|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:03/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 061258 | Estimate Number | 0049 | Estimate Type FINAL | |||
| District Office | SOMERSET (08300) Chaney, William G. P.E. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | ADDR SN 2 VC Code VC0000092418 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 05/04/2011 TO 03/12/2012 | ||||||
| Date Approved | 05/29/2012 | ||||||
| Primary Proj Number | DE1000NEW0658 | ||||||
| Project No. | STP 3012 (010), STPS 3000 (618) | ||||||
| Primary County | PULASKI | ||||||
| Name of Road | SOMERSET SOUTHWEST BY-PASS | ||||||
| Description | SOMERSET SW BYPASS, FROM US 27 TO N. OF OAK HILL RD; KY 1642 REALIGNMENT AND CONST OF RT TURN LANE W/ FLASHING BEACON | ||||||
| Date Let | 10/27/2006 | Formal Acceptance | 06/01/2009 | ||||
| Date Awarded | 11/17/2006 | Date Work Began | 12/21/2006 | ||||
| Date Contract Executed | 12/14/2006 | Open To Traffic | 06/03/2008 | ||||
| Date NTP Issued | 12/14/2006 | Actual Completion Date | 06/03/2008 | ||||
| Current Contract Amount | $20,375,872.09 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $20,289,060.52 |
Total Earnings | $19,544,656.24 |
$19,449,193.43 |
$95,462.81 |
|
| Percent Complete | 95.93 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $829,861.96 |
Gross Earnings | $19,544,656.25 |
$19,449,193.44 |
$95,462.81 |
|
| Total Change Orders | $86,811.57 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $19,546,010.13 |
$19,450,547.32 |
$95,462.81 |
|||
| Contract Id | 061258 | Change Order Summary |
County | PULASKI | ||||||
| Estimate Nbr | 0049 | Project Number | STP 3012 (010), STPS 3000 (618) | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 05/04/2011 TO 03/12/2012 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Change from Lime Stabilization to Rock Roadbed, Utility , | Approved | 05/13/2008 | $91,851.68 | 1.0 | |||||
| 002 | KY 914 Median Revision and Sawed-In Rumble Strips | Approved | 07/31/2008 | $-850.00 | 1.0 | |||||
| 003 | Fill Gap in Sound Barrier Wall (Cost Plus) | Approved | 01/21/2009 | $-4,190.11 | 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 |
||
| DE1000NEW0658 | 1630 | DEMOBILIZATION | OTHER | 0023 | 0.00 |
$0.00 |
$40,000.00 |
||
| DE10016420659 | 0710 | DEMOBILIZATION | OTHER | 0023 | 0.00 |
$0.00 |
$-40,000.00 |
||
| DE1000NEW0658 | 1630 | DEMOBILIZATION | OTHER | 0024 | 0.00 |
$0.00 |
$45,000.00 |
||
| DE10016420659 | 0710 | DEMOBILIZATION | OTHER | 0024 | 0.00 |
$0.00 |
$-45,000.00 |
||
| DE1000NEW0658 | 1630 | DEMOBILIZATION | OTHER | 0025 | 0.00 |
$0.00 |
$72,080.00 |
||
| DE10016420659 | 0710 | DEMOBILIZATION | OTHER | 0025 | 0.00 |
$0.00 |
$-72,080.00 |
||
| DE1000NEW0658 | 1630 | DEMOBILIZATION | OTHER | 0028 | 0.00 |
$0.00 |
$20,000.00 |
||
| DE10016420659 | 0710 | DEMOBILIZATION | OTHER | 0028 | 0.00 |
$0.00 |
$-20,000.00 |
||
| DE1000NEW0658 | 0080 | CL3 ASPH BASE 1.00D PG64-22 | HMA THICKNESS DEDUCTION | 0030 | -87.65 |
$49.00 |
$-4,294.85 |
||
| DE1000NEW0658 | 0090 | CL3 ASPH BASE 1.00D PG76-22 | HMA THICKNESS DEDUCTION | 0030 | -43.82 |
$56.85 |
$-2,491.17 |
||
| DE1000NEW0658 | 0140 | CL3 ASPH SURF 0.50A PG76-22 | RIDEABILITY | 0030 | 8,139.89 |
$1.00 |
$8,139.89 |
||
| DE1000NEW0658 | 1630 | DEMOBILIZATION | OTHER | 0031 | 0.00 |
$0.00 |
$-177,080.00 |
||
| DE10016420659 | 0710 | DEMOBILIZATION | OTHER | 0031 | 0.00 |
$0.00 |
$177,080.00 |
||
| DE1000NEW0658 | 0090 | CL3 ASPH BASE 1.00D PG76-22 | OTHER | 0046 | 0.00 |
$0.00 |
$-862.78 |
||
| DE10016420659 | 0080 | CL2 ASPH SURF 0.38C PG64-22 | OTHER | 0046 | 0.00 |
$0.00 |
$862.78 |
||
| DE1000NEW0658 | 0090 | CL3 ASPH BASE 1.00D PG76-22 | OTHER | 0047 | 0.00 |
$0.00 |
$862.78 |
||
| DE10016420659 | 0080 | CL2 ASPH SURF 0.38C PG64-22 | OTHER | 0047 | 0.00 |
$0.00 |
$-862.78 |
||
| Contract Id | 061258 | COMMONWEALTH OF KENTUCKY |
County | PULASKI | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE1000NEW0658 | |||||||
