|
Report_Id: 101046 Est NO 0008 |
Date:07/12/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 101046 | Estimate Number | 0008 | Estimate Type | PROGRESS | ||
| District Office | LOUISVILLE (05340) Nolan, William L. | ||||||
| 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 | 06/17/2011 TO 06/30/2011 | ||||||
| Date Approved | 07/12/2011 | ||||||
| Primary Proj Number | DE05602641046 | ||||||
| Project No. | IM 2641(171) | ||||||
| Primary County | JEFFERSON | ||||||
| Name of Road | WATTERSON EXPRESSWAY (I-264) | ||||||
| Description | REPAIR AND GRIND PAVEMENT ON I-264 FROM MP 8.04 TO MP 12.700 | ||||||
| Date Let | 11/19/2010 | Formal Acceptance | |||||
| Date Awarded | 12/02/2010 | Date Work Began | 03/03/2011 | ||||
| Date Contract Executed | 01/12/2011 | Open To Traffic | |||||
| Date NTP Issued | 01/12/2011 | Actual Completion Date | |||||
| Current Contract Amount | $10,628,000.00 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $10,628,000.00 |
Total Earnings | $4,575,983.39 |
$3,319,373.00 |
$1,256,610.39 |
|
| Percent Complete | 44.42 |
Stockpiled Materials | $145,186.75 |
$230,735.24 |
$-85,548.49 |
|
| Funds Available | $5,906,829.86 |
Gross Earnings | $4,721,170.14 |
$3,550,108.24 |
$1,171,061.90 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $4,721,170.14 |
$3,550,108.24 |
$1,171,061.90 |
|||
| Contract Id | 101046 | Change Order Summary |
County | JEFFERSON | ||||||
| Estimate Nbr | 0008 | Project Number | IM 2641(171) | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | Period | 06/17/2011 TO 06/30/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Fuel Adjustment Override | Approved | 03/25/2011 | $0.00 | 0.0 | |||||
| 002 | Special Mobilization and Maintain/Control Traffic | Pending | 0 | $6,000.00 | 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 | 101046 | COMMONWEALTH OF KENTUCKY |
County | JEFFERSON | ||||||
| Contract Type | JPCD JPC PAVEMENT REPAIRS - DIAMOND GRINDING | TRANSPORTATION CABINET |
Primary Project Number | DE05602641046 | ||||||
| Estimate Nbr | 0008 | Period | 06/17/2011 TO 06/30/2011 | |||||||
| Contractor | MAC CONSTRUCTION & EXCAVATING INC WOS UNRUH UNLIMITED INC | |||||||||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | 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 | DGA BASE | 00001 | TON | 2,000.00 | 2,000.000 | 439.290 | 439.290 | 22.00 | 9,664.38 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 40.00 | 40.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 221.00 | 221.000 | 66.640 | 66.640 | 125.00 | 8,330.00 | |||
| 0040 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 27.00 | 27.000 | 7.990 | 7.990 | 600.00 | 4,794.00 | |||
| 0050 | STORM SEWER PIPE-18 IN | 00522 | LF | 4.00 | 4.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0060 | PERFORATED PIPE-4 IN | 01000 | LF | 250.00 | 250.000 | 158.500 | 183.500 | 342.000 | 18.00 | 2,853.00 | 6,156.00 | |
| 0070 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 0080 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0090 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0110 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 0120 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 0130 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,300.00 | 0.00 | |||
| 0140 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0150 | ISLAND INTEGRAL CURB | 01845 | LF | 845.00 | 845.000 | 94.000 | 94.000 | 18.00 | 1,692.00 | |||
| 0160 | SPECIAL HEADER CURB | 01877 | LF | 1,583.00 | 1,583.000 | 1,315.000 | 1,315.000 | 13.00 | 17,095.00 | |||
| 0170 | REMOVE CURB | 01904 | LF | 1,740.50 | 1,740.500 | 1,283.000 | 1,283.000 | 6.00 | 7,698.00 | |||
| 0180 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 225.00 | 225.000 | 133.000 | 133.000 | 10.00 | 1,330.00 | |||
| 0190 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 85.00 | 85.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0200 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 320.00 | 320.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0210 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 625.00 | 625.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0220 | JPC PAVEMENT-11 IN/24 | 02025 | SQYD | 35,947.00 | 35,947.000 | 11,401.830 | 16,535.620 | 27,937.450 | 67.00 | 763,922.61 | 1,871,809.15 | |
| 0230 | REMOVE PCC PAVEMENT | 02058 | SQYD | 35,947.00 | 35,947.000 | 11,401.830 | 16,535.620 | 27,937.450 | 24.00 | 273,643.92 | 670,498.80 | |
| 0240 | PCC PAVEMENT DIAMOND GRINDING | 02060 | SQYD | 336,464.00 | 336,464.000 | 19,609.880 | 0.000 | 19,609.880 | 2.70 | 52,946.67 | 52,946.67 | |
| 0250 | PARTIAL DEPTH PATCHING | 02110 | CUFT | 50.00 | 50.000 | 8.575 | 48.600 | 57.175 | 280.00 | 2,401.00 | 16,009.00 | |
| 0260 | SAW-CLEAN-RESEAL TVERSE JOINT | 02115 | LF | 270,554.00 | 270,554.000 | 1,457.280 | 1,457.280 | 1.08 | 1,573.86 | |||
