|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/15/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061248 | Estimate Number | 0066 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11300) Barrett, Lee, P.E. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 01/25/2014 TO 03/14/2014 | ||||||
| Date Approved | 04/15/2014 | ||||||
| Primary Proj Number | DE06300300648 | ||||||
| Project No. | FD04 063 0030 | ||||||
| Primary County | LAUREL | ||||||
| Name of Road | LONDON-TYNER ROAD (KY 30) | ||||||
| Description | RELOCATE KY 30 FROM NEAR FREEMAN BRANCH ROAD EAST TO 0.1 MILE EAST OF THE ROCKCASTLE RIVER | ||||||
| Date Let | 08/25/2006 | Formal Acceptance | 06/01/2010 | ||||
| Date Awarded | 09/12/2006 | Date Work Began | 03/07/2007 | ||||
| Date Contract Executed | 09/25/2006 | Open To Traffic | 10/22/2009 | ||||
| Date NTP Issued | 09/25/2006 | Actual Completion Date | 10/22/2009 | ||||
| Current Contract Amount | $14,396,364.29 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $13,368,100.01 |
Total Earnings | $14,416,656.33 |
$14,367,897.26 |
$48,759.07 |
|
| Percent Complete | 99.75 |
Stockpiled Materials | $0.02 |
$0.02 |
$0.00 |
|
| Funds Available | $36,022.68 |
Gross Earnings | $14,416,656.35 |
$14,367,897.28 |
$48,759.07 |
|
| Total Change Orders | $1,028,264.28 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $14,360,341.61 |
$14,311,582.54 |
$48,759.07 |
|||
| Contract Id | 061248 | Change Order Summary |
County | LAUREL | ||||||
| Estimate Nbr | 0066 | Project Number | FD04 063 0030 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 01/25/2014 TO 03/14/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Culvert & Traffic Control Modifications | Approved | 07/16/2007 | $314,427.50 | 0.0 | |||||
| 002 | QC/QA Specifications for Aggregate Acceptance Note Removal | Approved | 08/28/2007 | $0.00 | 0.0 | |||||
| 003 | Diversion & Erosion Control Items | Approved | 05/07/2008 | $-10.00 | 0.0 | |||||
| 004 | Addtional Diversion & Traffic Control Phasing Pavment Change | Approved | 10/15/2008 | $223,018.84 | 5.0 | |||||
| 005 | Additional Roadway Excavation & Granular Embankment | Approved | 12/29/2008 | $527,927.94 | 10.0 | |||||
| 006 | Liquidated Damages Override | Approved | 10/30/2008 | $0.00 | 0.0 | |||||
| 007 | Non Spec Materal Override | Approved | 05/21/2009 | $0.00 | 0.0 | |||||
| 009 | Rideability Override | Approved | 12/14/2009 | $0.00 | 0.0 | |||||
| 010 | Administrative Settlement for Utility Conflicts | Approved | 06/25/2012 | $-37,100.00 | 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 |
||
| DE06300300648 | 1150 | CONCRETE-CLASS A | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-22,419.62 |
||
| DE06300300648 | 1190 | CONCRETE-CLASS A | NON-SPEC MATERIAL DEDUCTION | 0025 | 0.00 |
$0.00 |
$-33,895.12 |
||
| Contract Id | 061248 | COMMONWEALTH OF KENTUCKY |
County | LAUREL | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE06300300648 | |||||||
| Estimate Nbr | 0066 | Period | 01/25/2014 TO 03/14/2014 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | 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 | 93,406.00 | 90,062.000 | 85,986.180 | 85,986.180 | 15.75 | 1,354,282.33 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 1,314.00 | 1,314.000 | 2,590.660 | 2,590.660 | 16.25 | 42,098.22 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 23.00 | 23.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 383.00 | 383.000 | 415.340 | 415.340 | 75.00 | 31,150.50 | |||
