|
Report_Id: 121059 Est NO 0008 |
Date:08/19/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121059 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05300) Bailey, Kevin J. | ||||||
| Contractor | GOHMANN CONSTRUCTION INC | ADDR SN 1 VC Code VC0000027232 | |||||
| 1630 BROADWAY | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 07/26/2013 TO 08/08/2013 | ||||||
| Date Approved | 08/19/2013 | ||||||
| Primary Proj Number | DE05600641259 | ||||||
| Project No. | IM 0642(180) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | BLANKENBAKER PARKWAY(KY 913 AT I-64) | ||||||
| Description | BLANKENBAKER PARKWAY(KY 913 AT I-64) | ||||||
| Date Let | 12/14/2012 | Formal Acceptance | |||||
| Date Awarded | 12/20/2012 | Date Work Began | 03/20/2013 | ||||
| Date Contract Executed | 01/11/2013 | Open To Traffic | |||||
| Date NTP Issued | 01/11/2013 | Actual Completion Date | 06/06/2013 | ||||
| Current Contract Amount | $2,033,973.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $1,765,000.00 |
Total Earnings | $2,009,026.14 |
$1,987,899.64 |
$21,126.50 |
|
| Percent Complete | 98.77 |
Stockpiled Materials | $-0.01 |
$-0.01 |
$0.00 |
|
| Funds Available | $24,946.89 |
Gross Earnings | $2,009,026.13 |
$1,987,899.63 |
$21,126.50 |
|
| Total Change Orders | $268,973.02 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,009,026.13 |
$1,987,899.63 |
$21,126.50 |
|||
| Contract Id | 121059 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0008 | Project Number | IM 0642(180) | |||||||
| Contractor | GOHMANN CONSTRUCTION INC | Period | 07/26/2013 TO 08/08/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Traffic Stations, subgrade stabilization, over runs, etc... | Approved | 07/29/2013 | $268,973.02 | 7.0 | |||||
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 | 121059 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | ASNW ASPHALT SURFACING NEW CONSTRUCTION | TRANSPORTATION CABINET |
Primary Project Number | DE05600641259 | ||||||
| Estimate Nbr | 0008 | Period | 07/26/2013 TO 08/08/2013 | |||||||
| Contractor | GOHMANN CONSTRUCTION INC | |||||||||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | 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 | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0001 ROADWAY | |||||||
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0020 | REMOVE PIPE | 01310 | LF | 72.00 | 72.000 | 72.000 | 72.000 | 20.00 | 1,440.00 | |||
| 0030 | REMOVE DROP BOX INLET | 01585 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0040 | FLUME INLET TYPE 2 | 01691 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 4,200.00 | 12,600.00 | |||
| 0050 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 450.00 | 450.00 | |||
| 0060 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0070 | REMOVE CURB AND GUTTER | 01812 | LF | 95.00 | 95.000 | 42.000 | 42.000 | 10.00 | 420.00 | |||
| 0080 | STANDARD INTEGRAL CURB | 01830 | LF | 683.00 | 683.000 | 853.000 | 853.000 | 19.00 | 16,207.00 | |||
| 0090 | STANDARD INTEGRAL CURB MOD | 01831 | LF | 1,287.00 | 1,287.000 | 1,374.520 | 1,374.520 | 14.00 | 19,243.28 | |||
| 0100 | ISLAND INTEGRAL CURB | 01845 | LF | 81.00 | 81.000 | 84.000 | 84.000 | 24.00 | 2,016.00 | |||
| 0110 | STANDARD HEADER CURB | 01875 | LF | 67.00 | 67.000 | 195.050 | 195.050 | 80.00 | 15,604.00 | |||
| 0120 | REMOVE CURB | 01904 | LF | 221.00 | 221.000 | 416.000 | 416.000 | 10.00 | 4,160.00 | |||
| 0130 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 12.00 | 12.000 | 24.000 | 24.000 | 5.50 | 132.00 | |||
| 0140 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 27.00 | 27.000 | 7.000 | 7.000 | 5.50 | 38.50 | |||
| 0150 | REMOVE ASPHALT MEDIAN | 02009 | SQYD | 5,853.00 | 5,853.000 | 5,855.170 | 5,855.170 | 4.50 | 26,348.26 | |||