| 0270 | SAW-CLEAN-RESEAL LONGIT JOINT | 02116 | LF | 271,743.00 | 271,743.000 | 1,501.420 | 1,501.420 | 1.08 | 1,621.53 | |||
| 0280 | GRANULAR EMBANKMENT | 02223 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0290 | DITCHING | 02237 | LF | 25,000.00 | 25,000.000 | 2,172.000 | 2,172.000 | 1.85 | 4,018.20 | |||
| 0300 | REMOVE FENCE | 02265 | LF | 850.00 | 850.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0310 | FENCE-6 FT CHAIN LINK | 02274 | LF | 350.00 | 350.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0320 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0330 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0340 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 22.00 | 22.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 2 | 02364 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0360 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 15.00 | 15.000 | 13.000 | 13.000 | 675.58 | 8,782.54 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0390 | REMOVE GUARDRAIL | 02381 | LF | 17,612.50 | 17,612.500 | 13,860.600 | 13,860.600 | 2.00 | 27,721.20 | |||
| 0400 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 20.00 | 20.000 | 13.000 | 13.000 | 1,950.00 | 25,350.00 | |||
| 0420 | CHANNEL LINING CLASS III | 02484 | TON | 500.00 | 500.000 | 130.630 | 130.630 | 32.00 | 4,180.16 | |||
| 0430 | SIGNS | 02562 | SQFT | 4,600.00 | 4,600.000 | 64.000 | 2,114.000 | 2,178.000 | 3.00 | 192.00 | 6,534.00 | |
| 0440 | PROJECT CPM SCHEDULE | 02570 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 5,000.00 | 2,000.00 | |||
| 0450 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.450 | 0.450 | 430,000.00 | 193,500.00 | |||
| 0470 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 5,000.00 | 30,000.00 | |||
| 0480 | SHOULDERING | 02714 | LF | 10,000.00 | 10,000.000 | 14,831.000 | 14,831.000 | 2.40 | 35,594.40 | |||
| 0490 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,400.00 | 19,200.00 | |||
| 0500 | EROSION CONTROL BLANKET | 05950 | SQYD | 8,350.00 | 8,350.000 | 2,568.000 | 2,568.000 | 0.90 | 2,311.20 | |||
| 0510 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 250.00 | 250.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0520 | STEEL POST TYPE 1 | 06410 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0530 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0540 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 370.00 | 370.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0550 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 270.00 | 270.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 0560 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 465,900.00 | 465,900.000 | 58,007.000 | 177,852.000 | 235,859.000 | 0.14 | 8,120.98 | 33,020.26 | |
| 0570 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 89,955.00 | 89,955.000 | 0.000 | 0.000 | 3.63 | 0.00 | |||
| 0580 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 58,970.00 | 58,970.000 | 0.000 | 0.000 | 3.63 | 0.00 | |||
| 0590 | PAVE STRIPING-DUR TY 1-12 IN W | 06560 | LF | 22,960.00 | 22,960.000 | 0.000 | 0.000 | 7.26 | 0.00 | |||
| 0600 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 2,900.00 | 2,900.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 0610 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 105.00 | 105.000 | 0.000 | 0.000 | 17.95 | 0.00 | |||
| 0620 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 3,005.00 | 3,005.000 | 420.000 | 783.000 | 1,203.000 | 46.33 | 19,458.60 | 55,734.99 | |
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 0.93 | 0.930 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0640 | STEEL REINFORCEMENT | 08150 | LB | 8.00 | 8.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0650 | OBJECT MARKER TY 3 | 20191ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0660 | REPLACE GRATE | 20366NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0670 | LAW ENFORCMENT OFFICER | 20411ED | HOUR | 2,000.00 | 2,000.000 | 850.750 | 2,389.250 | 3,240.000 | 35.00 | 29,776.25 | 113,400.00 | |
| 0680 | DOWEL BAR RETROFIT | 20750ND | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0690 | SAW-CLEAN-RESEAL RANDOM CRACKS | 21173EC | LF | 1,050.00 | 1,050.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0700 | EMBANKMENT | 21533EN | CUYD | 500.00 | 500.000 | 22.740 | 22.740 | 20.00 | 454.80 | |||
| 0710 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 16,612.00 | 16,612.000 | 11,202.500 | 11,202.500 | 16.87 | 188,986.17 | |||
| 0720 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.500 | 0.500 | 15,000.00 | 7,500.00 | |||
| 0730 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 637,785.00 | 637,785.000 | 42,861.000 | 228,629.000 | 271,490.000 | 0.27 | 11,572.47 | 73,302.30 | |
| 0740 | CRASH CUSHION TY VI CLASS C TL3-1 | 23394EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 26,290.00 | 0.00 | |||
| 8000 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | 236.180 | 236.180 | 1.00 | 236.18 | |||