| 0050 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 16,670.00 | 16,670.000 | 16,822.760 | 16,822.760 | 58.00 | 975,720.08 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 39,276.00 | 43,172.000 | 46,088.280 | 46,088.280 | 61.00 | 2,811,385.08 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 47.00 | 47.000 | 49.840 | 49.840 | 475.00 | 23,674.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 9,660.00 | 10,495.000 | 11,113.650 | 11,113.650 | 66.00 | 733,500.90 | |||
| 0090 | ENTRANCE PIPE-15 INCH | 00440 | LF | 751.00 | 751.000 | 1,157.000 | 1,157.000 | 25.50 | 29,503.50 | |||
| 0100 | ENTRANCE PIPE-18 INCH | 00441 | LF | 177.00 | 177.000 | 237.000 | 237.000 | 28.00 | 6,636.00 | |||
| 0110 | ENTRANCE PIPE-24 INCH | 00443 | LF | 366.00 | 366.000 | 366.000 | 366.000 | 32.00 | 11,712.00 | |||
| 0120 | CULVERT PIPE-18 INCH | 00462 | LF | 269.00 | 269.000 | 365.000 | 365.000 | 44.50 | 16,242.50 | |||
| 0130 | CULVERT PIPE-24 INCH | 00464 | LF | 388.00 | 388.000 | 388.000 | 388.000 | 54.50 | 21,146.00 | |||
| 0140 | CULVERT PIPE-36 INCH | 00468 | LF | 66.00 | 66.000 | 66.000 | 66.000 | 88.00 | 5,808.00 | |||
| 0150 | CULVERT PIPE-42 INCH | 00469 | LF | 491.00 | 491.000 | 491.000 | 491.000 | 113.00 | 55,483.00 | |||
| 0160 | CULVERT PIPE-48 INCH | 00470 | LF | 86.00 | 86.000 | 86.000 | 86.000 | 127.00 | 10,922.00 | |||
| 0170 | CULVERT PIPE-72 INCH | 00474 | LF | 88.00 | 88.000 | 88.000 | 88.000 | 223.00 | 19,624.00 | |||
| 0180 | PERFORATED PIPE-4 INCH | 01000 | LF | 5,697.00 | 2,197.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0190 | PERFORATED PIPE-6 INCH | 01001 | LF | 315.00 | 315.000 | 403.000 | 403.000 | 10.00 | 4,030.00 | |||
| 0200 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 407.00 | 407.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0210 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 60.00 | 60.000 | 210.000 | 210.000 | 15.00 | 3,150.00 | |||
| 0220 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0230 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 0240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 495.00 | 0.00 | |||
| 0250 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 1.00 | 1.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0260 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0270 | STEEL ENCASEMENT PIPE-6 INCH | 01063 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0280 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 1,900.00 | 15,200.00 | |||
| 0290 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 2,900.00 | 31,900.00 | |||
| 0300 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,800.00 | 13,600.00 | |||
| 0310 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0320 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 50.00 | 50.000 | 80.000 | 80.000 | 30.00 | 2,400.00 | |||
| 0330 | JPC PAVEMENT-6 INCH | 02075 | SQYD | 133.00 | 133.000 | 133.000 | 133.000 | 45.00 | 5,985.00 | |||
| 0340 | REMOVE PAVEMENT | 02091 | SQYD | 3,876.00 | 3,876.000 | 3,335.780 | 3,335.780 | 4.00 | 13,343.12 | |||
| 0350 | TEMPORARY DITCH | 02159 | LF | 20,890.00 | 20,890.000 | 12,913.000 | 12,913.000 | 2.00 | 25,826.00 | |||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 526,090.00 | 599,302.890 | 611,865.871 | 611,865.871 | 3.71 | 2,270,022.38 | |||
| 0370 | GRANULAR EMBANKMENT | 02223 | CUYD | 55,887.00 | 85,814.170 | 99,545.651 | 99,545.651 | 9.50 | 945,683.68 | |||
| 0380 | WATER | 02242 | MGAL | 943.00 | 943.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0390 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,637.50 | 3,637.500 | 3,637.500 | 3,637.500 | 17.93 | 65,220.37 | |||
| 0400 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 43.00 | 430.00 | |||
| 0410 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,346.00 | 9,384.00 | |||
| 0420 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,236.00 | 4,472.00 | |||