| 0160 | BARRICADE-TYPE II | 02013 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 40.00 | 160.00 | |||
| 0170 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 65.00 | 325.00 | |||
| 0180 | REMOVE PCC PAVEMENT | 02058 | SQYD | 8,121.00 | 9,021.000 | 9,013.900 | 9,013.900 | 9.00 | 81,125.10 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 1,607.00 | 1,607.000 | 1,607.000 | 1,607.000 | 26.00 | 41,782.00 | |||
| 0200 | WATER | 02242 | MGAL | 850.00 | 850.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0210 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,600.00 | 2,225.000 | 2,202.000 | 2,202.000 | 15.80 | 34,791.60 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,200.00 | 6,600.00 | |||
| 0230 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 725.00 | 2,175.00 | |||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 550.00 | 975.000 | 1,025.500 | 1,025.500 | 3.50 | 3,589.25 | |||
| 0250 | CHANNEL LINING CLASS II | 02483 | TON | 15.00 | 15.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0260 | SIGNS | 02562 | SQFT | 800.00 | 800.000 | 778.800 | 778.800 | 3.00 | 2,336.40 | |||
| 0270 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 71,800.00 | 71,800.00 | |||
| 0280 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,500.00 | 20,000.00 | |||
| 0290 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0300 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 183.00 | 183.000 | 210.600 | 210.600 | 78.00 | 16,426.80 | |||
| 0310 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 108.00 | 108.000 | 103.000 | 103.000 | 19.00 | 1,957.00 | |||
| 0320 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 32,416.48 | 32,416.48 | |||
| 0330 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,797.00 | 1,797.000 | 1,391.770 | 1,391.770 | 1.70 | 2,366.00 | |||
| 0350 | SODDING | 05990 | SQYD | 2,569.00 | 2,569.000 | 80.000 | 3,035.000 | 3,115.000 | 3.10 | 248.00 | 9,656.50 | |
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 14,960.00 | 14,960.000 | 5,388.000 | 5,388.000 | 0.13 | 700.44 | |||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,654.00 | 10,654.000 | 20,528.000 | 20,528.000 | 0.15 | 3,079.20 | |||
| 0380 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 380.00 | 380.000 | 4,661.000 | 4,661.000 | 0.17 | 792.37 | |||
| 0390 | PAVE STRIPING-PERM PAINT-8 IN | 06516 | LF | 1,420.00 | 1,420.000 | 2,275.000 | 2,275.000 | 0.30 | 682.50 | |||
| 0400 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 168.00 | 168.000 | 1,250.000 | 1,250.000 | 0.34 | 425.00 | |||
| 0410 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 1,538.00 | 1,538.000 | 1,461.000 | 1,461.000 | 2.25 | 3,287.25 | |||
| 0420 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 339.00 | 339.000 | 302.000 | 302.000 | 7.50 | 2,265.00 | |||
| 0430 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 120.00 | 120.000 | 86.000 | 86.000 | 3.00 | 258.00 | |||
| 0440 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 26.00 | 26.000 | 30.000 | 30.000 | 82.00 | 2,460.00 | |||
| 0450 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 3.00 | 3.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | |||
| 0460 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 0470 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 50.00 | 50.000 | 30.000 | 30.000 | 27.50 | 825.00 | |||
| 0480 | JOINT SEALING | 08540 | LF | 644.00 | 644.000 | 570.000 | 570.000 | 1.60 | 912.00 | |||
| 0490 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,516.00 | 1,516.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | REMOVE & RESET TRAFFIC SIGN | 20194ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 0510 | ROADWAY CROSS SECTION | 20419ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 100.00 | 300.00 | |||
