|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/10/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091014 | Estimate Number | 0037 | Estimate Type FINAL | |||
| District Office | PIKEVILLE (12340) Childers, Charles B. (Chuck), P.E. | ||||||
| Contractor | MOUNTAIN ENTERPRISES INC | ADDR SN 0 VC Code VC0000008864 | |||||
| PO 13130 | |||||||
| LEXINGTON , KY , 40583-3130 | |||||||
| Pay Period | 12/14/2012 TO 11/24/2014 | ||||||
| Date Approved | 12/10/2014 | ||||||
| Primary Proj Number | DE06700150914 | ||||||
| Project No. | ARRA 0151(067) | ||||||
| Primary County | LETCHER | ||||||
| Name of Road | HAZARD-WHITESBURG ROAD (KY 15) ARRA | ||||||
| Description | WIDEN KY 15 TO IMPROVE ACCESS, RELIEVE CONGESTION AND TO ENHANCE LEVEL OF SERVICE THROUGH THE INTERSECTION OF KY 15 | ||||||
| Date Let | 06/12/2009 | Formal Acceptance | 05/16/2011 | ||||
| Date Awarded | 07/01/2009 | Date Work Began | 08/06/2009 | ||||
| Date Contract Executed | 07/03/2009 | Open To Traffic | 08/31/2010 | ||||
| Date NTP Issued | 07/03/2009 | Actual Completion Date | 08/31/2010 | ||||
| Current Contract Amount | $3,046,383.10 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,742,550.63 |
Total Earnings | $3,057,719.52 |
$3,039,827.88 |
$17,891.64 |
|
| Percent Complete | 99.98 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $663.58 |
Gross Earnings | $3,057,719.52 |
$3,039,827.88 |
$17,891.64 |
|
| Total Change Orders | $303,832.47 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,045,719.52 |
$3,027,827.88 |
$17,891.64 |
|||
| Contract Id | 091014 | Change Order Summary |
County | LETCHER | ||||||
| Estimate Nbr | 0037 | Project Number | ARRA 0151(067) | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | Period | 12/14/2012 TO 11/24/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Overlay to match existing bridge and miscellaneous items. | Approved | 06/25/2010 | $160,886.51 | 8.0 | |||||
| 002 | Miscellaneous item omissions and delays. | Approved | 03/24/2011 | $-46.61 | 18.0 | |||||
| 003 | EXCAVATION AND PAVING | Approved | 12/11/2012 | $140,308.07 | 7.0 | |||||
| 004 | Crush Aggreate #57 overrun | Approved | 01/14/2014 | $2,684.50 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0030 |
$-12,000.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 091014 | COMMONWEALTH OF KENTUCKY |
County | LETCHER | ||||||
| Contract No | E3, E5 | TRANSPORTATION CABINET |
Primary Project Number | DE06700150914 | ||||||
| Estimate Nbr | 0037 | Period | 12/14/2012 TO 11/24/2014 | |||||||
| Contractor | MOUNTAIN ENTERPRISES INC | |||||||||
| Project | DE06700150914 | Fed/State Project Number | ARRA 0151(067) | 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 | 1,857.00 | 1,857.000 | 24.770 | 2,480.070 | 2,504.840 | 32.00 | 792.64 | 80,154.88 | |
| 0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 3,288.00 | 1,413.000 | 1,390.610 | 1,390.610 | 56.00 | 77,874.16 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 16.00 | 16.000 | 10.080 | 56.430 | 66.510 | 95.00 | 957.60 | 6,318.45 | |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 25.00 | 25.000 | 25.970 | 25.970 | 325.00 | 8,440.25 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,007.00 | 1,007.000 | 1,463.140 | 1,463.140 | 82.00 | 119,977.48 | |||
| 0060 | CL2 ASPH BASE 1.50D PG64-22 | 00203 | TON | 826.00 | 826.000 | 835.430 | 835.430 | 73.00 | 60,986.39 | |||
