|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:10/23/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091037 | Estimate Number | 0034 | Estimate Type FINAL | |||
| District Office | MANCHESTER (11320) Fuson, David D. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 02/25/2012 TO 07/22/2013 | ||||||
| Date Approved | 10/01/2013 | ||||||
| Primary Proj Number | DE11800750937 | ||||||
| Project No. | NH 75-1 (074) | ||||||
| Primary County | WHITLEY | ||||||
| Name of Road | TENNESSEE STATE LINE-LEXINGTON ROAD (I-75) | ||||||
| Description | PAVEMENT REHABILITATION ON NB AND SB I-75 FROM 0.242 MILE SOUTH OF KY 296 UNDERPASS NORTHERLY TO 1.03 MILE N OF KY 511 | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 10/07/2010 | ||||
| Date Awarded | 08/03/2009 | Date Work Began | 08/06/2009 | ||||
| Date Contract Executed | 08/06/2009 | Open To Traffic | 08/26/2010 | ||||
| Date NTP Issued | 08/13/2009 | Actual Completion Date | 08/26/2010 | ||||
| Current Contract Amount | $22,388,145.65 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $22,188,033.45 |
Total Earnings | $21,721,412.67 |
$21,521,073.75 |
$200,338.92 |
|
| Percent Complete | 97.02 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $666,732.98 |
Gross Earnings | $21,721,412.67 |
$21,521,073.75 |
$200,338.92 |
|
| Total Change Orders | $200,112.20 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $21,721,412.67 |
$21,521,073.75 |
$200,338.92 |
|||
| Contract Id | 091037 | Change Order Summary |
County | WHITLEY | ||||||
| Estimate Nbr | 0034 | Project Number | NH 75-1 (074) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 02/25/2012 TO 07/22/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Rem Overlay & Mobilization | Approved | 01/28/2010 | $92,912.25 | 0.0 | |||||
| 002 | Bifurcated Median Improvements/Guardrail Elimination | Approved | 05/24/2010 | $107,211.50 | 4.0 | |||||
| 003 | Project Time Extension and GRail Connector to Piers | Approved | 08/27/2010 | $-11.55 | 36.0 | |||||
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 | 091037 | COMMONWEALTH OF KENTUCKY |
County | WHITLEY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE11800750937 | |||||||
| Estimate Nbr | 0034 | Period | 02/25/2012 TO 07/22/2013 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0001 TRAFFIC LOOPS | |||||||
| 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 | CONDUIT-2 IN | 04795 | LF | 100.00 | 100.000 | 243.000 | 243.000 | 9.92 | 2,410.56 | |||
| 0020 | TRENCHING AND BACKFILLING | 04820 | LF | 90.00 | 90.000 | 204.000 | 204.000 | 5.00 | 1,020.00 | |||
| 0030 | PIEZOELECTRIC SENSOR | 04829 | EACH | 8.00 | 8.000 | 16.000 | 16.000 | 1,271.00 | 20,336.00 | |||
| 0040 | CABLE-NO. 14/1 PAIR | 04850 | LF | 1,436.00 | 1,436.000 | 3,692.000 | 3,692.000 | 1.50 | 5,538.00 | |||
| 0050 | LOOP SAW SLOT AND FILL | 04895 | LF | 496.00 | 496.000 | 744.000 | 744.000 | 11.50 | 8,556.00 | |||
| 0060 | WOOD POST | 20360ES818 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0070 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 718.00 | 5,744.00 | |||
| 0080 | JUNCTION BOX-10 X 8 X 4 | 20468EC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 252.00 | 1,008.00 | |||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0002 BRIDGE-B00045 | |||||||
