|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:06/27/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 081104 | Estimate Number | 0063 | Estimate Type FINAL | |||
| District Office | LOUISVILLE (05360) Middeler, Joseph F., P.E. | ||||||
| Contractor | HAYDON BRIDGE COMPANY INC | ADDR SN 1 VC Code VC0000092589 | |||||
| PO BOX 175 | |||||||
| SPRINGFIELD , KY , 40069 | |||||||
| Pay Period | 08/24/2012 TO 06/19/2013 | ||||||
| Date Approved | 06/26/2013 | ||||||
| Primary Proj Number | DE05200220804 | ||||||
| Project No. | BRO 5140 (29), BRO 5140 (29) | ||||||
| Primary County | HENRY | ||||||
| Name of Road | PLEASUREVILLE-GRATZ ROAD (KY 22) | ||||||
| Description | REPLACE BRIDGE AND APPROACHES OVER KY RIVER AT GRATZ ON THE OWEN-HENRY COUNTY LINE | ||||||
| Date Let | 09/26/2008 | Formal Acceptance | 10/25/2011 | ||||
| Date Awarded | 10/08/2008 | Date Work Began | 12/02/2008 | ||||
| Date Contract Executed | 11/17/2008 | Open To Traffic | 10/25/2011 | ||||
| Date NTP Issued | 11/17/2008 | Actual Completion Date | 10/25/2011 | ||||
| Current Contract Amount | $12,414,520.76 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,532,915.12 |
Total Earnings | $12,266,908.82 |
$12,303,934.87 |
$-37,026.05 |
|
| Percent Complete | 98.81 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $147,611.93 |
Gross Earnings | $12,266,908.83 |
$12,303,934.88 |
$-37,026.05 |
|
| Total Change Orders | $-118,394.36 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,266,908.83 |
$12,303,934.88 |
$-37,026.05 |
|||
| Contract Id | 081104 | Change Order Summary |
County | HENRY | ||||||
| Estimate Nbr | 0063 | Project Number | BRO 5140 (29), BRO 5140 (29) | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | Period | 08/24/2012 TO 06/19/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Value Engineering for Bridge Superstructure | Approved | 04/01/2009 | $-353,683.22 | 0.0 | |||||
| 002 | Peir 2 Sheeting | Approved | 07/14/2009 | $50,056.00 | 0.0 | |||||
| 003 | Converting from dirt shoulders to DGA shoulders & Nag Locks | Approved | 12/14/2011 | $35,882.31 | 4.0 | |||||
| 004 | Scour Mitigation | Approved | 03/16/2012 | $146,292.50 | 0.0 | |||||
| 005 | Fence | Approved | 05/16/2012 | $3,058.05 | 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 | 081104 | COMMONWEALTH OF KENTUCKY |
County | HENRY | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05200220804 | |||||||
| Estimate Nbr | 0063 | Period | 08/24/2012 TO 06/19/2013 | |||||||
| Contractor | HAYDON BRIDGE COMPANY INC | |||||||||
| Project | DE05200220804 | Fed/State Project Number | BRO 5140 (29) | 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 | 1,040.00 | 1,040.000 | 1,965.620 | 1,965.620 | 18.00 | 35,381.16 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 326.900 | 326.900 | 30.00 | 9,807.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 55.00 | 55.000 | 47.530 | 47.530 | 95.00 | 4,515.35 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,719.00 | 1,719.000 | 1,919.940 | 1,919.940 | 75.00 | 143,995.50 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 49.00 | 49.000 | 60.090 | 60.090 | 85.00 | 5,107.65 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 286.00 | 286.000 | 436.560 | 436.560 | 95.00 | 41,473.20 | |||
| 0070 | CULVERT PIPE-24 IN | 00464 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 65.00 | 10,725.00 | |||
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 1,782.00 | 0.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0100 | INSPECT & CERTIFY EDGE DRAIN SYSTEM HENRY | 01015 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0110 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0130 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0140 | ISLAND INTEGRAL CURB | 01845 | LF | 18.00 | 18.000 | 18.000 | 18.000 | 32.00 | 576.00 | |||
| 0150 | BARRICADE-TYPE III | 02014 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0160 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 152.00 | 152.000 | 152.000 | 152.000 | 75.00 | 11,400.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 200.00 | 200.000 | 200.000 | 200.000 | 5.00 | 1,000.00 | |||