| 0070 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 2,246.00 | 2,780.340 | 2,780.340 | 2,780.340 | 73.00 | 202,964.82 | |||
| 0080 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 563.00 | 563.000 | 123.650 | 123.650 | 73.00 | 9,026.45 | |||
| 0090 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 2,650.00 | 3,074.600 | 3,074.600 | 3,074.600 | 73.00 | 224,445.80 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.00 | 3.000 | 1.960 | 1.960 | 950.00 | 1,862.00 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 201.00 | 201.000 | 0.000 | 0.000 | 94.00 | 0.00 | |||
| 0120 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 943.00 | 943.000 | 1,844.280 | 1,844.280 | 95.00 | 175,206.60 | |||
| 0130 | CULVERT PIPE-18 IN | 00462 | LF | 28.00 | 28.000 | 29.500 | 29.500 | 78.00 | 2,301.00 | |||
| 0140 | CULVERT PIPE-30 IN | 00466 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 100.00 | 800.00 | |||
| 0150 | STORM SEWER PIPE-15 IN | 00521 | LF | 17.00 | 17.000 | 17.000 | 17.000 | 76.00 | 1,292.00 | |||
| 0160 | STORM SEWER PIPE-18 IN | 00522 | LF | 701.00 | 775.000 | 763.000 | 763.000 | 62.50 | 47,687.50 | |||
| 0170 | STORM SEWER PIPE-24 IN | 00524 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 89.00 | 712.00 | |||
| 0180 | PERFORATED PIPE-4 IN | 01000 | LF | 5,030.00 | 5,030.000 | 4,005.000 | 4,005.000 | 7.85 | 31,439.25 | |||
| 0190 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 16.00 | 16.000 | 11.000 | 11.000 | 550.00 | 6,050.00 | |||
| 0200 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0210 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 0220 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0230 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,200.00 | 3,200.00 | |||
| 0240 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,950.00 | 3,950.00 | |||
| 0250 | DROP BOX INLET TYPE 11 | 01544 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 2,400.00 | 21,600.00 | |||
| 0260 | DROP BOX INLET TYPE 12A | 01550 | LF | 24.00 | 24.000 | 24.000 | 24.000 | 268.00 | 6,432.00 | |||
| 0270 | DROP BOX INLET TYPE 14 | 01577 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,150.00 | 4,300.00 | |||
| 0280 | CAP DROP BOX INLET | 01584 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 0290 | STANDARD CURB AND GUTTER | 01810 | LF | 737.00 | 737.000 | 644.000 | 644.000 | 29.50 | 18,998.00 | |||
| 0300 | BARRIER HEADER CURB 9 IN | 01880 | LF | 115.00 | 115.000 | 98.000 | 98.000 | 34.50 | 3,381.00 | |||
| 0310 | REMOVE CURB | 01904 | LF | 82.00 | 82.000 | 243.000 | 243.000 | 10.50 | 2,551.50 | |||
| 0320 | ROADWAY EXCAVATION | 02200 | CUYD | 3,760.00 | 5,770.760 | 5,770.760 | 5,770.760 | 22.50 | 129,842.10 | |||
| 0330 | WATER | 02242 | MGAL | 25.00 | 25.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 0340 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 950.00 | 1,025.000 | 1,365.625 | 1,365.625 | 17.00 | 23,215.62 | |||
| 0350 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 0360 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 0370 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0380 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0390 | CLEARING AND GRUBBING 6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 0400 | SIGNS | 02562 | SQFT | 467.00 | 467.000 | 525.000 | 525.000 | 25.00 | 13,125.00 | |||
| 0410 | EDGE KEY | 02585 | LF | 357.00 | 357.000 | 359.000 | 359.000 | 32.00 | 11,488.00 | |||