| 8001 | MOBILIZATION AND M/C TRAFFIC FOR ADDITIONAL RAMP WORK | 02568 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 6,000.00 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0002 BRIDGE | |||||||
| 0750 | FLOWABLE FILL | 02220 | CUYD | 30.00 | 30.000 | 10.000 | 10.000 | 130.00 | 1,300.00 | |||
| 0760 | JOINT SEAL REPLACEMENT | 23386EC | LF | 165.00 | 165.000 | 165.000 | 165.000 | 120.00 | 19,800.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0003 DEMOB AND MOB | |||||||
| 0770 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 466,192.70 | 466,192.70 | |||
| 0780 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 170,000.00 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0004 BRIDGE | |||||||
| 0790 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 410.00 | 410.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0800 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 220.00 | 220.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0810 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0820 | BLAST CLEANING | 08549 | SQYD | 1,625.00 | 1,625.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0830 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 14,625.00 | 14,625.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 8002 | EPOXY-URETHANE WATERPROOFING Unitex Material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0005 BRIDGE | |||||||
| 0840 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 740.00 | 740.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0850 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 430.00 | 430.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0860 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0870 | BLAST CLEANING | 08549 | SQYD | 3,150.00 | 3,150.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0880 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 28,350.00 | 28,350.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 8003 | EPOXY-URETHANE WATERPROOFING Unitex material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0006 BRIDGE | |||||||
| 0890 | FLOWABLE FILL | 02220 | CUYD | 10.00 | 10.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 0900 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 600.00 | 600.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0910 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 340.00 | 340.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0920 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0930 | BLAST CLEANING | 08549 | SQYD | 2,510.00 | 2,510.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0940 | REPLACE ARMORED EDGE | 20663ED | LF | 74.00 | 74.000 | 35.900 | 35.900 | 220.00 | 7,898.00 | |||
| 0950 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 22,590.00 | 22,590.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 8004 | EPOXY-URETHANE WATERPROOFING Unitex Material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0007 BRIDGE | |||||||
| 0960 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 240.00 | 240.000 | 39.600 | 163.800 | 203.400 | 600.00 | 23,760.00 | 122,040.00 | |
| 0970 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 340.00 | 340.000 | 67.000 | 273.000 | 340.000 | 600.00 | 40,200.00 | 204,000.00 | |
| 0980 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 3,690.00 | 3,690.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 0990 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 2,080.00 | 2,080.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1000 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 1,770.00 | 1,770.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| 1010 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1020 | BLAST CLEANING | 08549 | SQYD | 18,900.00 | 18,900.000 | 2,941.150 | 0.000 | 2,941.150 | 8.00 | 23,529.20 | 23,529.20 | |
| 1030 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 170,000.00 | 170,000.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 1040 | JOINT SEAL REPLACEMENT | 23386EC | LF | 88.00 | 88.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 8005 | EPOXY-URETHANE WATERPROOFING Unitex Material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0008 BRIDGE | |||||||
| 1050 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 660.00 | 660.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1060 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 440.00 | 440.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1070 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 80.00 | 80.000 | 0.000 | 0.000 | 1.08 | 0.00 | |||
| 1080 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1090 | BLAST CLEANING | 08549 | SQYD | 2,670.00 | 2,670.000 | 322.210 | 0.000 | 322.210 | 8.00 | 2,577.68 | 2,577.68 | |