| Estimate Nbr | 0049 | Period | 05/04/2011 TO 03/12/2012 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | 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 STONE BASE | 00003 | TON | 94,878.90 | 94,878.900 | 93,017.130 | 93,017.130 | 14.65 | 1,362,700.95 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 109,348.00 | 0.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0030 | LIME | 00014 | TON | 1,988.00 | 0.000 | 0.000 | 0.000 | 127.00 | 0.00 | |||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 1,500.000 | 312.770 | 312.770 | 21.70 | 6,787.10 | |||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 20.00 | 20.000 | 260.490 | 260.490 | 40.50 | 10,549.84 | |||
| 0060 | ASPHALT SEAL AGGREGATE | 00100 | TON | 425.70 | 425.700 | 434.880 | 434.880 | 75.00 | 32,616.00 | |||
| 0070 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 18,181.30 | 18,181.300 | 20,026.400 | 20,026.400 | 52.00 | 1,041,372.80 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 42,351.30 | 42,701.300 | 41,368.150 | 41,368.150 | 49.00 | 2,027,039.35 | |||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 20,824.20 | 20,824.200 | 20,142.220 | 20,142.220 | 56.85 | 1,145,085.20 | |||
| 0100 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 51.10 | 51.100 | 52.860 | 52.860 | 495.00 | 26,165.70 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,491.80 | 1,491.800 | 3,253.320 | 3,253.320 | 77.50 | 252,132.30 | |||
| 0120 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | TON | 1,102.00 | 1,102.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0130 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | TON | 3,574.20 | 3,699.200 | 2,643.170 | 2,643.170 | 61.00 | 161,233.37 | |||
| 0140 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | TON | 11,049.90 | 11,049.900 | 11,439.760 | 11,439.760 | 83.00 | 949,500.08 | |||
| 0150 | ASPHALT PLACEMENT WITH MTV | 00338 | TON | 69,388.10 | 69,388.100 | 65,975.510 | 65,975.510 | 2.25 | 148,444.89 | |||
| 0160 | ASPHALT CURING SEAL | 00358 | TON | 218.70 | 0.700 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0170 | ENTRANCE PIPE-15 INCH | 00440 | LF | 1,707.00 | 1,752.000 | 1,819.000 | 1,819.000 | 34.00 | 61,846.00 | |||
| 0180 | ENTRANCE PIPE-18 INCH | 00441 | LF | 498.00 | 498.000 | 558.000 | 558.000 | 39.00 | 21,762.00 | |||
| 0190 | ENTRANCE PIPE-24 INCH | 00443 | LF | 341.00 | 341.000 | 487.000 | 487.000 | 51.00 | 24,837.00 | |||
| 0200 | ENTRANCE PIPE-30 INCH | 00445 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 65.00 | 3,250.00 | |||
| 0210 | CULVERT PIPE-15 INCH | 00461 | LF | 257.00 | 257.000 | 272.000 | 272.000 | 50.00 | 13,600.00 | |||
| 0220 | CULVERT PIPE-18 INCH | 00462 | LF | 3,409.00 | 3,409.000 | 3,490.000 | 3,490.000 | 58.00 | 202,420.00 | |||
| 0230 | CULVERT PIPE-24 INCH | 00464 | LF | 803.00 | 803.000 | 803.000 | 803.000 | 78.00 | 62,634.00 | |||
| 0240 | CULVERT PIPE-30 INCH | 00466 | LF | 1,060.00 | 1,060.000 | 1,060.000 | 1,060.000 | 70.00 | 74,200.00 | |||
| 0250 | CULVERT PIPE-36 INCH | 00468 | LF | 702.00 | 702.000 | 702.000 | 702.000 | 122.00 | 85,644.00 | |||
| 0260 | CULVERT PIPE-42 INCH | 00469 | LF | 332.00 | 332.000 | 332.000 | 332.000 | 122.00 | 40,504.00 | |||
| 0270 | CULVERT PIPE-48 INCH | 00470 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 139.00 | 15,985.00 | |||
| 0280 | STORM SEWER PIPE-15 INCH | 00521 | LF | 1,480.00 | 1,480.000 | 1,488.000 | 1,488.000 | 48.00 | 71,424.00 | |||
| 0290 | STORM SEWER PIPE-18 INCH | 00522 | LF | 698.00 | 698.000 | 698.000 | 698.000 | 71.00 | 49,558.00 | |||
| 0300 | STORM SEWER PIPE-24 INCH | 00524 | LF | 493.00 | 493.000 | 543.000 | 543.000 | 62.00 | 33,666.00 | |||
| 0310 | STORM SEWER PIPE-36 INCH | 00528 | LF | 93.00 | 93.000 | 93.000 | 93.000 | 103.00 | 9,579.00 | |||
| 0320 | PERFORATED PIPE-4 INCH | 01000 | LF | 2,240.00 | 2,240.000 | 590.000 | 590.000 | 21.00 | 12,390.00 | |||
| 0330 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 320.00 | 320.000 | 120.000 | 120.000 | 22.00 | 2,640.00 | |||
| 0340 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 410.00 | 0.00 | |||
| 0350 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 11.00 | 11.000 | 4.000 | 4.000 | 420.00 | 1,680.00 | |||
| 0360 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 34.00 | 34.000 | 34.000 | 34.000 | 2,320.00 | 78,880.00 | |||
| 0370 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 2,840.00 | 36,920.00 | |||
| 0380 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,810.00 | 7,620.00 | |||
