|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061028 | Estimate Number | 0022 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05360) Middeler, Joseph F., P.E. | ||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | ADDR SN 0 VC Code VC0000027231 | |||||
| P O BOX 2428 | |||||||
| CLARKSVILLE , IN , 47131-2428 | |||||||
| Pay Period | 06/03/2010 TO 05/26/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE056084106W1 | ||||||
| Project No. | DPR 0043 (004) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | SNYDER FREEWAY (KY 841) | ||||||
| Description | AT US 42, RELOCATE RAMPS (APPROACH TO EAST END OHIO RIVER BRIDGE) | ||||||
| Date Let | 05/26/2006 | Formal Acceptance | 09/13/2007 | ||||
| Date Awarded | 06/08/2006 | Date Work Began | 07/05/2006 | ||||
| Date Contract Executed | 06/29/2006 | Open To Traffic | 04/06/2007 | ||||
| Date NTP Issued | 06/29/2006 | Actual Completion Date | 04/06/2007 | ||||
| Current Contract Amount | $4,020,793.71 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,038,800.00 |
Total Earnings | $3,781,600.09 |
$3,756,495.16 |
$25,104.93 |
|
| Percent Complete | 93.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $242,193.62 |
Gross Earnings | $3,781,600.09 |
$3,756,495.16 |
$25,104.93 |
|
| Total Change Orders | $-18,006.29 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,778,600.09 |
$3,753,495.16 |
$25,104.93 |
|||
| Contract Id | 061028 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0022 | Project Number | DPR 0043 (004) | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | Period | 06/03/2010 TO 05/26/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | 24" Steel Encasement Pipe | Approved | 10/16/2006 | $33,770.71 | 0.0 | |||||
| 002 | Construction Rev., Cost +, Time Adj, & F/A Adj. | Approved | 08/02/2007 | $-51,777.00 | 127.0 | |||||
| 003 | Non Spec Material Override | Approved | 05/12/2011 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0001 |
$-3,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 061028 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE056084106W1 | |||||||
| Estimate Nbr | 0022 | Period | 06/03/2010 TO 05/26/2011 | |||||||
| Contractor | GOHMANN ASPHALT AND CONSTRUCTION INC | |||||||||
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0001 ROADWAY | |||||||
| 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 | |
| 0010 | CRUSHED STONE BASE | 00003 | TON | 8,560.00 | 8,455.000 | 8,729.290 | 8,729.290 | 17.00 | 148,397.93 | |||
| 0020 | ASPHALT SEAL AGGREGATE | 00100 | TON | 84.00 | 84.000 | 84.880 | 84.880 | 125.00 | 10,610.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 495.00 | 495.000 | 58.150 | 58.150 | 65.00 | 3,779.75 | |||
| 0040 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 5,481.00 | 5,425.000 | 5,852.310 | 5,852.310 | 45.00 | 263,353.95 | |||
| 0050 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 5,195.00 | 5,148.000 | 3,974.440 | 3,974.440 | 50.00 | 198,722.00 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 11.00 | 11.000 | 10.200 | 10.200 | 500.00 | 5,100.00 | |||
| 0070 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 2,645.00 | 2,627.000 | -0.010 | 2,920.320 | 2,920.310 | 60.00 | -0.60 | 175,218.60 | |
| 0080 | STORM SEWER PIPE-18 INCH | 00522 | LF | 125.00 | 125.000 | 120.500 | 120.500 | 55.00 | 6,627.50 | |||
| 0090 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 0100 | DROP BOX INLET TYPE 1 | 01490 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,200.00 | 8,400.00 | |||
| 0110 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 1,200.00 | 1,200.000 | 520.000 | 520.000 | 7.00 | 3,640.00 | |||
| 0120 | BARRICADE-TYPE III | 02014 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 150.00 | 1,050.00 | |||
| 0130 | REMOVE PAVEMENT | 02091 | SQYD | 195.00 | 195.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0140 | TEMPORARY DITCH | 02159 | LF | 2,647.00 | 2,647.000 | 320.000 | 320.000 | 4.00 | 1,280.00 | |||