| 0090 | INSTALL TEMP CONC MED BARR | 01992 | LF | 1,840.00 | 1,840.000 | 1,780.000 | 1,780.000 | 60.00 | 106,800.00 | |||
| 0100 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 1,840.00 | 1,840.000 | 1,780.000 | 1,780.000 | 5.00 | 8,900.00 | |||
| 0110 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 700.00 | 84,000.00 | |||
| 0120 | EXPAN JOINT REPLACE 4 IN | 03298 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 700.00 | 84,000.00 | |||
| 0130 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 175.00 | 21,000.00 | |||
| 0140 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 120.00 | 120.000 | 120.000 | 120.000 | 625.00 | 75,000.00 | |||
| 0150 | STEEL REINFORCEMENT | 08150 | LB | 1,843.00 | 1,843.000 | 1,843.000 | 1,843.000 | 2.30 | 4,238.90 | |||
| 0160 | EPOXY SAND SLURRY | 08504 | SQYD | 1,100.00 | 1,100.000 | 372.792 | 372.792 | 29.00 | 10,810.96 | |||
| 0170 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0180 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 221.00 | 221.000 | 270.604 | 270.604 | 1,995.00 | 539,854.98 | |||
| 0190 | BLAST CLEANING | 08549 | SQYD | 5,500.00 | 5,500.000 | 4,693.296 | 4,693.296 | 6.00 | 28,159.77 | |||
| 0200 | MACHINE PREP OF SLAB | 08551 | SQYD | 3,960.00 | 0.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0210 | BRIDGE HANDRAIL REPAIR | 20377EC | LF | 25.00 | 25.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0230 | INSPECTION WALKWAY EXTRA WORK-NB-RETROFIT 1 | 23494EC | LF | 72.00 | 72.000 | 133.000 | 133.000 | 622.00 | 82,726.00 | |||
| 0240 | INSPECTION WALKWAY EXTRA WORK-NB-RETROFIT 2 | 23494EC | LF | 60.00 | 60.000 | 25.000 | 25.000 | 133.50 | 3,337.50 | |||
| 0250 | INSPECTION WALKWAY EXTRA WORK-SB-RETROFIT 1 | 23494EC | LF | 52.00 | 52.000 | 67.000 | 67.000 | 622.00 | 41,674.00 | |||
| 0260 | INSPECTION WALKWAY EXTRA WORK-SB-RETROFIT 2 | 23494EC | LF | 80.00 | 80.000 | 20.000 | 20.000 | 133.50 | 2,670.00 | |||
| 0270 | INSPECTION WALKWAY EXTRA WORK-NB-RETROFIT 3 | 23495EC | EACH | 204.00 | 204.000 | 160.000 | 160.000 | 105.00 | 16,800.00 | |||
| 0280 | INSPECTION WALKWAY EXTRA WORK-NB-RETROFIT 3 | 23495EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 105.00 | 210.00 | |||
| 0290 | INSPECTION WALKWAY EXTRA WORK-SB-RETROFIT 3 | 23495EC | EACH | 204.00 | 204.000 | 55.000 | 55.000 | 105.00 | 5,775.00 | |||
| 0300 | INSPECTION WALKWAY EXTRA WORK-SB-RETROFIT 4 | 23495EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,000.00 | 12,000.00 | |||
| 0310 | INSPECTION WALKWAY EXTRA WORK-SB-RETROFIT 5 | 23495EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8001 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 0.00 | 4,005.000 | 4,400.000 | 4,400.000 | 22.25 | 97,900.00 | |||
| 8002 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 6,000.00 | 24,000.00 | |||
| 8003 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 1,750.00 | 5,250.00 | |||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0003 BRIDGE-B00046 | |||||||
| 0320 | INSTALL TEMP CONC MED BARR | 01992 | LF | 880.00 | 880.000 | 780.000 | 780.000 | 60.00 | 46,800.00 | |||
| 0330 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 880.00 | 880.000 | 860.000 | 860.000 | 5.00 | 4,300.00 | |||
| 0340 | EXPAN JOINT REPLACE 1 1/2 IN | 03294 | LF | 200.00 | 200.000 | 200.000 | 200.000 | 700.00 | 140,000.00 | |||