| 0430 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 211.00 | 211.000 | 207.000 | 207.000 | 75.00 | 15,525.00 | |||
| 0440 | CHANNEL LINING CLASS III | 02484 | TON | 2,159.00 | 2,159.000 | 3,784.100 | 3,784.100 | 24.00 | 90,818.40 | |||
| 0450 | CLEARING AND GRUBBING 90 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 108,000.00 | 108,000.00 | |||
| 0460 | EDGE KEY | 02585 | LF | 177.62 | 177.620 | 176.000 | 176.000 | 50.00 | 8,800.00 | |||
| 0470 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 26,509.00 | 26,509.000 | 100,155.940 | 100,155.940 | 1.35 | 135,210.51 | |||
| 0480 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 11,759.00 | 11,759.000 | 1,052.000 | 1,052.000 | 2.05 | 2,156.60 | |||
| 0490 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 150,000.00 | 150,000.00 | |||
| 0500 | DIVERSIONS (BY-PASS DETOURS) STA. 100+00 TO STA. 183+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 116,000.00 | 116,000.00 | |||
| 0510 | DIVERSIONS (BY-PASS DETOURS) STA. 223+00 TO STA. 239+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0520 | DIVERSIONS (BY-PASS DETOURS) STA. 74+75 TO STA. 86+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 16,000.00 | 16,000.00 | |||
| 0530 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 12,500.00 | 25,000.00 | |||
| 0540 | SETTLEMENT PLATFORM | 02692 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0550 | TEMPORARY SILT FENCE | 02701 | LF | 24,377.00 | 24,377.000 | 2,303.000 | 2,303.000 | 3.00 | 6,909.00 | |||
| 0560 | SILT TRAP TYPE A | 02703 | EACH | 34.00 | 34.000 | 14.000 | 14.000 | 750.00 | 10,500.00 | |||
| 0570 | SILT TRAP TYPE B | 02704 | EACH | 161.00 | 161.000 | 133.000 | 133.000 | 300.00 | 39,900.00 | |||
| 0580 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 102.00 | 102.000 | 17.000 | 17.000 | 75.00 | 1,275.00 | |||
| 0590 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 483.00 | 483.000 | 109.000 | 109.000 | 25.00 | 2,725.00 | |||
| 0600 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 35,886.00 | 35,886.000 | 20.000 | 20.000 | 0.50 | 10.00 | |||
| 0610 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0620 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0630 | STEEL PIPE-2 1/2 INCH | 03340 | LF | 115.50 | 115.500 | 26.250 | 26.250 | 30.00 | 787.50 | |||
| 0640 | STEEL PIPE-4 INCH | 03343 | LF | 115.50 | 115.500 | 30.250 | 30.250 | 40.00 | 1,210.00 | |||
| 0650 | EROSION CONTROL BLANKET | 05950 | SQYD | 2,030.00 | 2,030.000 | 31,802.000 | 31,802.000 | 1.23 | 39,116.46 | |||
| 0660 | TEMPORARY MULCH | 05952 | SQYD | 435,600.00 | 435,600.000 | 92,872.223 | 92,872.223 | 0.14 | 13,002.11 | |||
| 0670 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 18,959.00 | 18,959.000 | 6,608.333 | 6,608.333 | 0.18 | 1,189.49 | |||
| 0680 | TOPDRESSING FERTILIZER | 05966 | TON | 22.00 | 22.000 | 11.100 | 11.100 | 400.00 | 4,440.00 | |||
| 0690 | SEEDING AND PROTECTION | 05985 | SQYD | 189,593.00 | 189,593.000 | 199,535.992 | 199,535.992 | 0.28 | 55,870.07 | |||
| 0700 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 59,780.00 | 59,780.000 | 76,303.887 | 76,303.887 | 0.18 | 13,734.69 | |||
| 0710 | SODDING | 05990 | SQYD | 5,779.00 | 5,779.000 | 0.000 | 0.000 | 4.10 | 0.00 | |||
| 0720 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 125,021.00 | 173,121.000 | 205,781.000 | 205,781.000 | 0.17 | 34,982.77 | |||
| 0730 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 87,375.00 | 87,375.000 | 68,000.000 | 68,000.000 | 0.17 | 11,560.00 | |||
| 0740 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 127.00 | 127.000 | 72.000 | 72.000 | 6.50 | 468.00 | |||
