Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
Contract ID | 041124 | Estimate Number | 0061 | Estimate Type FINAL | |||
District Office | LEXINGTON (07380) Campbell, Harry B., P.E. | ||||||
Contractor | THE ALLEN COMPANY INC | ADDR SN 1 VC Code VC0000085714 | |||||
3009 ATKINSON AVE SUITE 300 | |||||||
LEXINGTON , KY , 40509 | |||||||
Pay Period | 11/26/2009 TO 11/18/2011 | ||||||
Date Approved | 01/03/2012 | ||||||
Primary Proj Number | D025006404124 | ||||||
Project No. | IM-NH 64-5(62)94, FD04 025 0064 094-095 | ||||||
Primary County | CLARK | ||||||
Name of Road | VAN METER ROAD I-64/KY 1958 INTERCHANGE | ||||||
Description | RECONSTRUCT THE EXISTING KY 1958/I-64 INTERCHANGE AT VAN METER ROAD | ||||||
Date Let | 11/05/2004 | Formal Acceptance | 10/21/2008 | ||||
Date Awarded | 11/10/2004 | Date Work Began | 11/12/2004 | ||||
Date Contract Executed | 11/12/2004 | Open To Traffic | 02/23/2007 | ||||
Date NTP Issued | 11/12/2004 | Actual Completion Date | 02/23/2007 | ||||
Current Contract Amount | $30,501,499.55 |
Total to Date |
Prev to Date |
This Estimate |
||
Original Amount | $27,711,097.57 |
Total Earnings | $29,577,169.76 |
$29,478,369.86 |
$98,799.90 |
|
Percent Complete | 96.97 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
Funds Available | $924,329.79 |
Gross Earnings | $29,577,169.76 |
$29,478,369.86 |
$98,799.90 |
|
Total Change Orders | $2,790,401.98 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
TOTAL | $29,577,169.76 |
$29,478,369.86 |
$98,799.90 |
|||
Contract Id | 041124 | Change Order Summary |
County | CLARK | ||||||
Estimate Nbr | 0061 | Project Number | IM-NH 64-5(62)94, FD04 025 0064 094-095 | |||||||
Contractor | THE ALLEN COMPANY INC | Period | 11/26/2009 TO 11/18/2011 | |||||||
CHANGE ORDERS HISTORY | ||||||||||
CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
001 | Temporary 6 inch water line | Approved | 03/03/2005 | $32,250.00 | 1.0 | |||||
002 | QC/QA and Flowable Fill | Approved | 08/11/2005 | $159,898.40 | 0.0 | |||||
003 | Asphalt and Concrete Pavement Enchancements | Approved | 10/27/2005 | $54,189.89 | 0.0 | |||||
004 | Overruns and Retaining Wall Changes | Approved | 10/05/2006 | $339,323.59 | 0.0 | |||||
005 | Building Removal | Approved | 09/18/2006 | $29,095.00 | 0.0 | |||||
007 | Median Light Pole Base Adapters with Updated Adapter Price | Approved | 02/14/2007 | $32,061.00 | 19.0 | |||||
008 | L-W Fuel & Asph Adj- Signal Work- Curb and Flumes | Approved | 02/11/2008 | $2,143,595.66 | 72.0 | |||||
009 | Liquidated Damages | Approved | 11/28/2007 | $0.00 | 0.0 | |||||
010 | Ride Quality Adjust, Lot Pay Adjustment, Non-Spec Material | Approved | 04/04/2008 | $0.00 | 0.0 | |||||
011 | Cost Plus Remove Conc Median- Underrun Geotextile Fabric | Approved | 01/21/2009 | $-11.56 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
Contract Adjustments |
|
|
Adjustment Description | Est No |
Adjustment Amount |
MILESTONE ADJUSTMENT | 0021 |
$26,000.00 |
LIQUIDATED DAMAGES | 0046 |
$-29,000.00 |
LIQUIDATED DAMAGES | 0046 |
$-23,000.00 |
LIQUIDATED DAMAGES | 0052 |
$52,000.00 |
Line Item Adjustments History | |||||||||
PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
D025006404124 | 0010 | DGA BASE | FUEL | 0015 | 0.00 |
$0.00 |
$4,100.37 |
||
D025006404124 | 0070 | LEVELING & WEDGING PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$13,933.71 |
||
D025006404124 | 0080 | CL3 ASPH BASE 1.50D PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$2,165.75 |
||
D025006404124 | 0090 | CL4 ASPH BASE 1.50D PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$1,187.89 |
||
D025006404124 | 0100 | CL2 ASPH BASE 1.00D PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$835.69 |
||
D025006404124 | 0110 | CL3 ASPH BASE 1.00D PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$9,152.01 |
||
D025006404124 | 0120 | CL3 ASPH BASE 1.00D PG70-22 | FUEL | 0015 | 0.00 |
$0.00 |
$58.27 |
||
D025006404124 | 0130 | CL4 ASPH BASE 1.00D PG64-22 | FUEL | 0015 | 0.00 |
$0.00 |
$5,534.50 |
||
D025006404124 | 0140 | CL4 ASPH BASE 1.00D PG76-22 | FUEL | 0015 | 0.00 |
$0.00 |
$7,352.15 |
||
D025006404124 | 0820 | EMBANKMENT IN PLACE | FUEL | 0015 | 0.00 |
$0.00 |
$15,846.34 |
||
D025006404124 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | Bituminous | 0019 | 0.00 |
$0.00 |
$1,715.43 |
||
D025006404124 | 0070 | LEVELING & WEDGING PG64-22 | Bituminous | 0019 | 0.00 |
$0.00 |
$27,745.59 |
||
D025006404124 | 0080 | CL3 ASPH BASE 1.50D PG64-22 | Bituminous | 0019 | 0.00 |
$0.00 |
$150.65 |
||
D025006404124 | 0100 | CL2 ASPH BASE 1.00D PG64-22 | Bituminous | 0019 | 0.00 |
$0.00 |
$717.69 |
||
D025006404124 | 0110 | CL3 ASPH BASE 1.00D PG64-22 | Bituminous | 0019 | 0.00 |
$0.00 |
$16,722.78 |
||
D025006404124 | 0140 | CL4 ASPH BASE 1.00D PG76-22 | Bituminous | 0019 | 0.00 |
$0.00 |
$27,683.65 |
||
D025006404124 | 0220 | ASPHALT CURING SEAL | Bituminous | 0019 | 0.00 |
$0.00 |
$10.75 |
||
D025006404124 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | FUEL | 0032 | 0.00 |
$0.00 |
$7,695.33 |
||
D025006404124 | 0070 | LEVELING & WEDGING PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$64,511.22 |
||
D025006404124 | 0080 | CL3 ASPH BASE 1.50D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$25,117.04 |
||
D025006404124 | 0100 | CL2 ASPH BASE 1.00D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$22,602.02 |
||
D025006404124 | 0110 | CL3 ASPH BASE 1.00D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$70,175.72 |
||
D025006404124 | 0130 | CL4 ASPH BASE 1.00D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$47,014.89 |
||
D025006404124 | 0140 | CL4 ASPH BASE 1.00D PG76-22 | FUEL | 0032 | 0.00 |
$0.00 |
$26,516.76 |
||
D025006404124 | 0160 | CL2 ASPH SURF 0.38D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$1,777.17 |
||
D025006404124 | 0170 | CL2 ASPH SURF 0.50D PG64-22 | FUEL | 0032 | 0.00 |