| 0520 | SAWCUT PAVEMENT | 20550ND | LF | 4,631.00 | 4,631.000 | 6,736.623 | 6,736.623 | 2.00 | 13,473.24 | |||
| 0530 | REMOVE TRAFFIC ISLAND | 20997ED | SQYD | 35.00 | 35.000 | 103.920 | 103.920 | 25.00 | 2,598.00 | |||
| 0540 | REMOVE SIGN | 21373ND | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 50.00 | 700.00 | |||
| 0550 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 2,000.00 | 2,000.000 | 1,636.000 | 1,636.000 | 0.28 | 458.08 | |||
| 0560 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 2,000.00 | 2,000.000 | 1,300.000 | 1,300.000 | 0.28 | 364.00 | |||
| 0570 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 250.00 | 250.000 | 0.000 | 0.000 | 0.56 | 0.00 | |||
| 0580 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.250 | 0.500 | 0.750 | 23,800.00 | 5,950.00 | 17,850.00 | |
| 0590 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 199.00 | 199.000 | 200.000 | 200.000 | 23.00 | 4,600.00 | |||
| 0600 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 24,746.00 | 24,746.000 | 13,152.000 | 13,152.000 | 0.40 | 5,260.80 | |||
| 0610 | REMOVE THERMOPLASTIC ARROWS | 23875NC | EACH | 13.00 | 13.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 0620 | CRASH CUSHION TY VI CLASS C TL3 | 23979EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 26,000.00 | 52,000.00 | |||
| 8001 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 0.00 | 9,000.000 | 8,814.440 | 8,814.440 | 1.55 | 13,662.38 | |||
| 8003 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 0.00 | 750.000 | 716.480 | 716.480 | 27.00 | 19,344.96 | |||
| 8004 | FABRIC-GEOTEXTILE TYPE IV FOR UNDERCUT | 02599 | SQYD | 0.00 | 3,100.000 | 3,037.110 | 3,037.110 | 2.00 | 6,074.22 | |||
| 8006 | CRUSHED AGG BASE COURSE FOR RAMP UNDERCUT | 40038 | TON | 0.00 | 750.000 | 620.820 | 620.820 | 25.00 | 15,520.50 | |||
| 8007 | ROADWAY EXCAVATION FOR UNDERCUT | 02200 | CUYD | 0.00 | 1,500.000 | 2,078.550 | 2,078.550 | 26.00 | 54,042.30 | |||
| 8008 | REMOVE PAVEMENT AND SUBBASE | 02091 | SQYD | 0.00 | 136.000 | 136.000 | 136.000 | 19.82 | 2,695.52 | |||
| 8010 | MAINTAIN & CONTROL TRAFFIC FOR BLUEGRASS PKWY PAVEMENT IMPROVEMENTS | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,681.50 | 3,681.50 | |||
| 8017 | COST PLUS WORK TO CONSTRUCT CURB AND RETAINING WALL | 10080NSD | DOLL | 0.00 | 3,908.000 | 3,908.000 | 3,908.000 | 1.00 | 3,908.00 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0002 PAVING | |||||||
| 0630 | DGA BASE | 00001 | TON | 2,430.00 | 3,930.000 | 3,888.020 | 3,888.020 | 23.00 | 89,424.46 | |||
| 0640 | ASPHALT SEAL AGGREGATE | 00100 | TON | 25.20 | 25.200 | 54.770 | 54.770 | 175.00 | 9,584.75 | |||
| 0650 | ASPHALT SEAL COAT | 00103 | TON | 4.14 | 4.140 | 7.450 | 7.450 | 700.00 | 5,215.00 | |||
| 0660 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 144.00 | 369.000 | 360.240 | 360.240 | 140.00 | 50,433.60 | |||
| 0670 | JPC PAVEMENT-8 IN/24 | 02022 | SQYD | 635.00 | 1,405.000 | 1,396.790 | 1,396.790 | 94.00 | 131,298.26 | |||
| 0680 | JPC PAVEMENT-8 IN/48 | 02031 | SQYD | 522.00 | 157.000 | 63.710 | 63.710 | 84.00 | 5,351.64 | |||
| 0690 | JPC PAVEMENT-10 IN | 02069 | SQYD | 4,725.00 | 4,725.000 | 4,705.420 | 4,705.420 | 62.00 | 291,736.04 | |||
| 0700 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 69.00 | 69.000 | 69.470 | 69.470 | 60.00 | 4,168.20 | |||
| 0710 | JPC PAVEMENT-8 IN | 02084 | SQYD | 4,200.00 | 4,200.000 | 4,077.170 | 4,077.170 | 60.00 | 244,630.20 | |||
| 0720 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 144.00 | 244.000 | 238.970 | 238.970 | 52.00 | 12,426.44 | |||
| 0730 | STAMPED CONCRETE | 23379EC | SQYD | 5,454.00 | 5,454.000 | 5,297.150 | 5,297.150 | 39.00 | 206,588.85 | |||
| 8005 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 0.00 | 67.000 | 66.470 | 66.470 | 108.00 | 7,178.76 | |||
