|
Report_Id: 111023 Est NO 0011 |
Date:01/11/2012 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111023 | Estimate Number | 0011 | Estimate Type | PROGRESS | ||
| District Office | MADISIONVILLE (02320) Potter, Perry D. P.E. | ||||||
| Contractor | THE W L HARPER CO | ADDR SN 0 VC Code VC0000018486 | |||||
| PO BOX 420 | |||||||
| HEBRON , KY , 41048 | |||||||
| Pay Period | 11/19/2011 TO 12/16/2011 | ||||||
| Date Approved | 01/03/2012 | ||||||
| Primary Proj Number | DE05190051123 | ||||||
| Project No. | NH 9005(003) | ||||||
| Primary County | HENDERSON | ||||||
| Name of Road | AUDUBON PARKWAY (PW 9005) | ||||||
| Description | JPC OVERLAY ON AUDUBON PARKWAY FROM MP 8.525 TO THE GREEN RIVER BRIDGE AND BRIDGE DECK OVERLAY ON THE KY 416 BRIDGE | ||||||
| Date Let | 05/20/2011 | Formal Acceptance | |||||
| Date Awarded | 06/02/2011 | Date Work Began | 07/05/2011 | ||||
| Date Contract Executed | 06/21/2011 | Open To Traffic | |||||
| Date NTP Issued | 06/21/2011 | Actual Completion Date | |||||
| Current Contract Amount | $15,040,514.76 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,999,399.76 |
Total Earnings | $8,760,080.50 |
$8,710,995.90 |
$49,084.60 |
|
| Percent Complete | 59.66 |
Stockpiled Materials | $212,780.41 |
$212,780.41 |
$0.00 |
|
| Funds Available | $6,067,653.85 |
Gross Earnings | $8,972,860.91 |
$8,923,776.31 |
$49,084.60 |
|
| Total Change Orders | $41,115.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,972,860.91 |
$8,923,776.31 |
$49,084.60 |
|||
| Contract Id | 111023 | Change Order Summary |
County | HENDERSON | ||||||
| Estimate Nbr | 0011 | Project Number | NH 9005(003) | |||||||
| Contractor | THE W L HARPER CO | Period | 11/19/2011 TO 12/16/2011 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Level and Wedge on mainline shoulder | Approved | 09/28/2011 | $41,115.00 | 1.0 | |||||
| 002 | Liquidated Damages Override | Approved | 08/03/2011 | $0.00 | 0.0 | |||||
| 003 | Concrete premium costs and MOT change | Pending | 0 | $64,525.84 | 0.0 | |||||
| 004 | Non Spec Material Override | Approved | 08/09/2011 | $0.00 | 0.0 | |||||
| 005 | Undercut roadway | Pending | 0 | $23,572.35 | 2.0 | |||||
| 006 | Winter shutdown | Pending | 0 | $0.00 | 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 | 111023 | COMMONWEALTH OF KENTUCKY |
County | HENDERSON | ||||||
| Contract Type | JPGR JPC PAVEMENT WITH GRADE & DRAIN | TRANSPORTATION CABINET |
Primary Project Number | DE05190051123 | ||||||
| Estimate Nbr | 0011 | Period | 11/19/2011 TO 12/16/2011 | |||||||
| Contractor | THE W L HARPER CO | |||||||||
| Project | DE05190051123 | Fed/State Project Number | NH 9005(003) | 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 | 29,797.00 | 29,797.000 | 25,113.790 | 25,113.790 | 20.73 | 520,608.86 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 4,386.00 | 4,386.000 | 2,094.580 | 2,094.580 | 22.14 | 46,374.00 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 380.00 | 380.000 | 0.000 | 0.000 | 13.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 1,462.00 | 1,462.000 | 38.320 | 937.240 | 975.560 | 62.08 | 2,378.90 | 60,562.76 | |