| 0150 | ROADWAY EXCAVATION | 02200 | CUYD | 128,689.00 | 124,798.000 | 124,798.000 | 124,798.000 | 14.25 | 1,778,371.50 | |||
| 0160 | WATER | 02242 | MGAL | 259.00 | 259.000 | 0.000 | 0.000 | 0.10 | 0.00 | |||
| 0170 | REMOVE & REPLACE FENCE | 02268 | LF | 889.00 | 889.000 | 480.000 | 480.000 | 7.00 | 3,360.00 | |||
| 0180 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 950.00 | 950.000 | 950.000 | 950.000 | 17.80 | 16,910.00 | |||
| 0190 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 503.00 | 503.00 | |||
| 0200 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 695.00 | 695.00 | |||
| 0210 | REMOVE GUARDRAIL | 02381 | LF | 428.00 | 428.000 | 425.000 | 425.000 | 2.00 | 850.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,900.00 | 2,900.00 | |||
| 0230 | CHANNEL LINING CLASS II | 02483 | TON | 2,738.00 | 2,738.000 | 2,342.510 | 2,342.510 | 37.00 | 86,672.87 | |||
| 0240 | CHANNEL LINING CLASS III | 02484 | TON | 1,119.00 | 1,088.000 | 260.330 | 260.330 | 40.00 | 10,413.20 | |||
| 0250 | CLEARING AND GRUBBING 5.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 87,000.00 | 87,000.00 | |||
| 0260 | SIGNS | 02562 | SQFT | 770.00 | 770.000 | 667.000 | 667.000 | 5.00 | 3,335.00 | |||
| 0270 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0280 | EDGE KEY | 02585 | LF | 180.00 | 180.000 | 212.000 | 212.000 | 10.00 | 2,120.00 | |||
| 0290 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 53,680.00 | 53,260.000 | 43,664.900 | 43,664.900 | 1.20 | 52,397.88 | |||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 79,890.75 | 79,890.75 | |||
| 0310 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 6,500.00 | 19,500.00 | |||
| 0320 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0330 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 162.00 | 162.000 | 78.364 | 78.364 | 44.00 | 3,448.01 | |||
| 0340 | RUMBLE STRIPS TYPE 2 | 02694 | LF | 42.00 | 42.000 | 42.000 | 42.000 | 45.00 | 1,890.00 | |||
| 0350 | TEMPORARY SILT FENCE | 02701 | LF | 2,647.00 | 2,647.000 | 164.000 | 164.000 | 2.75 | 451.00 | |||
| 0360 | SILT TRAP TYPE A | 02703 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 0370 | SILT TRAP TYPE B | 02704 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 0380 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 36.00 | 36.000 | 7.000 | 7.000 | 140.00 | 980.00 | |||
| 0390 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 36.00 | 36.000 | 7.000 | 7.000 | 120.00 | 840.00 | |||
| 0400 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 2,647.00 | 2,647.000 | 164.000 | 164.000 | 0.50 | 82.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,000.00 | 38,000.00 | |||
| 0420 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,400.00 | 4,400.00 | |||
| 0430 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0440 | RELOCATE CRASH CUSHION | 02898 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 0450 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 860.00 | 860.000 | 680.000 | 680.000 | 35.00 | 23,800.00 | |||
| 0460 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,370.00 | 1,370.000 | 0.000 | 0.000 | 1.65 | 0.00 | |||
| 0470 | TEMPORARY MULCH | 05952 | SQYD | 26,164.00 | 26,164.000 | 8,212.700 | 8,212.700 | 0.20 | 1,642.54 | |||
| 0480 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 5,233.00 | 5,233.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0490 | TOPDRESSING FERTILIZER | 05966 | TON | 1.36 | 1.360 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0500 | SEEDING AND PROTECTION | 05985 | SQYD | 26,164.00 | 26,164.000 | 19,399.170 | 19,399.170 | 0.40 | 7,759.66 | |||
| 0510 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 2,616.00 | 2,616.000 | 8,105.560 | 8,105.560 | 0.32 | 2,593.77 | |||
| 0520 | SPREADING STOCKPILED TOPSOIL | 05998 | CUYD | 4,580.00 | 4,580.000 | 1,608.000 | 1,608.000 | 14.00 | 22,512.00 | |||