| 8009 | MOBILIZATION FOR BLUEGRASS PKWY PAVEMENT IMPROVEMENTS | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,548.00 | 3,548.00 | |||
| 8011 | MOBILIZATION FOR MILL & TEXT FOR BLUEGRASS PKWY PAVEMENT IMPROVEMENTS | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0003 DRAINAGE | |||||||
| 0740 | CULVERT PIPE-36 IN | 00468 | LF | 74.00 | 74.000 | 66.000 | 66.000 | 130.00 | 8,580.00 | |||
| 0750 | STORM SEWER PIPE-18 IN | 00522 | LF | 60.00 | 60.000 | 58.500 | 58.500 | 75.00 | 4,387.50 | |||
| 0760 | PERFORATED PIPE-4 IN | 01000 | LF | 26.00 | 26.000 | 75.000 | 75.000 | 30.00 | 2,250.00 | |||
| 0770 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 8.00 | 8.000 | 76.000 | 76.000 | 31.00 | 2,356.00 | |||
| 0780 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0790 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,750.00 | 4,750.00 | |||
| 0800 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 254.00 | 254.000 | 315.570 | 315.570 | 2.00 | 631.14 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 3.06 | 3.060 | 3.060 | 3.060 | 750.00 | 2,295.00 | |||
| 0820 | CURB BOX INLET TYPE B MODIFIED | 21546ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0830 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 126.00 | 126.000 | 134.700 | 134.700 | 16.00 | 2,155.20 | |||
| 8002 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 280.00 | 280.00 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0004 SIGNING | |||||||
| 0840 | OSS GALV STEEL CANTILEVER MOD | 06201 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 20,816.00 | 41,632.00 | |||
| 0850 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 728.00 | 728.000 | 727.500 | 727.500 | 17.25 | 12,549.37 | |||
| 0860 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 40.00 | 40.000 | 39.500 | 39.500 | 12.50 | 493.75 | |||
| 0870 | STEEL POST TYPE 1 | 06410 | LF | 160.00 | 160.000 | 115.000 | 115.000 | 7.00 | 805.00 | |||
| 0880 | OSS ALUMINUM 60 FT TRUSS | 06422 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 47,764.00 | 47,764.00 | |||
| 0890 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 58.09 | 58.090 | 58.373 | 58.373 | 375.00 | 21,889.87 | |||
| 0900 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 4,827.00 | 4,827.000 | 4,771.370 | 4,771.370 | 1.15 | 5,487.07 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0005 DEMOBILIZATION | |||||||
| 0910 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 27,000.00 | 0.00 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0006 LIGHTING | |||||||
| 0920 | POLE 40 FT MTG HT | 04701 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 0930 | BRACKET 6 FT | 04721 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0940 | BRACKET 10 FT | 04723 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0950 | POLE BASE | 04740 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 850.00 | 1,700.00 | |||
| 0960 | TRANSFORMER BASE | 04750 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 0970 | HPS LUMINAIRE | 04770 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0980 | FUSED CONNECTOR KIT | 04780 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 85.00 | 1,020.00 | |||
| 0990 | CONDUIT-1 1/4 IN | 04793 | LF | 650.00 | 650.000 | 220.000 | 220.000 | 8.00 | 1,760.00 | |||
| 1000 | CONDUIT-2 IN | 04795 | LF | 150.00 | 150.000 | 148.000 | 148.000 | 10.00 | 1,480.00 | |||
| 1010 | TRENCHING AND BACKFILLING | 04820 | LF | 600.00 | 600.000 | 261.000 | 261.000 | 4.00 | 1,044.00 | |||
| 1020 | WIRE-NO. 12 | 04832 | LF | 360.00 | 360.000 | 350.000 | 350.000 | 0.70 | 245.00 | |||
| 1030 | WIRE-NO. 6 | 04834 | LF | 2,400.00 | 2,400.000 | 2,388.000 | 2,388.000 | 1.10 | 2,626.80 | |||
| 1040 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,100.00 | 2,100.00 | |||
