,193.000 | 2.00 | 16,386.00 | |||
| 0735 | CONCRETE-CLASS A | 08100 | CUYD | 14.41 | 14.410 | 8.760 | 8.760 | 1,100.00 | 9,636.00 | |||
| 0740 | STEEL REINFORCEMENT | 08150 | LB | 240.00 | 240.000 | 240.000 | 240.000 | 2.00 | 480.00 | |||
| 0745 | PIPELINE INSPECTION | 24814EC | LF | 5,741.00 | 5,741.000 | 5,657.000 | 5,657.000 | 2.45 | 13,859.65 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0004 BRIDGE-27806 | |||||||
| 0750 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 276.00 | 276.000 | 276.000 | 276.000 | 51.00 | 14,076.00 | |||
| 0755 | MASONRY COATING | 02998 | SQYD | 1,968.00 | 1,968.000 | 1,968.000 | 1,968.000 | 9.00 | 17,712.00 | |||
| 0760 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 108.00 | 108.000 | 108.000 | 108.000 | 67.60 | 7,300.80 | |||
| 0765 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 144.20 | 144.200 | 144.200 | 144.200 | 19.60 | 2,826.32 | |||
| 0770 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 86.80 | 86.800 | 122.300 | 122.300 | 100.00 | 12,230.00 | |||
| 0775 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 558.00 | 558.000 | 558.000 | 558.000 | 29.90 | 16,684.20 | |||
| 0780 | TEST PILES | 08033 | LF | 264.00 | 264.000 | 282.000 | 282.000 | 56.50 | 15,933.00 | |||
| 0785 | PILES-STEEL HP12X53 | 08046 | LF | 1,382.00 | 1,382.000 | 1,378.926 | 1,378.926 | 56.50 | 77,909.31 | |||
| 0790 | PILE POINTS-12 IN | 08094 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 105.00 | 4,410.00 | |||
| 0795 | CONCRETE-CLASS A | 08100 | CUYD | 370.40 | 370.400 | 370.400 | 370.400 | 560.00 | 207,424.00 | |||
| 0800 | CONCRETE-CLASS AA | 08104 | CUYD | 693.00 | 693.000 | 684.000 | 684.000 | 645.00 | 441,180.00 | |||
| 0805 | STEEL REINFORCEMENT | 08150 | LB | 59,871.00 | 59,871.000 | 59,871.000 | 59,871.000 | 1.04 | 62,265.84 | |||
| 0810 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 198,548.00 | 198,548.000 | 198,548.000 | 198,548.000 | 1.12 | 222,373.76 | |||
| 0815 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,446.50 | 2,446.500 | 2,466.500 | 2,466.500 | 302.00 | 744,883.00 | |||
| 0820 | RAIL SYSTEM TYPE III | 21532ED | LF | 708.00 | 708.000 | 708.000 | 708.000 | 70.00 | 49,560.00 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0005 BRIDGE-CULVERT 27820 | |||||||
| 0825 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0830 | CONCRETE-CLASS A | 08100 | CUYD | 26.50 | 26.500 | 26.500 | 26.500 | 1,196.00 | 31,694.00 | |||
| 0835 | STEEL REINFORCEMENT | 08150 | LB | 1,907.00 | 1,907.000 | 2,162.000 | 2,162.000 | 1.14 | 2,464.68 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0006 BRIDGE-CULVERT-27821 | |||||||
| 0840 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0845 | CONCRETE-CLASS A | 08100 | CUYD | 29.50 | 29.500 | 29.500 | 29.500 | 1,064.00 | 31,388.00 | |||
| 0850 | STEEL REINFORCEMENT | 08150 | LB | 2,026.00 | 2,026.000 | 2,281.000 | 2,281.000 | 1.14 | 2,600.34 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0007 SIGNING | |||||||
| 0855 | REMOVE CONCRETE MEDIAN | 02006 | LF | 60.50 | 60.500 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0860 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 1,396.00 | 1,396.000 | 1,660.000 | 1,660.000 | 20.00 | 33,200.00 | |||
| 0865 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 568.00 | 568.000 | 9.000 | 469.000 | 478.000 | 14.00 | 126.00 | 6,692.00 | |
| 0870 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 762.00 | 762.000 | 486.250 | 299.080 | 785.330 | 15.50 | 7,536.87 | 12,172.61 | |
| 0875 | STEEL POST TYPE 1 | 06410 | LF | 1,783.00 | 1,783.000 | 100.000 | 784.250 | 884.250 | 9.25 | 925.00 | 8,179.31 | |
| 0880 | OSS ALUMINUM 80 FT TRUSS | 06438 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 62,000.00 | 0.00 | |||