| 0350 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 160.00 | 160.000 | 160.000 | 160.000 | 175.00 | 28,000.00 | |||
| 0360 | STEEL REINFORCEMENT | 08150 | LB | 536.00 | 536.000 | 536.000 | 536.000 | 2.30 | 1,232.80 | |||
| 0370 | EPOXY SAND SLURRY | 08504 | SQYD | 213.00 | 213.000 | 108.335 | 108.335 | 29.00 | 3,141.71 | |||
| 0380 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0400 | BLAST CLEANING | 08549 | SQYD | 1,292.00 | 1,292.000 | 1,292.000 | 1,292.000 | 6.00 | 7,752.00 | |||
| 0410 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,292.00 | 1,292.000 | 1,292.000 | 1,292.000 | 20.00 | 25,840.00 | |||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0004 ROADWAY | |||||||
| 0420 | DGA BASE | 00001 | TON | 54,318.00 | 54,318.000 | 51,643.480 | 51,643.480 | 19.35 | 999,301.33 | |||
| 0430 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 211.00 | 211.000 | 213.730 | 213.730 | 65.00 | 13,892.45 | |||
| 0440 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,824.00 | 1,824.000 | 2,028.790 | 2,028.790 | 60.00 | 121,727.40 | |||
| 0450 | LEVELING & WEDGING PG64-22 | 00190 | TON | 750.00 | 750.000 | 1,169.020 | 1,169.020 | 61.00 | 71,310.22 | |||
| 0460 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 28,101.00 | 28,101.000 | 24,874.200 | 24,874.200 | 50.49 | 1,255,898.35 | |||
| 0470 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 89,541.00 | 89,118.000 | 77,689.300 | 77,689.300 | 53.19 | 4,132,293.86 | |||
| 0480 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,724.00 | 20,724.000 | 18,335.090 | 18,335.090 | 53.42 | 979,460.50 | |||
| 0490 | CL3 ASPH BASE 1.00D PG64-22 EDGE DRAIN PIPE TRENCH | 00214 | TON | 4,750.00 | 4,750.000 | 4,743.800 | 4,743.800 | 62.50 | 296,487.50 | |||
| 0500 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 59,327.00 | 59,327.000 | 61,873.830 | 61,873.830 | 60.17 | 3,722,948.35 | |||
| 0510 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 219.00 | 219.000 | 187.732 | 187.732 | 650.00 | 122,025.80 | |||
| 0520 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 7,521.00 | 7,521.000 | 5,971.090 | 5,971.090 | 63.63 | 379,940.45 | |||
| 0530 | CL4 ASPH SURF 0.38A PG76-22 | 00342 | TON | 23,307.00 | 23,307.000 | 22,198.190 | 22,198.190 | 78.55 | 1,743,667.82 | |||
| 0540 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 84.00 | 213.000 | 425.000 | 425.000 | 64.50 | 27,412.50 | |||
| 0550 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 0560 | CULVERT PIPE-30 IN EQUIV | 00494 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 0570 | PERFORATED PIPE-4 IN | 01000 | LF | 89,077.00 | 89,077.000 | 88,536.000 | 88,536.000 | 4.20 | 371,851.20 | |||
| 0580 | PERFORATED PIPE-6 IN | 01001 | LF | 90,622.00 | 90,622.000 | 84,297.000 | 84,297.000 | 4.80 | 404,625.60 | |||
| 0590 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 5,580.00 | 5,580.000 | 5,287.000 | 5,287.000 | 9.65 | 51,019.55 | |||
| 0600 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 4,385.00 | 4,385.000 | 4,435.000 | 4,435.000 | 10.00 | 44,350.00 | |||
| 0610 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 0620 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 89.00 | 89.000 | 81.000 | 81.000 | 400.00 | 32,400.00 | |||
