|
Report_Id: 111015 Est NO 0064 |
Date:05/18/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111015 | Estimate Number | 0064 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06360) Moore, Craig A. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 2 VC Code VC0000088141 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 06/13/2014 TO 08/07/2014 | ||||||
| Date Approved | 08/18/2014 | ||||||
| Primary Proj Number | DE04900271115 | ||||||
| Project No. | JL04 049 0027 BYPASS | ||||||
| Primary County | HARRISON | ||||||
| Name of Road | PARIS-COVINGTON ROAD (US 27) | ||||||
| Description | WEST US 27 CYNTHIANA BYPASS SECTION 2 FROM KY 356 TO US 27 NORTH | ||||||
| Date Let | 04/29/2011 | Formal Acceptance | 07/16/2014 | ||||
| Date Awarded | 05/11/2011 | Date Work Began | 05/24/2011 | ||||
| Date Contract Executed | 05/19/2011 | Open To Traffic | 04/17/2014 | ||||
| Date NTP Issued | 05/19/2011 | Actual Completion Date | 04/17/2014 | ||||
| Current Contract Amount | $11,814,481.75 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $11,624,737.00 |
Total Earnings | $11,315,690.90 |
$11,312,118.60 |
$3,572.30 |
|
| Percent Complete | 95.77 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $499,201.82 |
Gross Earnings | $11,315,690.90 |
$11,312,118.60 |
$3,572.30 |
|
| Total Change Orders | $189,744.75 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $11,315,279.93 |
$11,311,707.63 |
$3,572.30 |
|||
| Contract Id | 111015 | Change Order Summary |
County | HARRISON | ||||||
| Estimate Nbr | 0064 | Project Number | JL04 049 0027 BYPASS | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 06/13/2014 TO 08/07/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Embankment/steel paint/mass concrete | Approved | 05/02/2012 | $104,534.77 | 0.0 | |||||
| 002 | Time adjustment to combine bypass projects | Approved | 12/12/2011 | $0.00 | -80.0 | |||||
| 003 | Fuel and Asphalt Adjustments Override | Approved | 02/28/2012 | $0.00 | 0.0 | |||||
| 004 | Liquidated Damages Override | Approved | 03/12/2012 | $0.00 | 0.0 | |||||
| 005 | CSX bridge changes/undercuts | Approved | 02/12/2013 | $44,031.00 | 2.0 | |||||
| 006 | Concrete Barrier Wall Type 9T | Approved | 05/10/2013 | $3,506.24 | 1.0 | |||||
| 007 | Mass concrete/French Drain/Const Entr/Cost Plus | Approved | 11/04/2013 | $37,672.74 | 2.0 | |||||
| 008 | Pipe Deflection and Rideability Override | Approved | 04/01/2015 | $0.00 | 0.0 | |||||
| 009 | Non Spec Material-Structural Steel Override | Approved | 05/05/2015 | $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 |
||
| DE04900271115 | 1370 | STRUCTURAL STEEL | NON-SPEC MATERIAL DEDUCTION | 0015 | 0.00 |
$0.00 |
$-410.97 |
||
| Contract Id | 111015 | COMMONWEALTH OF KENTUCKY |
County | HARRISON | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE04900271115 | ||||||
| Estimate Nbr | 0064 | Period | 06/13/2014 TO 08/07/2014 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | 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 AGGREGATE SIZE NO 2 | 00078 | TON | 7.00 | 7.000 | 5.000 | 5.000 | 70.00 | 350.00 | |||
| 0020 | ENTRANCE PIPE-15 IN | 00440 | LF | 52.00 | 52.000 | 52.000 | 52.000 | 29.50 | 1,534.00 | |||
| 0030 | CULVERT PIPE-15 IN | 00461 | LF | 81.00 | 81.000 | 74.000 | 74.000 | 44.00 | 3,256.00 | |||
| 0040 | CULVERT PIPE-18 IN | 00462 | LF | 51.00 | 51.000 | 52.000 | 52.000 | 51.00 | 2,652.00 | |||
| 0050 | CULVERT PIPE-30 IN | 00466 | LF | 559.00 | 559.000 | 559.000 | 559.000 | 58.50 | 32,701.50 | |||
| 0060 | CULVERT PIPE-42 IN | 00469 | LF | 502.00 | 502.000 | 502.000 | 502.000 | 100.00 | 50,200.00 | |||
| 0070 | CULVERT PIPE-48 IN | 00470 | LF | 1,173.00 | 1,173.000 | 1,173.000 | 1,173.000 | 105.00 | 123,165.00 | |||
| 0080 | STORM SEWER PIPE-15 IN | 00521 | LF | 272.00 | 272.000 | 281.000 | 281.000 | 39.25 | 11,029.25 | |||