$0.00 |
$78.91 |
||
D025006404124 | 0820 | EMBANKMENT IN PLACE | FUEL | 0032 | 0.00 |
$0.00 |
$20,260.36 |
||
D025006404124 | 0020 | DRAINAGE BLANKET-TYPE II-ASPH | Bituminous | 0035 | 0.00 |
$0.00 |
$25,943.96 |
||
D025006404124 | 0070 | LEVELING & WEDGING PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$66,937.62 |
||
D025006404124 | 0080 | CL3 ASPH BASE 1.50D PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$21,267.62 |
||
D025006404124 | 0100 | CL2 ASPH BASE 1.00D PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$26,851.10 |
||
D025006404124 | 0110 | CL3 ASPH BASE 1.00D PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$96,907.14 |
||
D025006404124 | 0130 | CL4 ASPH BASE 1.00D PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$64,409.26 |
||
D025006404124 | 0140 | CL4 ASPH BASE 1.00D PG76-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$13,988.54 |
||
D025006404124 | 0160 | CL2 ASPH SURF 0.38D PG64-22 | Bituminous | 0035 | 0.00 |
$0.00 |
$5,538.82 |
||
D025006404124 | 8025 | FUEL ADJUSTMENT | FUEL | 0052 | 0.00 |
$0.00 |
$-345,916.10 |
||
D025006404124 | 8026 | ASPHALT ADJUSTMENT | Bituminous | 0052 | 0.00 |
$0.00 |
$-396,590.60 |
Contract Id | 041124 | COMMONWEALTH OF KENTUCKY |
County | CLARK | ||||||
Contract No | TRANSPORTATION CABINET |
Primary Project Number | D025006404124 | |||||||
Estimate Nbr | 0061 | Period | 11/26/2009 TO 11/18/2011 | |||||||
Contractor | THE ALLEN COMPANY INC | |||||||||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | 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 | 122,676.00 | 122,676.000 | 125,271.060 | 125,271.060 | 16.50 | 2,066,972.49 | |||
0020 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | TON | 39,272.00 | 39,272.000 | 40,687.740 | 40,687.740 | 32.00 | 1,302,007.68 | |||
0030 | TRAFFIC BOUND BASE | 00020 | TON | 1,000.00 | 1,000.000 | 252.170 | 252.170 | 18.00 | 4,539.06 | |||
0040 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 19,988.00 | 19,988.000 | 18,147.940 | 18,147.940 | 22.65 | 411,050.84 | |||
0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 83.00 | 83.000 | 62.000 | 62.000 | 85.00 | 5,270.00 | |||
0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 411.00 | 411.000 | 597.170 | 597.170 | 50.00 | 29,858.50 | |||
0070 | LEVELING & WEDGING PG64-22 | 00190 | TON | 23,912.00 | 23,912.000 | 33,419.520 | 33,419.520 | 43.15 | 1,442,052.28 | |||
0080 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 24,069.00 | 24,069.000 | 19,940.460 | 19,940.460 | 39.45 | 786,651.14 | |||
0090 | CL4 ASPH BASE 1.50D PG64-22 | 00208 | TON | 8,232.00 | 8,232.000 | 8,103.130 | 8,103.130 | 39.80 | 322,504.57 | |||
0100 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 21,113.00 | 21,113.000 | 22,700.460 | 22,700.460 | 38.10 | 864,887.52 | |||
0110 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 42,135.00 | 42,135.000 | 47,695.520 | 47,695.520 | 39.60 | 1,888,742.59 | |||
0120 | CL3 ASPH BASE 1.00D PG70-22 | 00215 | TON | 11,098.00 | 0.000 | 181.180 | 181.180 | 42.75 | 7,745.44 | |||
0130 | CL4 ASPH BASE 1.00D PG64-22 | 00217 | TON | 28,228.00 | 28,228.000 | 28,437.380 | 28,437.380 | 40.30 | 1,146,026.41 | |||
0140 | CL4 ASPH BASE 1.00D PG76-22 | 00219 | TON | 17,685.00 | 17,685.000 | 17,482.580 | 17,482.580 | 45.50 | 795,457.39 | |||
0150 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 49.00 | 49.000 | 59.910 | 59.910 | 435.00 | 26,060.85 | |||
0160 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,900.00 | 1,900.000 | 3,083.940 | 3,083.940 | 44.00 | 135,693.36 | |||
0170 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 2,030.00 | 2,030.000 | 1,120.120 | 1,120.120 | 41.75 | 46,765.01 | |||
0180 | CL3 ASPH SURF 0.50D PG64-22 | 00312 | TON | 4,999.00 | 4,999.000 | 11,564.100 | 11,564.100 | 41.75 | 482,801.17 | |||
0190 | CL3 ASPH SURF 0.50D PG70-22 | 00313 | TON | 2,933.00 | 0.000 | 0.000 | 0.000 | 45.40 | 0.00 | |||
0200 | CL4 ASPH SURF 0.50A PG76-22 | 00335 | TON | 15,770.00 | 15,770.000 | 12,168.670 | 12,168.670 | 57.40 | 698,481.65 | |||
0210 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 68,411.00 | 68,411.000 | 60,438.250 | 60,438.250 | 1.30 | 78,569.72 | |||
0220 | ASPHALT CURING SEAL | 00358 | TON | 103.00 | 103.000 | 94.850 | 94.850 | 300.00 | 28,455.00 | |||
0230 | ENTRANCE PIPE-15 INCH | 00440 | LF | 159.00 | 159.000 | 131.000 | 131.000 | 30.00 | 3,930.00 | |||
0240 | ENTRANCE PIPE-18 INCH | 00441 | LF | 1,060.00 | 1,060.000 | 1,145.000 | 1,145.000 | 32.00 | 36,640.00 | |||
0250 | CULVERT PIPE-15 INCH | 00461 | LF | 334.00 | 334.000 | 329.000 | 329.000 | 65.00 | 21,385.00 | |||
0260 | CULVERT PIPE-15 INCH NO ALTERNATE | 00461 | LF | 125.00 | 125.000 | 115.000 | 115.000 | 65.00 | 7,475.00 | |||
0270 | CULVERT PIPE-18 INCH | 00462 | LF | 165.00 | 165.000 | 108.000 | 108.000 | 55.00 | 5,940.00 | |||
0280 | CULVERT PIPE-18 INCH NO ALTERNATE | 00462 | LF | 37.00 | 37.000 | 99.000 | 99.000 | 85.00 | 8,415.00 | |||
0290 | CULVERT PIPE-24 INCH | 00464 | LF | 505.00 | 505.000 | 511.000 | 511.000 | 85.00 | 43,435.00 | |||
0300 | CULVERT PIPE-24 INCH NO ALTERNATE | 00464 | LF | 100.00 | 100.000 | 16.000 | 16.000 | 65.00 | 1,040.00 | |||
0310 | CULVERT PIPE-30 INCH | 00466 | LF | 343.00 | 343.000 | 343.000 | 343.000 | 70.00 | 24,010.00 | |||
0320 | CULVERT PIPE-36 INCH | 00468 | LF | 290.00 | 290.000 | 405.000 | 405.000 | 95.00 | 38,475.00 | |||
0330 | CULVERT PIPE-42 INCH NO ALTERNATE | 00469 | LF | 14.00 | 14.000 | 14.000 | 14.000 | 150.00 | 2,100.00 | |||
0340 | CULVERT PIPE-72 INCH NO ALTERNATE | 00474 | LF | 260.00 | 260.000 | 260.000 | 260.000 | 275.00 | 71,500.00 | |||
0350 | STORM SEWER PIPE-18 INCH | 00522 | LF | 317.00 | 317.000 | 303.000 | 303.000 | 45.00 | 13,635.00 | |||
0360 | STORM SEWER PIPE-18 INCH NO ALTERNATE | 00522 | LF | 131.00 | 131.000 | 107.000 | 107.000 | 85.00 | 9,095.00 | |||