| 0390 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 4,430.00 | 22,150.00 | |||
| 0400 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 19.000 | 19.000 | 19.000 | 3,710.00 | 70,490.00 | |||
| 0410 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,780.00 | 2,780.00 | |||
| 0420 | DROP BOX INLET TYPE 3 | 01496 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,910.00 | 11,640.00 | |||
| 0430 | DROP BOX INLET TYPE 5B | 01505 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,840.00 | 2,840.00 | |||
| 0440 | DROP BOX INLET TYPE 5C | 01508 | EACH | 3.00 | 4.000 | 3.000 | 3.000 | 2,840.00 | 8,520.00 | |||
| 0450 | DROP BOX INLET TYPE 5D | 01511 | EACH | 33.00 | 33.000 | 34.000 | 34.000 | 2,840.00 | 96,560.00 | |||
| 0460 | DROP BOX INLET TYPE 13S | 01568 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 2,580.00 | 43,860.00 | |||
| 0470 | JUNCTION BOX | 01650 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,860.00 | 1,860.00 | |||
| 0480 | SPRING BOX INLET TYPE B | 01670 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,580.00 | 5,160.00 | |||
| 0490 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | EACH | 13.00 | 13.000 | 0.000 | 0.000 | 103.00 | 0.00 | |||
| 0500 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 6,190.00 | 6,190.00 | |||
| 0510 | STANDARD CURB AND GUTTER | 01810 | LF | 1,384.00 | 1,384.000 | 1,378.000 | 1,378.000 | 22.20 | 30,591.60 | |||
| 0520 | STANDARD HEADER CURB | 01875 | LF | 420.20 | 420.200 | 498.000 | 498.000 | 26.80 | 13,346.40 | |||
| 0530 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 2,203.00 | 2,203.000 | 2,052.730 | 2,052.730 | 61.90 | 127,063.98 | |||
| 0540 | MOUNTABLE MEDIAN TYPE 6A | 01949 | SQYD | 1,099.00 | 1,099.000 | 856.690 | 856.690 | 17.06 | 14,615.13 | |||
| 0550 | BARRICADE-TYPE III | 02014 | EACH | 11.00 | 11.000 | 25.000 | 25.000 | 210.00 | 5,250.00 | |||
| 0560 | REMOVE PAVEMENT | 02091 | SQYD | 11,649.00 | 11,649.000 | 11,649.000 | 11,649.000 | 2.30 | 26,792.70 | |||
| 0570 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | SQYD | 797.00 | 797.000 | 1,023.170 | 1,023.170 | 47.90 | 49,009.84 | |||
| 0580 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 79.00 | 79.000 | 222.920 | 222.920 | 61.86 | 13,789.83 | |||
| 0590 | TEMPORARY DITCH | 02159 | LF | 15,467.00 | 15,467.000 | 800.000 | 800.000 | 1.70 | 1,360.00 | |||
| 0600 | GRANULAR EMBANKMENT | 02223 | CUYD | 6,204.00 | 6,204.000 | 1,942.710 | 1,942.710 | 22.00 | 42,739.62 | |||
| 0610 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0620 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 33,226.00 | 33,226.000 | 33,565.000 | 33,565.000 | 5.10 | 171,181.50 | |||
| 0630 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,227.00 | 1,227.000 | 1,288.750 | 1,288.750 | 18.30 | 23,584.12 | |||
| 0640 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 10.00 | 10.000 | 13.000 | 13.000 | 41.20 | 535.60 | |||
| 0650 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 619.00 | 619.00 | |||
| 0660 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,040.00 | 4,080.00 | |||
| 0670 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 52.00 | 52.000 | 51.000 | 51.000 | 82.50 | 4,207.50 | |||
| 0680 | CLEAN SINKHOLE | 02469 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 2,130.00 | 8,520.00 | |||
| 0690 | FILL AND CAP SINKHOLE | 02471 | EACH | 1.00 | 4.000 | 4.000 | 4.000 | 2,910.00 | 11,640.00 | |||
| 0700 | CHANNEL LINING CLASS II | 02483 | TON | 6,901.00 | 6,901.000 | 7,566.900 | 7,566.900 | 23.20 | 175,552.08 | |||
| 0710 | CHANNEL LINING CLASS III | 02484 | TON | 7,911.00 | 7,911.000 | 2,187.310 | 2,187.310 | 20.80 | 45,496.04 | |||
| 0720 | CLEARING AND GRUBBING 140 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 96,600.00 | 96,600.00 | |||
| 0730 | SIGNS | 02562 | SQFT | 1,402.90 | 1,402.900 | 1,498.450 | 1,498.450 | 7.90 | 11,837.75 | |||
| 0740 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 28,300.00 | 28,300.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0750 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 141,650.00 | 211,650.000 | 200,917.780 | 200,917.780 | 1.40 | 281,284.89 | |||
| 0760 | MAINTAIN & CONTROL TRAFFIC SYP NO. 08-00259.10 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 339,400.00 | 339,400.00 | |||