| 1100 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 50.00 | 50.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1110 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 24,000.00 | 24,000.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 1120 | JOINT SEAL REPLACEMENT | 23386EC | LF | 440.00 | 440.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 8006 | EPOXY-URETHANE WATERPROOFING Unitex Material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0009 BRIDGE | |||||||
| 1130 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 195.00 | 195.000 | 195.000 | 195.000 | 600.00 | 117,000.00 | |||
| 1140 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 760.00 | 760.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1150 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 490.00 | 490.000 | 0.000 | 0.000 | 0.54 | 0.00 | |||
| 1160 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 1170 | BLAST CLEANING | 08549 | SQYD | 3,050.00 | 3,050.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1180 | EPOXY-URETHANE WATERPROOFING | 23331EC | SQFT | 27,450.00 | 27,450.000 | 0.000 | 0.000 | 5.80 | 0.00 | |||
| 8007 | EPOXY-URETHANE WATERPROOFING Unitex material | 23331EC | SQFT | 0.00 | 0.000 | 0.000 | 0.000 | 5.70 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0010 BRIDGE | |||||||
| 1190 | FLOWABLE FILL | 02220 | CUYD | 50.00 | 50.000 | 50.000 | 50.000 | 130.00 | 6,500.00 | |||
| 1200 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 62.00 | 62.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 1210 | JOINT SEAL REPLACEMENT | 23386EC | LF | 130.00 | 130.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0011 BRIDGE | |||||||
| 1220 | FLOWABLE FILL | 02220 | CUYD | 15.00 | 15.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0012 BRIDGE | |||||||
| 1230 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 55.00 | 55.000 | 55.000 | 55.000 | 600.00 | 33,000.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0013 BRIDGE | |||||||
| 1240 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 75.00 | 75.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| Project | DE05602641046 | Fed/State Project Number | IM 2641(171) | Category | 0014 BRIDGE | |||||||
| 1250 | MASONRY COATING | 02998 | SQYD | 180.00 | 180.000 | 207.000 | 207.000 | 35.00 | 7,245.00 | |||
| 1260 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 600.00 | 39,600.00 | |||
| 1270 | BLAST CLEANING | 08549 | SQYD | 180.00 | 180.000 | 207.000 | 0.000 | 207.000 | 8.00 | 1,656.00 | 1,656.00 | |
| SUBTOT | $1,256,610.38 |
$4,575,983.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0220-2-0I |
DOWEL BARS, EP 615 | EACH |
30,000.00 | 0001 | $2.366450 | $70,993.50 | ||||||
0220-1-0I |
LOAD TRANS ASS CONT | LF |
29,820.00 | 0001 | $6.663980 | $198,719.88 | ||||||
0320-1-0I |
GDRAIL GALV AW .109 | LF |
25.00 | 0007 | $17.620000 | $440.50 | ||||||
0340-1-0I |
GRDRAIL ACCESSORIES | EACH |
14.00 | 0007 | $1575.000000 | $22,050.00 | ||||||
0360-1-0I |
GUARDRAIL END TR 1 | EACH |
4.00 | 0007 | $1410.750000 | $5,643.00 | ||||||
0370-1-0I |
GUARDRAIL END TR 2A | EACH |
2.00 | 0007 | $315.260000 | $630.52 | ||||||
0400-1-0I |
GRDRAIL ACCESSORIES | EACH |
8.00 | 0007 | $126.640000 | $1,013.12 | ||||||
0410-1-0I |
GUARDRAIL END TR 4A | EACH |
7.00 | 0007 | $1123.380000 | $7,863.66 | ||||||
0710-1-0I |
GDRAIL GALV AW .109 | LF |
4,497.50 | 0007 | $10.550000 | $47,448.62 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
1,565.55 | 0001 | $2.366450 | $-3,704.80 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
1,556.15 | 0001 | $6.663980 | $-10,370.17 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
1,520.18 | 0002 | $2.366450 | $-3,597.44 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
1,511.05 | 0002 | $6.663980 | $-10,069.66 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
1,212.49 | 0003 | $2.366450 | $-2,869.32 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
1,205.22 | 0003 | $6.663980 | $-8,031.56 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
47.82 | 0004 | $2.366450 | $-113.16 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
47.53 | 0004 | $6.663980 | $-316.76 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
1,312.86 | 0005 | $2.366450 | $-3,106.82 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
1,304.98 | 0005 | $6.663980 | $-8,696.37 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
2,653.51 | 0006 | $2.366450 | $-6,279.42 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
2,637.58 | 0006 | $6.663980 | $-17,576.83 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
5,487.53 | 0007 | $2.366450 | $-12,985.97 | ||||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
5,454.58 | 0007 | $6.663980 | $-36,349.28 | ||||||
0220-2-0A |
DOWEL BARS, EP 615 | EACH |
9,515.51 | 0008 | $2.366450 | -22,517.98 | $-22,517.98 | |||||
0220-1-0A |
LOAD TRANS ASS CONT | LF |
9,458.38 | 0008 | $6.663980 | -63,030.51 | $-63,030.51 | |||||
| SUBTOT | $145,186.75 |
|||||||||||