| 0420 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 985.00 | 985.000 | 3,245.910 | 3,245.910 | 2.48 | 8,049.85 | |||
| 0430 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,214.00 | 1,214.000 | 1,060.060 | 1,060.060 | 2.00 | 2,120.12 | |||
| 0440 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 75,000.00 | 3,750.00 | 75,000.00 | |
| 0450 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0460 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,797.00 | 1,797.000 | 1,797.410 | 1,797.410 | 25.25 | 45,384.60 | |||
| 0470 | TEMP SILT FENCE | 02701 | LF | 2,100.00 | 2,100.000 | 430.000 | 430.000 | 2.50 | 1,075.00 | |||
| 0480 | SILT TRAP TYPE A | 02703 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 300.00 | 300.00 | |||
| 0490 | SILT TRAP TYPE C | 02705 | EACH | 21.00 | 21.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 0500 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0510 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 63.00 | 63.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0520 | CLEAN TEMP SILT FENCE | 02709 | LF | 4,200.00 | 4,200.000 | 0.000 | 0.000 | 0.85 | 0.00 | |||
| 0530 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 65.00 | 65.000 | 98.920 | 98.920 | 205.00 | 20,278.60 | |||
| 0540 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0550 | CRASH CUSHION TYPE IX | 02929 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,300.00 | 21,200.00 | |||
| 0560 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 400.00 | 400.000 | 400.000 | 400.000 | 30.00 | 12,000.00 | |||
| 0570 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,322.00 | 1,322.000 | 780.000 | 780.000 | 2.00 | 1,560.00 | |||
| 0580 | TOPDRESSING FERTILIZER | 05966 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0590 | SEEDING AND PROTECTION | 05985 | SQYD | 7,105.00 | 7,105.000 | 4,267.090 | 4,267.090 | 0.50 | 2,133.54 | |||
| 0600 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 290.00 | 290.000 | 321.830 | 321.830 | 20.00 | 6,436.60 | |||
| 0610 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 30,321.00 | 30,321.000 | 52,579.600 | 52,579.600 | 0.25 | 13,144.90 | |||
| 0620 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 15,079.00 | 15,079.000 | 14,968.100 | 14,968.100 | 0.25 | 3,742.02 | |||
| 0630 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 464.00 | 464.000 | 438.000 | 438.000 | 7.00 | 3,066.00 | |||
| 0640 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 324.00 | 324.000 | 230.000 | 230.000 | 11.00 | 2,530.00 | |||
| 0650 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 36.00 | 36.000 | 31.000 | 31.000 | 110.00 | 3,410.00 | |||
| 0660 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 140.00 | 420.00 | |||
| 0670 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 16.00 | 16.000 | 15.000 | 15.000 | 40.00 | 600.00 | |||
| 0680 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 116.00 | 116.000 | 86.000 | 86.000 | 40.00 | 3,440.00 | |||
| 0690 | FUEL ADJUSTMENT | 10020NS | DOLL | 11,123.00 | 11,123.000 | 7,101.670 | 7,101.670 | 1.00 | 7,101.67 | |||
| 0700 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 19,601.00 | 32,664.350 | -130.600 | 32,664.350 | 32,533.750 | 1.00 | -130.60 | 32,533.75 | |
| 0710 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
| 0720 | SAW CUT | 20430ED | LF | 703.00 | 703.000 | 644.000 | 644.000 | 4.00 | 2,576.00 | |||