| 0770 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 899.00 | 899.000 | 893.180 | 893.180 | 30.00 | 26,795.40 | |||
| 0780 | TEMPORARY SILT FENCE | 02701 | LF | 2,393.00 | 2,393.000 | 4,151.000 | 4,151.000 | 6.10 | 25,321.10 | |||
| 0790 | SAND FOR BLOTTER | 02702 | TON | 273.40 | 0.400 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0800 | SILT TRAP TYPE A | 02703 | EACH | 10.00 | 10.000 | 11.000 | 11.000 | 1,000.00 | 11,000.00 | |||
| 0810 | SILT TRAP TYPE B | 02704 | EACH | 341.00 | 341.000 | 203.000 | 203.000 | 212.00 | 43,036.00 | |||
| 0820 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 30.00 | 30.000 | 2.000 | 2.000 | 64.00 | 128.00 | |||
| 0830 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 1,023.00 | 1,023.000 | 59.000 | 59.000 | 56.00 | 3,304.00 | |||
| 0840 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 7,179.00 | 7,179.000 | 100.000 | 100.000 | 0.50 | 50.00 | |||
| 0850 | STAKING SYP NO. 08-00259.10 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 187,400.00 | 187,400.00 | |||
| 0860 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 6,000.00 | 36,000.00 | |||
| 0870 | EROSION CONTROL BLANKET | 05950 | SQYD | 44,703.00 | 44,703.000 | 74,304.603 | 74,304.603 | 1.30 | 96,595.98 | |||
| 0880 | TEMPORARY MULCH | 05952 | SQYD | 480,370.00 | 480,370.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0890 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 245,000.00 | 245,000.000 | 43,402.140 | 43,402.140 | 0.21 | 9,114.44 | |||
| 0900 | TOPDRESSING FERTILIZER | 05966 | TON | 25.30 | 25.300 | 6.000 | 6.000 | 490.00 | 2,940.00 | |||
| 0910 | SEEDING AND PROTECTION | 05985 | SQYD | 489,300.00 | 489,300.000 | 412,688.840 | 412,688.840 | 0.27 | 111,425.98 | |||
| 0920 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 50,400.00 | 50,400.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0930 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 125,200.00 | 125,200.000 | 118,161.000 | 118,161.000 | 0.19 | 22,450.59 | |||
| 0940 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 125,200.00 | 125,200.000 | 109,270.000 | 109,270.000 | 0.19 | 20,761.30 | |||
| 0950 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 4,500.00 | 4,500.000 | 4,501.500 | 4,501.500 | 0.77 | 3,466.15 | |||
| 0960 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 8,000.00 | 8,000.000 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0970 | PAVEMENT MARKER TYPE V-MY | 06590 | EACH | 107.00 | 107.000 | 122.000 | 122.000 | 22.40 | 2,732.80 | |||
| 0980 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 88.00 | 88.000 | 49.000 | 49.000 | 22.40 | 1,097.60 | |||
| 0990 | PAVEMENT MARKER TYPE V-B W/R | 06592 | EACH | 365.00 | 365.000 | 926.000 | 926.000 | 22.40 | 20,742.40 | |||
| 1000 | CONCRETE-CLASS A | 08100 | CUYD | 61.94 | 61.940 | 61.940 | 61.940 | 900.00 | 55,746.00 | |||
| 1010 | STEEL REINFORCEMENT | 08150 | LB | 3,473.00 | 3,473.000 | 3,473.000 | 3,473.000 | 1.24 | 4,306.52 | |||
| 1020 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 197,150.00 | 197,150.000 | 23,835.310 | 75,594.310 | 99,429.620 | 1.00 | 23,835.31 | 99,429.62 | |
| 1030 | FUEL ADJUSTMENT | 10020NS | DOLL | 187,240.00 | 187,240.000 | 282,511.280 | 282,511.280 | 1.00 | 282,511.28 | |||
| 1040 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 177,435.00 | 144,435.000 | -206,781.220 | -206,781.220 | 1.00 | -206,781.22 | |||
| 1050 | SILT TRAP TYPE C | 20496NS843 | EACH | 46.00 | 46.000 | 71.000 | 71.000 | 360.00 | 25,560.00 | |||
| 1060 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 138.00 | 138.000 | 51.000 | 51.000 | 93.00 | 4,743.00 | |||
| 1070 | INSTALL PROJECT ID SIGN (72" X 120") | 21132NC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 217.00 | 217.00 | |||
| 1080 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 42,600.00 | 42,600.000 | 12,716.900 | 12,716.900 | 1.00 | 12,716.90 | |||
| 1090 | CONTRACTOR QAS SYP NO. 08-00259.10 | 21539NN11A | LS | 1.00 | 1.000 | 1.000 | 1.000 | 236,800.00 | 236,800.00 | |||
| 1100 | EMBANKMENT | 21553EN | CUYD | 617,776.00 | 601,370.000 | 609,946.540 | 609,946.540 | 1.82 | 1,110,102.70 | |||