| 0180 | TEMP DITCH | 02159 | LF | 825.00 | 825.000 | 375.000 | 375.000 | 1.50 | 562.50 | |||
| 0190 | ROADWAY EXCAVATION | 02200 | CUYD | 17,190.00 | 17,190.000 | 17,190.000 | 17,190.000 | 5.15 | 88,528.50 | |||
| 0200 | WATER | 02242 | MGAL | 1,100.00 | 1,100.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0210 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 830.00 | 830.000 | 766.250 | 766.250 | 20.53 | 15,731.11 | |||
| 0220 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 61.55 | 61.55 | |||
| 0230 | GUARDRAIL END TREAT TY 4A-CR | 20312ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0240 | REMOVE GUARDRAIL | 02381 | LF | 708.00 | 708.000 | 712.500 | 712.500 | 1.70 | 1,211.25 | |||
| 0250 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,808.00 | 7,616.00 | |||
| 0260 | CHANNEL LINING CLASS II | 02483 | TON | 248.00 | 248.000 | 922.290 | 922.290 | 20.00 | 18,445.80 | |||
| 0270 | CHANNEL LINING CLASS III | 02484 | TON | 262.00 | 637.000 | 648.480 | 648.480 | 23.00 | 14,915.04 | |||
| 0280 | CLEARING AND GRUBBING 10.4 ACRES HENRY | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0290 | SIGNS | 02562 | SQFT | 248.00 | 248.000 | 56.000 | 56.000 | 8.00 | 448.00 | |||
| 0300 | EDGE KEY | 02585 | LF | 22.00 | 22.000 | 22.000 | 22.000 | 50.00 | 1,100.00 | |||
| 0310 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,260.00 | 3,490.000 | 1,857.070 | 1,857.070 | 2.25 | 4,178.40 | |||
| 0320 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 300.00 | 300.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0330 | MAINTAIN & CONTROL TRAFFIC HENRY | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 23,000.00 | 23,000.00 | |||
| 0340 | TEMP SILT FENCE | 02701 | LF | 825.00 | 825.000 | 1,475.000 | 1,475.000 | 3.75 | 5,531.25 | |||
| 0350 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0360 | SILT TRAP TYPE B | 02704 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
| 0370 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0390 | CLEAN TEMP SILT FENCE | 02709 | LF | 825.00 | 825.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0400 | STAKING HENRY | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 0410 | REMOVE STRUCTURE HENRY | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 540,000.00 | 540,000.00 | |||
| 0420 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,796.00 | 1,796.000 | 1,100.780 | 1,100.780 | 1.34 | 1,475.04 | |||
| 0430 | TEMP MULCH | 05952 | SQYD | 44,046.00 | 44,046.000 | 16,289.000 | 16,289.000 | 0.21 | 3,420.69 | |||
| 0440 | TOPDRESSING FERTILIZER | 05966 | TON | 2.30 | 2.300 | 2.300 | 2.300 | 1,135.00 | 2,610.50 | |||
| 0450 | SEEDING AND PROTECTION | 05985 | SQYD | 44,046.00 | 54,046.000 | 34,611.110 | 34,611.110 | 0.34 | 11,767.77 | |||
| 0460 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 3,800.00 | 3,800.000 | 5,980.280 | 5,980.280 | 0.16 | 956.84 | |||
| 0470 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,800.00 | 2,800.000 | 8,160.000 | 8,160.000 | 0.20 | 1,632.00 | |||
| 0480 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 4,600.00 | 4,600.000 | 6,883.000 | 6,883.000 | 0.19 | 1,307.77 | |||
| 0490 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0500 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0510 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 1,800.00 | 1,800.000 | 1,804.000 | 1,804.000 | 3.75 | 6,765.00 | |||
| 0520 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 1,800.00 | 1,800.000 | 1,804.000 | 1,804.000 | 3.75 | 6,765.00 | |||
| 0530 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 52.00 | 52.000 | 29.000 | 29.000 | 47.25 | 1,370.25 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 2.70 | 2.700 | 2.700 | 2.700 | 1,000.00 | 2,700.00 | |||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 16.00 | 16.000 | 16.000 | 16.000 | 3.00 | 48.00 | |||
| 0560 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 4,218.00 | 4,218.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0570 | FUEL ADJUSTMENT | 10020NS | DOLL | 7,173.00 | 7,173.000 | -8,224.750 | -8,224.750 | 1.00 | -8,224.75 | |||
| 0580 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 3,796.00 | 3,796.000 | -16,884.540 | -16,884.540 | 1.00 | -16,884.54 | |||
