|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:02/07/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151221 | Estimate Number | 0024 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05340) Phillips, Heath A. | ||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | ADDR SN 1 VC Code VC0000026469 | |||||
| EXCAVATING INC | |||||||
| 1500 ENVOY CIRCLE STE 1510 | |||||||
| LOUISVILLE , KY , 40299 | |||||||
| Pay Period | 08/25/2017 TO 12/11/2017 | ||||||
| Date Approved | 01/18/2018 | ||||||
| Primary Proj Number | DE06510011521 | ||||||
| Project No. | FD04 056 1001 000-001 | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | GRADE LANE (CR 1001G) | ||||||
| Description | GRADE LANE (CR 1001G) | ||||||
| Date Let | 05/29/2015 | Formal Acceptance | 10/14/2016 | ||||
| Date Awarded | 08/17/2015 | Date Work Began | 09/17/2015 | ||||
| Date Contract Executed | 08/20/2015 | Open To Traffic | |||||
| Date NTP Issued | 08/20/2015 | Actual Completion Date | 07/14/2016 | ||||
| Current Contract Amount | $2,686,629.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,630,000.00 |
Total Earnings | $2,686,187.34 |
$2,641,184.08 |
$45,003.26 |
|
| Percent Complete | 99.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $442.03 |
Gross Earnings | $2,686,187.34 |
$2,641,184.08 |
$45,003.26 |
|
| Total Change Orders | $56,629.37 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,686,187.34 |
$2,641,184.08 |
$45,003.26 |
|||
| Contract Id | 151221 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0024 | Project Number | FD04 056 1001 000-001 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | Period | 08/25/2017 TO 12/11/2017 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Time Adjustment - Delayed Award Date | Approved | 10/19/2015 | $0.00 | 68.0 | |||||
| 002 | Incorrect pipe size/ headwall location change | Approved | 04/08/2016 | $64,568.68 | 8.0 | |||||
| 003 | MOT Change/Ditch work | Approved | 08/09/2017 | $-7,939.31 | 5.0 | |||||
| 004 | Fuel Adjustment Override | Approved | 12/07/2017 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 151221 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE06510011521 | |||||||
| Estimate Nbr | 0024 | Period | 08/25/2017 TO 12/11/2017 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC. | |||||||||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0001 PAVING | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0005 | DGA BASE | 00001 | TON | 4,953.00 | 4,953.000 | 5,315.530 | 5,315.530 | 25.00 | 132,888.25 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 40.00 | 40.000 | 27.390 | 27.390 | 230.00 | 6,299.70 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 5.00 | 5.000 | 3.290 | 3.290 | 900.00 | 2,961.00 | |||
| 0020 | JPC PAVEMENT-9 IN/48 | 02032 | SQYD | 3,859.00 | 1,259.000 | 884.010 | 884.010 | 86.00 | 76,024.86 | |||
| 0025 | JPC PAVEMENT-11 IN/48 (REVISED: 5-27-15) | 02034 | SQYD | 1,194.00 | 241.000 | 240.930 | 240.930 | 120.00 | 28,911.60 | |||
| 0030 | JPC PAVEMENT-11 IN | 02071 | SQYD | 705.00 | 1,759.000 | 1,757.920 | 1,757.920 | 82.00 | 144,149.44 | |||
| 0035 | JPC PAVEMENT-11 IN SHLD | 02072 | SQYD | 87.00 | 147.000 | 147.330 | 147.330 | 105.00 | 15,469.65 | |||
| 0040 | JPC PAVEMENT-9 IN (REVISED: 5-27-15) | 02073 | SQYD | 5,819.00 | 8,323.000 | 8,314.570 | 8,314.570 | 68.00 | 565,390.76 | |||
| 0045 | JPC PAVEMENT-6 IN | 02075 | SQYD | 82.00 | 82.000 | 82.000 | 82.000 | 100.00 | 8,200.00 | |||
| 0050 | JPC PAVEMENT-9 IN SHLD | 02082 | SQYD | 127.00 | 67.000 | 66.670 | 66.670 | 95.00 | 6,333.65 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0002 ROADWAY | |||||||
| 0055 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 8,054.00 | 8,054.000 | 7,728.850 | 7,728.850 | 2.60 | 20,095.01 | |||