| 1110 | EXCAVATION | 21554EN | CUYD | 618,843.00 | 701,395.000 | 709,965.540 | 709,965.540 | 6.40 | 4,543,779.45 | |||
| 8000 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 200.000 | 200.000 | 200.000 | 1.70 | 340.00 | |||
| 8002 | SPRING BOX INLET TYPE A | 01660 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,580.00 | 2,580.00 | |||
| 8004 | REMOVE BILLBOARD | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 8005 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 75.000 | 75.000 | 75.000 | 120.00 | 9,000.00 | |||
| 8006 | SEEDING AND PROTECTION MIXTURE III | 05985 | SQYD | 0.00 | 1,000.000 | 0.000 | 0.000 | 0.34 | 0.00 | |||
| 8008 | REMOVE ISLAND | 20279EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 8009 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 0.00 | 55,000.000 | 52,130.000 | 52,130.000 | 0.33 | 17,202.90 | |||
| 8010 | COST PLUS WORK SOUND BARRIER WALL | 10080NSD | DOLL | 0.00 | 6,659.890 | 6,659.890 | 6,659.890 | 1.00 | 6,659.89 | |||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | Category | 0002 BRIDGE | |||||||
| 1120 | FOUNDATION PREPARATION SYP NO. 08-00259.10 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,640.00 | 4,640.00 | |||
| 1130 | SOUND BARRIER WALL | 21590EN | SQFT | 5,283.00 | 5,283.000 | 5,283.000 | 5,283.000 | 56.60 | 299,017.80 | |||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | Category | 0003 LANDSCAPING | |||||||
| 1140 | KENTUCKY COFFEE TREE | 20003ES724 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 185.60 | 742.40 | |||
| 1150 | WINTER KING HAWTHORN | 20020ES724 | EACH | 44.00 | 44.000 | 45.000 | 45.000 | 185.60 | 8,352.00 | |||
| 1160 | RED MAPLE | 20512NS724 | EACH | 23.00 | 23.000 | 23.000 | 23.000 | 164.90 | 3,792.70 | |||
| 1170 | WINTERBERRY | 20538NS724 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 87.60 | 3,679.20 | |||
| 1180 | NORWAY SPRUCE | 21426NS724 | EACH | 83.00 | 83.000 | 85.000 | 85.000 | 206.20 | 17,527.00 | |||
| 1190 | LONDON PLANETREE | 21427NS724 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 206.20 | 2,474.40 | |||
| 1200 | LACEBARK ELM | 21428NS724 | EACH | 17.00 | 17.000 | 17.000 | 17.000 | 247.40 | 4,205.80 | |||
| 1210 | GREY OWL JUNIPER | 21429NS724 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 51.50 | 3,296.00 | |||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | Category | 0004 SIGNALIZATION | |||||||
| 1220 | CONDUIT-1 1/4 INCH | 04793 | LF | 866.00 | 866.000 | 1,387.000 | 1,387.000 | 3.10 | 4,299.70 | |||
| 1230 | CONDUIT-2 INCH | 04795 | LF | 1,621.00 | 1,621.000 | 1,901.000 | 1,901.000 | 5.20 | 9,885.20 | |||
| 1240 | JUNCTION BOX TYPE B | 04811 | EACH | 22.00 | 22.000 | 26.000 | 26.000 | 928.00 | 24,128.00 | |||
| 1250 | TRENCHING AND BACKFILLING | 04820 | LF | 2,487.00 | 2,487.000 | 2,831.000 | 2,831.000 | 4.10 | 11,607.10 | |||
| 1260 | LOOP WIRE | 04830 | LF | 11,562.00 | 11,562.000 | 13,872.000 | 13,872.000 | 0.52 | 7,213.44 | |||
| 1270 | CABLE-NO. 14/5C | 04844 | LF | 4,621.00 | 4,621.000 | 5,129.000 | 5,129.000 | 1.03 | 5,282.87 | |||
| 1280 | CABLE-NO. 14/1 PAIR | 04850 | LF | 18,014.00 | 18,014.000 | 21,289.000 | 21,289.000 | 1.03 | 21,927.67 | |||
| 1290 | STEEL STRAIN POLE | 04880 | EACH | 12.00 | 12.000 | 12.000 | 12.000 | 8,200.00 | 98,400.00 | |||
| 1300 | MESSENGER-10800 LB | 04885 | LF | 1,096.00 | 1,096.000 | 644.000 | 644.000 | 4.10 | 2,640.40 | |||
| 1310 | MESSENGER-15400 LB | 04886 | LF | 698.00 | 698.000 | 1,309.000 | 1,309.000 | 5.20 | 6,806.80 | |||
| 1320 | LOOP SAW SLOT AND FILL | 04895 | LF | 4,053.00 | 4,053.000 | 4,245.000 | 4,245.000 | 7.20 | 30,564.00 | |||
| 1330 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 773.00 | 24,736.00 | |||
| 1340 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 928.00 | 1,856.00 | |||
| 1350 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,610.00 | 10,830.00 | |||
| 1360 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,620.00 | 2,620.00 | |||
| 1370 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 155.00 | 310.00 | |||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | Category | 0005 WATERLINE | |||||||
| 1380 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 612.00 | 612.000 | 0.000 | 0.000 | 27.30 | 0.00 | |||