| 0590 | SILT TRAP TYPE C | 02705 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0600 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0620 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 116.00 | 116.000 | 293.300 | 293.300 | 2.00 | 586.60 | |||
| 5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 165.00 | 165.000 | 165.000 | 165.000 | 8.25 | 1,361.25 | |||
| 8009 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 0.00 | 4.130 | 4.130 | 4.130 | 1,100.00 | 4,543.00 | |||
| 8010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 40.720 | 40.720 | 40.720 | 137.50 | 5,599.00 | |||
| 8013 | NAVIGATION LIGHTING LOCKING ASSEMBLY | 08267 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,098.33 | 2,098.33 | |||
| 8018 | EXPANSION JOINT REPAIR JOINT MATERIAL | 23395EC | LF | 0.00 | 93.000 | 93.000 | 93.000 | 3.50 | 325.50 | |||
| Project | DE05200220804 | Fed/State Project Number | BRO 5140 (29) | Category | 0002 MOBILIZATION AND DEMOBILIZATION | |||||||
| 0630 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 585,000.00 | 585,000.00 | |||
| 0640 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 177,000.00 | 44,250.00 | 177,000.00 | |
| Project | DE05200220804 | Fed/State Project Number | BRO 5140 (29) | Category | 0003 BRIDGE | |||||||
| 0650 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 704.00 | 704.000 | 704.000 | 704.000 | 32.00 | 22,528.00 | |||
| 0660 | MASONRY COATING | 02998 | SQYD | 2,258.00 | 2,276.000 | 2,276.000 | 2,276.000 | 11.00 | 25,036.00 | |||
| 0670 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 91.80 | 91.800 | 91.800 | 91.800 | 55.00 | 5,049.00 | |||
| 0680 | EXPAN JOINT ASSEMBLY | 03291 | LF | 103.30 | 0.000 | -40.000 | 40.000 | 0.000 | 1,800.00 | -72,000.00 | 0.00 | |
| 0690 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 794.00 | 794.000 | 623.020 | 623.020 | 17.50 | 10,902.85 | |||
| 0700 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 635.00 | 635.000 | 994.820 | 994.820 | 28.00 | 27,854.96 | |||
| 0710 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 3,946.00 | 4,746.000 | 3,848.430 | 3,848.430 | 30.00 | 115,452.90 | |||
| 0720 | TEST PILES | 08033 | LF | 261.00 | 264.000 | 264.000 | 264.000 | 150.00 | 39,600.00 | |||
| 0730 | PRE-DRILLING FOR PILES | 08039 | LF | 224.00 | 224.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0740 | PILES-STEEL HP14X89 | 08051 | LF | 6,986.00 | 7,037.000 | 7,087.860 | 7,087.860 | 90.00 | 637,907.40 | |||
| 0750 | PILE POINTS-14 IN | 08095 | EACH | 128.00 | 128.000 | 130.000 | 130.000 | 125.00 | 16,250.00 | |||
| 0760 | CONCRETE-CLASS A | 08100 | CUYD | 1,891.70 | 1,844.200 | 1,844.200 | 1,844.200 | 320.00 | 590,144.00 | |||
| 0770 | CONCRETE-CLASS AA | 08104 | CUYD | 1,534.10 | 1,579.800 | 1,579.800 | 1,579.800 | 435.00 | 687,213.00 | |||
| 0780 | STEEL REINFORCEMENT | 08150 | LB | 224,758.00 | 197,603.000 | 197,603.000 | 197,603.000 | 1.07 | 211,435.21 | |||
| 0790 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 551,749.00 | 482,170.000 | 482,170.000 | 482,170.000 | 1.21 | 583,425.70 | |||
| 0800 | STRUCTURAL STEEL 2866744 LBS | 08160 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 5,500,000.00 | 0.00 | |||
| 0810 | SHEAR CONNECTORS 9192 | 08170 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 50,000.00 | 0.00 | |||
| 0820 | NAVIGATION LIGHTING | 08267 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 64,000.00 | 64,000.00 | |||
| 0830 | CONCRETE FORM LINER | 21119ED | SQYD | 1,873.00 | 1,815.000 | 1,815.000 | 1,815.000 | 35.00 | 63,525.00 | |||
| 0840 | FIBERGLASS DRAIN PIPE | 21679EN | LF | 374.00 | 402.000 | 402.000 | 402.000 | 90.00 | 36,180.00 | |||
| 0850 | RAIL SYSTEM TYPE 6 | 22669EN | LF | 1,966.00 | 1,966.000 | 1,983.500 | 1,983.500 | 95.00 | 188,432.50 | |||
| 8000 | EXPAN JOINT ASSEMBLY Value Engineering | 03291 | LF | 0.00 | 51.600 | 52.200 | 52.200 | 2,250.00 | 117,450.00 | |||
| 8001 | EXPANSION DAM-2.5 IN NEOPRENE Value Engineering | 08471 | LF | 0.00 | 51.600 | 51.600 | 51.600 | 140.00 | 7,224.00 | |||
| 8002 | EW~ Value Engineering - Concrete Post Tension Beams | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,750,000.00 | 4,750,000.00 | |||