0370 | STORM SEWER PIPE-24 INCH | 00524 | LF | 545.00 | 545.000 | 545.000 | 545.000 | 55.00 | 29,975.00 | |||
0380 | STORM SEWER PIPE-24 INCH NO ALTERNATE | 00524 | LF | 20.00 | 20.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
0390 | PERFORATED PIPE-4 INCH | 01000 | LF | 12,968.00 | 12,968.000 | 14,145.500 | 14,145.500 | 4.50 | 63,654.75 | |||
0400 | PERFORATED PIPE-6 INCH | 01001 | LF | 22,015.00 | 22,015.000 | 17,260.000 | 17,260.000 | 4.85 | 83,711.00 | |||
0410 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 433.00 | 433.000 | 324.000 | 324.000 | 18.00 | 5,832.00 | |||
0420 | NON-PERFORATED PIPE-6 INCH | 01011 | LF | 578.00 | 578.000 | 560.000 | 560.000 | 18.00 | 10,080.00 | |||
0430 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
0440 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 24.00 | 24.000 | 19.000 | 19.000 | 475.00 | 9,025.00 | |||
0450 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 475.00 | 2,375.00 | |||
0460 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
0470 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
0480 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 27.00 | 27.000 | 23.000 | 23.000 | 535.00 | 12,305.00 | |||
0490 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | EACH | 13.00 | 13.000 | 4.000 | 4.000 | 555.00 | 2,220.00 | |||
0500 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 535.00 | 2,675.00 | |||
0510 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 555.00 | 2,220.00 | |||
0520 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,430.00 | 4,290.00 | |||
0530 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 2,150.00 | 10,750.00 | |||
0540 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,600.00 | 7,800.00 | |||
0550 | CURB BOX INLET TYPE B | 01480 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,275.00 | 13,100.00 | |||
0560 | DROP BOX INLET TYPE 1 | 01490 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,150.00 | 12,600.00 | |||
0570 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,375.00 | 3,375.00 | |||
0580 | DROP BOX INLET TYPE 5F | 01517 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
0590 | DROP BOX INLET TYPE 13G | 01559 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,300.00 | 4,600.00 | |||
0600 | DROP BOX INLET TYPE 13G | 01559 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,300.00 | 11,500.00 | |||
0610 | CONC MED BARR BOX INLET TY 14A2 | 01614 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,685.00 | 5,685.00 | |||
0620 | CONC MED BARR BOX INLET TY 14B2 | 01615 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 5,685.00 | 51,165.00 | |||
0630 | CONC MED BARR BOX INLET TY 14B1 +-50 MODIFIED | 01616 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,685.00 | 11,370.00 | |||
0640 | CONC MED BARR BOX INLET TY 14B1 -50 | 01616 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,685.00 | 17,055.00 | |||
0650 | CONC MED BARR BOX INLET TY 14B1 B-50 MODIFIED | 01616 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,975.00 | 3,950.00 | |||
0660 | JUNCTION BOX-24 INCH | 01643 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
0670 | FLUME INLET TYPE 1 | 01690 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
0680 | FLUME INLET TYPE 2 | 01691 | EACH | 16.00 | 22.000 | 21.000 | 21.000 | 4,000.00 | 84,000.00 | |||
0690 | LIP CURB AND GUTTER | 01820 | LF | 2,433.00 | 2,433.000 | 3,069.000 | 3,069.000 | 18.65 | 57,236.85 | |||
0700 | ISLAND INTEGRAL CURB | 01845 | LF | 328.00 | 328.000 | 159.000 | 159.000 | 16.50 | 2,623.50 | |||
0710 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 115.00 | 115.000 | 85.000 | 85.000 | 35.00 | 2,975.00 | |||
0720 | ASPHALT WEDGE CURB | 01897 | LF | 5,052.50 | 5,772.500 | 6,354.000 | 6,354.000 | 7.00 | 44,478.00 | |||
0730 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 142.00 | 550.000 | 465.980 | 465.980 | 105.00 | 48,927.90 | |||
0740 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 280.00 | 280.000 | 363.000 | 363.000 | 7.25 | 2,631.75 | |||
0750 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 1,360.00 | 1,360.000 | 1,358.000 | 1,358.000 | 7.25 | 9,845.50 | |||
0760 | RELOCATE TEMP CONC MED BARRIER | 02003 | LF | 18,220.00 | 18,220.000 | 32,550.000 | 32,550.000 | 3.65 | 118,807.50 | |||
0770 | BARRICADE-TYPE III | 02014 | EACH | 21.00 | 21.000 | 14.000 | 14.000 | 300.00 | 4,200.00 | |||
0780 | JPC PAVEMENT-12 INCH | 02070 | SQYD | 5,343.00 | 0.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
0790 | JPC PAVEMENT-8 INCH | 02084 | SQYD | 221.00 | 221.000 | 221.000 | 221.000 | 55.00 | 12,155.00 | |||
0800 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 368.00 | 629.600 | 629.600 | 629.600 | 15.00 | 9,444.00 | |||
0810 | GRANULAR EMBANKMENT | 02223 | CUYD | 27,366.00 | 27,366.000 | 27,417.000 | 27,417.000 | 18.70 | 512,697.90 | |||
0820 | EMBANKMENT IN PLACE | 02230 | CUYD | 333,924.00 | 333,924.000 | 333,924.000 | 333,924.000 | 7.55 | 2,521,126.20 | |||
0830 | WATER | 02242 | MGAL | 6,203.00 | 6,203.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
0840 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 9,689.00 | 9,689.000 | 9,689.000 | 9,689.000 | 4.12 | 39,918.68 | |||
0850 | REMOVE FENCE | 02265 | LF | 8,532.00 | 8,532.000 | 8,532.000 | 8,532.000 | 1.47 | 12,542.04 | |||
0860 | REMOVE & REPLACE FENCE | 02268 | LF | 13,707.00 | 13,707.000 | 18,220.000 | 18,220.000 | 5.59 | 101,849.80 | |||
0870 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 17,893.75 | 17,893.750 | 18,715.000 | 18,715.000 | 14.58 | 272,864.70 | |||
0880 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 9.00 | 9.000 | 14.000 | 14.000 | 39.50 | 553.00 | |||
0890 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,968.00 | 7,872.00 | |||
0900 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 539.00 | 4,851.00 | |||
0910 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 460.00 | 0.00 | |||