| 1390 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 968.00 | 968.000 | 1,105.000 | 1,105.000 | 35.10 | 38,785.50 | |||
| 1400 | PVC PIPE-3 INCH | 03382 | LF | 962.00 | 962.000 | 1,678.000 | 1,678.000 | 10.30 | 17,283.40 | |||
| 1410 | PVC PIPE-4 INCH | 03383 | LF | 105.00 | 105.000 | 0.000 | 0.000 | 28.90 | 0.00 | |||
| 1420 | PVC PIPE-6 INCH | 03385 | LF | 5,729.00 | 5,729.000 | 6,543.000 | 6,543.000 | 18.80 | 123,008.40 | |||
| 1430 | PVC PIPE-8 INCH | 03387 | LF | 136.00 | 136.000 | 140.000 | 140.000 | 30.90 | 4,326.00 | |||
| 1440 | TIE-IN TO EXISTING WATER LINE 3 IN TO 3 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,835.00 | 1,835.00 | |||
| 1450 | TIE-IN TO EXISTING WATER LINE 3 IN TO 6 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,577.00 | 2,577.00 | |||
| 1460 | TIE-IN TO EXISTING WATER LINE 6 IN TO 6 IN WATERLINE | 03460 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 2,371.00 | 23,710.00 | |||
| 1470 | TIE-IN TO EXISTING WATER LINE 8 IN TO 6 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,707.00 | 2,707.00 | |||
| 1480 | TIE-IN TO EXISTING WATER LINE 8IN TO 8 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,711.00 | 3,711.00 | |||
| 1490 | VALVE-4 INCH | 03494 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 619.00 | 0.00 | |||
| 1500 | VALVE-6 INCH | 03496 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 747.00 | 2,988.00 | |||
| 1510 | VALVE-8 INCH | 03498 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 979.00 | 2,937.00 | |||
| 1520 | CONCRETE ENCASEMENT | 20057ES601 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 62.00 | 2,480.00 | |||
| 1530 | POLYETHYLENE SERVICE LINE-3/4 IN | 20647ED | LF | 1,820.00 | 1,820.000 | 756.000 | 756.000 | 7.50 | 5,670.00 | |||
| 1540 | PAVEMENT REPAIR | 20757ED | SQYD | 35.00 | 35.000 | 61.000 | 61.000 | 103.00 | 6,283.00 | |||
| 1550 | BLOW OFF ASSEMBLY-3 IN | 20779ND | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,521.00 | 9,126.00 | |||
| 1560 | WATER SERVICE-5/8 IN X 3/4 IN | 21695NN | EACH | 27.00 | 27.000 | 23.000 | 23.000 | 825.00 | 18,975.00 | |||
| 1570 | COVER PIPE & BORE FOR 6 IN WATERLINE 12 IN | 21696EN | LF | 32.00 | 32.000 | 50.000 | 50.000 | 124.00 | 6,200.00 | |||
| 1580 | COVER PIPE FOR 8 IN WATERLINE 12 IN - OPEN CUT | 21697EN | LF | 242.00 | 242.000 | 192.000 | 192.000 | 88.00 | 16,896.00 | |||
| 1590 | COVER PIPE FOR 6 IN WATERLINE 12 IN - OPEN CUT | 21698EN | LF | 656.00 | 656.000 | 856.000 | 856.000 | 80.00 | 68,480.00 | |||
| 1600 | BORE FOR 6 IN WATERLINE | 21699EN | LF | 86.00 | 86.000 | 70.000 | 70.000 | 72.00 | 5,040.00 | |||
| 1610 | POLYETHYLENE PIPE-1 IN | 21701EN | LF | 320.00 | 320.000 | 0.000 | 0.000 | 15.50 | 0.00 | |||
| 8003 | REIMBURSEMENT METERING VAULT CHANGES | 10299N | DOLL | 0.00 | 2,243.000 | 2,243.000 | 2,243.000 | 1.00 | 2,243.00 | |||
| Project | DE1000NEW0658 | Fed/State Project Number | STP 3012 (010) | Category | 0006 MOBILIZATION & DEMOBILIZATION | |||||||
| 1620 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 657,230.96 | 657,230.96 | |||
| 1630 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 279,775.01 | 69,943.75 | 279,775.01 | |
| SUBTOT | $93,779.06 |
$18,606,191.79 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0620-1-0I |
Fence and Hardware | LF |
33,330.00 | 0001 | $1.861400 | $58,936.99 | ||||||
0620-1-0A |
Fence and Hardware | LF |
7,000.00 | 0003 | $1.861400 | $-12,378.01 | ||||||
0620-1-0A |
Fence and Hardware | LF |
9,436.00 | 0004 | $1.861400 | $-16,685.55 | ||||||
0620-1-0A |
Fence and Hardware | LF |
5,900.00 | 0005 | $1.861400 | $-10,432.89 | ||||||
0620-1-0A |
Fence and Hardware | LF |
249.00 | 0008 | $1.861400 | $-440.30 | ||||||
0620-1-0A |
Fence and Hardware | LF |
1,404.00 | 0015 | $1.861400 | $-2,482.67 | ||||||
0620-1-0A |
Fence and Hardware | LF |
7,567.00 | 0018 | $1.861400 | $-13,380.62 | ||||||
0620-1-0A |
Fence and Hardware | LF |
1,774.00 | 0024 | $1.861400 | $-3,136.94 | ||||||
| SUBTOT | $0.01 |
|||||||||||
| Project | DE10016420659 | Fed/State Project Number | STPS 3000 (618) | 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 STONE BASE | 00003 | TON | 1,472.80 | 1,472.800 | 6,060.460 | 6,060.460 | 14.65 | 88,785.73 | |||