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 900.00 | 900.000 | 1,656.760 | 1,656.760 | 25.00 | 41,419.00 | |||
| 0065 | REMOVE PIPE | 01310 | LF | 205.00 | 205.000 | 205.000 | 205.000 | 35.00 | 7,175.00 | |||
| 0070 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 425.00 | 2,550.00 | |||
| 0075 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0080 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 0085 | REMOVE CURB AND GUTTER | 01812 | LF | 161.00 | 161.000 | 161.000 | 161.000 | 10.00 | 1,610.00 | |||
| 0090 | BARRIER CURB AND GUTTER | 01815 | LF | 519.00 | 519.000 | 496.850 | 496.850 | 28.00 | 13,911.80 | |||
| 0095 | STANDARD INTEGRAL CURB | 01830 | LF | 3,426.00 | 3,426.000 | 3,262.000 | 3,262.000 | 12.00 | 39,144.00 | |||
| 0100 | ISLAND INTEGRAL CURB | 01845 | LF | 630.00 | 630.000 | 630.000 | 630.000 | 33.00 | 20,790.00 | |||
| 0105 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 16.00 | 16.000 | 14.000 | 14.000 | 10.00 | 140.00 | |||
| 0110 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 569.00 | 569.000 | 569.000 | 569.000 | 13.00 | 7,397.00 | |||
| 0115 | BARRICADE-TYPE III | 02014 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 95.00 | 2,945.00 | |||
| 0120 | REMOVE PCC PAVEMENT | 02058 | SQYD | 8,013.00 | 8,013.000 | 7,543.000 | 7,543.000 | 17.00 | 128,231.00 | |||
| 0125 | REMOVE PAVEMENT | 02091 | SQYD | 1,857.00 | 1,857.000 | 1,857.000 | 1,857.000 | 8.50 | 15,784.50 | |||
| 0130 | REMOVE PAVED DITCH | 02165 | SQYD | 33.00 | 33.000 | 33.000 | 33.000 | 27.00 | 891.00 | |||
| 0135 | EMBANKMENT IN PLACE | 02230 | CUYD | 5,318.00 | 5,318.000 | 6,678.200 | 6,678.200 | 28.00 | 186,989.60 | |||
| 0140 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 800.00 | 800.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0145 | FENCE-TEMP | 02259 | LF | 703.00 | 703.000 | 696.590 | 696.590 | 28.00 | 19,504.52 | |||
| 0150 | REMOVE FENCE | 02265 | LF | 816.00 | 816.000 | 873.830 | 873.830 | 4.00 | 3,495.32 | |||
| 0155 | FENCE-6 FT CHAIN LINK | 02274 | LF | 690.00 | 690.000 | 611.500 | 611.500 | 27.00 | 16,510.50 | |||
| 0160 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 800.00 | 800.000 | 793.750 | 793.750 | 22.50 | 17,859.37 | |||
| 0165 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 35.00 | 70.00 | |||
| 0170 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,550.00 | 10,200.00 | |||
| 0175 | REMOVE GUARDRAIL | 02381 | LF | 561.50 | 561.500 | 362.500 | 362.500 | 2.00 | 725.00 | |||
| 0180 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 70.00 | 70.00 | |||
| 0185 | WITNESS POST | 02432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 70.00 | 70.00 | |||
| 0190 | CHANNEL LINING CLASS II | 02483 | TON | 115.00 | 115.000 | 90.490 | 90.490 | 40.00 | 3,619.60 | |||
| 0195 | CLEARING AND GRUBBING (APPROXIMATELY 2 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0200 | TEMPORARY SIGNS | 02562 | SQFT | 260.00 | 260.000 | 487.250 | 487.250 | 5.00 | 2,436.25 | |||
| 0205 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,043.00 | 10,043.000 | 10,782.720 | 10,782.720 | 2.00 | 21,565.44 | |||
| 0210 | REMOVE HEADWALL | 02625 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 550.00 | 4,400.00 | |||
| 0215 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 131,754.72 | 131,754.72 | |||
| 0220 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 7,500.00 | 45,000.00 | |||
| 0225 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 310.00 | 310.000 | 353.440 | 353.440 | 20.00 | 7,068.80 | |||
| 0230 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,000.00 | 27,000.00 | |||
| 0235 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,700.00 | 5,400.00 | |||
| 0240 | EROSION CONTROL BLANKET | 05950 | SQYD | 291.00 | 291.000 | 0.000 | 0.000 | 3.40 | 0.00 | |||
| 0245 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,270.00 | 0.00 | |||