| 0050 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 178.00 | 178.000 | 12.240 | 77.880 | 90.120 | 641.89 | 7,856.73 | 57,847.12 | |
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 17,916.00 | 17,916.000 | -25.230 | 8,644.890 | 8,619.660 | 68.40 | -1,725.73 | 589,584.74 | |
| 0070 | CULVERT PIPE-15 IN | 00461 | LF | 50.00 | 50.000 | 8.000 | 8.000 | 43.19 | 345.52 | |||
| 0080 | CULVERT PIPE-18 IN | 00462 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 50.29 | 0.00 | |||
| 0090 | CULVERT PIPE-24 IN | 00464 | LF | 20.00 | 20.000 | 16.000 | 16.000 | 61.54 | 984.64 | |||
| 0100 | CULVERT PIPE-30 IN | 00466 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 0110 | PERFORATED PIPE-4 IN | 01000 | LF | 6,800.00 | 6,800.000 | 852.000 | 852.000 | 6.48 | 5,520.96 | |||
| 0120 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 3,800.00 | 3,800.000 | 38.000 | 38.000 | 12.44 | 472.72 | |||
| 0130 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 439.23 | 0.00 | |||
| 0140 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 439.23 | 0.00 | |||
| 0150 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 476.95 | 0.00 | |||
| 0160 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 476.95 | 0.00 | |||
| 0170 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 1,901.33 | 1,901.33 | |||
| 0180 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,330.68 | 1,330.68 | |||
| 0190 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,558.86 | 7,676.58 | |||
| 0200 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,486.05 | 3,486.05 | |||
| 0210 | FLUME INLET TYPE 1 | 01690 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 3,789.39 | 18,946.95 | |||
| 0220 | FLUME INLET TYPE 2 | 01691 | EACH | 47.00 | 47.000 | 22.000 | 22.000 | 3,744.10 | 82,370.20 | |||
| 0230 | REMOVE CURB AND GUTTER | 01812 | LF | 5,108.00 | 5,108.000 | 5,108.000 | 5,108.000 | 2.38 | 12,157.04 | |||
| 0240 | ASPHALT WEDGE CURB | 01897 | LF | 32,368.00 | 32,368.000 | 15,902.000 | 15,902.000 | 3.74 | 59,473.48 | |||
| 0250 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 600.00 | 600.000 | 213.000 | 213.000 | 3.95 | 841.35 | |||
| 0260 | DELINEATOR FOR GUARDRAIL-YELLOW | 01983 | EACH | 600.00 | 600.000 | 26.000 | 26.000 | 3.95 | 102.70 | |||
| 0270 | ADJUST MEDIAN BOX | 02010 | EACH | 38.00 | 38.000 | 43.000 | 43.000 | 2,527.23 | 108,670.89 | |||
| 0280 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 50.00 | 300.00 | |||
| 0290 | JPC PAVEMENT-10 IN | 02069 | SQYD | 16,463.00 | 16,463.000 | 22,551.180 | 22,551.180 | 36.67 | 826,951.77 | |||
| 0300 | JPC PAVEMENT-7 IN | 02076 | SQYD | 242,393.00 | 242,393.000 | 126,687.540 | 126,687.540 | 20.61 | 2,611,030.19 | |||
| 0310 | REMOVE PAVEMENT | 02091 | SQYD | 16,380.00 | 16,380.000 | 11,628.210 | 11,628.210 | 8.52 | 99,072.34 | |||
| 0320 | REMOVE PAVED DITCH | 02165 | SQYD | 30,000.00 | 30,000.000 | 11,103.320 | 11,103.320 | 2.25 | 24,982.47 | |||
| 0330 | FLOWABLE FILL | 02220 | CUYD | 3.00 | 3.000 | 0.000 | 0.000 | 129.20 | 0.00 | |||