| 0020 | LIME STABILIZED ROADBED | 00013 | SQYD | 6,931.20 | 6,931.200 | 0.000 | 0.000 | 1.90 | 0.00 | |||
| 0030 | LIME | 00014 | TON | 126.00 | 126.000 | 0.000 | 0.000 | 127.00 | 0.00 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 26.20 | 26.200 | 26.200 | 26.200 | 75.00 | 1,965.00 | |||
| 0050 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,514.20 | 2,514.200 | 1,978.530 | 1,978.530 | 52.00 | 102,883.56 | |||
| 0060 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.10 | 3.100 | 4.250 | 4.250 | 495.00 | 2,103.75 | |||
| 0070 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 67.60 | 67.600 | 877.430 | 877.430 | 77.50 | 68,000.82 | |||
| 0080 | CL2 ASPH SURF 0.38C PG64-22 | 00304 | TON | 554.30 | 554.300 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0090 | ASPHALT CURING SEAL | 00358 | TON | 13.90 | 13.900 | 0.000 | 0.000 | 475.00 | 0.00 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 185.00 | 185.000 | 5.000 | 5.000 | 34.00 | 170.00 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 60.00 | 60.000 | 13.000 | 13.000 | 51.00 | 663.00 | |||
| 0130 | STORM SEWER PIPE-24 INCH | 00524 | LF | 137.00 | 137.000 | 90.000 | 90.000 | 62.00 | 5,580.00 | |||
| 0140 | STORM SEWER PIPE-30 INCH | 00526 | LF | 67.00 | 67.000 | 67.000 | 67.000 | 102.00 | 6,834.00 | |||
| 0150 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 2,780.00 | 5,560.00 | |||
| 0160 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,910.00 | 2,910.00 | |||
| 0170 | REMOVE PAVEMENT | 02091 | SQYD | 779.00 | 779.000 | 779.000 | 779.000 | 2.30 | 1,791.70 | |||
| 0180 | TEMPORARY DITCH | 02159 | LF | 2,195.00 | 2,195.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0190 | WATER | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0200 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 281.00 | 281.000 | 322.500 | 322.500 | 18.30 | 5,901.75 | |||
| 0210 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 928.00 | 928.00 | |||
| 0220 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,040.00 | 2,040.00 | |||
| 0230 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 82.50 | 412.50 | |||
| 0240 | CHANNEL LINING CLASS II | 02483 | TON | 621.00 | 621.000 | 755.140 | 755.140 | 23.20 | 17,519.24 | |||
| 0250 | CHANNEL LINING CLASS III | 02484 | TON | 282.00 | 282.000 | 0.000 | 0.000 | 20.80 | 0.00 | |||
| 0260 | CLEARING AND GRUBBING 6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 74,200.00 | 74,200.00 | |||
| 0270 | EDGE KEY | 02585 | LF | 37.90 | 37.900 | 68.000 | 68.000 | 150.00 | 10,200.00 | |||
| 0280 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,500.00 | 1,500.000 | 10,059.000 | 10,059.000 | 1.40 | 14,082.60 | |||
| 0290 | MAINTAIN & CONTROL TRAFFIC SYP NO. 08-00999.00 | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,800.00 | 38,800.00 | |||
| 0300 | SAND FOR BLOTTER | 02702 | TON | 17.30 | 17.300 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0310 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 5.000 | 5.000 | 212.00 | 1,060.00 | |||
| 0320 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 56.00 | 0.00 | |||
| 0330 | STAKING SYP NO. 08-00999.00 | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,900.00 | 30,900.00 | |||
| 0340 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,673.00 | 1,673.000 | 1,594.556 | 1,594.556 | 1.30 | 2,072.92 | |||
| 0350 | TEMPORARY MULCH | 05952 | SQYD | 30,700.00 | 30,700.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0360 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 15,400.00 | 15,400.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0370 | TOPDRESSING FERTILIZER | 05966 | TON | 1.60 | 1.600 | 0.000 | 0.000 | 490.00 | 0.00 | |||
| 0380 | SEEDING AND PROTECTION | 05985 | SQYD | 30,700.00 | 30,700.000 | 3,516.670 | 3,516.670 | 0.27 | 949.50 | |||
| 0390 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 3,930.00 | 3,930.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0400 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 8,500.00 | 8,500.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0410 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,500.00 | 8,500.000 | 10,455.000 | 10,455.000 | 0.19 | 1,986.45 | |||
| 0420 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 52.00 | 52.000 | 52.000 | 52.000 | 22.40 | 1,164.80 | |||