| 0530 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 29,389.00 | 29,389.000 | 44,993.000 | 44,993.000 | 0.18 | 8,098.74 | |||
| 0540 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 9,085.00 | 9,085.000 | 0.000 | 0.000 | 0.22 | 0.00 | |||
| 0550 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 12,864.00 | 12,864.000 | 13,671.000 | 13,671.000 | 0.21 | 2,870.91 | |||
| 0560 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 7,653.00 | 7,653.000 | 8,340.000 | 8,340.000 | 0.25 | 2,085.00 | |||
| 0570 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 884.00 | 884.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0580 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 29,389.00 | 29,389.000 | 14,025.000 | 14,025.000 | 0.69 | 9,677.25 | |||
| 0590 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 13,220.00 | 13,220.000 | 0.000 | 0.000 | 0.69 | 0.00 | |||
| 0600 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 176.00 | 176.000 | 156.000 | 156.000 | 8.00 | 1,248.00 | |||
| 0610 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 100.00 | 3,000.00 | |||
| 0620 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 125.00 | 750.00 | |||
| 0630 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 85.00 | 85.000 | 85.000 | 85.000 | 25.00 | 2,125.00 | |||
| 0640 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 90.00 | 90.000 | 85.000 | 85.000 | 25.00 | 2,125.00 | |||
| 0650 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 17.00 | 17.000 | 28.000 | 28.000 | 25.00 | 700.00 | |||
| 0660 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 55.00 | 55.000 | 60.000 | 60.000 | 25.00 | 1,500.00 | |||
| 0670 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 0680 | GEOGRID REINFORCEMENT | 20263ED | SQYD | 15,513.00 | 15,303.000 | 15,372.900 | 15,372.900 | 6.00 | 92,237.40 | |||
| 0690 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 9,446.00 | 9,446.000 | 9,757.000 | 9,757.000 | 1.50 | 14,635.50 | |||
| 0700 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 451.00 | 451.000 | 451.000 | 451.000 | 3.00 | 1,353.00 | |||
| 0710 | SILT TRAP TYPE C | 20496NS843 | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 0720 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 36.00 | 36.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0730 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0740 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 180.00 | 180.000 | 181.990 | 181.990 | 2.25 | 409.47 | |||
| 8000 | STEEL ENCASEMENT PIPE-24 INCH To facilitate future LWC service for tunnel | 01081 | LF | 0.00 | 191.000 | 191.000 | 191.000 | 176.81 | 33,770.71 | |||
| 8001 | COST PLUS WORK Cost plus work for Rock face removal | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,090.94 | 9,090.94 | |||
| 8002 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1.000 | 0.213 | 1.000 | 1.213 | 203.21 | 43.28 | 246.49 | |
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 1.000 | -8.428 | 1.000 | -7.428 | -902.62 | 7,607.28 | 6,704.66 | |
| 8004 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 1.000 | 1.009 | 1.000 | 2.009 | 6,017.22 | 6,071.37 | 12,088.59 | |
| 8006 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -3,116.400 | 0.000 | -3,116.400 | 1.00 | -3,116.40 | -3,116.40 | |
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0002 BRIDGE | |||||||
| 0750 | GRANULAR EMBANKMENT | 02223 | CUYD | 5.00 | 5.000 | 9.360 | 9.360 | 120.00 | 1,123.20 | |||
| 0760 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0770 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0780 | CONCRETE-CLASS A | 08100 | CUYD | 16.70 | 16.700 | 16.700 | 16.700 | 1,600.00 | 26,720.00 | |||
| 0790 | STEEL REINFORCEMENT | 08150 | LB | 1,069.00 | 1,069.000 | 1,069.000 | 1,069.000 | 1.90 | 2,031.10 | |||
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0003 SIGNING | |||||||