| 0340 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,440.00 | 1,440.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0350 | DITCHING | 02237 | LF | 80,997.00 | 80,997.000 | 514.000 | 514.000 | 1.00 | 514.00 | |||
| 0360 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 488.00 | 488.000 | 0.000 | 0.000 | 26.31 | 0.00 | |||
| 0370 | GUARDRAIL CONNECTOR TO CONC MED BARR | 02359 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,630.71 | 0.00 | |||
| 0380 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,315.02 | 6,945.06 | |||
| 0390 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,999.34 | 9,996.70 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 33.00 | 33.000 | 18.000 | 18.000 | 668.20 | 12,027.60 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,025.98 | 0.00 | |||
| 0420 | REMOVE GUARDRAIL | 02381 | LF | 37,775.00 | 37,775.000 | 19,910.000 | 19,910.000 | 1.95 | 38,824.50 | |||
| 0430 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 394.61 | 789.22 | |||
| 0440 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,315.02 | 9,260.08 | |||
| 0450 | CHANNEL LINING CLASS II | 02483 | TON | 6,000.00 | 6,000.000 | 51.720 | 4,972.520 | 5,024.240 | 30.72 | 1,588.83 | 154,344.65 | |
| 0460 | CHANNEL LINING CLASS III | 02484 | TON | 6,000.00 | 6,000.000 | 910.670 | 910.670 | 31.96 | 29,105.01 | |||
| 0470 | SIGNS | 02562 | SQFT | 1,350.00 | 1,350.000 | 1,320.000 | 1,320.000 | 6.36 | 8,395.20 | |||
| 0480 | HOOK BOLT WITH EXPAN ANCHOR | 02587 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 9.77 | 0.00 | |||
| 0490 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 10,133.00 | 10,133.000 | 4,459.220 | 4,459.220 | 1.62 | 7,223.93 | |||
| 0500 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.400 | 0.400 | 101,203.62 | 40,481.44 | |||
| 0510 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,286.55 | 13,146.20 | |||
| 0520 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,578.43 | 1,578.43 | |||
| 0530 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,180.00 | 1,180.000 | 1,180.050 | 1,180.050 | 15.09 | 17,806.95 | |||
| 0540 | SAFELOADING | 02690 | CUYD | 12.00 | 12.000 | 24.000 | 24.000 | 129.20 | 3,100.80 | |||
| 0550 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 112,018.37 | 56,009.18 | |||
| 0560 | ARROW PANEL | 02775 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,230.16 | 4,460.32 | |||
| 0570 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,577.11 | 0.00 | |||
| 0580 | TUBULAR MARKERS | 03225 | EACH | 500.00 | 500.000 | 553.000 | 553.000 | 34.51 | 19,084.03 | |||
| 0590 | TEMP SIGNAL 2 PHASE | 04933 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,390.66 | 8,781.32 | |||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 57,322.00 | 57,322.000 | 57,175.400 | 57,175.400 | 1.04 | 59,462.41 | |||
| 0610 | SEEDING AND PROTECTION | 05985 | SQYD | 79,000.00 | 79,000.000 | 1,111.110 | 1,111.110 | 0.32 | 355.55 | |||
| 0620 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 168,750.00 | 168,750.000 | 56,895.000 | 56,895.000 | 0.21 | 11,947.95 | |||