| 8003 | EW~ Value Engineering - Sub Consultant Review | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 39,500.00 | 39,500.00 | |||
| 8004 | VALUE ENGINEERING Value Engineering | 10121NX | DOLL | 0.00 | 376,527.470 | 376,527.470 | 376,527.470 | 1.00 | 376,527.47 | |||
| 8005 | GRANULAR PILE CORE | 20209EP69 | CUYD | 0.00 | 585.000 | 585.000 | 585.000 | 39.05 | 22,844.25 | |||
| 8006 | ENGINEERING Value Engineering Redesign | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 175,000.00 | 175,000.00 | |||
| 8007 | EW~ Pier 2 Sheeting | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,564.00 | 22,564.00 | |||
| 8008 | MASS CONCRETE Peir 2 Sheeting | 10040ES | CUYD | 0.00 | 100.000 | 100.000 | 100.000 | 199.92 | 19,992.00 | |||
| 8011 | SHEETING INCLUDES CLASS A CONCRETE MOBILIZATION AND DEMOBILIZATION | 24248EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 107,500.00 | 107,500.00 | |||
| Project | DE05200220804 | Fed/State Project Number | BRO 5140 (29) | Category | 0004 TRAINEES | |||||||
| 5010 | TRAINEE PAYMENT REIMBURSEMENT 2 CLASS A OR B OPERATORS | 02742 | HOUR | 3,200.00 | 3,200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $-27,750.00 |
$10,799,371.77 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0740-1-0I |
PILES-STEEL HP14X89 | LF |
6,986.00 | 0002 | $90.00000 | $471,555.00 | ||||||
0750-1-0I |
PILE POINTS-14 IN | EACH |
128.00 | 0002 | $125.000000 | $12,000.00 | ||||||
0780-3-0I |
STEEL REINUN 615GR60 | LB |
41,642.00 | 0010 | $0.591000 | $24,608.35 | ||||||
0780-2-0I |
STEEL REINUN 615GR60 | LB |
24,147.00 | 0010 | $0.591000 | $14,269.68 | ||||||
0780-1-0I |
STEEL REINUN 615GR60 | LB |
42,232.00 | 0010 | $0.591000 | $24,957.01 | ||||||
8002-1-0I |
EW~ | LS |
0.14 | 0010 | $4750000.000000 | $660,660.00 | ||||||
8002-0-0I |
EW~ |
|
0012 | $ | $347,025.00 | |||||||
0780-5-0I |
STEEL REINUN 615GR60 | LB |
47,791.00 | 0013 | $0.591000 | $28,242.09 | ||||||
0780-4-0I |
STEEL REINUN 615GR60 | LB |
25,406.00 | 0013 | $0.591000 | $15,013.68 | ||||||
0790-1-0I |
STEEL REINCO 615GR60 | LB |
22,191.00 | 0013 | $0.710200 | $15,760.05 | ||||||
0780-1-1I |
STEEL REINUN 615GR60 | LB |
32,628.00 | 0017 | $0.591000 | $24,957.01 | ||||||
8002-2-1I |
EW~ | LS |
0.09 | 0021 | $4750000.000000 | $426,675.00 | ||||||
8002-2-0I |
EW~ | LS |
0.09 | 0021 | $4750000.000000 | $426,675.00 | ||||||
0770-1-0I |
STAY IN PL FORMS | SQFT |
18,407.00 | 0028 | $3.421060 | $62,971.42 | ||||||
0770-2-0I |
STAY IN PL FORMS | CUYD |
1,579.80 | 0033 | $12.630000 | $19,952.38 | ||||||
0790-2-1I |
STEEL REINCO 615GR60 | LB |
167,080.00 | 0034 | $0.750000 | $123,973.35 | ||||||
0790-2-0I |
STEEL REINCO 615GR60 | LB |
40,610.00 | 0034 | $0.750000 | $30,132.62 | ||||||
0770-3-0I |
STAY IN PL FORMS | CUYD |
1,534.10 | 0035 | $2.200000 | $3,368.15 | ||||||
8007-1-0I |
Sheet Piling | EACH |
1.00 | 0059 | $23379.980000 | $23,379.98 | ||||||
0740-1-0A |
PILES-STEEL HP14X89 | LF |
1,692.12 | 0009 | $90.000000 | $-114,218.61 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
25.50 | 0009 | $125.000000 | $-2,390.63 | ||||||
0780-3-0A |
STEEL REINUN 615GR60 | LB |
14,730.35 | 0010 | $0.591000 | $-8,704.90 | ||||||
0780-2-0A |
STEEL REINUN 615GR60 | LB |
14,730.35 | 0010 | $0.591000 | $-8,704.91 | ||||||
0780-1-0A |
STEEL REINUN 615GR60 | LB |
14,730.35 | 0010 | $0.591000 | $-8,704.90 | ||||||
8002-1-0A |
EW~ | LS |
0.01 | 0010 | $4750000.000000 | $-47,190.00 | ||||||
0740-1-0A |
PILES-STEEL HP14X89 | LF |
288.23 | 0011 | $90.000000 | $-19,455.69 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
15.00 | 0011 | $125.000000 | $-1,406.25 | ||||||
8002-1-0A |
EW~ | LS |
0.04 | 0011 | $4750000.000000 | $-188,760.00 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
1.50 | 0012 | $125.000000 | $-140.63 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0012 | $ | $188,760.00 | ||||||
0740-1-0A |
PILES-STEEL HP14X89 | LF |
1,788.12 | 0013 | $90.000000 | $-120,698.10 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
37.50 | 0013 | $125.000000 | $-3,515.63 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0013 | $ | $28,314.00 | ||||||
8002-1-0A |
EW~ | LS |
0.00 | 0013 | $4750000.000000 | $-28,314.00 | ||||||