0920 | REMOVE GUARDRAIL | 02381 | LF | 12,417.00 | 12,417.000 | 12,028.000 | 12,028.000 | 1.10 | 13,230.80 | |||
0930 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 16.00 | 16.000 | 13.000 | 13.000 | 1,830.00 | 23,790.00 | |||
0940 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 41.00 | 41.000 | 41.000 | 41.000 | 64.40 | 2,640.40 | |||
0950 | CHANNEL LINING CLASS II | 02483 | TON | 5,177.40 | 5,352.400 | 6,414.230 | 6,414.230 | 28.00 | 179,598.44 | |||
0960 | CHANNEL LINING CLASS III | 02484 | TON | 4,778.95 | 4,778.950 | 924.610 | 924.610 | 29.50 | 27,275.99 | |||
0970 | CLEARING AND GRUBBING 67.77 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 108,000.00 | 108,000.00 | |||
0980 | CONCRETE-CLASS B | 02555 | CUYD | 351.00 | 532.100 | 532.100 | 532.100 | 247.00 | 131,428.70 | |||
0990 | SIGNS | 02562 | SQFT | 1,921.50 | 1,921.500 | 1,517.250 | 1,517.250 | 8.50 | 12,896.62 | |||
1000 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 216,683.00 | 210,283.000 | 108,887.600 | 108,887.600 | 1.30 | 141,553.88 | |||
1010 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 295,000.00 | 295,000.00 | |||
1020 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,000.00 | 20,000.00 | |||
1030 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
1040 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 2,256.00 | 2,256.000 | 988.980 | 988.980 | 40.00 | 39,559.20 | |||
1050 | TEMPORARY SILT FENCE | 02701 | LF | 1,286.00 | 1,286.000 | 5,539.000 | 5,539.000 | 2.55 | 14,124.45 | |||
1060 | SAND FOR BLOTTER | 02702 | TON | 330.00 | 330.000 | 409.700 | 409.700 | 30.00 | 12,291.00 | |||
1070 | SILT TRAP TYPE B | 02704 | EACH | 53.00 | 53.000 | 18.000 | 18.000 | 260.00 | 4,680.00 | |||
1080 | SILT CHECK | 02705 | EACH | 159.00 | 159.000 | 152.000 | 152.000 | 75.00 | 11,400.00 | |||
1090 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 53.00 | 53.000 | 1.000 | 1.000 | 245.00 | 245.00 | |||
1100 | CLEAN SILT CHECK | 02708 | EACH | 159.00 | 159.000 | 41.000 | 41.000 | 75.00 | 3,075.00 | |||
1110 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,286.00 | 1,286.000 | 1,522.000 | 1,522.000 | 2.55 | 3,881.10 | |||
1120 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 57.00 | 57.000 | 48.010 | 48.010 | 30.00 | 1,440.30 | |||
1130 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 165,000.00 | 165,000.00 | |||
1140 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,300.00 | 88,300.00 | |||
1150 | FLASHING ARROW | 02775 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
1160 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 6,725.00 | 67,250.00 | |||
1170 | RELOCATE CRASH CUSHION | 02898 | EACH | 20.00 | 20.000 | 17.000 | 17.000 | 675.00 | 11,475.00 | |||
1180 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 32,580.00 | 32,580.000 | 28,660.000 | 28,660.000 | 25.00 | 716,500.00 | |||
1190 | TUBULAR MARKERS | 03225 | EACH | 12.00 | 12.000 | 36.000 | 36.000 | 50.00 | 1,800.00 | |||
1200 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,350.00 | 1,350.00 | |||
1210 | EROSION CONTROL BLANKET | 05950 | SQYD | 11,872.00 | 11,872.000 | 19,850.890 | 19,850.890 | 1.10 | 21,835.97 | |||
1220 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 26,697.00 | 151,697.000 | 115,791.390 | 115,791.390 | 0.17 | 19,684.53 | |||
1230 | TOPDRESSING FERTILIZER | 05966 | TON | 14.17 | 14.170 | 14.000 | 14.000 | 313.15 | 4,384.10 | |||
1240 | SEEDING AND PROTECTION | 05985 | SQYD | 266,970.00 | 266,970.000 | 256,192.150 | 256,192.150 | 0.22 | 56,362.27 | |||
1250 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 68,199.00 | 68,199.000 | 123,324.160 | 123,324.160 | 0.15 | 18,498.62 | |||
1260 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
1270 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 4,000.00 | 84,000.000 | 135,427.500 | 135,427.500 | 0.25 | 33,856.87 | |||
1280 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 260,816.00 | 260,816.000 | 264,457.000 | 264,457.000 | 0.15 | 39,668.55 | |||
1290 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 44,167.00 | 44,167.000 | 72,895.000 | 72,895.000 | 0.20 | 14,579.00 | |||
1300 | PAVE STRIPING REMOVAL-6 INCH | 06531 | LF | 1,800.00 | 31,800.000 | 28,311.000 | 28,311.000 | 0.75 | 21,233.25 | |||
1310 | PAVE STRIPING-THERMO-6 INCH W | 06542 | LF | 50,799.00 | 50,799.000 | 51,516.000 | 51,516.000 | 0.53 | 27,303.48 | |||
1320 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | LF | 28,595.00 | 28,595.000 | 37,783.000 | 37,783.000 | 0.53 | 20,024.99 | |||
1330 | PAVE STRIPING-THERMO-12 INCH W | 06546 | LF | 2,268.00 | 2,268.000 | 0.000 | 0.000 | 1.06 | 0.00 | |||
1340 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 11,798.00 | 11,798.000 | 1,191.000 | 1,191.000 | 2.50 | 2,977.50 | |||
1350 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 103,779.00 | 103,779.000 | 13,677.000 | 13,677.000 | 1.20 | 16,412.40 | |||
1360 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 98,300.00 | 98,300.000 | 7,211.000 | 7,211.000 | 1.20 | 8,653.20 | |||
1370 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 550.00 | 550.000 | 623.000 | 623.000 | 5.00 | 3,115.00 | |||
1380 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 2,612.00 | 2,612.000 | 2,360.000 | 2,360.000 | 1.75 | 4,130.00 | |||
1390 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,339.00 | 1,339.000 | 378.000 | 378.000 | 0.75 | 283.50 | |||
1400 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 66.00 | 66.000 | 83.000 | 83.000 | 60.00 | 4,980.00 | |||
1410 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 125.00 | 375.00 | |||
1420 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | EACH | 5,197.00 | 5,197.000 | 1,178.000 | 1,178.000 | 3.25 | 3,828.50 | |||
1430 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | EACH | 4,923.00 | 4,923.000 | 1,884.000 | 1,884.000 | 3.25 | 6,123.00 | |||