| 0885 | GMSS GALV STEEL TYPE C | 06441 | LB | 13,462.00 | 13,462.000 | 13,723.830 | 13,723.830 | 5.75 | 78,912.02 | |||
| 0890 | SIGN BRIDGE ATTACHMENT BRACKET | 06448 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,100.00 | 23,100.00 | |||
| 0895 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 19.00 | 19.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 0900 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 92.00 | 92.000 | 39.840 | 39.840 | 600.00 | 23,904.00 | |||
| 0905 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 4,553.00 | 4,553.000 | 2,238.000 | 2,238.000 | 1.80 | 4,028.40 | |||
| 0910 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 3,112.00 | 12,448.00 | |||
| 0915 | ROADWAY CROSS SECTION | 20419ND | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 150.00 | 1,950.00 | |||
| 0920 | REMOVE SIGN | 21373ND | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 0925 | GMSS TYPE D | 21596ND | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0930 | BARCODE SIGN INVENTORY | 24631EC | EACH | 208.00 | 208.000 | 32.000 | 159.000 | 191.000 | 10.00 | 320.00 | 1,910.00 | |
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0008 LIGHTING | |||||||
| 0935 | POLE 40 FT MTG HT | 04701 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,369.00 | 15,059.00 | |||
| 0940 | POLE 80 FT MTG HT HIGH MAST | 04710 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 24,035.00 | 168,245.00 | |||
| 0945 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 32,320.00 | 193,920.00 | |||
| 0950 | BRACKET 12 FT | 04724 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 459.00 | 5,049.00 | |||
| 0955 | POLE BASE | 04740 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 952.00 | 10,472.00 | |||
| 0960 | POLE BASE-HIGH MAST | 04742 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 10,000.00 | 130,000.00 | |||
| 0965 | TRANSFORMER BASE | 04750 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 691.00 | 7,601.00 | |||
| 0970 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 23,500.00 | 23,500.00 | |||
| 0975 | FUSED CONNECTOR KIT | 04780 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 200.00 | 4,400.00 | |||
| 0980 | CONDUIT-2 IN | 04795 | LF | 180.00 | 0.000 | 25.000 | 25.000 | 16.40 | 410.00 | |||
| 0985 | CONDUIT-3 IN | 04797 | LF | 2,514.00 | 2,514.000 | 2,600.000 | 2,600.000 | 30.50 | 79,300.00 | |||
| 0990 | MARKER | 04800 | EACH | 35.00 | 35.000 | 0.000 | 0.000 | 295.50 | 0.00 | |||
| 0995 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 844.50 | 0.00 | |||
| 1000 | TRENCHING AND BACKFILLING | 04820 | LF | 12,754.00 | 12,754.000 | 12,612.000 | 12,612.000 | 4.75 | 59,907.00 | |||
| 1005 | WIRE-NO. 12 | 04832 | LF | 5,160.00 | 5,160.000 | 1,845.000 | 1,845.000 | 0.52 | 959.40 | |||
| 1010 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 16,657.00 | 16,657.000 | 16,657.000 | 16,657.000 | 3.62 | 60,298.34 | |||
| 1015 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 4,263.00 | 5,063.000 | 4,617.000 | 4,617.000 | 4.33 | 19,991.61 | |||
| 1020 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 8.00 | 10.000 | 10.000 | 10.000 | 1,058.00 | 10,580.00 | |||
| 1025 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,277.00 | 7,662.00 | |||
| 1030 | BORE AND JACK CONDUIT | 21543EN | LF | 2,509.00 | 2,509.000 | 2,600.000 | 2,600.000 | 13.00 | 33,800.00 | |||
| 1035 | LED LUMINAIRE | 24589ED | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 700.00 | 7,700.00 | |||
| 1040 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 72.00 | 72.000 | 72.000 | 72.000 | 1,700.00 | 122,400.00 | |||