| 1050 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 2.00 | 3.000 | 1.000 | 2.000 | 3.000 | 650.00 | 650.00 | 1,950.00 | |
| 1060 | BORE AND JACK CONDUIT | 21543EN | LF | 125.00 | 125.000 | 143.000 | 143.000 | 35.00 | 5,005.00 | |||
| Project | DE05600641259 | Fed/State Project Number | IM 0642(180) | Category | 0007 SIGNALIZATION | |||||||
| 1070 | CONDUIT-1 IN | 04792 | LF | 105.00 | 105.000 | 50.000 | 50.000 | 8.00 | 400.00 | |||
| 1080 | CONDUIT-1 1/4 IN | 04793 | LF | 250.00 | 290.000 | 30.000 | 460.000 | 490.000 | 10.00 | 300.00 | 4,900.00 | |
| 1090 | CONDUIT-2 IN | 04795 | LF | 100.00 | 110.000 | 14.000 | 40.000 | 54.000 | 10.00 | 140.00 | 540.00 | |
| 1100 | ELECTRICAL JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 1110 | TRENCHING AND BACKFILLING | 04820 | LF | 250.00 | 300.000 | 20.000 | 520.000 | 540.000 | 4.00 | 80.00 | 2,160.00 | |
| 1120 | LOOP WIRE | 04830 | LF | 3,490.00 | 4,690.000 | 1,094.000 | 3,682.000 | 4,776.000 | 0.50 | 547.00 | 2,388.00 | |
| 1130 | CABLE-NO. 14/5C | 04844 | LF | 4,535.00 | 4,535.000 | 4,624.000 | 4,624.000 | 1.25 | 5,780.00 | |||
| 1140 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,310.00 | 2,310.000 | 2,314.000 | 2,314.000 | 1.25 | 2,892.50 | |||
| 1150 | MESSENGER-15400 LB | 04886 | LF | 705.00 | 705.000 | 705.000 | 705.000 | 3.45 | 2,432.25 | |||
| 1160 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,267.00 | 1,477.000 | 267.000 | 1,277.000 | 1,544.000 | 10.00 | 2,670.00 | 15,440.00 | |
| 1170 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1180 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1190 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 800.00 | 1,600.00 | |||
| 1200 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 375.00 | 3,000.00 | |||
| 1210 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 19.00 | 19.000 | 17.000 | 17.000 | 150.00 | 2,550.00 | |||
| 1220 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 225.00 | 3,375.00 | |||
| 1230 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 1240 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 22.00 | 22.000 | 20.210 | 20.210 | 950.00 | 19,199.50 | |||
| 1250 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 1260 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8012 | PIEZOELECTRIC SENSOR | 04829 | EACH | 0.00 | 3.000 | 3.000 | 0.000 | 3.000 | 2,100.00 | 6,300.00 | 6,300.00 | |
| 8013 | GALVANIZED STEEL CABINET | 20359NN | EACH | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 525.00 | 525.00 | 525.00 | |
| 8014 | WOOD POST | 20360ES818 | EACH | 0.00 | 2.000 | 2.000 | 0.000 | 2.000 | 157.50 | 315.00 | 315.00 | |
| 8015 | MOBILIZATION FOR TRAFFIC DATA STATIONS | 02568 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 698.25 | 698.25 | 698.25 | |
| 8016 | MAINTAIN & CONTROL TRAFFIC FOR TRAFFIC DATA STATIONS | 02650 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,703.25 | 2,703.25 | 2,703.25 | |
| SUBTOT | $21,126.50 |
$2,009,026.11 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0690-2-0I |
DOWEL BARS, EP 615 | LF |
3,000.00 | 0002 | $2.580000 | $7,740.00 | ||||||
0690-1-0I |
LOAD TRANS ASS CONT | LF |
2,756.00 | 0002 | $4.750000 | $13,091.00 | ||||||
0710-1-0I |
LOAD TRANS ASS CONT | LF |
2,030.00 | 0002 | $4.750000 | $9,642.50 | ||||||
0710-1-0A |
LOAD TRANS ASS CONT | LF |
1,008.36 | 0002 | $4.750000 | $-4,789.71 | ||||||
0690-2-0A |
DOWEL BARS, EP 615 | LF |
3,000.00 | 0003 | $2.580000 | $-7,740.00 | ||||||
0690-1-0A |
LOAD TRANS ASS CONT | LF |
2,756.00 | 0003 | $4.750000 | $-13,091.00 | ||||||
0710-1-0A |
LOAD TRANS ASS CONT | LF |
650.34 | 0003 | $4.750000 | $-3,089.12 | ||||||
0710-1-0A |
LOAD TRANS ASS CONT | LF |
371.30 | 0005 | $4.750000 | $-1,763.68 | ||||||
| SUBTOT | $-0.01 |
|||||||||||