1440 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 161.00 | 161.000 | 341.000 | 341.000 | 17.00 | 5,797.00 | |||
1450 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 12.00 | 12.000 | 148.000 | 148.000 | 17.00 | 2,516.00 | |||
1460 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 990.00 | 990.000 | 958.000 | 958.000 | 17.00 | 16,286.00 | |||
1470 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | EACH | 100.00 | 100.000 | 117.000 | 117.000 | 17.00 | 1,989.00 | |||
1480 | REMOVE PAVEMENT MARKER TYPE V | 06600 | EACH | 308.00 | 308.000 | 648.000 | 648.000 | 7.50 | 4,860.00 | |||
1490 | CONCRETE-CLASS A | 08100 | CUYD | 40.82 | 40.820 | 47.390 | 47.390 | 885.00 | 41,940.15 | |||
1500 | STEEL REINFORCEMENT | 08150 | LB | 1,884.00 | 1,884.000 | 2,506.500 | 2,506.500 | 2.00 | 5,013.00 | |||
1510 | SILT CHECK (MOD) | 20073ES213 | EACH | 30.00 | 30.000 | 13.000 | 13.000 | 175.00 | 2,275.00 | |||
1520 | CLEAN SILT CHECK (MOD) | 20074ES213 | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
1530 | CONC MED BAR TY 14C(50) | 20413ES508 | LF | 9,090.00 | 9,090.000 | 9,172.500 | 9,172.500 | 67.00 | 614,557.50 | |||
1540 | CONC MED BAR TY 14C1(50) | 20414ES508 | LF | 142.00 | 142.000 | 142.000 | 142.000 | 310.00 | 44,020.00 | |||
1550 | CONC MED BAR TY 12C2(50) AT BRIDGE PIERS | 20415ES508 | LF | 366.00 | 366.000 | 266.600 | 266.600 | 115.00 | 30,659.00 | |||
1560 | SAW CUT | 20430ED | LF | 30,178.00 | 30,178.000 | 29,686.000 | 29,686.000 | 1.00 | 29,686.00 | |||
8007 | TEMPORARY GUARDRAIL | 02397 | LF | 0.00 | 8,900.000 | 6,375.000 | 6,375.000 | 8.75 | 55,781.25 | |||
8008 | DROP BOX INLET TYPE 14 | 01577 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,395.00 | 0.00 | |||
8009 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 0.00 | 11,098.000 | 10,394.130 | 10,394.130 | 47.50 | 493,721.17 | |||
8010 | CL3 ASPH SURF 0.50D PG76-22 | 00314 | TON | 0.00 | 2,933.000 | 3,653.980 | 3,653.980 | 50.65 | 185,074.08 | |||
8011 | JPC PAVEMENT-12 INCH | 02070 | SQYD | 0.00 | 5,343.000 | 5,343.000 | 5,343.000 | 72.39 | 386,801.14 | |||
8012 | SIDEWALK RAMP TYPE 1 | 03287 | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 1,675.00 | 5,025.00 | |||
8013 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 0.00 | 300.000 | 248.000 | 248.000 | 2.75 | 682.00 | |||
8014 | RELOCATE SIGN | 98923N | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 395.00 | 395.00 | |||
8016 | CONCRETE BARRIER WALL MODIFIED Retaining Wall Cap | 02000 | LF | 0.00 | 230.000 | 230.000 | 230.000 | 370.00 | 85,100.00 | |||
8017 | EW~ Building Removal | 10098NX | DOLL | 0.00 | 4,285.000 | 4,285.000 | 4,285.000 | 1.00 | 4,285.00 | |||
8020 | MILLED RUMBLE STRIPS | 90723EC | LF | 0.00 | 0.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
8021 | EW~ Milled Rumble Strip Mobilization | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 5,500.00 | 0.00 | |||
8023 | MILLED RUMBLE STRIPS | 20314ED | LF | 0.00 | 13,860.000 | 12,825.000 | 12,825.000 | 0.35 | 4,488.75 | |||
8024 | EW~ Milled Rumble Strip Mobilization Cost | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
8025 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 202,811.500 | 116.930 | 202,137.860 | 202,254.790 | 1.00 | 116.93 | 202,254.79 | |
8026 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 1,446,234.750 | -58.600 | 706,540.380 | 706,481.780 | 1.00 | -58.60 | 706,481.78 | |
8027 | PAVE STRIPING-DUR TY 1-4 IN W | 06554 | LF | 0.00 | 1,500.000 | 1,842.000 | 1,842.000 | 4.30 | 7,920.60 | |||
8028 | PAVE STRIPING-DUR TY 1-4 IN Y | 06555 | LF | 0.00 | 1,500.000 | 524.000 | 524.000 | 4.30 | 2,253.20 | |||
8029 | MOBILIZATION Striping | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
8030 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 0.00 | 300.000 | 290.000 | 290.000 | 1.75 | 507.50 | |||
8031 | TRAFFIC SIGNAL WORK | 22014NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,940.00 | 14,940.00 | |||
8032 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 720.000 | 600.000 | 600.000 | 8.00 | 4,800.00 | |||
8033 | MAINTAIN & CONTROL TRAFFIC Ditch and Dress Work | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
8034 | MOBILIZATION Ditch and Dress Work | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,225.00 | 3,225.00 | |||
8037 | JUNCTION BOX-ELECTRICAL Drainage | 04810 | EACH | 0.00 | 45.000 | 45.000 | 45.000 | 250.00 | 11,250.00 | |||
8038 | RIDE QUALITY ADJUSTMENT ASPH | 10005NS | DOLL | 0.00 | 0.001 | 59,209.660 | 59,209.660 | 1.00 | 59,209.66 | |||
8039 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 57,399.080 | 57,399.080 | 1.00 | 57,399.08 | |||
8040 | NON-SPEC MATERIAL OSS Aluminum Truss-144' Special | 10070NS | DOLL | 0.00 | 0.001 | -31,160.950 | -31,160.950 | 1.00 | -31,160.95 | |||
8041 | COST PLUS WORK REMOVE CONC MEDIAN VAN METER RD | 10080NSD | DOLL | 0.00 | 8,308.440 | 8,308.440 | 8,308.440 | 1.00 | 8,308.44 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0002 SIGNING | |||||||
1570 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,250.00 | 2,250.000 | 475.000 | 475.000 | 14.77 | 7,015.75 | |||
1580 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 2,745.00 | 8,235.00 | |||
1590 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 539.00 | 1,617.00 | |||
1600 | REFERENCE MARKER | 04903 | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 173.00 | 2,768.00 | |||
1610 | OSS GALV STEEL CANTILEVER MOD | 06201 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 15,418.00 | 107,926.00 | |||
1640 | STEEL POST TYPE 2 | 06411 | LF | 1,690.00 | 1,690.000 | 1,318.000 | 1,318.000 | 4.36 | 5,746.48 | |||
1650 | STEEL POST MILE MARKERS | 06412 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 69.25 | 554.00 | |||
1660 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 775.00 | 775.000 | 155.000 | 155.000 | 22.00 | 3,410.00 | |||