| 0090 | PERFORATED PIPE-6 IN | 01001 | LF | 419.00 | 524.000 | 640.000 | 640.000 | 14.00 | 8,960.00 | |||
| 0100 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 209.00 | 294.000 | 150.000 | 150.000 | 15.00 | 2,250.00 | |||
| 0110 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-6 IN | 01029 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 435.00 | 870.00 | |||
| 0130 | PERF PIPE HEADWALL TY 4-6 IN | 01033 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 435.00 | 870.00 | |||
| 0140 | METAL END SECTION TY 3-42 IN | 01396 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0150 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,025.00 | 2,025.00 | |||
| 0160 | CURB BOX INLET TYPE B | 01480 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 3,370.00 | 16,850.00 | |||
| 0170 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 0180 | ISLAND INTEGRAL CURB | 01845 | LF | 200.00 | 200.000 | 245.400 | 245.400 | 26.50 | 6,503.10 | |||
| 0190 | TEMP DITCH | 02159 | LF | 9,380.00 | 9,380.000 | 2,641.000 | 2,641.000 | 0.40 | 1,056.40 | |||
| 0200 | CLEAN TEMP DITCH | 02160 | LF | 9,380.00 | 9,380.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0210 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0220 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 16,229.00 | 16,229.000 | 16,715.000 | 16,715.000 | 4.95 | 82,739.25 | |||
| 0230 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 40.00 | 160.00 | |||
| 0240 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,500.00 | 20,000.00 | |||
| 0250 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 12.000 | 12.000 | 2,400.00 | 28,800.00 | |||
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0270 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 60.00 | 660.00 | |||
| 0280 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 30.00 | 90.00 | |||
| 0290 | CHANNEL LINING CLASS IA | 02482 | TON | 136.00 | 136.000 | 0.000 | 0.000 | 78.50 | 0.00 | |||
| 0300 | CHANNEL LINING CLASS II | 02483 | TON | 1,120.00 | 1,120.000 | 1,006.050 | 1,006.050 | 21.00 | 21,127.05 | |||
| 0310 | CHANNEL LINING CLASS III | 02484 | TON | 1,225.00 | 1,225.000 | 1,172.220 | 1,172.220 | 24.00 | 28,133.28 | |||
| 0320 | CLEARING AND GRUBBING 72 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0330 | SIGNS | 02562 | SQFT | 313.00 | 313.000 | 210.000 | 210.000 | 7.60 | 1,596.00 | |||
| 0340 | EDGE KEY | 02585 | LF | 179.00 | 179.000 | 44.000 | 44.000 | 15.00 | 660.00 | |||
| 0350 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 363.00 | 363.000 | 1,811.100 | 1,811.100 | 1.85 | 3,350.53 | |||
| 0360 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 6,648.00 | 6,648.000 | 3,369.840 | 3,369.840 | 2.00 | 6,739.68 | |||
| 0370 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 65,000.00 | 55,250.00 | |||
| 0380 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0390 | TEMP SILT FENCE | 02701 | LF | 9,380.00 | 9,380.000 | 12,860.000 | 12,860.000 | 1.25 | 16,075.00 | |||
| 0400 | SILT TRAP TYPE A | 02703 | EACH | 124.00 | 124.000 | 13.000 | 13.000 | 110.00 | 1,430.00 | |||
| 0410 | SILT TRAP TYPE B | 02704 | EACH | 124.00 | 124.000 | 20.000 | 20.000 | 110.00 | 2,200.00 | |||
| 0420 | SILT TRAP TYPE C | 02705 | EACH | 62.00 | 62.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0430 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 371.00 | 371.000 | 9.000 | 9.000 | 1.00 | 9.00 | |||
| 0440 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 371.00 | 371.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 185.00 | 185.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0460 | CLEAN TEMP SILT FENCE | 02709 | LF | 18,760.00 | 18,760.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0470 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 36,000.00 | 30,600.00 | |||