| 8004 | LIGHTING CONTROL EQUIPMENT With Daktronics Sign power supply | 04761 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 25,020.05 | 0.00 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0009 WATERLINE | |||||||
| 1050 | W AIR RELEASE VALVE SPECIAL | 14002 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 1055 | W ENCASEMENT STEEL OPEN CUT RANGE 5 | 14016 | LF | 386.00 | 386.000 | 326.000 | 326.000 | 225.00 | 73,350.00 | |||
| 1060 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 1065 | W FIRE HYDRANT REMOVE | 14021 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1070 | W FLUSHING ASSEMBLY | 14023 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1075 | W METER RELOCATE | 14030 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1080 | W PIPE DCTL IRON RSTRND JOINT 12 IN | 14050 | LF | 1,625.00 | 1,625.000 | 1,648.000 | 1,648.000 | 130.00 | 214,240.00 | |||
| 1085 | W PIPE DCTL IRON RSTRND JOINT 16 IN | 14051 | LF | 2,833.00 | 2,833.000 | 2,907.000 | 2,907.000 | 185.00 | 537,795.00 | |||
| 1090 | W PLUG EXISTING MAIN | 14074 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,000.00 | 8,000.00 | |||
| 1095 | W SERVICE RELOCATE | 14081 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1100 | W TIE-IN 12 INCH | 14097 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 1105 | W TIE-IN 16 INCH | 14098 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 4,000.00 | 24,000.00 | |||
| 1110 | W VALVE 12 INCH | 14108 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 1115 | W VALVE 16 INCH | 14109 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 11,000.00 | 88,000.00 | |||
| Project | DE01500651841 | Fed/State Project Number | NHPP IM 0655 (120) | Category | 0010 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 1120 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 950,000.00 | 950,000.00 | |||
| 1125 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 286,774.55 | 0.00 | |||
| SUBTOT | $79,968.92 |
$19,691,669.60 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0985-1-0I |
R S CONDUIT | LF |
2,514.00 | 0029 | $10.020000 | $24,022.66 | ||||||
0815-1-0I |
I BEAM, TYPE 4 | LF |
2,446.50 | 0031 | $203.732000 | $473,508.82 | ||||||
0940-1-0I |
Bolts | EACH |
7.00 | 0031 | $1654.480000 | $11,002.29 | ||||||
0945-1-0I |
bolts | EACH |
6.00 | 0031 | $1654.480000 | $9,430.54 | ||||||
0955-1-0I |
light cage | EACH |
11.00 | 0031 | $53.000000 | $553.85 | ||||||
0960-1-0I |
TRAFFIC INCIDENTAL | EACH |
13.00 | 0031 | $994.630000 | $12,283.65 | ||||||
0970-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0031 | $2805.155000 | $5,329.80 | ||||||
0985-1-0A |
R S CONDUIT | LF |
220.00 | 0031 | $10.020000 | $-2,102.22 | ||||||
0985-1-0A |
R S CONDUIT | LF |
450.00 | 0033 | $10.020000 | $-4,300.00 | ||||||
0985-1-0A |
R S CONDUIT | LF |
510.00 | 0034 | $10.020000 | $-4,873.33 | ||||||
0960-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0035 | $994.630000 | $-5,669.38 | ||||||
0985-1-0A |
R S CONDUIT | LF |
1,334.00 | 0035 | $10.020000 | $-12,747.11 | ||||||
0960-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0036 | $994.630000 | $-6,614.27 | ||||||
0970-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0036 | $2805.155000 | $-2,664.90 | ||||||
0955-1-0A |
light cage | EACH |
4.00 | 0037 | $53.000000 | $-201.40 | ||||||
0940-1-0A |
Bolts | EACH |
5.00 | 0038 | $1654.480000 | $-7,858.78 | ||||||
0815-1-0A |
I BEAM, TYPE 4 | LF |
2,446.50 | 0039 | $203.732000 | $-473,508.82 | ||||||
0940-1-0A |
Bolts | EACH |
2.00 | 0040 | $1654.480000 | $-3,143.51 | ||||||
0945-1-0A |
bolts | EACH |
6.00 | 0040 | $1654.480000 | $-9,430.54 | ||||||
0955-1-0A |
light cage | EACH |
5.00 | 0042 | $53.000000 | $-251.75 | ||||||
0955-1-0A |
light cage | EACH |
2.00 | 0043 | $53.000000 | $-100.70 | ||||||
| SUBTOT | $2,664.90 |
|||||||||||