| 0750 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 9,613.00 | 9,613.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0760 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 75.00 | 225.00 | |||
| 0770 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0780 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 17.50 | 87.50 | |||
| 0790 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 1,250.00 | 1,250.000 | 624.000 | 624.000 | 17.50 | 10,920.00 | |||
| 0800 | CONCRETE-CLASS A | 08100 | CUYD | 61.17 | 61.170 | 61.170 | 61.170 | 725.00 | 44,348.25 | |||
| 0810 | STEEL REINFORCEMENT | 08150 | LB | 5,065.00 | 5,065.000 | 5,065.000 | 5,065.000 | 1.00 | 5,065.00 | |||
| 0820 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 131,000.00 | 131,000.000 | 36,746.831 | 36,746.831 | 1.00 | 36,746.83 | |||
| 0830 | FUEL ADJUSTMENT | 10020NS | DOLL | 125,143.00 | 125,143.000 | 41,095.060 | 41,095.060 | 1.00 | 41,095.06 | |||
| 0840 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 118,091.00 | 118,091.000 | 145,572.560 | 145,572.560 | 1.00 | 145,572.56 | |||
| 0850 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0860 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 1,598.00 | 1,598.000 | 2,961.680 | 2,961.680 | 3.00 | 8,885.04 | |||
| 0870 | CONTRACTOR QAS | 21539NN11A | LS | 1.00 | 1.000 | 1.000 | 1.000 | 37,500.00 | 37,500.00 | |||
| 8000 | SIGNS | 02562 | SQFT | 0.00 | 1,034.000 | 1,064.750 | 1,064.750 | 7.95 | 8,464.76 | |||
| 8001 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 2,950.00 | 23,600.00 | |||
| 8002 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 400.000 | 400.000 | 400.000 | 55.35 | 22,140.00 | |||
| 8003 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 0.00 | 6,000.000 | 4,560.000 | 4,560.000 | 5.35 | 24,396.00 | |||
| 8004 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 14,900.00 | 29,800.00 | |||
| 8005 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 30.000 | 30.000 | 30.000 | 2,975.00 | 89,250.00 | |||
| 8006 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 0.00 | 25.000 | 19.000 | 19.000 | 9.00 | 171.00 | |||
| 8007 | EW~ TEMPORARY PIPE INSTALLATION & REMOVAL | 10094NX | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 8010 | PAVEMENT MARKER TYPE IV-BY | 06582 | EACH | 0.00 | 1,050.000 | 592.000 | 592.000 | 8.00 | 4,736.00 | |||
| 8011 | CHANNEL LINING CLASS II | 02483 | TON | 0.00 | 450.000 | 1,597.230 | 1,597.230 | 24.00 | 38,333.52 | |||
| 8012 | SILT TRAP TYPE C | 20496NS843 | EACH | 0.00 | 15.000 | 1.000 | 1.000 | 375.00 | 375.00 | |||
| 8013 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 0.00 | 30.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 8014 | DIVERSIONS (BY-PASS DETOURS) Sta. Rt. 206+50 to 216+50 | 02651 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,191.04 | 14,191.04 | |||
| 8015 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -9,600.000 | -9,600.000 | 1.00 | -9,600.00 | |||
| 8016 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -7,580.000 | -7,580.000 | 1.00 | -7,580.00 | |||
| 8017 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 6,046.920 | 6,046.920 | 1.00 | 6,046.92 | |||
| 8018 | LIQUIDATED DAMAGES-FULL RATE Contract Overtime | 10010NS | DAY | 0.00 | 71.000 | 71.000 | 71.000 | -1,600.00 | -113,600.00 | |||
| 8019 | LIQUIDATED DAMAGES-HALF RATE Contract Overtime | 10012NS | DAY | 0.00 | 30.000 | 30.000 | 30.000 | -800.00 | -24,000.00 | |||
| 8020 | ADMINISTRATIVE SETTLEMENT Utility Conflicts | 10104NX | DOLL | 0.00 | 57,600.000 | 57,600.000 | 57,600.000 | 1.00 | 57,600.00 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0002 BRIDGE | |||||||
| 0880 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 158.00 | 158.000 | 158.000 | 158.000 | 40.00 | 6,320.00 | |||