| 0480 | EROSION CONTROL BLANKET | 05950 | SQYD | 4,088.00 | 4,088.000 | 27,807.556 | 27,807.556 | 1.15 | 31,978.68 | |||
| 0490 | TEMP MULCH | 05952 | SQYD | 299,064.00 | 299,064.000 | 6,933.330 | 6,933.330 | 0.05 | 346.66 | |||
| 0500 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 299,064.00 | 299,064.000 | 0.000 | 0.000 | 0.05 | 0.00 | |||
| 0510 | TOPDRESSING FERTILIZER | 05966 | TON | 13.00 | 13.000 | 13.000 | 13.000 | 750.00 | 9,750.00 | |||
| 0520 | SEEDING AND PROTECTION | 05985 | SQYD | 250,567.00 | 250,567.000 | 206,005.056 | 206,005.056 | 0.26 | 53,561.31 | |||
| 0530 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 92,779.00 | 92,779.000 | 79,821.334 | 79,821.334 | 0.18 | 14,367.84 | |||
| 0540 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 41,808.00 | 41,808.000 | 50,271.000 | 50,271.000 | 0.18 | 9,048.78 | |||
| 0550 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 125.00 | 125.000 | 216.000 | 216.000 | 7.50 | 1,620.00 | |||
| 0560 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 5,740.00 | 5,740.000 | 1,669.000 | 1,669.000 | 2.95 | 4,923.55 | |||
| 0570 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 125.00 | 250.00 | |||
| 0580 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 135.00 | 1,485.00 | |||
| 0590 | PAVE MARKING-THERMO ONLY | 06576 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0600 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 19.00 | 19.000 | 0.000 | 0.000 | 29.75 | 0.00 | |||
| 0610 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 310.00 | 310.000 | 0.000 | 0.000 | 29.75 | 0.00 | |||
| 0620 | CONCRETE-CLASS A | 08100 | CUYD | 62.21 | 62.210 | 61.460 | 61.460 | 650.00 | 39,949.00 | |||
| 0630 | STEEL REINFORCEMENT | 08150 | LB | 4,700.00 | 4,700.000 | 4,693.000 | 4,693.000 | 1.00 | 4,693.00 | |||
| 0640 | GRANULAR PILE CORE | 20209EP69 | CUYD | 2,107.00 | 2,107.000 | 3,167.000 | 3,167.000 | 24.00 | 76,008.00 | |||
| 0650 | LONGITUDINAL EDGE KEY | 21289ED | LF | 383.00 | 383.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0660 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 10,475.00 | 10,475.000 | 11,063.750 | 11,063.750 | 18.10 | 200,253.87 | |||
| 0670 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,345.00 | 1,345.000 | 1,295.000 | 1,295.000 | 5.00 | 6,475.00 | |||
| 0680 | THERMO RUMBLE STRIPS TY 2 | 24097EC | LF | 600.00 | 600.000 | 600.000 | 600.000 | 6.00 | 3,600.00 | |||
| 1660 | BARRICADE-TYPE III | 02014 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 140.00 | 0.00 | |||
| 8003 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 0.001 | -4,207.070 | -4,207.070 | 1.00 | -4,207.07 | |||
| 8004 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 0.001 | 7,648.050 | 7,648.050 | 1.00 | 7,648.05 | |||
| 8005 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8015 | CRUSHED AGGREGATE SIZE NO 2 CONSTRUCTION ENTRANCE/DRAIN | 00078 | TON | 0.00 | 500.000 | 154.390 | 154.390 | 21.45 | 3,311.66 | |||
| 8016 | COST PLUS WORK DROP BOX MODIFICATION | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 9,892.74 | 9,892.74 | |||
| 8017 | PIPE DEFLECTION DEDUCTION | 10065NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8018 | RIDE QUALITY ADJUSTMENT ASPHALT | 10005NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8019 | NON-SPEC MATERIAL Structural Steel | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0002 PAVING- ASPH WITH ASPH SHOULDER | |||||||
| 0690 | CRUSHED STONE BASE | 00003 | TON | 21,344.00 | 21,344.000 | 21,903.680 | 21,903.680 | 16.75 | 366,886.64 | |||
| 0700 | ASPHALT SEAL AGGREGATE | 00100 | TON | 73.00 | 73.000 | 103.850 | 103.850 | 110.00 | 11,423.50 | |||
| 0710 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 15,227.00 | 15,227.000 | 13,896.690 | 13,896.690 | 58.50 | 812,956.36 | |||