| 0250 | 20-10-10 FERTILIZER | 05964 | TON | 0.40 | 0.400 | 0.000 | 0.000 | 1,540.00 | 0.00 | |||
| 0255 | SODDING | 05990 | SQYD | 5,374.00 | 5,374.000 | 8,254.000 | 8,254.000 | 3.38 | 27,898.52 | |||
| 0260 | AGRICULTURAL LIMESTONE | 05992 | TON | 3.40 | 3.400 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0265 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,000.00 | 4,000.000 | 117.000 | 117.000 | 0.11 | 12.87 | |||
| 0270 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,879.00 | 9,879.000 | 10,982.000 | 10,982.000 | 0.14 | 1,537.48 | |||
| 0275 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,275.00 | 1,275.000 | 1,987.000 | 1,987.000 | 0.20 | 397.40 | |||
| 0280 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 138.00 | 138.000 | 133.000 | 133.000 | 8.00 | 1,064.00 | |||
| 0285 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 5,159.00 | 5,159.000 | 5,159.000 | 5,159.000 | 2.00 | 10,318.00 | |||
| 0290 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 181.00 | 181.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0295 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 10.00 | 10.000 | 14.000 | 14.000 | 105.00 | 1,470.00 | |||
| 0300 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0305 | FUEL ADJUSTMENT | 10020NS | DOLL | 2,000.00 | 2,000.000 | 3.260 | -2,951.010 | -2,947.750 | 1.00 | 3.26 | -2,947.75 | |
| 0310 | SAWCUT PAVEMENT | 20550ND | LF | 1,726.00 | 1,726.000 | 1,510.000 | 1,510.000 | 3.00 | 4,530.00 | |||
| 0315 | EROSION CONTROL | 21415ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 0320 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 1,733.00 | 1,733.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 0325 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 186.00 | 186.000 | 186.000 | 186.000 | 15.00 | 2,790.00 | |||
| 0330 | FENCE-SPECIAL FENCE-8 FT CHAIN LINK W/ 3 STRAND BARBED | 24466EN | LF | 866.00 | 866.000 | 863.250 | 863.250 | 32.15 | 27,753.48 | |||
| 0335 | LANE SEPARATOR CURB | 24768EC | LF | 291.00 | 291.000 | 291.000 | 291.000 | 70.00 | 20,370.00 | |||
| 8004 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 0.00 | 1,013.000 | 1,013.000 | 1,013.000 | 2.20 | 2,228.60 | |||
| 8005 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 4,550.000 | 4,550.000 | 4,550.000 | 1.47 | 6,688.50 | |||
| 8006 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 5,608.000 | 5,644.000 | 5,644.000 | 1.47 | 8,296.68 | |||
| 8007 | WATER-FILLED BARRIERS | 02005 | LF | 0.00 | 390.000 | 390.000 | 390.000 | 22.11 | 8,622.90 | |||
| 8008 | LANE CLOSURE GRADE LANE | 02653 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,160.79 | 4,321.59 | |||
| 8012 | EW~ Clean Ditch | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 34,155.96 | 34,155.96 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0003 DRAINAGE | |||||||
| 0340 | CULVERT PIPE-12 IN | 00460 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 155.00 | 620.00 | |||
| 0345 | CULVERT PIPE-15 IN | 00461 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 165.00 | 660.00 | |||
| 0350 | CULVERT PIPE-18 IN | 00462 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 175.00 | 700.00 | |||
| 0355 | CULVERT PIPE-36 IN | 00468 | LF | 146.00 | 86.000 | 86.000 | 86.000 | 150.00 | 12,900.00 | |||
| 0360 | CULVERT PIPE-48 IN EQUIV | 00499 | LF | 106.00 | 210.000 | 192.000 | 192.000 | 290.00 | 55,680.00 | |||
| 0365 | STORM SEWER PIPE-12 IN | 00520 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 42.00 | 4,032.00 | |||
| 0370 | STORM SEWER PIPE-15 IN | 00521 | LF | 473.00 | 473.000 | 448.000 | 448.000 | 78.00 | 34,944.00 | |||
| 0375 | STORM SEWER PIPE-18 IN | 00522 | LF | 288.00 | 288.000 | 288.000 | 288.000 | 104.00 | 29,952.00 | |||
| 0380 | PERFORATED PIPE-4 IN | 01000 | LF | 32.00 | 32.000 | 31.000 | 31.000 | 15.00 | 465.00 | |||