1670 | FLEXIBLE DELINEATOR POST-Y | 06418 | EACH | 100.00 | 100.000 | 38.000 | 38.000 | 22.00 | 836.00 | |||
1680 | OSS ALUMINUM 70 FT TRUSS | 06426 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 33,061.00 | 66,122.00 | |||
1710 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 39.00 | 39.000 | 40.000 | 40.000 | 110.00 | 4,400.00 | |||
1720 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 297.20 | 297.200 | 297.200 | 297.200 | 300.00 | 89,160.00 | |||
1730 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 21,681.00 | 21,681.000 | 21,681.000 | 21,681.000 | 1.25 | 27,101.25 | |||
1740 | OSS ALUMINUM TRUSS-144' SPECIAL | 20416ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 67,850.00 | 135,700.00 | |||
1750 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 6.00 | 6.000 | 13.000 | 13.000 | 386.50 | 5,024.50 | |||
1760 | ROADWAY CROSS SECTION | 20419ED | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0004 BRIDGE | |||||||
1770 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 542.00 | 903.700 | 415.420 | 415.420 | 24.30 | 10,094.70 | |||
1780 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 110.40 | 110.400 | 145.733 | 145.733 | 60.00 | 8,743.98 | |||
1790 | MASONRY COATING | 02998 | SQYD | 1,547.00 | 2,257.000 | 2,257.000 | 2,257.000 | 7.00 | 15,799.00 | |||
1800 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 280.00 | 280.000 | 280.000 | 280.000 | 41.00 | 11,480.00 | |||
1810 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 144.00 | 144.000 | 141.710 | 141.710 | 40.00 | 5,668.40 | |||
1820 | FOUNDATION PREPARATION 1244+26.10 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
1830 | FOUNDATION PREPARATION 1279+81.61 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
1840 | FOUNDATION PREPARATION 16+01.15 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
1850 | FOUNDATION PREPARATION 49+99.86 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
1860 | RETAINING WALL | 08018 | SQFT | 12,174.00 | 12,174.000 | 10,432.000 | 10,432.000 | 39.00 | 406,848.00 | |||
1870 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 706.00 | 706.000 | 902.060 | 902.060 | 19.56 | 17,644.29 | |||
1880 | TEST PILES | 08033 | LF | 86.00 | 86.000 | 90.000 | 90.000 | 45.00 | 4,050.00 | |||
1890 | PILES-STEEL HP14X89 | 08051 | LF | 731.00 | 731.000 | 730.570 | 730.570 | 45.00 | 32,875.65 | |||
1900 | PILE POINTS-14 INCH | 08095 | EACH | 38.00 | 38.000 | 38.000 | 38.000 | 100.00 | 3,800.00 | |||
1910 | CONCRETE-CLASS A | 08100 | CUYD | 1,243.40 | 1,243.400 | 1,243.400 | 1,243.400 | 322.00 | 400,374.80 | |||
1920 | CONCRETE-CLASS AA | 08104 | CUYD | 1,329.20 | 1,329.200 | 1,329.200 | 1,329.200 | 322.00 | 428,002.40 | |||
1930 | STEEL REINFORCEMENT | 08150 | LB | 248,521.00 | 248,521.000 | 248,521.000 | 248,521.000 | 0.77 | 191,361.17 | |||
1940 | STEEL REINF-EPOXY COATED | 08151 | LB | 365,701.00 | 365,701.000 | 365,701.000 | 365,701.000 | 0.89 | 325,473.89 | |||
1950 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
1955 | LOW FLOW DIVERSION CURB STA 16+01.15 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
1960 | LOW FLOW DIVERSION CURB STA 1244+26.10 | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,200.00 | 2,200.00 | |||
1970 | PRECAST PC I BEAM TYPE 5 | 08636 | LF | 4,431.30 | 4,431.300 | 4,431.300 | 4,431.300 | 238.00 | 1,054,649.40 | |||
8005 | QC FOR STRUCTURAL AND NONSTRUCTURAL CONC | 20178ES113 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 126,600.00 | 126,600.00 | |||
8006 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 254.000 | 127.000 | 127.000 | 94.60 | 12,014.20 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0005 SIGNALIZATION | |||||||
1980 | CONDUIT-1 1/4 INCH | 04793 | LF | 411.00 | 411.000 | 230.000 | 230.000 | 3.00 | 690.00 | |||
1990 | CONDUIT-2 INCH | 04795 | LF | 679.00 | 679.000 | 516.000 | 516.000 | 6.00 | 3,096.00 | |||
2000 | JUNCTION BOX TYPE B | 04811 | EACH | 15.00 | 15.000 | 17.000 | 17.000 | 500.00 | 8,500.00 | |||
2010 | TRENCHING AND BACKFILLING | 04820 | LF | 886.00 | 886.000 | 716.000 | 716.000 | 3.00 | 2,148.00 | |||
2020 | LOOP WIRE | 04830 | LF | 14,422.00 | 14,422.000 | 14,500.000 | 14,500.000 | 0.50 | 7,250.00 | |||
2030 | CABLE-NO. 14/5C | 04844 | LF | 5,488.00 | 5,488.000 | 5,485.000 | 5,485.000 | 0.50 | 2,742.50 | |||
2040 | CABLE-NO. 14/1 PAIR | 04850 | LF | 14,097.00 | 14,097.000 | 14,710.000 | 14,710.000 | 0.50 | 7,355.00 | |||
2050 | POLE 45 FT WOODEN | 04873 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
2060 | SIGNAL PEDESTAL | 04882 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
2070 | ANCHOR | 04884 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
2080 | MESSENGER-10800 LB | 04885 | LF | 2,399.00 | 2,399.000 | 2,423.000 | 2,423.000 | 5.00 | 12,115.00 | |||
2090 | LOOP SAW SLOT AND FILL | 04895 | LF | 5,052.00 | 5,052.000 | 4,913.000 | 4,913.000 | 6.00 | 29,478.00 | |||
2100 | PEDESTRIAN DETECTOR | 04900 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
2110 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
2120 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 3,000.00 | 42,000.00 | |||
2130 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
2140 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
2150 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
2160 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | EACH | 15.00 | 15.000 | 18.000 | 18.000 | 50.00 | 900.00 | |||
2170 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | EACH | 38.00 | 38.000 | 36.000 | 36.000 | 100.00 | 3,600.00 | |||
2180 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
2190 | INSTALL LED SIGNAL- 4 SECTION | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 100.00 | 200.00 | |||
2200 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
2210 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