| 0720 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 17.00 | 17.000 | 17.000 | 17.000 | 650.00 | 11,050.00 | |||
| 0730 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,734.00 | 1,734.000 | 51.400 | 2,004.860 | 2,056.260 | 69.50 | 3,572.30 | 142,910.07 | |
| 0740 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 1,903.00 | 1,903.000 | 1,934.780 | 1,934.780 | 79.75 | 154,298.70 | |||
| 0750 | JPC PAVEMENT-8 IN (REVISED: 4-21-11) | 02084 | SQYD | 222.00 | 222.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0760 | EMBANKMENT IN PLACE | 02230 | CUYD | 514,999.00 | 537,999.000 | 531,999.000 | 531,999.000 | 3.83 | 2,037,556.17 | |||
| 0770 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0780 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 279.00 | 279.000 | 0.000 | 0.000 | 32.00 | 0.00 | |||
| 0790 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 190,982.00 | 0.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0005 BRIDGE | |||||||
| 1020 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 564.00 | 564.000 | 501.670 | 501.670 | 26.00 | 13,043.42 | |||
| 1030 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 408.00 | 775.000 | 467.000 | 467.000 | 2.00 | 934.00 | |||
| 1040 | MASONRY COATING | 02998 | SQYD | 1,380.00 | 1,380.000 | 1,254.500 | 1,254.500 | 12.75 | 15,994.87 | |||
| 1050 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 112.00 | 112.000 | 112.000 | 112.000 | 55.00 | 6,160.00 | |||
| 1060 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 288.00 | 288.000 | 693.190 | 693.190 | 7.00 | 4,852.33 | |||
| 1070 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 173.00 | 173.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 1080 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 377.00 | 377.000 | 400.860 | 400.860 | 20.00 | 8,017.20 | |||
| 1090 | TEST PILES | 08033 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 56.00 | 5,600.00 | |||
| 1100 | PRE-DRILLING FOR PILES | 08039 | LF | 206.00 | 206.000 | 202.650 | 202.650 | 90.00 | 18,238.50 | |||
| 1110 | PILES-STEEL HP12X53 | 08046 | LF | 1,535.00 | 1,535.000 | 1,411.230 | 1,411.230 | 51.00 | 71,972.73 | |||
| 1120 | PILE POINTS-12 IN | 08094 | EACH | 49.00 | 49.000 | 49.000 | 49.000 | 115.00 | 5,635.00 | |||
| 1130 | CONCRETE-CLASS A | 08100 | CUYD | 323.70 | 323.700 | 323.710 | 323.710 | 305.00 | 98,731.55 | |||
| 1140 | CONCRETE-CLASS AA | 08104 | CUYD | 446.00 | 446.000 | 446.000 | 446.000 | 455.00 | 202,930.00 | |||
| 1150 | STEEL REINFORCEMENT | 08150 | LB | 40,746.00 | 40,746.000 | 40,746.000 | 40,746.000 | 0.88 | 35,856.48 | |||
| 1160 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 110,436.00 | 110,436.000 | 110,436.000 | 110,436.000 | 0.90 | 99,392.40 | |||
| 1170 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 1,100.50 | 1,100.500 | 1,100.500 | 1,100.500 | 230.00 | 253,115.00 | |||
| 1180 | RAIL SYSTEM TYPE III | 21532ED | LF | 448.00 | 448.000 | 448.000 | 448.000 | 64.50 | 28,896.00 | |||
| 8009 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 0.00 | 300.000 | 300.000 | 300.000 | 73.60 | 22,080.00 | |||
| 8010 | LIGHT POLE BASE | 23434EC | EACH | 0.00 | 10.000 | 9.000 | 9.000 | 1,265.30 | 11,387.70 | |||
| 8011 | SHEAR CONNECTORS EXTRA | 08170 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,621.20 | 5,621.20 | |||
| 8012 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 320.000 | 320.000 | 320.000 | 10.00 | 3,200.00 | |||
| 8013 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 0.00 | 33.000 | 33.000 | 33.000 | 9.28 | 306.24 | |||
| 8014 | MASS CONCRETE PIER #1 FOOTING | 10040ES | CUYD | 0.00 | 80.000 | 80.000 | 80.000 | 169.70 | 13,576.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0006 BRIDGE | |||||||
| 1190 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 384.00 | 384.000 | 540.090 | 540.090 | 26.00 | 14,042.34 | |||