| 0800 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 535.00 | 535.000 | 535.000 | 535.000 | 15.00 | 8,025.00 | |||
| 0810 | STEEL POST TYPE 1 | 06410 | LF | 74.00 | 74.000 | 78.000 | 78.000 | 7.50 | 585.00 | |||
| 0820 | STEEL POST TYPE 2 | 06411 | LF | 701.00 | 701.000 | 769.000 | 769.000 | 8.50 | 6,536.50 | |||
| 0830 | STEEL POST MILE MARKERS | 06412 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0840 | DELINEATORS-WHITE | 06413 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0850 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 35.00 | 210.00 | |||
| 0860 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 0.30 | 0.300 | 0.880 | 0.880 | 1,500.00 | 1,320.00 | |||
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0004 SIGNALIZATION | |||||||
| 0870 | CONDUIT-1 1/4 INCH | 04793 | LF | 120.00 | 120.000 | 20.000 | 20.000 | 8.50 | 170.00 | |||
| 0880 | CONDUIT-2 INCH | 04795 | LF | 180.00 | 180.000 | 40.000 | 40.000 | 11.85 | 474.00 | |||
| 0890 | JUNCTION BOX TYPE B | 04811 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0900 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 10.000 | 10.000 | 7.00 | 70.00 | |||
| 0910 | LOOP WIRE | 04830 | LF | 1,830.00 | 1,830.000 | 1,866.000 | 1,866.000 | 0.40 | 746.40 | |||
| 0920 | CABLE-NO. 14/5C | 04844 | LF | 550.00 | 550.000 | 633.000 | 633.000 | 1.45 | 917.85 | |||
| 0930 | CABLE-NO. 14/1 PAIR | 04850 | LF | 800.00 | 800.000 | 965.000 | 965.000 | 1.45 | 1,399.25 | |||
| 0940 | MESSENGER-10800 LB | 04885 | LF | 200.00 | 200.000 | 205.000 | 205.000 | 3.50 | 717.50 | |||
| 0950 | LOOP SAW SLOT AND FILL | 04895 | LF | 670.00 | 670.000 | 626.000 | 626.000 | 14.66 | 9,177.16 | |||
| 0960 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 508.00 | 5,080.00 | |||
| 0970 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0980 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,300.00 | 9,900.00 | |||
| 0990 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1000 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
| 1010 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1020 | BORE AND JACK CONDUIT 2 INCH | 21543EN | LF | 120.00 | 120.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0005 LIGHTING | |||||||
| 1030 | POLE BASE | 04740 | EACH | 28.00 | 28.000 | 27.500 | 27.500 | 1,000.00 | 27,500.00 | |||
| 1040 | HPS LUMINAIRE | 04770 | EACH | 28.00 | 28.000 | 10.000 | 10.000 | 370.00 | 3,700.00 | |||
| 1050 | FUSED CONNECTOR KIT | 04780 | EACH | 56.00 | 56.000 | 56.000 | 56.000 | 75.00 | 4,200.00 | |||
| 1060 | CONDUIT-1 1/4 INCH | 04793 | LF | 3,843.00 | 3,843.000 | 4,024.000 | 4,024.000 | 8.50 | 34,204.00 | |||
| 1070 | CONDUIT-2 INCH | 04795 | LF | 246.00 | 246.000 | 350.000 | 350.000 | 11.85 | 4,147.50 | |||
| 1080 | JUNCTION BOX TYPE B | 04811 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 500.00 | 2,000.00 | |||
| 1090 | TRENCHING AND BACKFILLING | 04820 | LF | 4,089.00 | 4,089.000 | 4,045.000 | 4,045.000 | 7.00 | 28,315.00 | |||
| 1100 | WIRE-NO. 12 | 04832 | LF | 1,380.00 | 1,380.000 | 0.000 | 0.000 | 0.56 | 0.00 | |||
| 1110 | WIRE-NO. 8 | 04833 | LF | 8,386.00 | 8,386.000 | 9,868.000 | 9,868.000 | 1.16 | 11,446.88 | |||
| 1120 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,320.00 | 5,320.00 | |||
| 1130 | REMOVE STORE & REINSTALL POLE | 04942 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 450.00 | 12,600.00 | |||
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 1140 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 185,000.00 | 185,000.00 | |||
| 1150 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 58,000.00 | 14,500.00 | 58,000.00 | |
| Project | DE056084106W1 | Fed/State Project Number | DPR 0043 (004) | Category | 0007 TRAINEES | |||||||
| 1160 | TRAINEE PAYMENT REIMBURSEMENT 1 CLAS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,548.000 | 1,548.000 | 0.01 | 15.48 | |||
| SUBTOT | $25,104.94 |
$3,781,600.03 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||