| 0630 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 44.00 | 44.000 | 61.000 | 61.000 | 400.00 | 24,400.00 | |||
| 0640 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 44.00 | 44.000 | 7.000 | 7.000 | 400.00 | 2,800.00 | |||
| 0650 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 21.00 | 21.000 | 9.000 | 9.000 | 400.00 | 3,600.00 | |||
| 0660 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 13.00 | 13.000 | 35.000 | 35.000 | 400.00 | 14,000.00 | |||
| 0670 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 2,550.00 | 10,200.00 | |||
| 0680 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,800.00 | 0.00 | |||
| 0690 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,900.00 | 0.00 | |||
| 0700 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 5.000 | 8.000 | 8.000 | 4,950.00 | 39,600.00 | |||
| 0710 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 10.00 | 10.000 | 4.000 | 4.000 | 1,250.00 | 5,000.00 | |||
| 0720 | ADJUST INLET | 01719 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0730 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 50.00 | 50.000 | 43.000 | 43.000 | 175.00 | 7,525.00 | |||
| 0740 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 131.00 | 131.000 | 106.000 | 106.000 | 250.00 | 26,500.00 | |||
| 0750 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0760 | REMOVE CURB | 01904 | LF | 1,695.00 | 1,695.000 | 680.000 | 680.000 | 12.50 | 8,500.00 | |||
| 0770 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 320.00 | 320.000 | 365.000 | 365.000 | 8.00 | 2,920.00 | |||
| 0780 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 50.00 | 50.000 | 42.000 | 42.000 | 8.00 | 336.00 | |||
| 0790 | REMOVE PAVEMENT | 02091 | SQYD | 5,825.00 | 5,825.000 | 6,888.885 | 6,888.885 | 22.00 | 151,555.47 | |||
| 0800 | BREAKING AND SEATING PAVEMENT | 02107 | SQYD | 258,371.00 | 258,371.000 | 239,106.333 | 239,106.333 | 0.59 | 141,072.73 | |||
| 0810 | REMOVE PAVED DITCH | 02165 | SQYD | 588.00 | 588.000 | 474.666 | 474.666 | 15.50 | 7,357.32 | |||
| 0820 | EMBANKMENT IN PLACE | 02230 | CUYD | 28,208.00 | 28,208.000 | 33,915.700 | 33,915.700 | 20.00 | 678,314.00 | |||
| 0830 | DITCHING | 02237 | LF | 27,660.00 | 27,660.000 | 12,790.000 | 12,790.000 | 5.75 | 73,542.50 | |||
| 0840 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 45,075.00 | 44,075.000 | 38,853.500 | 38,853.500 | 13.28 | 515,974.48 | |||
| 0850 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 550.00 | 550.000 | 262.500 | 262.500 | 22.00 | 5,775.00 | |||
| 0860 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 0870 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 0880 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 41.00 | 39.000 | 38.000 | 38.000 | 2,200.00 | 83,600.00 | |||
| 0890 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 54.00 | 54.000 | 25.000 | 25.000 | 506.00 | 12,650.00 | |||
| 0900 | REMOVE GUARDRAIL | 02381 | LF | 50,323.00 | 50,323.000 | 50,262.500 | 50,262.500 | 2.00 | 100,525.00 | |||
| 0910 | CHANNEL LINING CLASS II | 02483 | TON | 150.00 | 150.000 | 461.780 | 461.780 | 29.00 | 13,391.62 | |||
| 0920 | CHANNEL LINING CLASS III | 02484 | TON | 525.00 | 525.000 | 867.860 | 867.860 | 29.50 | 25,601.87 | |||