| 1200 | CHANNEL LINING CLASS II | 02483 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1210 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 1,676.00 | 1,676.000 | 1,565.790 | 1,565.790 | 1.85 | 2,896.71 | |||
| 1220 | MASONRY COATING | 02998 | SQYD | 3,660.00 | 3,660.000 | 3,074.700 | 3,074.700 | 12.75 | 39,202.42 | |||
| 1230 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 97.00 | 97.000 | 97.000 | 97.000 | 55.00 | 5,335.00 | |||
| 1240 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,911.30 | 1,911.300 | 1,293.410 | 1,293.410 | 7.00 | 9,053.87 | |||
| 1250 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 164.00 | 164.000 | 232.009 | 232.009 | 52.50 | 12,180.47 | |||
| 1260 | REINF CONC SLOPE WALL-6 IN | 08016 | SQYD | 341.00 | 341.000 | 352.440 | 352.440 | 50.00 | 17,622.00 | |||
| 1270 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 1,732.00 | 1,732.000 | 3,231.470 | 3,231.470 | 24.00 | 77,555.28 | |||
| 1280 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 280.00 | 280.000 | 377.760 | 377.760 | 20.00 | 7,555.20 | |||
| 1290 | TEST PILES | 08033 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 56.00 | 6,216.00 | |||
| 1300 | COFFERDAM | 08037 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 85,000.00 | 85,000.00 | |||
| 1310 | PILES-STEEL HP14X73 | 08050 | LF | 2,876.00 | 2,876.000 | 2,784.570 | 2,784.570 | 56.00 | 155,935.92 | |||
| 1320 | PILE POINTS-14 IN | 08095 | EACH | 84.00 | 84.000 | 84.000 | 84.000 | 140.00 | 11,760.00 | |||
| 1330 | CONCRETE-CLASS A | 08100 | CUYD | 1,610.10 | 1,610.100 | 1,610.100 | 1,610.100 | 305.00 | 491,080.50 | |||
| 1340 | CONCRETE-CLASS AA | 08104 | CUYD | 1,319.50 | 1,319.500 | 1,319.500 | 1,319.500 | 455.00 | 600,372.50 | |||
| 1350 | STEEL REINFORCEMENT | 08150 | LB | 186,939.00 | 186,939.000 | 186,939.000 | 186,939.000 | 0.88 | 164,506.32 | |||
| 1360 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 474,390.00 | 474,390.000 | 474,390.000 | 474,390.000 | 0.90 | 426,951.00 | |||
| 1370 | STRUCTURAL STEEL 1,765,610 LB. | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,007,000.00 | 3,007,000.00 | |||
| 1380 | SHEAR CONNECTORS 7,505 LB. | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 40,000.00 | 40,000.00 | |||
| 1390 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 47,500.00 | 47,500.00 | |||
| 1400 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,875.00 | 1,875.000 | 1,875.000 | 1,875.000 | 64.50 | 120,937.50 | |||
| 8000 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 69.340 | 69.340 | 69.340 | 189.74 | 13,156.57 | |||
| 8001 | STRUCTURAL STEEL ADDITIONAL EPOXY COATING AT ABUTMENTS | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,252.00 | 6,252.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0007 SIGNALIZATION | |||||||
| 1410 | CONDUIT-1 1/4 IN | 04793 | LF | 841.00 | 841.000 | 664.000 | 664.000 | 6.00 | 3,984.00 | |||
| 1420 | CONDUIT-2 IN | 04795 | LF | 80.00 | 80.000 | 85.000 | 85.000 | 10.00 | 850.00 | |||
| 1430 | JUNCTION BOX TYPE B | 04811 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 475.00 | 2,850.00 | |||
| 1440 | TRENCHING AND BACKFILLING | 04820 | LF | 921.00 | 921.000 | 748.000 | 748.000 | 3.00 | 2,244.00 | |||
| 1450 | LOOP WIRE | 04830 | LF | 1,348.00 | 1,348.000 | 1,333.000 | 1,333.000 | 0.50 | 666.50 | |||
| 1460 | CABLE-NO. 14/5C | 04844 | LF | 395.00 | 395.000 | 595.000 | 595.000 | 1.25 | 743.75 | |||
| 1470 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,350.00 | 2,350.000 | 2,433.000 | 2,433.000 | 1.25 | 3,041.25 | |||
| 1480 | MESSENGER-10800 LB | 04885 | LF | 330.00 | 330.000 | 290.000 | 290.000 | 4.00 | 1,160.00 | |||
| 1490 | LOOP SAW SLOT AND FILL | 04895 | LF | 493.00 | 493.000 | 462.000 | 462.000 | 10.00 | 4,620.00 | |||
| 1500 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,900.00 | 3,900.00 | |||