0740-1-0A |
PILES-STEEL HP14X89 | LF |
1,528.50 | 0014 | $90.000000 | $-103,174.26 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
16.50 | 0014 | $125.000000 | $-1,546.88 | ||||||
0780-5-0A |
STEEL REINUN 615GR60 | LB |
37,735.00 | 0014 | $0.591000 | $-22,299.50 | ||||||
0780-4-0A |
STEEL REINUN 615GR60 | LB |
25,406.00 | 0014 | $0.591000 | $-15,013.68 | ||||||
0780-3-0A |
STEEL REINUN 615GR60 | LB |
26,911.65 | 0014 | $0.591000 | $-15,903.45 | ||||||
0780-2-0A |
STEEL REINUN 615GR60 | LB |
9,416.65 | 0014 | $0.591000 | $-5,564.77 | ||||||
0780-1-0A |
STEEL REINUN 615GR60 | LB |
27,501.65 | 0014 | $0.591000 | $-16,252.11 | ||||||
0780-5-0A |
STEEL REINUN 615GR60 | LB |
10,056.00 | 0015 | $0.591000 | $-5,942.59 | ||||||
0790-1-0A |
STEEL REINCO 615GR60 | LB |
7,357.86 | 0015 | $0.710200 | $-5,225.55 | ||||||
0740-1-0A |
PILES-STEEL HP14X89 | LF |
18.90 | 0016 | $90.000000 | $-1,276.26 | ||||||
0750-1-0A |
PILE POINTS-14 IN | EACH |
1.50 | 0016 | $125.000000 | $-140.63 | ||||||
0780-1-1A |
STEEL REINUN 615GR60 | LB |
13,711.20 | 0017 | $0.591000 | $-10,487.64 | ||||||
0790-1-0A |
STEEL REINCO 615GR60 | LB |
6,479.60 | 0017 | $0.710200 | $-4,601.81 | ||||||
8002-1-0A |
EW~ | LS |
0.07 | 0017 | $4750000.000000 | $-330,330.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0017 | $ | $330,330.00 | ||||||
0780-1-1A |
STEEL REINUN 615GR60 | LB |
5,546.00 | 0018 | $0.591000 | $-4,242.11 | ||||||
8002-1-0A |
EW~ | LS |
0.01 | 0019 | $4750000.000000 | $-66,066.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0019 | $ | $66,066.00 | ||||||
8002-2-1A |
EW~ | LS |
0.03 | 0021 | $4750000.000000 | $-180,151.67 | ||||||
8002-2-0A |
EW~ | LS |
0.09 | 0021 | $4750000.000000 | $-426,675.00 | ||||||
8002-2-1A |
EW~ | LS |
0.05 | 0022 | $4750000.000000 | $-246,523.33 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $246,523.33 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $-660,660.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $47,190.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $-347,025.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $-426,675.00 | ||||||
8002-0-0A |
EW~ |
|
0.00 | 0022 | $ | $180,151.67 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
62.00 | 0034 | $12.630000 | $-783.04 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
722.39 | 0034 | $3.421060 | $-2,471.34 | ||||||
0790-2-0A |
STEEL REINCO 615GR60 | LB |
11,160.00 | 0034 | $0.750000 | $-8,280.72 | ||||||
0790-1-0A |
STEEL REINCO 615GR60 | LB |
8,353.54 | 0034 | $0.710200 | $-5,932.68 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
11.00 | 0035 | $2.200000 | $-24.15 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
11.00 | 0035 | $12.630000 | $-138.93 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
128.16 | 0035 | $3.421060 | $-438.46 | ||||||
0790-2-0A |
STEEL REINCO 615GR60 | LB |
1,941.50 | 0035 | $0.750000 | $-1,440.59 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
454.00 | 0036 | $2.200000 | $-996.77 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
454.00 | 0036 | $12.630000 | $-5,733.88 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
5,289.76 | 0036 | $3.421060 | $-18,096.60 | ||||||
0790-2-1A |
STEEL REINCO 615GR60 | LB |
129,665.50 | 0036 | $0.750000 | $-96,211.79 | ||||||
0790-2-0A |
STEEL REINCO 615GR60 | LB |
27,508.50 | 0036 | $0.750000 | $-20,411.31 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
33.00 | 0037 | $2.200000 | $-72.45 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
33.00 | 0037 | $12.630000 | $-416.78 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
384.49 | 0037 | $3.421060 | $-1,315.39 | ||||||
0790-2-1A |
STEEL REINCO 615GR60 | LB |
11,424.60 | 0037 | $0.750000 | $-8,477.05 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
-62.00 | 0038 | $2.200000 | $136.12 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
-62.00 | 0038 | $12.630000 | $783.04 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
-722.39 | 0038 | $3.421060 | $2,471.34 | ||||||
0790-2-1A |
STEEL REINCO 615GR60 | LB |
-21,464.40 | 0038 | $0.750000 | $15,926.58 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