| 0930 | CLEARING AND GRUBBING 3.5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0940 | SIGNS | 02562 | SQFT | 1,500.00 | 1,500.000 | 844.000 | 844.000 | 10.00 | 8,440.00 | |||
| 0950 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 6,700.00 | 6,700.000 | 8,602.413 | 8,602.413 | 1.85 | 15,914.46 | |||
| 0960 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 650,000.00 | 650,000.00 | |||
| 0970 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,750.00 | 31,000.00 | |||
| 0980 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 5,600.00 | 5,600.000 | 7,343.650 | 7,343.650 | 40.00 | 293,746.00 | |||
| 0990 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,500.00 | 11,000.00 | |||
| 1000 | EROSION CONTROL BLANKET | 05950 | SQYD | 144,822.00 | 144,822.000 | 171,466.279 | 171,466.279 | 1.00 | 171,466.27 | |||
| 1010 | TOPDRESSING FERTILIZER | 05966 | TON | 18.25 | 18.250 | 13.000 | 13.000 | 875.00 | 11,375.00 | |||
| 1020 | SEEDING AND PROTECTION | 05985 | SQYD | 254,791.00 | 254,791.000 | 8,666.667 | 8,666.667 | 0.33 | 2,860.00 | |||
| 1030 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 175.00 | 175.000 | 296.000 | 296.000 | 31.00 | 9,176.00 | |||
| 1040 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 50.00 | 50.000 | 27.000 | 27.000 | 31.00 | 837.00 | |||
| 1050 | TRENCHING | 06427 | LF | 2,400.00 | 2,400.000 | 1,798.000 | 1,798.000 | 12.00 | 21,576.00 | |||
| 1060 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 484,473.00 | 484,473.000 | 493,920.000 | 493,920.000 | 0.15 | 74,088.00 | |||
| 1070 | PAVE STRIPING-PERM PAINT-12 IN | 06517 | LF | 920.00 | 920.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1080 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 981.00 | 981.000 | 1,387.000 | 1,387.000 | 22.50 | 31,207.50 | |||
| 1090 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 20.00 | 20.000 | 18.000 | 18.000 | 22.50 | 405.00 | |||
| 1100 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 50.00 | 50.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1110 | CONCRETE-CLASS A | 08100 | CUYD | 36.00 | 36.000 | 15.993 | 15.993 | 750.00 | 11,994.75 | |||
| 1120 | FUEL ADJUSTMENT | 10020NS | DOLL | 220,000.00 | 220,000.000 | 212,935.470 | 212,935.470 | 1.00 | 212,935.47 | |||
| 1130 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 220,000.00 | 220,000.000 | 119,988.920 | 433,864.050 | 553,852.970 | 1.00 | 119,988.92 | 553,852.97 | |
| 1140 | GRANULAR EMBANKMENT | 20072ES805 | TON | 6,534.00 | 6,534.000 | 5,580.830 | 5,580.830 | 24.50 | 136,730.33 | |||
| 1150 | MILLED RUMBLE STRIPS | 20314ED | LF | 96,900.00 | 96,900.000 | 189,471.000 | 189,471.000 | 0.20 | 37,894.20 | |||
| 1160 | LAW ENFORCMENT OFFICER | 20411ED | HOUR | 384.00 | 384.000 | 104.000 | 104.000 | 50.00 | 5,200.00 | |||
| 1170 | THRIE BEAM TO W BEAM CONNECTOR | 20629NS719 | EACH | 11.00 | 11.000 | 6.000 | 6.000 | 175.00 | 1,050.00 | |||
| 1180 | GUARDRAIL THRIE BEAM | 21380ES719 | LF | 3,369.00 | 3,369.000 | 3,300.000 | 3,300.000 | 68.50 | 226,050.00 | |||
| 1190 | REMOVE PERF PIPE HEADWALL | 21597EN | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 200.00 | 3,000.00 | |||
| 1200 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 109,520.00 | 109,520.000 | 126,700.000 | 126,700.000 | 0.19 | 24,073.00 | |||