| 0385 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 4.00 | 4.000 | 4.000 | 4.000 | 20.00 | 80.00 | |||
| 0390 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0395 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,100.00 | 3,300.00 | |||
| 0400 | PIPE CULVERT HEADWALL-48 IN EQUIV | 01217 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,200.00 | 9,200.00 | |||
| 0405 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0410 | CURB BOX INLET TYPE B | 01480 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 4,600.00 | 55,200.00 | |||
| 0415 | CURB BOX INLET TYPE F | 01487 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,400.00 | 7,200.00 | |||
| 0420 | DROP BOX INLET TYPE 11 | 01544 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 2,300.00 | 13,800.00 | |||
| 0425 | JUNCTION BOX | 01650 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,719.00 | 1,719.000 | 1,417.650 | 1,417.650 | 2.00 | 2,835.30 | |||
| 0435 | CONCRETE-CLASS A (4.3 CU YDS FOR FOR DOUBLE 36" PIPE CULV | 08100 | CUYD | 29.56 | 35.260 | 35.260 | 35.260 | 600.00 | 21,156.00 | |||
| 0440 | STEEL REINFORCEMENT (FOR DOUBLE 36" PIPE CULVERT HEADWALL) | 08150 | LB | 363.00 | 363.000 | 363.000 | 363.000 | 1.00 | 363.00 | |||
| 0445 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,121.00 | 1,121.000 | 669.900 | 669.900 | 2.30 | 1,540.77 | |||
| 8001 | CULVERT PIPE-42 IN | 00469 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 165.88 | 9,953.01 | |||
| 8002 | EW~ Hauling/restocking fee of 36 inch culvert pipe | 10093EX | LF | 0.00 | 60.000 | 60.000 | 60.000 | 39.02 | 2,341.65 | |||
| 8003 | JUNCTION BOX MODIFIED | 01650 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 27,694.01 | 27,694.01 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0004 SIGNALIZATION | |||||||
| 0450 | CONDUIT-1 IN | 04792 | LF | 30.00 | 30.000 | 28.000 | 28.000 | 10.66 | 298.48 | |||
| 0455 | CONDUIT-1 1/4 IN | 04793 | LF | 125.00 | 125.000 | 70.000 | 70.000 | 11.55 | 808.50 | |||
| 0460 | CONDUIT-2 IN | 04795 | LF | 200.00 | 200.000 | 80.000 | 80.000 | 13.40 | 1,072.00 | |||
| 0465 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 723.00 | 1,446.00 | |||
| 0470 | TRENCHING AND BACKFILLING | 04820 | LF | 170.00 | 170.000 | 108.000 | 108.000 | 4.70 | 507.60 | |||
| 0475 | CABLE-NO. 14/5C | 04844 | LF | 1,500.00 | 1,500.000 | 1,310.000 | 1,310.000 | 1.35 | 1,768.50 | |||
| 0480 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,000.00 | 1,000.000 | 895.000 | 895.000 | 1.42 | 1,270.90 | |||
| 0485 | MESSENGER-10800 LB | 04885 | LF | 575.00 | 575.000 | 545.000 | 545.000 | 2.30 | 1,253.50 | |||
| 0490 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 90.00 | 90.000 | 60.000 | 60.000 | 8.15 | 489.00 | |||
| 0495 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,325.00 | 6,650.00 | |||
| 0500 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 0505 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,626.00 | 5,252.00 | |||
| 0510 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 358.00 | 2,864.00 | |||
| 0515 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 192.00 | 2,496.00 | |||
| 0520 | PREFORMED QUADRAPOLE LOOPS | 20453ES835 | LF | 306.00 | 306.000 | 204.000 | 204.000 | 16.00 | 3,264.00 | |||
| 0525 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 31.00 | 31.000 | 31.000 | 31.000 | 1,158.00 | 35,898.00 | |||
| 0530 | INSTALL ANTENNA | 23982EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 515.00 | 1,030.00 | |||
| 8009 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 122.000 | 122.000 | 122.000 | 15.86 | 1,934.92 | |||
| 8010 | LOOP WIRE | 04830 | LF | 0.00 | 366.000 | 366.000 | 366.000 | 0.53 | 193.98 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0005 SIGNING | |||||||