8018 | EW~ Signal Strain Pole Foundation | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,810.00 | 24,810.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0006 LIGHTING | |||||||
2220 | POLE 40 FT MTG HT | 04701 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 2,500.00 | 75,000.00 | |||
2230 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 15,000.00 | 75,000.00 | |||
2240 | BRACKET C | 04730 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 250.00 | 7,500.00 | |||
2250 | POLE BASE | 04740 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
2260 | POLE BASE IN MEDIAN WALL | 04741 | EACH | 33.00 | 33.000 | 34.000 | 34.000 | 1,400.00 | 47,600.00 | |||
2270 | POLE BASE-HIGH MAST | 04742 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,000.00 | 25,000.00 | |||
2280 | TRANSFORMER BASE | 04750 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
2290 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 8,500.00 | 8,500.00 | |||
2300 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,500.00 | 9,500.00 | |||
2310 | HPS LUMINAIRE 400 WATT | 04770 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 500.00 | 15,000.00 | |||
2320 | HPS LUMINAIRE HIGH MAST | 04773 | EACH | 26.00 | 26.000 | 26.000 | 26.000 | 650.00 | 16,900.00 | |||
2330 | FUSED CONNECTOR KIT | 04780 | EACH | 60.00 | 60.000 | 60.000 | 60.000 | 45.00 | 2,700.00 | |||
2340 | CONDUIT-2 INCH | 04795 | LF | 860.00 | 860.000 | 817.000 | 817.000 | 20.00 | 16,340.00 | |||
2350 | CONDUIT-3 1/2 INCH | 04798 | LF | 1,200.00 | 1,200.000 | 1,190.000 | 1,190.000 | 30.00 | 35,700.00 | |||
2360 | MARKER | 04800 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 200.00 | 2,000.00 | |||
2370 | JUNCTION BOX-ELECTRICAL | 04810 | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 400.00 | 4,400.00 | |||
2380 | TRENCHING AND BACKFILLING | 04820 | LF | 5,285.00 | 5,285.000 | 5,157.000 | 5,157.000 | 5.00 | 25,785.00 | |||
2390 | WIRE-NO. 12 | 04832 | LF | 2,400.00 | 2,400.000 | 2,700.000 | 2,700.000 | 0.50 | 1,350.00 | |||
2400 | WIRE-NO. 2 | 04836 | LF | 18,800.00 | 18,800.000 | 16,144.000 | 16,144.000 | 1.25 | 20,180.00 | |||
2410 | CABLE-NO. 8/3C DUCTED | 04860 | LF | 3,010.00 | 3,010.000 | 3,337.000 | 3,337.000 | 2.00 | 6,674.00 | |||
2420 | CABLE-NO. 2/3C DUCTED | 04863 | LF | 3,460.00 | 3,460.000 | 3,400.000 | 3,400.000 | 4.00 | 13,600.00 | |||
2430 | REMOVE LIGHTING | 04940 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
2440 | JUNCTION BOX TYPE A | 20391ES835 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,000.00 | 5,000.00 | |||
2450 | JUNCTION BOX TYPE C | 20392ES835 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
2460 | MAINTAIN EXIST LIGHTING OR EQUIVALENT | 20393ES835 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 19,593.00 | 19,593.00 | |||
2470 | PVC CONDUIT-3" IN MEDIAN BARRIER WALL | 20394ES835 | LF | 10,290.00 | 10,290.000 | 9,819.000 | 9,819.000 | 3.05 | 29,947.95 | |||
8019 | EW~ Lighting Pole Mounting Plate | 10094NX | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 695.00 | 0.00 | |||
8022 | EW~ Median Lighting Pole Mounting Plate | 10094NX | EACH | 0.00 | 26.000 | 26.000 | 26.000 | 835.00 | 21,710.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0007 WATERLINE | |||||||
2480 | STEEL ENCASEMENT PIPE-20 INCH | 01076 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 125.00 | 17,500.00 | |||
2490 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | LF | 1,266.00 | 1,266.000 | 1,180.000 | 1,180.000 | 120.00 | 141,600.00 | |||
2500 | DUCTILE IRON PIPE-10 INCH | 01097 | LF | 208.00 | 208.000 | 306.000 | 306.000 | 80.00 | 24,480.00 | |||
2510 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 2,070.00 | 2,070.000 | 2,033.000 | 2,033.000 | 90.00 | 182,970.00 | |||
2520 | REMOVE PIPE | 01310 | LF | 1,800.00 | 1,800.000 | 1,230.000 | 1,230.000 | 8.50 | 10,455.00 | |||
2530 | REMOVE & RESET FIRE HYDRANT | 02605 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
2540 | FIRE HYDRANT | 02606 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
2550 | COPPER PIPE-1 INCH | 03361 | LF | 90.00 | 90.000 | 300.000 | 300.000 | 15.00 | 4,500.00 | |||
2560 | PVC PIPE-2 INCH | 03381 | LF | 50.00 | 50.000 | 80.000 | 80.000 | 15.50 | 1,240.00 | |||
2570 | RECONNECT SERVICE | 03437 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 700.00 | 5,600.00 | |||
2580 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 5,750.00 | 17,250.00 | |||
2590 | GATE VALVE-12 INCH | 03532 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,600.00 | 4,800.00 | |||
2600 | TAPPING SLEEVE & VALVE | 03551 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 2,885.00 | 8,655.00 | |||
2610 | DUCTILE IRON REDUCER-10" X 12" | 20420EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 425.00 | 425.00 | |||
2620 | DUCTILE IRON TEE-12" X 12" X 6" | 20421EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 535.00 | 535.00 | |||
8000 | PVC PIPE-6 INCH | 03385 | LF | 0.00 | 1,925.000 | 1,686.000 | 1,686.000 | 10.60 | 17,871.60 | |||
8001 | TAPPING SLEEVE & VALVE TAPPING SLEEVE AND VALVE 6 X 6 | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,705.00 | 1,705.00 | |||
8002 | TAPPING SLEEVE & VALVE TAPPING SLEEVE AND VALVE 10 X 6 | 03551 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,770.00 | 2,770.00 | |||
8003 | RELOCATE SERVICE RELOCATE TEMPORARY SERVICE | 20151EC | EACH | 0.00 | 3.000 | 4.000 | 4.000 | 790.00 | 3,160.00 | |||
8004 | RELOCATE FIRE HYDRANT FIRE HYDRANT TEMPORARY | 03433 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0008 SEWER | |||||||
2630 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 1,931.00 | 1,931.000 | 1,899.000 | 1,899.000 | 90.00 | 170,910.00 | |||
2640 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 878.00 | 878.000 | 878.000 | 878.000 | 120.00 | 105,360.00 | |||
2650 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | LF | 830.00 | 830.000 | 842.000 | 842.000 | 85.00 | 71,570.00 | |||