| 0730 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 357.00 | 357.000 | 0.000 | 0.000 | 25.50 | 0.00 | |||
| 0740 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 72.00 | 72.000 | 96.000 | 96.000 | 47.15 | 4,526.40 | |||
| 1300 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 165.00 | 330.00 | |||
| 8000 | CRUSHED AGGREGATE SIZE NO 57 AT PERFORATED PIPE | 00071 | TON | 0.00 | 1,253.690 | 53.690 | 607.620 | 661.310 | 50.00 | 2,684.50 | 33,065.50 | |
| 8006 | PAVE STRIPING-TEMP PAINT-4 IN Black | 06510 | LF | 0.00 | 2,500.000 | 1,576.000 | 1,576.000 | 0.50 | 788.00 | |||
| 8007 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 0.00 | 77.000 | 12.000 | 12.000 | 7.15 | 85.80 | |||
| 8014 | UTILITY RELOCATION SERVICES | 22011NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,702.00 | 14,702.00 | |||
| 8015 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 618.750 | 1,118.750 | 1,118.750 | 3.35 | 3,747.81 | |||
| 8016 | STEEL POST TYPE 2 | 06411 | LF | 0.00 | 22.000 | 686.000 | 686.000 | 10.00 | 6,860.00 | |||
| 8017 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 2,152.000 | 2,152.000 | 2,152.000 | 1.75 | 3,766.00 | |||
| 8021 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8026 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 575.000 | 575.000 | 575.000 | 1.75 | 1,006.25 | |||
| 8027 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 575.000 | 575.000 | 575.000 | 1.75 | 1,006.25 | |||
| 8028 | LIQUIDATED DAMAGES - REMOVE | 10111NS | DOLL | 0.00 | 5.000 | 5.000 | 5.000 | 2,400.00 | 12,000.00 | |||
| Project | DE06700150914 | Fed/State Project Number | ARRA 0151(067) | Category | 0002 BRIDGE | |||||||
| 0750 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 40.00 | 40.000 | 40.000 | 40.000 | 60.00 | 2,400.00 | |||
| 0760 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 51.50 | 51.500 | 51.500 | 51.500 | 600.00 | 30,900.00 | |||
| 0770 | MASONRY COATING | 02998 | SQYD | 671.20 | 671.200 | 789.530 | 789.530 | 1.00 | 789.53 | |||
| 0780 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 28.00 | 28.000 | 28.000 | 28.000 | 74.00 | 2,072.00 | |||
| 0790 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 56.00 | 56.000 | 56.000 | 56.000 | 235.00 | 13,160.00 | |||
| 0800 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 95.00 | 124.480 | 123.000 | 123.000 | 506.00 | 62,238.00 | |||
| 0810 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 49.00 | 49.000 | 32.040 | 32.040 | 96.00 | 3,075.84 | |||
| 0820 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 6.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0830 | TEST PILES | 08033 | LF | 45.00 | 45.000 | 45.000 | 45.000 | 90.00 | 4,050.00 | |||
| 0840 | PILES-STEEL HP12X53 | 08046 | LF | 70.00 | 70.000 | 73.930 | 73.930 | 90.00 | 6,653.70 | |||
| 0850 | PILE POINTS-12 IN | 08094 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 120.00 | 720.00 | |||
| 0860 | CONCRETE-CLASS A | 08100 | CUYD | 94.40 | 94.400 | 93.900 | 93.900 | 1,000.00 | 93,900.00 | |||
| 0870 | CONCRETE-CLASS AA | 08104 | CUYD | 181.30 | 181.300 | 177.389 | 177.389 | 250.00 | 44,347.25 | |||
| 0880 | STEEL REINFORCEMENT | 08150 | LB | 14,134.00 | 14,134.000 | 14,133.950 | 14,133.950 | 1.78 | 25,158.43 | |||
| 0890 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 40,505.00 | 40,505.000 | 40,505.000 | 40,505.000 | 1.89 | 76,554.45 | |||
| 0900 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 338.00 | 338.000 | 338.000 | 338.000 | 256.00 | 86,528.00 | |||