| 1210 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 96,900.00 | 96,900.000 | 98,040.000 | 98,040.000 | 0.19 | 18,627.60 | |||
| 1220 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,500.00 | 88,500.00 | |||
| 1230 | MEDIAN CROSSOVER REMOVAL EXTRA WORK | 23496EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 7,500.00 | 15,000.00 | |||
| 1240 | REMOVE CULVERT PIPE HEADWALL EXTRA WORK | 23497EC | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 8004 | LIQUIDATED DAMAGES-SPECIAL | 10015NS | DOLL | 0.00 | 1.000 | -10,000.000 | -10,000.000 | 1.00 | -10,000.00 | |||
| 8005 | ROADWAY EXCAVATION-SPECIAL Bifurcated Median Emb | 22978EN | CUYD | 0.00 | 9,800.000 | 9,800.000 | 9,800.000 | 7.84 | 76,832.00 | |||
| 8006 | DROP BOX INLET-SPECIAL DBI TY III Risers | 01583 | EACH | 0.00 | 2.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 8007 | REMOVE & RESET GUARDRAIL Remove & Reset GRail Bifurcated Median | 02383 | LF | 0.00 | 1,300.000 | 1,262.500 | 1,262.500 | 11.25 | 14,203.12 | |||
| 8008 | REM AND RESET G/R END TREAT TY 1 Remove & Reset ET Bifurcated Median | 21459ND | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 1,125.00 | 2,250.00 | |||
| 8009 | REM AND RESET G/R END TREAT TY 2A Remove & Reset TY 2A ET Bifurcated Median | 21460ND | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 457.00 | 0.00 | |||
| 8010 | EW~ Concrete Collar Elbow | 10094NX | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 1,100.00 | 6,600.00 | |||
| 8011 | REMOVE AND RELOCATE PANEL SIGNS | 21338ND | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,350.00 | 2,700.00 | |||
| 8012 | EW~ Crashwalls at Shoulder Pier Adjustments | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 11,243.91 | 22,487.82 | |||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0005 DEMOB AND MOB | |||||||
| 1250 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 1260 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 321,400.00 | 80,350.00 | 321,400.00 | |
| 8000 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 52,000.00 | 52,000.00 | |||
| Project | DE11800750937 | Fed/State Project Number | NH 75-1 (074) | Category | 0006 TRAINEES | |||||||
| 1270 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS A OR B OPERATOR TRAINEES | 02742 | HOUR | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $200,338.92 |
$21,721,412.63 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0570-1-0I |
PIPE, HDPE M252 | FT |
17,750.00 | 0008 | $0.260000 | $4,408.95 | ||||||
0580-2-0I |
GEOTEXTILE TYPE IV | FT |
25,920.00 | 0008 | $0.470000 | $11,573.28 | ||||||
0580-1-0I |
PIPE, HDPE M252 | FT |
18,200.00 | 0008 | $0.600000 | $10,374.00 | ||||||
0570-1-0A |
PIPE, HDPE M252 | FT |
52.00 | 0010 | $0.260000 | $-12.92 | ||||||
0570-1-0A |
PIPE, HDPE M252 | FT |
14,815.00 | 0013 | $0.260000 | $-3,679.92 | ||||||
0580-2-0A |
GEOTEXTILE TYPE IV | FT |
17,374.00 | 0013 | $0.470000 | $-7,757.49 | ||||||
0580-1-0A |
PIPE, HDPE M252 | FT |
17,374.00 | 0013 | $0.600000 | $-9,903.18 | ||||||
0570-1-0A |
PIPE, HDPE M252 | FT |
2,883.00 | 0014 | $0.260000 | $-716.11 | ||||||
0580-1-0A |
PIPE, HDPE M252 | FT |
826.00 | 0015 | $0.600000 | $-470.82 | ||||||
0580-2-0A |
GEOTEXTILE TYPE IV | FT |
8,546.00 | 0015 | $0.470000 | $-3,815.79 | ||||||
| SUBTOT | $0.00 |
|||||||||||