2660 | REMOVE PIPE | 01310 | LF | 2,724.00 | 2,724.000 | 1,826.000 | 1,826.000 | 14.00 | 25,564.00 | |||
2670 | REMOVE MANHOLE | 01787 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
2680 | SANITARY SEWER MANHOLE | 01799 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 3,000.00 | 39,000.00 | |||
2690 | PVC PIPE-6 INCH | 03385 | LF | 230.00 | 230.000 | 165.000 | 165.000 | 55.00 | 9,075.00 | |||
2700 | PVC PIPE-8 INCH | 03387 | LF | 1,066.00 | 1,066.000 | 1,081.000 | 1,081.000 | 60.00 | 64,860.00 | |||
2710 | TIE-IN | 03479 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 2,800.00 | 36,400.00 | |||
2720 | CONCRETE ENCASEMENT | 20057ES601 | LF | 185.00 | 185.000 | 182.000 | 182.000 | 35.00 | 6,370.00 | |||
2730 | CONCRETE CAP | 20097ES601 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
2740 | STEEL ENCASEMENT PIPE-32" | 20472EC | LF | 154.00 | 154.000 | 154.000 | 154.000 | 250.00 | 38,500.00 | |||
2760 | DROP MANHOLE PRECAST INSIDE | 20240ES408 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
2770 | DROP MANHOLE PRECAST OUTSIDE | 20240ES408 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 5,000.00 | 30,000.00 | |||
2780 | PLUG MANHOLE | 20242ED | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
2790 | PAVEMENT RESTORATION | 20422EC | SQYD | 360.00 | 360.000 | 360.000 | 360.000 | 30.00 | 10,800.00 | |||
2800 | WATERTIGHT FRAME AND LID | 20423EC | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 345.00 | 1,725.00 | |||
2810 | CONNECT TO EXIST MANHOLE | 20424EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
2820 | ABANDON MANHOLE | 20425ED | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 250.00 | 1,500.00 | |||
2830 | SANITARY SEWER CLEANOUT-2 WAY | 20426EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 585.00 | 1,170.00 | |||
2840 | DIP GRAVITY SEWER-30" | 20427EC | LF | 256.00 | 256.000 | 247.000 | 247.000 | 200.00 | 49,400.00 | |||
2850 | DIP GRAVITY SEWER-36" | 20428EC | LF | 150.00 | 150.000 | 139.000 | 139.000 | 255.00 | 35,445.00 | |||
2860 | STEEL ENCASEMENT PIPE-48" | 20429EC | LF | 166.00 | 166.000 | 152.000 | 152.000 | 270.00 | 41,040.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0009 DEMOBILIZATION | |||||||
2870 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 645,000.00 | 645,000.00 | |||
2880 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 400,000.00 | 100,000.00 | 400,000.00 | |
8035 | LIQUIDATED DAMAGES LD | 10111NS | DOLL | 0.00 | 0.001 | -52,000.000 | -52,000.000 | 1.00 | -52,000.00 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0010 SIGNING-BASE GALV STEEL ALT | |||||||
1620 | GMSS GALV STEEL TYPE A | 06400 | LB | 17,110.00 | 17,110.000 | 14,887.170 | 14,887.170 | 1.27 | 18,906.70 | |||
1700 | GMSS GALV STEEL TYPE B | 06440 | LB | 18,002.00 | 18,002.000 | 15,783.000 | 15,783.000 | 1.57 | 24,779.31 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0012 SIGNING-SIGN MATERIAL ALUM | |||||||
2890 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 3,880.00 | 3,880.000 | 4,013.500 | 4,013.500 | 13.15 | 52,777.52 | |||
2900 | SBM ALUM SHEET SIGNS .080 INCH | 06406 | SQFT | 148.00 | 148.000 | 210.100 | 210.100 | 7.75 | 1,628.27 | |||
2910 | SBM ALUM SHEET SIGNS .125 INCH | 06407 | SQFT | 505.00 | 505.000 | 534.750 | 534.750 | 8.95 | 4,786.01 | |||
Project | D025006404124 | Fed/State Project Number | IM-NH 64-5(62)94 | Category | 0014 TRAINEES | |||||||
2940 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 1,000.000 | 1,000.000 | 1.00 | 1,000.00 | |||
2950 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 1,257.000 | 1,257.000 | 1.00 | 1,257.00 | |||
SUBTOT | $100,058.33 |
$29,216,518.34 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1970-1-0I |
STOCKPILED BRIDGE BEAMS | LF |
2,084.00 | 0006 | $176.900000 | $368,659.60 | ||||||
2220-1-0I |
40' MTG HT Poles | EACH |
30.00 | 0019 | $1090.171660 | $32,705.14 | ||||||
2230-1-0I |
120' High Mast Poles & Anchor Bolts | EACH |
5.00 | 0019 | $15494.668000 | $77,473.34 | ||||||
2240-1-0I |
40' MTG HT Pole Arms | EACH |
30.00 | 0019 | $204.305000 | $6,129.15 | ||||||
2310-1-0I |
400w Lighting | EACH |
30.00 | 0019 | $861.689660 | $25,850.68 | ||||||
2320-1-0I |
1000w Lighting | EACH |
26.00 | 0019 | $861.689610 | $22,403.92 | ||||||
1860-1-0I |
Deleted Retaining Wall Panels | SQFT |
714.40 | 0020 | $12.560000 | $8,972.86 | ||||||
1970-1-0A |
STOCKPILED BRIDGE BEAMS | LF |
2,084.00 | 0013 | $176.900000 | $-368,659.60 | ||||||
2230-1-0A |
120' High Mast Poles & Anchor Bolts | EACH |
5.00 | 0026 | $15494.668000 | $-77,473.34 | ||||||
2320-1-0A |
1000w Lighting | EACH |
26.00 | 0028 | $861.689610 | $-22,403.92 | ||||||
2220-1-0A |
40' MTG HT Poles | EACH |
30.00 | 0046 | $1090.171660 | $-32,705.14 | ||||||
2240-1-0A |
40' MTG HT Pole Arms | EACH |
30.00 | 0046 | $204.305000 | $-6,129.15 | ||||||
2310-1-0A |
400w Lighting | EACH |
30.00 | 0046 | $861.689660 | $-25,850.68 | ||||||
1860-10C |
Deleted Retaining Wall Panels | SQFT |
0.00 | 0045 | $12.559994 | $-8,972.86 | ||||||
SUBTOT | $0.00 |
Project | D025006404125 | Fed/State Project Number | FD04 025 0064 094-095 | Category | 0001 NON-PARTICIPATING | |||||||
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 | |
8015 | REIMBURSEMENT Deleted MSE Wall | 10299N | DOLL | 0.00 | 8,973.580 | 8,973.580 | 8,973.580 | 1.00 | 8,973.58 | |||
Project | D025006404125 | Fed/State Project Number | FD04 025 0064 094-095 | Category | 0015 NON PARTICIPATING ADDED 11/16/07 | |||||||
8035 | FUEL ADJUSTMENT NON PARTICIPATING | 10020NS | DOLL | 0.00 | 288,555.510 | 23.410 | 289,602.360 | 289,625.770 | 1.00 | 23.41 | 289,625.77 | |
8036 | ASPHALT ADJUSTMENT NON PARTICIPATING | 10030NS | DOLL | 0.00 | 120,053.900 | -1,281.840 | 63,333.640 | 62,051.800 | 1.00 | -1,281.84 | 62,051.80 | |
SUBTOT | $-1,258.43 |
$29,577,169.49 |
||||||||||
LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
SUBTOT | $0.00 |