| 8001 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 0.00 | 130.000 | 48.910 | 48.910 | 37.00 | 1,809.67 | |||
| 8004 | REMOVE BRIDGE RAIL AND REINSTALL | 08811 | LF | 0.00 | 169.000 | 169.000 | 169.000 | 33.50 | 5,661.50 | |||
| 8008 | MOBILIZATION FOR OVERLAY | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 8,000.00 | 8,000.00 | |||
| 8009 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 0.00 | 200.000 | 200.000 | 200.000 | 4.00 | 800.00 | |||
| 8010 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 200.000 | 180.000 | 180.000 | 30.00 | 5,400.00 | |||
| 8011 | CRASH CUSHION TYPE IX | 02929 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 5,300.00 | 0.00 | |||
| 8012 | REM EPOXY BIT FOREIGN OVERLAY | 08510 | SQYD | 0.00 | 283.000 | 276.840 | 276.840 | 20.00 | 5,536.80 | |||
| 8013 | CONCRETE OVERLAY-LATEX | 08534 | CUYD | 0.00 | 18.000 | 16.840 | 16.840 | 1,400.00 | 23,576.00 | |||
| 8018 | RELOCATE CRASH CUSHION | 02898 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,200.00 | 4,400.00 | |||
| 8019 | SIDEWALK CONSTRUCTION DOWEL/EPOXY STEEL REINFORCEMENT | 23535EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 8022 | STEEL REINFORCEMENT-EPOXY COATED DELIVERED COST | 08151 | LB | 0.00 | 2,773.420 | 2,773.420 | 2,773.420 | 0.48 | 1,355.23 | |||
| 8024 | CONCRETE REPAIR REM & REPLACE BRIDGE WALL WINGS | 23171EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| Project | DE06700150914 | Fed/State Project Number | ARRA 0151(067) | Category | 0003 BRIDGE | |||||||
| 0910 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 35.70 | 35.700 | 35.700 | 35.700 | 60.00 | 2,142.00 | |||
| 0920 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 60.20 | 60.200 | 60.200 | 60.200 | 600.00 | 36,120.00 | |||
| 0930 | MASONRY COATING | 02998 | SQYD | 676.50 | 676.500 | 820.150 | 820.150 | 1.00 | 820.15 | |||
| 0940 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 29.00 | 29.000 | 29.000 | 29.000 | 74.00 | 2,146.00 | |||
| 0950 | ELIMINATE TRANSVERSE JOINT | 03300 | LF | 75.00 | 75.000 | 75.000 | 75.000 | 235.00 | 17,625.00 | |||
| 0960 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 99.30 | 250.980 | 250.980 | 250.980 | 506.00 | 126,995.88 | |||
| 0970 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 42.70 | 42.700 | 71.530 | 71.530 | 96.00 | 6,866.88 | |||
| 0980 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2.30 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0990 | TEST PILES | 08033 | LF | 25.00 | 25.000 | 25.000 | 25.000 | 90.00 | 2,250.00 | |||
| 1000 | PILES-STEEL HP12X53 | 08046 | LF | 39.00 | 39.000 | 38.170 | 38.170 | 90.00 | 3,435.30 | |||
| 1010 | PILE POINTS-12 IN | 08094 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 120.00 | 360.00 | |||
| 1020 | CONCRETE-CLASS A | 08100 | CUYD | 107.00 | 107.000 | 106.000 | 106.000 | 1,000.00 | 106,000.00 | |||
| 1030 | CONCRETE-CLASS AA | 08104 | CUYD | 293.70 | 293.700 | 210.161 | 210.161 | 250.00 | 52,540.25 | |||
| 1040 | STEEL REINFORCEMENT | 08150 | LB | 13,165.00 | 13,165.000 | 13,164.723 | 13,164.723 | 1.78 | 23,433.20 | |||
| 1050 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 47,894.00 | 47,894.000 | 47,894.000 | 47,894.000 | 1.89 | 90,519.66 | |||
| 1060 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 410.00 | 410.000 | 410.000 | 410.000 | 256.00 | 104,960.00 | |||