| 0890 | MASONRY COATING | 02998 | SQYD | 1,052.00 | 1,052.000 | 1,052.000 | 1,052.000 | 7.50 | 7,890.00 | |||
| 0900 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 44.00 | 4,224.00 | |||
| 0910 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,607.00 | 1,607.000 | 1,717.063 | 1,717.063 | 27.50 | 47,219.23 | |||
| 0920 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 264.00 | 264.000 | 219.700 | 219.700 | 70.00 | 15,379.00 | |||
| 0930 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,560.00 | 2,560.000 | 2,361.682 | 2,361.682 | 25.00 | 59,042.05 | |||
| 0940 | TEST PILES | 08033 | LF | 73.00 | 73.000 | 76.590 | 76.590 | 54.50 | 4,174.15 | |||
| 0950 | PILES-STEEL HP12X53 | 08046 | LF | 876.00 | 876.000 | 921.880 | 921.880 | 43.00 | 39,640.84 | |||
| 0960 | PILE POINTS-12 INCH | 08094 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 105.00 | 2,730.00 | |||
| 0970 | CONCRETE-CLASS A | 08100 | CUYD | 1,010.80 | 1,010.800 | 1,010.800 | 1,010.800 | 346.00 | 349,736.80 | |||
| 0980 | CONCRETE-CLASS AA | 08104 | CUYD | 793.20 | 793.200 | 793.200 | 793.200 | 411.00 | 326,005.20 | |||
| 0990 | STEEL REINFORCEMENT | 08150 | LB | 110,316.00 | 110,316.000 | 110,316.000 | 110,316.000 | 0.88 | 97,078.08 | |||
| 1000 | STEEL REINF-EPOXY COATED | 08151 | LB | 208,713.00 | 208,713.000 | 208,713.000 | 208,713.000 | 0.96 | 200,364.48 | |||
| 1010 | APPROACH SLAB | 08500 | SQYD | 267.00 | 267.000 | 267.000 | 267.000 | 115.00 | 30,705.00 | |||
| 1020 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,746.00 | 2,746.000 | 2,746.000 | 2,746.000 | 215.00 | 590,390.00 | |||
| 1030 | RAIL SYSTEM TYPE III | 21532ED | LF | 926.00 | 926.000 | 926.000 | 926.000 | 60.00 | 55,560.00 | |||
| 8008 | SHEET PILING | 21686EN | SQFT | 0.00 | 2,680.000 | 0.000 | 0.000 | 14.25 | 0.00 | |||
| 8009 | FABRIC-GEOTEXTILE TYPE IV - PRECAST CULVERTS | 02599 | SQYD | 0.00 | 8,010.000 | 5,219.030 | 5,219.030 | 2.00 | 10,438.06 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0003 BRIDGE | |||||||
| 1040 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1050 | FOUNDATION PREPARATION 25622 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 1060 | CONCRETE-CLASS A | 08100 | CUYD | 126.20 | 126.200 | 126.200 | 126.200 | 346.00 | 43,665.20 | |||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 13,059.00 | 13,059.000 | 13,059.000 | 13,059.000 | 0.88 | 11,491.92 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0004 BRIDGE | |||||||
| 1080 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1090 | FOUNDATION PREPARATION 25623 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1100 | CONCRETE-CLASS A | 08100 | CUYD | 103.40 | 103.400 | 103.400 | 103.400 | 346.00 | 35,776.40 | |||
| 1110 | STEEL REINFORCEMENT | 08150 | LB | 10,641.00 | 10,641.000 | 10,641.000 | 10,641.000 | 0.88 | 9,364.08 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0005 BRIDGE | |||||||
| 1120 | MASONRY COATING | 02998 | SQYD | 104.00 | 104.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 131.00 | 131.000 | 164.530 | 164.530 | 70.00 | 11,517.10 | |||
| 1140 | FOUNDATION PREPARATION 25624 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1150 | CONCRETE-CLASS A | 08100 | CUYD | 371.10 | 371.100 | 371.100 | 371.100 | 346.00 | 128,400.60 | |||
| 1160 | STEEL REINFORCEMENT | 08150 | LB | 33,656.00 | 33,656.000 | 33,656.000 | 33,656.000 | 0.88 | 29,617.28 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0006 BRIDGE | |||||||
| 1170 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1180 | FOUNDATION PREPARATION 25625 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 1190 | CONCRETE-CLASS A | 08100 | CUYD | 211.50 | 211.500 | 211.500 | 211.500 | 346.00 | 73,179.00 | |||