450.00 | 0039 | $2.200000 | $-987.98 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
450.00 | 0039 | $12.630000 | $-5,683.36 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
5,243.16 | 0039 | $3.421060 | $-17,937.16 | ||||||
0780-1-1A |
STEEL REINUN 615GR60 | LB |
12,941.15 | 0039 | $0.591000 | $-9,898.63 | ||||||
0790-2-1A |
STEEL REINCO 615GR60 | LB |
47,454.30 | 0039 | $0.750000 | $-35,211.09 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
350.00 | 0040 | $2.200000 | $-768.43 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
350.00 | 0040 | $12.630000 | $-4,420.39 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
4,078.01 | 0040 | $3.421060 | $-13,951.13 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
71.00 | 0042 | $2.200000 | $-155.88 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
71.00 | 0042 | $12.630000 | $-896.71 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
827.25 | 0042 | $3.421060 | $-2,830.09 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
20.00 | 0043 | $2.200000 | $-43.91 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
20.00 | 0043 | $12.630000 | $-252.59 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
233.02 | 0043 | $3.421060 | $-797.21 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
50.00 | 0044 | $2.200000 | $-109.78 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
50.00 | 0044 | $12.630000 | $-631.48 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
582.57 | 0044 | $3.421060 | $-1,993.02 | ||||||
0770-3-0A |
STAY IN PL FORMS | CUYD |
140.80 | 0045 | $2.200000 | $-309.13 | ||||||
0770-2-0A |
STAY IN PL FORMS | CUYD |
140.80 | 0045 | $12.630000 | $-1,778.26 | ||||||
0770-1-0A |
STAY IN PL FORMS | SQFT |
1,640.52 | 0045 | $3.421060 | $-5,612.34 | ||||||
0740-10C |
PILES-STEEL HP14X89 | LF |
0.00 | 0048 | $67.500000 | $-112,732.08 | ||||||
0750-10C |
PILE POINTS-14 IN | EACH |
0.00 | 0048 | $93.750000 | $-2,859.35 | ||||||
0770-10C |
STAY IN PL FORMS | SQFT |
0.00 | 0048 | $3.421058 | $-0.02 | ||||||
0770-30C |
STAY IN PL FORMS | CUYD |
0.00 | 0048 | $2.195522 | $-35.79 | ||||||
0780-11C |
STEEL REINUN 615GR60 | LB |
0.00 | 0048 | $0.764895 | $-328.63 | ||||||
8007-10C |
Sheet Piling | EACH |
0.00 | 0062 | $23379.980000 | $-23,379.98 | ||||||
| SUBTOT | $0.01 |
|||||||||||
| Project | DE09400220804 | Fed/State Project Number | BRO 5140 (29) | 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 | 3,193.00 | 3,702.860 | 6,474.860 | 6,474.860 | 18.00 | 116,547.48 | |||
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | TON | 323.00 | 323.000 | 227.630 | 227.630 | 95.00 | 21,624.85 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 4,303.00 | 4,303.000 | 4,700.160 | 4,700.160 | 75.00 | 352,512.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 657.00 | 773.400 | 897.990 | 897.990 | 85.00 | 76,329.15 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 968.00 | 1,001.000 | 1,142.830 | 1,142.830 | 95.00 | 108,568.85 | |||
| 0070 | ENTRANCE PIPE-15 IN | 00440 | LF | 82.55 | 82.550 | 82.550 | 82.550 | 25.00 | 2,063.75 | |||
| 0080 | ENTRANCE PIPE-18 IN | 00441 | LF | 160.55 | 160.550 | 180.550 | 180.550 | 30.00 | 5,416.50 | |||
| 0090 | CULVERT PIPE-18 IN | 00462 | LF | 81.00 | 81.000 | 81.000 | 81.000 | 32.00 | 2,592.00 | |||
| 0100 | CULVERT PIPE-24 IN | 00464 | LF | 279.00 | 279.000 | 279.000 | 279.000 | 65.00 | 18,135.00 | |||
| 0110 | CULVERT PIPE-30 IN | 00466 | LF | 40.20 | 40.200 | 40.200 | 40.200 | 75.00 | 3,015.00 | |||
| 0120 | PERFORATED PIPE-4 IN | 01000 | LF | 1,106.00 | 67.000 | 67.000 | 67.000 | 8.00 | 536.00 | |||
| 0130 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 285.00 | 67.000 | 67.000 | 67.000 | 10.00 | 670.00 | |||
| 0140 | INSPECT & CERTIFY EDGE DRAIN SYSTEM OWEN | 01015 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0150 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0160 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0170 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0180 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0190 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 0200 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,900.00 | 3,800.00 | |||