| 0630 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,220.00 | 1,220.000 | 235.000 | 235.000 | 2.51 | 589.85 | |||
| 0640 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,100.00 | 3,100.000 | 96.000 | 96.000 | 1.50 | 144.00 | |||
| 0650 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,100.00 | 4,100.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0660 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 6,000.00 | 6,000.000 | 0.000 | 0.000 | 9.73 | 0.00 | |||
| 0670 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 120.00 | 120.000 | 0.000 | 0.000 | 22.62 | 0.00 | |||
| 0680 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 22.62 | 0.00 | |||
| 0690 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 80.00 | 80.000 | 0.000 | 0.000 | 22.62 | 0.00 | |||
| 0700 | CRASH CUSHION TY VI CLASS C | 08904 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 22,413.65 | 22,413.65 | |||
| 0710 | SLIP RAMP EASTBOUND EXIT 641+00 TO 651+00 | 20409ED | LS | 1.00 | 1.000 | 0.750 | 0.750 | 35,344.73 | 26,508.54 | |||
| 0720 | RELOCATE TUBULAR MARKER | 20467NS112 | EACH | 500.00 | 500.000 | 0.000 | 0.000 | 26.53 | 0.00 | |||
| 0730 | TEMP MEDIAN CROSSOVER | 20545ND | EACH | 2.00 | 2.000 | 1.500 | 1.500 | 80,396.56 | 120,594.84 | |||
| 0740 | REMOVE AND RESET PERF PIPE HEADWALL | 20758ED | EACH | 40.00 | 40.000 | 0.000 | 0.000 | 205.78 | 0.00 | |||
| 0750 | FILL AND GRADE MEDIAN | 21451ED | LF | 36,850.00 | 36,850.000 | 36,850.000 | 36,850.000 | 4.74 | 174,669.00 | |||
| 0760 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 37,353.00 | 37,353.000 | 19,515.500 | 19,515.500 | 17.08 | 333,324.74 | |||
| 0770 | PAVE STRIPE PERM-6 IN HD21-WHITE | 22854EN | LF | 105,100.00 | 105,100.000 | 43,931.000 | 43,931.000 | 0.34 | 14,936.54 | |||
| 0780 | PAVE STRIPE PERM-6 IN HD21-YELLOW | 22855EN | LF | 87,310.00 | 87,310.000 | 5,308.000 | 5,308.000 | 0.34 | 1,804.72 | |||
| 0790 | PAVE STRIPE PERM-12 IN HD21-WHITE | 22856EN | LF | 1,920.00 | 1,920.000 | 371.000 | 371.000 | 0.67 | 248.57 | |||
| 0800 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | LS | 1.00 | 1.000 | 0.500 | 0.500 | 1,200.00 | 600.00 | |||
| 0810 | WATERBLAST STRIPE REMOVAL | 23237EN10W | LF | 76,000.00 | 76,000.000 | 0.000 | 0.000 | 0.65 | 0.00 | |||
| 0820 | REMOVE EXISTING WEDGE CURB | 23954EC | LF | 12,326.00 | 12,326.000 | 11,092.000 | 11,092.000 | 0.70 | 7,764.40 | |||
| 0830 | ROLLER COMPACTED CONCRETE-8 IN | 23973EC | SQYD | 83,330.00 | 83,330.000 | 41,115.770 | 41,115.770 | 22.60 | 929,216.40 | |||
| 0840 | REMOVE AND RESET END TREATMENT | 24096EC | EACH | 26.00 | 26.000 | 14.000 | 14.000 | 315.69 | 4,419.66 | |||
| 0850 | ROLLER COMPACTED CONCRETE-6 IN | 24099EC | SQYD | 3,748.00 | 3,748.000 | 0.000 | 0.000 | 23.89 | 0.00 | |||
| 0860 | ROLLER COMPACTED CONCRETE-10 IN | 24100EC | SQYD | 3,540.00 | 3,540.000 | 0.000 | 0.000 | 27.90 | 0.00 | |||
| 1210 | SLIP RAMP EASTBOUND ENTRANCE 647+00 TO 657+00 | 20409ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,344.73 | 0.00 | |||