| 0535 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 144.00 | 144.000 | 282.000 | 282.000 | 15.75 | 4,441.50 | |||
| 0540 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 258.00 | 258.000 | 67.500 | 67.500 | 16.50 | 1,113.75 | |||
| 0545 | STEEL POST TYPE 1 | 06410 | LF | 399.00 | 399.000 | 478.000 | 478.000 | 12.50 | 5,975.00 | |||
| 0550 | BARCODE SIGN INVENTORY | 24631EC | EACH | 41.00 | 41.000 | 41.000 | 41.000 | 15.00 | 615.00 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0006 LIGHTING | |||||||
| 0555 | POLE 40 FT MTG HT | 04701 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,016.00 | 6,096.00 | |||
| 0560 | BRACKET 6 FT | 04721 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 205.00 | 205.00 | |||
| 0565 | BRACKET 8 FT | 04722 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 242.00 | 484.00 | |||
| 0570 | BRACKET 12 FT | 04724 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 393.00 | 393.00 | |||
| 0575 | BRACKET 15 FT | 04725 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 409.00 | 818.00 | |||
| 0580 | POLE BASE | 04740 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 797.00 | 4,782.00 | |||
| 0585 | TRANSFORMER BASE | 04750 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 343.00 | 2,058.00 | |||
| 0590 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,878.00 | 11,878.00 | |||
| 0595 | HPS LUMINAIRE | 04770 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 381.00 | 2,286.00 | |||
| 0600 | FUSED CONNECTOR KIT | 04780 | EACH | 18.00 | 18.000 | 18.000 | 18.000 | 110.00 | 1,980.00 | |||
| 0605 | CONDUIT-1 1/4 IN | 04793 | LF | 1,035.00 | 1,035.000 | 920.000 | 920.000 | 11.55 | 10,626.00 | |||
| 0610 | CONDUIT-2 IN | 04795 | LF | 425.00 | 425.000 | 435.000 | 435.000 | 13.40 | 5,829.00 | |||
| 0615 | TRENCHING AND BACKFILLING | 04820 | LF | 1,055.00 | 1,055.000 | 970.000 | 970.000 | 4.70 | 4,559.00 | |||
| 0620 | WIRE-NO. 12 | 04832 | LF | 990.00 | 990.000 | 966.000 | 966.000 | 0.49 | 473.34 | |||
| 0625 | WIRE-NO. 4 | 04835 | LF | 4,470.00 | 4,470.000 | 4,090.000 | 4,090.000 | 1.43 | 5,848.70 | |||
| 0630 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0635 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 936.00 | 5,616.00 | |||
| 0640 | MAINTAIN LIGHTING | 20410ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0645 | BORE AND JACK CONDUIT | 21543EN | LF | 225.00 | 225.000 | 285.000 | 285.000 | 23.78 | 6,777.30 | |||
| 8011 | REMOVE LIGHTING KYANG PARKING LOT | 04940 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,330.48 | 6,330.48 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0007 WATERLINE | |||||||
| 0650 | DUCTILE IRON PIPE-12 IN (12 IN PRESSURE CLASS 350 DUCTILE IRON W | 01099 | LF | 200.00 | 200.000 | 215.630 | 215.630 | 85.00 | 18,328.55 | |||
| 0655 | TIE-IN 12 IN | 03472 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,600.00 | 3,200.00 | |||
| 0660 | GATE VALVE-12 IN 12 IN MJ GATE VALVE | 03532 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0665 | BEND 45 DEG 12 IN | 03556 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,100.00 | 4,400.00 | |||
| 0670 | SOLID SLEEVE-12 IN | 20127EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0675 | PLUG-12 IN | 23093ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0680 | STEEL ENCASEMENT PIPE-30 IN | 23699EC | LF | 150.00 | 150.000 | 130.000 | 130.000 | 200.00 | 26,000.00 | |||
| Project | DE06510011521 | Fed/State Project Number | FD04 056 1001 000-001 | Category | 0008 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0685 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,000.00 | 100,000.00 | |||
| 0690 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 45,000.00 | 45,000.00 | 45,000.00 | |
| SUBTOT | $45,003.26 |
$2,686,187.32 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||