| 1510 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| 1520 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1530 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1540 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 150.00 | 900.00 | |||
| 1550 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 16.75 | 16.750 | 16.230 | 16.230 | 550.00 | 8,926.50 | |||
| 1560 | INSTALL ANTENNA | 23982EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 700.00 | 700.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0008 SIGNING | |||||||
| 1570 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 96.00 | 96.000 | 96.000 | 96.000 | 25.00 | 2,400.00 | |||
| 1580 | STEEL POST TYPE 2 | 06411 | LF | 210.00 | 210.000 | 209.000 | 209.000 | 15.00 | 3,135.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0009 WATERLINE | |||||||
| 1590 | STEEL ENCASEMENT PIPE-12 IN | 01069 | LF | 254.00 | 254.000 | 254.000 | 254.000 | 114.00 | 28,956.00 | |||
| 1600 | PVC PIPE-4 IN | 03383 | LF | 310.00 | 0.000 | 0.000 | 0.000 | 30.50 | 0.00 | |||
| 1610 | CUT CAP & BLOCK | 03443 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,100.00 | 2,200.00 | |||
| 1620 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 922.00 | 1,844.00 | |||
| 1630 | VALVE BOX | 23310EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 110.00 | 220.00 | |||
| 8002 | PVC PIPE-6 IN | 03385 | LF | 0.00 | 310.000 | 310.000 | 310.000 | 32.80 | 10,168.00 | |||
| Project | DE04900271115 | Fed/State Project Number | JL04 049 0027 BYPASS | Category | 0010 DEMOB AND MOB | |||||||
| 1640 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 330,000.00 | 330,000.00 | |||
| 1650 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 165,000.00 | 0.00 | |||
| SUBTOT | $3,572.30 |
$11,315,690.83 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0007 | $ | $430,198.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0008 | $ | $393,582.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0009 | $ | $96,992.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0010 | $ | $78,515.00 | |||||||
1110-0-0I |
PILES-STEEL HP12X53 |
|
0013 | $ | $44,179.00 | |||||||
1170-0-0I |
PRECAST PC I BEAM TYPE 5 |
|
0016 | $ | $189,836.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0016 | $ | $168,011.00 | |||||||
0220-0-0I |
FENCE-WOVEN WIRE TYPE 1 |
|
0019 | $ | $30,957.00 | |||||||
0240-0-0I |
GUARDRAIL CONNECTOR TO BRIDGE END TY A |
|
0019 | $ | $12,410.00 | |||||||
0660-0-0I |
G/R STEEL W BEAM-S FACE (7 FT POST) |
|
0019 | $ | $120,039.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0026 | $ | $33,288.00 | |||||||
1370-0-0I |
STRUCTURAL STEEL |
|
0026 | $ | $24,090.00 | |||||||
1370-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0012 | $ | $446,470.85 | ||||||
1370-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0015 | $ | $16,089.00 | ||||||
1370-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0028 | $ | $30,987.00 | ||||||
1340-0-0A |
CONCRETE-CLASS AA |
|
0.00 | 0029 | $ | $79,417.00 | ||||||
1370-0-0A |
STRUCTURAL STEEL |
|
0.00 | 0029 | $ | $53,824.00 | ||||||
0220-0-0A |
FENCE-WOVEN WIRE TYPE 1 |
|
5,039.00 | 0035 | $ | $-9,624.49 | ||||||
0220-0-0A |
FENCE-WOVEN WIRE TYPE 1 |
|
0.00 | 0040 | $ | $-21,332.51 | ||||||
1370-00C |
STRUCTURAL STEEL |
|
0.00 | 0031 | $0.000000 | $-1,772,046.85 | ||||||
1110-00C |
PILES-STEEL HP12X53 |
|
0.00 | 0047 | $0.000000 | $-44,179.00 | ||||||
1170-00C |
PRECAST PC I BEAM TYPE 5 |
|
0.00 | 0047 | $0.000000 | $-189,836.00 | ||||||
1340-00C |
CONCRETE-CLASS AA |
|
0.00 | 0049 | $0.000000 | $-79,417.00 | ||||||
0240-00C |
GUARDRAIL CONNECTOR TO BRIDGE END TY A |
|
0.00 | 0057 | $0.000000 | $-12,410.00 | ||||||
0660-00C |
G/R STEEL W BEAM-S FACE (7 FT POST) |
|
0.00 | 0057 | $0.000000 | $-120,039.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||