| 1220 | SLIP RAMP WESTBOUND EXIT 647+00 TO 657+00 | 20409ED | LS | 1.00 | 1.000 | 0.750 | 0.750 | 35,344.73 | 26,508.54 | |||
| 1230 | SLIP RAMP WESTBOUND ENTRANCE 641+00 TO 651+00 | 20409ED | LS | 1.00 | 1.000 | 0.000 | 0.000 | 35,344.73 | 0.00 | |||
| 8000 | LIQUIDATED DAMAGES | 10111NS | DOLL | 0.00 | 0.001 | -195,000.000 | -195,000.000 | 1.00 | -195,000.00 | |||
| 8002 | LEVELING & WEDGING PG64-22 | 00190 | TON | 0.00 | 500.000 | 46.950 | 161.990 | 208.940 | 82.23 | 3,860.69 | 17,181.13 | |
| 8003 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8004 | BARRIER WALL CREDIT RETROFIT | 23696EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | -68.25 | -0.00 | |||
| 8007 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 0.000 | 0.000 | 0.000 | 17.64 | 0.00 | |||
| 8008 | ROADWAY EXCAVATION-SPECIAL | 22978EN | CUYD | 0.00 | 0.000 | 0.000 | 0.000 | 14.28 | 0.00 | |||
| 8013 | ACCOUNTING ADJUSTMENT IMI PREMIUM BATCH PLANT COSTS | 10206NC | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8014 | ACCOUNTING ADJUSTMENT UPGRADE TO 72 HR MIX CEMENT & ADMIX | 10206NC | DOLL | 0.00 | 0.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE05190051123 | Fed/State Project Number | NH 9005(003) | Category | 0002 BRIDGE | |||||||
| 0870 | CURB BOX INLET TYPE B-T | 01484 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,174.88 | 1,174.88 | |||
| 0880 | ISLAND CURB AND GUTTER | 01825 | LF | 150.00 | 150.000 | 100.000 | 100.000 | 16.37 | 1,637.00 | |||
| 0890 | EXPAN JOINT REPLACE 2 IN | 03295 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 683.98 | 75,921.78 | |||
| 0900 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 105.23 | 11,680.53 | |||
| 0910 | CONCRETE-CLASS A | 08100 | CUYD | 16.00 | 16.000 | 16.000 | 16.000 | 1,315.36 | 21,045.76 | |||
| 0920 | STEEL REINFORCEMENT | 08150 | LB | 1,708.00 | 1,708.000 | 1,708.000 | 1,708.000 | 1.58 | 2,698.64 | |||
| 0930 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 114,593.74 | 114,593.74 | |||
| 0940 | EPOXY SAND SLURRY | 08504 | SQYD | 128.00 | 128.000 | 128.000 | 128.000 | 21.05 | 2,694.40 | |||
| 0950 | CONC CLASS M FULL DEPTH PATCH | 08526 | CUYD | 23.00 | 23.000 | 0.000 | 0.000 | 1,578.43 | 0.00 | |||
| 0960 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 57.00 | 57.000 | 57.000 | 57.000 | 1,894.11 | 107,964.27 | |||
| 0970 | BLAST CLEANING | 08549 | SQYD | 1,474.00 | 1,474.000 | 1,474.000 | 1,474.000 | 21.05 | 31,027.70 | |||
| 0980 | MACHINE PREP OF SLAB | 08551 | SQYD | 1,346.00 | 1,346.000 | 1,346.000 | 1,346.000 | 47.35 | 63,733.10 | |||
| 0990 | BEARING REPLACEMENT | 21969NN | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 4,735.28 | 66,293.92 | |||
| 1000 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 53.00 | 53.000 | 53.000 | 53.000 | 105.23 | 5,577.19 | |||
| 1010 | JOINT SEAL REPLACEMENT | 23386EC | LF | 70.00 | 70.000 | 35.000 | 35.000 | 63.14 | 2,209.90 | |||
| 1020 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 414.00 | 414.000 | 414.220 | 414.220 | 26.31 | 10,898.12 | |||