| 0430 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 6,272.00 | 6,272.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | FUEL ADJUSTMENT | 10020NS | DOLL | 4,540.00 | 4,540.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0450 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 5,645.00 | 5,645.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0460 | SILT TRAP TYPE C | 20496NS843 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 360.00 | 0.00 | |||
| 0470 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 93.00 | 0.00 | |||
| 0480 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 870.00 | 870.000 | 1,068.000 | 1,068.000 | 1.00 | 1,068.00 | |||
| 0490 | CONTRACTOR QAS SYP NO. 08-00999.00 | 21539NN11A | LS | 1.00 | 1.000 | 1.000 | 1.000 | 52,600.00 | 52,600.00 | |||
| 0500 | EMBANKMENT | 21553EN | CUYD | 6,748.00 | 6,748.000 | 6,748.000 | 6,748.000 | 1.82 | 12,281.36 | |||
| 0510 | EXCAVATION | 21554EN | CUYD | 23,635.00 | 23,635.000 | 23,635.000 | 23,635.000 | 6.40 | 151,264.00 | |||
| 8001 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 60.000 | 60.000 | 60.000 | 1.70 | 102.00 | |||
| 8007 | SEEDING AND PROTECTION MIXTURE III | 05985 | SQYD | 0.00 | 1,000.000 | 31,547.000 | 31,547.000 | 0.34 | 10,725.98 | |||
| Project | DE10016420659 | Fed/State Project Number | STPS 3000 (618) | Category | 0002 BRIDGE | |||||||
| 0520 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 19.00 | 19.000 | 19.000 | 19.000 | 515.00 | 9,785.00 | |||
| 0530 | FOUNDATION PREPARATION SYP NO. 08-00999.00 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,150.00 | 5,150.00 | |||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 61.70 | 61.700 | 61.700 | 61.700 | 515.00 | 31,775.50 | |||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 7,456.00 | 7,456.000 | 7,456.000 | 7,456.000 | 1.10 | 8,201.60 | |||
| Project | DE10016420659 | Fed/State Project Number | STPS 3000 (618) | Category | 0003 WATERLINE | |||||||
| 0560 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 444.00 | 444.000 | 433.000 | 433.000 | 27.30 | 11,820.90 | |||
| 0570 | PVC PIPE-6 INCH | 03385 | LF | 1,978.00 | 1,978.000 | 2,335.000 | 2,335.000 | 18.80 | 43,898.00 | |||
| 0580 | PVC PIPE-8 INCH | 03387 | LF | 268.00 | 268.000 | 348.000 | 348.000 | 30.90 | 10,753.20 | |||
| 0590 | TIE-IN TO EXISTING WATER LINE 6 IN TO 6 IN WATERLINE | 03460 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,371.00 | 4,742.00 | |||
| 0600 | TIE-IN TO EXISTING WATER LINE 8 IN TO 4 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,423.00 | 2,423.00 | |||
| 0610 | TIE-IN TO EXISTING WATER LINE 8 IN TO 6 IN WATERLINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,707.00 | 2,707.00 | |||
| 0620 | VALVE-8 INCH | 03498 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 979.00 | 979.00 | |||
| 0630 | POLYETHYLENE SERVICE LINE-3/4 IN | 20647ED | LF | 350.00 | 350.000 | 183.000 | 183.000 | 7.50 | 1,372.50 | |||
| 0640 | MASTER METER SYP NO. 08-00999.00 | 21054ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,520.00 | 25,520.00 | |||
| 0650 | WATER SERVICE-5/8 IN X 3/4 IN | 21695NN | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 825.00 | 0.00 | |||
| 0660 | COVER PIPE & BORE FOR 6 IN WATERLINE 12 IN | 21696EN | LF | 44.00 | 44.000 | 44.000 | 44.000 | 124.00 | 5,456.00 | |||
| 0670 | COVER PIPE FOR 8 IN WATERLINE 12 IN - OPEN CUT | 21697EN | LF | 30.00 | 30.000 | 30.000 | 30.000 | 88.00 | 2,640.00 | |||
| 0680 | COVER PIPE FOR 6 IN WATERLINE 12 IN - OPEN CUT | 21698EN | LF | 105.00 | 105.000 | 105.000 | 105.000 | 80.00 | 8,400.00 | |||
| 0690 | COVER PIPE & BORE FOR 8 IN WATERLINE 12 IN | 21700EN | LF | 60.00 | 60.000 | 60.000 | 60.000 | 129.00 | 7,740.00 | |||
| Project | DE10016420659 | Fed/State Project Number | STPS 3000 (618) | Category | 0004 MOBILIZATION & DEMOBILIZATION | |||||||
| 0700 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,369.03 | 26,369.03 | |||
| 0710 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.150 | 0.850 | 1.000 | 11,224.98 | 1,683.74 | 11,224.98 | |
| SUBTOT | $1,683.74 |
$19,544,656.20 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
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