| 8002 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 0.00 | 50.000 | 48.360 | 48.360 | 37.00 | 1,789.32 | |||
| 8005 | REMOVE BRIDGE RAIL AND REINSTALL | 08811 | LF | 0.00 | 205.000 | 205.000 | 205.000 | 33.50 | 6,867.50 | |||
| 8020 | SIDEWALK CONSTRUCTION DOWEL/EPOXY STEEL REINFORCEMENT | 23535EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 8023 | STEEL REINFORCEMENT-EPOXY COATED DELIVERED COST | 08151 | LB | 0.00 | 3,529.810 | 3,529.810 | 3,529.810 | 0.48 | 1,724.84 | |||
| 8025 | CONCRETE REPAIR REM & REPLACE BRIDGE WALL WINGS | 23171EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| Project | DE06700150914 | Fed/State Project Number | ARRA 0151(067) | Category | 0004 SIGNALIZATION | |||||||
| 1070 | CONDUIT-1 1/4 IN | 04793 | LF | 410.00 | 410.000 | 290.000 | 290.000 | 8.80 | 2,552.00 | |||
| 1080 | CONDUIT-2 IN | 04795 | LF | 160.00 | 160.000 | 190.000 | 190.000 | 11.00 | 2,090.00 | |||
| 1090 | JUNCTION BOX TYPE B | 04811 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 495.00 | 3,465.00 | |||
| 1100 | TRENCHING AND BACKFILLING | 04820 | LF | 450.00 | 450.000 | 290.000 | 290.000 | 5.50 | 1,595.00 | |||
| 1110 | LOOP WIRE | 04830 | LF | 5,580.00 | 5,580.000 | 5,552.000 | 5,552.000 | 0.55 | 3,053.60 | |||
| 1120 | CABLE-NO. 14/5C | 04844 | LF | 2,265.00 | 2,265.000 | 2,296.000 | 2,296.000 | 1.40 | 3,214.40 | |||
| 1130 | CABLE-NO. 14/7C | 04845 | LF | 750.00 | 750.000 | 730.000 | 730.000 | 1.40 | 1,022.00 | |||
| 1140 | CABLE-NO. 14/1 PAIR | 04850 | LF | 3,610.00 | 3,610.000 | 3,207.000 | 3,207.000 | 1.40 | 4,489.80 | |||
| 1150 | MESSENGER-10800 LB | 04885 | LF | 995.00 | 995.000 | 1,003.000 | 1,003.000 | 3.85 | 3,861.55 | |||
| 1160 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,880.00 | 1,880.000 | 1,862.000 | 1,862.000 | 15.40 | 28,674.80 | |||
| 1170 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,860.00 | 5,720.00 | |||
| 1180 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 220.00 | 1,760.00 | |||
| 1190 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 880.00 | 1,760.00 | |||
| 1200 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
| 1210 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 330.00 | 0.00 | |||
| 1220 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 275.00 | 2,750.00 | |||
| 1230 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 275.00 | 1,100.00 | |||
| 1240 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 1250 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 275.00 | 1,650.00 | |||
| 1260 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 36.00 | 36.000 | 36.000 | 36.000 | 935.00 | 33,660.00 | |||
| 1270 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 132.00 | 660.00 | |||
| Project | DE06700150914 | Fed/State Project Number | ARRA 0151(067) | Category | 0005 DEMOB AND MOB | |||||||
| 1280 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 1290 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 39,350.00 | 9,837.50 | 39,350.00 | |
| SUBTOT | $17,891.64 |
$3,057,719.47 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0900-1-0I |
I BEAM, TYPE 4 | LF |
330.70 | 0009 | $157.770000 | $52,174.53 | ||||||
1060-1-0I |
I BEAM, TYPE 4 | LF |
403.70 | 0009 | $155.929000 | $62,948.53 | ||||||
0900-1-0A |
I BEAM, TYPE 4 | LF |
330.70 | 0012 | $157.770000 | $-52,174.53 | ||||||
1060-1-0A |
I BEAM, TYPE 4 | LF |
403.70 | 0019 | $155.929000 | $-62,948.53 | ||||||
| SUBTOT | $0.00 |
|||||||||||