| 1030 | PARTIAL DEPTH PATCHING | 24094EC | CUYD | 43.00 | 43.000 | 60.540 | 60.540 | 683.98 | 41,408.14 | |||
| 1040 | MODIFY BRIDGE BARRIER | 24117EC | LF | 88.00 | 88.000 | 88.000 | 88.000 | 315.69 | 27,780.72 | |||
| 1050 | MODIFY BEARING | 24118EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 4,209.14 | 29,463.98 | |||
| Project | DE05190051123 | Fed/State Project Number | NH 9005(003) | Category | 0003 LIGHTING | |||||||
| 1060 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 28,411.67 | 142,058.35 | |||
| 1070 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 7,365.99 | 7,365.99 | 7,365.99 | |
| 1080 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 26.00 | 26.000 | 26.000 | 0.000 | 26.000 | 1,052.28 | 27,359.28 | 27,359.28 | |
| 1090 | CONDUIT-3 IN | 04797 | LF | 1,370.00 | 1,370.000 | 960.000 | 960.000 | 33.67 | 32,323.20 | |||
| 1100 | MARKER | 04800 | EACH | 4.00 | 4.000 | 4.000 | 0.000 | 4.000 | 99.97 | 399.88 | 399.88 | |
| 1110 | TRENCHING AND BACKFILLING | 04820 | LF | 1,985.00 | 1,985.000 | 1,993.000 | 1,993.000 | 3.68 | 7,334.24 | |||
| 1120 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 1,395.00 | 1,395.000 | 1,356.000 | 1,356.000 | 3.16 | 4,284.96 | |||
| 1130 | CABLE-NO. 6/3C DUCTED | 04861 | LF | 1,720.00 | 1,720.000 | 1,665.000 | 1,665.000 | 3.68 | 6,127.20 | |||
| 1140 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,522.84 | 10,522.84 | |||
| 1150 | JUNCTION BOX TYPE A | 20391NS835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 736.60 | 2,209.80 | |||
| 1160 | JUNCTION BOX TYPE C | 20392NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,157.51 | 2,315.02 | |||
| 1170 | BORE AND JACK CONDUIT | 21543EN | LF | 660.00 | 660.000 | 680.000 | 680.000 | 31.57 | 21,467.60 | |||
| 1180 | POLE BASE-HIGH MAST | 23161EN | CUYD | 49.00 | 49.000 | 49.000 | 49.000 | 841.83 | 41,249.67 | |||
| Project | DE05190051123 | Fed/State Project Number | NH 9005(003) | Category | 0004 MOB AND DEMOB | |||||||
| 1190 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 696,098.03 | 696,098.03 | |||
| 1200 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 230,000.00 | 0.00 | |||
| SUBTOT | $49,084.59 |
$8,760,080.40 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0360-1-0I |
GDRAIL GALV AW .109 | LF |
487.50 | 0005 | $17.090000 | $8,331.38 | ||||||
0390-1-0I |
GUARDRAIL END TR 1 | EACH |
6.00 | 0005 | $1489.130000 | $8,934.78 | ||||||
0440-1-0I |
GUARDRAIL END TR 4A | EACH |
4.00 | 0005 | $1280.130000 | $5,120.52 | ||||||
0760-1-0I |
GDRAIL GALV AW .109 | LF |
36,862.50 | 0005 | $11.700000 | $431,291.25 | ||||||
0390-1-0A |
GUARDRAIL END TR 1 | EACH |
3.00 | 0005 | $1489.130000 | $-4,467.39 | ||||||
0440-1-0A |
GUARDRAIL END TR 4A | EACH |
4.00 | 0005 | $1280.130000 | $-5,120.52 | ||||||
0760-1-0A |
GDRAIL GALV AW .109 | LF |
5,440.50 | 0005 | $11.700000 | $-63,653.85 | ||||||
0390-1-0A |
GUARDRAIL END TR 1 | EACH |
2.00 | 0010 | $1489.130000 | $-2,978.26 | ||||||
0760-1-0A |
GDRAIL GALV AW .109 | LF |
14,075.00 | 0010 | $11.700000 | $-164,677.50 | ||||||
| SUBTOT | $212,780.41 |
|||||||||||