| 1200 | STEEL REINFORCEMENT | 08150 | LB | 27,407.00 | 27,407.000 | 27,407.000 | 27,407.000 | 0.88 | 24,118.16 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0007 BRIDGE | |||||||
| 1210 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 13.00 | 13.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1220 | FOUNDATION PREPARATION 25618 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1230 | CONCRETE-CLASS A | 08100 | CUYD | 147.50 | 147.500 | 147.500 | 147.500 | 346.00 | 51,035.00 | |||
| 1240 | STEEL REINFORCEMENT | 08150 | LB | 13,852.00 | 13,852.000 | 13,852.000 | 13,852.000 | 0.88 | 12,189.76 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0008 BRIDGE | |||||||
| 1250 | FOUNDATION PREPARATION 25619 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1260 | CONCRETE-CLASS A | 08100 | CUYD | 184.10 | 184.100 | 184.100 | 184.100 | 346.00 | 63,698.60 | |||
| 1270 | STEEL REINFORCEMENT | 08150 | LB | 25,396.00 | 25,396.000 | 25,396.000 | 25,396.000 | 0.88 | 22,348.48 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0009 BRIDGE | |||||||
| 1280 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 16.00 | 16.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1290 | FOUNDATION PREPARATION 25620 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1300 | CONCRETE-CLASS A | 08100 | CUYD | 96.20 | 96.200 | 96.200 | 96.200 | 346.00 | 33,285.20 | |||
| 1310 | STEEL REINFORCEMENT | 08150 | LB | 9,896.00 | 9,896.000 | 9,896.000 | 9,896.000 | 0.88 | 8,708.48 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0010 BRIDGE | |||||||
| 1320 | FOUNDATION PREPARATION 25621 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 97.00 | 97.000 | 97.000 | 97.000 | 346.00 | 33,562.00 | |||
| 1340 | STEEL REINFORCEMENT | 08150 | LB | 9,967.00 | 9,967.000 | 9,967.000 | 9,967.000 | 0.88 | 8,770.96 | |||
| Project | DE06300300648 | Fed/State Project Number | FD04 063 0030 | Category | 0011 MOBILIZATION & DEMOBILIZATION | |||||||
| 1350 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 625,000.00 | 625,000.00 | |||
| 1360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 195,036.27 | 48,759.06 | 195,036.27 | |
| SUBTOT | $48,759.06 |
$14,416,656.18 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1020-1-0I |
I BEAM, TYPE 4 | LF |
2,746.00 | 0002 | $215.00000 | $350,014.01 | ||||||
0990-3-0I |
STEEL REINPL 615GR60 | LB |
8,216.00 | 0010 | $0.383500 | $2,993.30 | ||||||
0990-2-0I |
STEEL REINPL 615GR60 | LB |
33,752.00 | 0010 | $0.383500 | $12,296.70 | ||||||
0990-1-0I |
STEEL REINPL 615GR60 | LB |
44,791.00 | 0010 | $0.383500 | $16,318.48 | ||||||
0990-3-0A |
STEEL REINPL 615GR60 | LB |
8,216.00 | 0018 | $0.383500 | $-2,993.30 | ||||||
0990-2-0A |
STEEL REINPL 615GR60 | LB |
10,247.15 | 0018 | $0.383500 | $-3,733.29 | ||||||
0990-1-0A |
STEEL REINPL 615GR60 | LB |
10,247.15 | 0018 | $0.383500 | $-3,733.29 | ||||||
0990-2-0A |
STEEL REINPL 615GR60 | LB |
10,247.15 | 0019 | $0.383500 | $-3,733.29 | ||||||
0990-1-0A |
STEEL REINPL 615GR60 | LB |
10,247.15 | 0019 | $0.383500 | $-3,733.29 | ||||||
0990-2-0A |
STEEL REINPL 615GR60 | LB |
10,094.66 | 0021 | $0.383500 | $-3,677.74 | ||||||
0990-1-0A |
STEEL REINPL 615GR60 | LB |
10,094.66 | 0021 | $0.383500 | $-3,677.74 | ||||||
0990-2-0A |
STEEL REINPL 615GR60 | LB |
3,163.04 | 0022 | $0.383500 | $-1,152.37 | ||||||
0990-1-0A |
STEEL REINPL 615GR60 | LB |
8,084.00 | 0022 | $0.383500 | $-2,945.20 | ||||||
0990-1-0A |
STEEL REINPL 615GR60 | LB |
6,118.04 | 0023 | $0.383500 | $-2,228.95 | ||||||
1020-1-0A |
I BEAM, TYPE 4 | LF |
2,746.00 | 0036 | $215.000000 | $-350,014.01 | ||||||
| SUBTOT | $0.02 |
|||||||||||