| 0210 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| 0220 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,000.00 | 8,000.00 | |||
| 0230 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,500.00 | 9,000.00 | |||
| 0240 | ISLAND INTEGRAL CURB | 01845 | LF | 18.00 | 18.000 | 18.000 | 18.000 | 32.00 | 576.00 | |||
| 0250 | STANDARD HEADER CURB | 01875 | LF | 101.00 | 101.000 | 101.000 | 101.000 | 45.00 | 4,545.00 | |||
| 0260 | BARRICADE-TYPE III | 02014 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0270 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 40.00 | 40.000 | 40.000 | 40.000 | 60.00 | 2,400.00 | |||
| 0280 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 152.00 | 152.000 | 152.000 | 152.000 | 75.00 | 11,400.00 | |||
| 0290 | TEMP DITCH | 02159 | LF | 1,929.00 | 1,929.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0300 | ROADWAY EXCAVATION | 02200 | CUYD | 86,168.00 | 86,168.000 | 86,168.000 | 86,168.000 | 5.15 | 443,765.20 | |||
| 0310 | WATER | 02242 | MGAL | 1,550.00 | 1,550.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0320 | CHANNEL LINING CLASS II | 02483 | TON | 1,018.00 | 1,018.000 | 524.020 | 524.020 | 20.00 | 10,480.40 | |||
| 0330 | CHANNEL LINING CLASS III | 02484 | TON | 420.00 | 420.000 | 334.550 | 334.550 | 23.00 | 7,694.65 | |||
| 0340 | CLEARING AND GRUBBING 12.3 ACRES OWEN | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0350 | SIGNS | 02562 | SQFT | 384.00 | 384.000 | 220.500 | 220.500 | 8.00 | 1,764.00 | |||
| 0360 | EDGE KEY | 02585 | LF | 41.00 | 41.000 | 41.000 | 41.000 | 50.00 | 2,050.00 | |||
| 0370 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0380 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 394.00 | 394.000 | 273.600 | 273.600 | 2.00 | 547.20 | |||
| 0390 | MAINTAIN & CONTROL TRAFFIC OWEN | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0400 | TEMP SILT FENCE | 02701 | LF | 1,929.00 | 1,929.000 | 2,400.000 | 2,400.000 | 3.75 | 9,000.00 | |||
| 0410 | SILT TRAP TYPE A | 02703 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0420 | SILT TRAP TYPE B | 02704 | EACH | 15.00 | 15.000 | 10.000 | 10.000 | 250.00 | 2,500.00 | |||
| 0430 | SILT TRAP TYPE C | 02705 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0440 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0450 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0460 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 45.00 | 45.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0470 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,929.00 | 1,929.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0480 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 33.00 | 33.000 | 11.600 | 11.600 | 50.00 | 580.00 | |||
| 0490 | STAKING OWEN | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0500 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,677.00 | 1,677.000 | 1,270.700 | 1,270.700 | 1.34 | 1,702.73 | |||
| 0510 | TEMP MULCH | 05952 | SQYD | 68,337.00 | 68,337.000 | 28,648.000 | 28,648.000 | 0.21 | 6,016.08 | |||
| 0520 | TOPDRESSING FERTILIZER | 05966 | TON | 3.60 | 3.600 | 3.600 | 3.600 | 1,135.00 | 4,086.00 | |||
| 0530 | SEEDING AND PROTECTION | 05985 | SQYD | 68,618.00 | 68,618.000 | 27,792.770 | 27,792.770 | 0.34 | 9,449.54 | |||
| 0540 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 10,080.00 | 10,080.000 | 7,313.200 | 7,313.200 | 0.16 | 1,170.11 | |||
| 0550 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 2,800.00 | 2,800.000 | 10,787.000 | 10,787.000 | 0.20 | 2,157.40 | |||
| 0560 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 14,844.00 | 14,844.000 | 22,611.000 | 22,611.000 | 0.19 | 4,296.09 | |||
| 0570 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0580 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 0.000 | 0.000 | 1.85 | 0.00 | |||
| 0590 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 26.00 | 26.000 | 26.000 | 26.000 | 15.25 | 396.50 | |||
| 0600 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 125.00 | 1,000.00 | |||
| 0610 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 47.25 | 803.25 | |||
| 0620 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 116.00 | 116.000 | 113.000 | 113.000 | 47.25 | 5,339.25 | |||
| 0630 | CONCRETE-CLASS A | 08100 | CUYD | 4.56 | 4.560 | 4.560 | 4.560 | 1,000.00 | 4,560.00 | |||
| 0640 | STEEL REINFORCEMENT | 08150 | LB | 32.00 | 32.000 | 32.000 | 32.000 | 3.00 | 96.00 | |||
| 0650 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 12,474.00 | 12,474.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0660 | FUEL ADJUSTMENT | 10020NS | DOLL | 14,788.00 | 14,788.000 | -41,156.380 | -41,156.380 | 1.00 | -41,156.38 | |||
| 0670 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 11,227.00 | 11,227.000 | -9,276.050 | -42,540.760 | -51,816.810 | 1.00 | -9,276.05 | -51,816.81 | |
| 0680 | GUARDRAIL STEEL W BEAM-S FACE CR | 20060ES719 | LF | 765.50 | 765.500 | 805.000 | 805.000 | 20.53 | 16,526.65 | |||
| 0690 | GUARDRAIL TERMINAL SECT NO.1 CR | 20062ES719 | EACH | 11.00 | 11.000 | 9.000 | 9.000 | 61.55 | 553.95 | |||
| 0700 | GUARDRAIL END TREAT TY 4A-CR | 20312ES719 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,800.00 | 2,800.00 | |||
| 0710 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,808.00 | 7,616.00 | |||
| 0720 | INSTALL SALVAGE RAILING | 23073NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 5000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 200.10 | 200.100 | 200.100 | 200.100 | 8.25 | 1,650.82 | |||
| 8011 | EMULSIFIED ASPHALT RS-2 SHOULDERS OWEN | 00291 | TON | 0.00 | 5.870 | 5.870 | 5.870 | 1,100.00 | 6,457.00 | |||
| 8012 | ASPHALT SEAL AGGREGATE | 00100 | TON | 0.00 | 55.320 | 79.420 | 79.420 | 137.50 | 10,920.25 | |||
| 8014 | SPECIAL EXCAVATION | 02204 | CUYD | 0.00 | 130.500 | 130.500 | 130.500 | 95.00 | 12,397.50 | |||
| 8015 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 0.00 | 16.000 | 16.000 | 16.000 | 30.00 | 480.00 | |||
| 8016 | REMOVE PAVEMENT | 02091 | SQYD | 0.00 | 374.000 | 374.000 | 374.000 | 5.00 | 1,870.00 | |||
| 8018 | FENCE-WOVEN WIRE | 02261 | LF | 0.00 | 185.000 | 185.000 | 185.000 | 16.53 | 3,058.05 | |||
| 8019 | EXPANSION JOINT REPAIR JOINT MATERIAL | 23395EC | LF | 0.00 | 92.000 | 92.000 | 92.000 | 3.50 | 322.00 | |||
| Project | DE09400220804 | Fed/State Project Number | BRO 5140 (29) | Category | 0003 WATERLINE | |||||||
| 0730 | PVC PIPE-3 IN CLASS 250 | 03382 | LF | 2,255.00 | 2,255.000 | 2,200.000 | 2,200.000 | 16.00 | 35,200.00 | |||
| 0740 | INSTALL WATER METER | 03430 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 575.00 | 1,150.00 | |||
| 0750 | RECONNECT SERVICE | 03437 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0760 | FLUSH HYDRANT | 03439 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0770 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0780 | GATE VALVE-3 IN | 03523 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0790 | MARKER | 04800 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 60.00 | 540.00 | |||
| 0800 | SERVICE LINE 3/4 INCH | 20333EN | LF | 40.00 | 40.000 | 25.000 | 25.000 | 20.00 | 500.00 | |||
| 0810 | POLYETHYLENE PIPE-1 IN | 21701EN | LF | 195.00 | 195.000 | 161.000 | 161.000 | 17.00 | 2,737.00 | |||
| 0820 | OPEN CUT W/ PVC ENCASEMENT | 21787ED | LF | 80.00 | 80.000 | 70.000 | 70.000 | 50.00 | 3,500.00 | |||
| 0830 | OPEN CUT W/ STEEL ENCASEMENT | 21788ED | LF | 241.00 | 241.000 | 206.000 | 206.000 | 95.00 | 19,570.00 | |||
| 0840 | BYPASS METER ASSEMBLY-1 IN | 21809NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0850 | DEAD CAP | 21810NN | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0860 | OPEN CUT AND CASE FOR 3 IN WATERLINE | 21863EN | LF | 70.00 | 70.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0870 | WET TAP W/GATE VALVE-3 IN | 22863NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0880 | TIE-IN W/GATE VALVE-3 IN | 22864NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 950.00 | 950.00 | |||
| 0890 | PE WATER MAIN-3 IN | 22865EN | LF | 155.00 | 155.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 8017 | RELOCATE WATER LINE Water Line | 03422 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 10,125.00 | 10,125.00 | |||
| SUBTOT | $-9,276.05 |
$12,266,908.80 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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