|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:04/23/2015 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091057 | Estimate Number | 0076 | Estimate Type FINAL | |||
| District Office | JACKSON (10300) Gunnell, Steven C. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 2 VC Code VC0000088141 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 05/21/2014 TO 02/10/2015 | ||||||
| Date Approved | 04/06/2015 | ||||||
| Primary Proj Number | DE01300150957 | ||||||
| Project No. | ARRA 0151(065) | ||||||
| Primary County | BREATHITT | ||||||
| Name of Road | JACKSON-CAMPTON ROAD (KY 15) | ||||||
| Description | CONSTRUCT ON NEW ALIGNMENT 4-LANE FACILITY FROM KY 15 AT JACKSON TO A POINT 0.43 MILE NORTH OF KY 15 | ||||||
| Date Let | 11/20/2009 | Formal Acceptance | 03/21/2014 | ||||
| Date Awarded | 12/01/2009 | Date Work Began | 02/03/2010 | ||||
| Date Contract Executed | 12/21/2009 | Open To Traffic | 09/19/2013 | ||||
| Date NTP Issued | 12/21/2009 | Actual Completion Date | 09/19/2013 | ||||
| Current Contract Amount | $12,668,359.33 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,758,715.85 |
Total Earnings | $12,663,658.18 |
$12,494,045.23 |
$169,612.95 |
|
| Percent Complete | 99.96 |
Stockpiled Materials | $-0.03 |
$14,764.27 |
$-14,764.30 |
|
| Funds Available | $4,701.18 |
Gross Earnings | $12,663,658.15 |
$12,508,809.50 |
$154,848.65 |
|
| Total Change Orders | $2,909,643.48 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,663,658.15 |
$12,508,809.50 |
$154,848.65 |
|||
| Contract Id | 091057 | Change Order Summary |
County | BREATHITT | ||||||
| Estimate Nbr | 0076 | Project Number | ARRA 0151(065) | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 05/21/2014 TO 02/10/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Erosion Control and Pipe Substitute | Approved | 08/27/2010 | $61,428.10 | 0.0 | |||||
| 002 | Utlity Changes Sewer Line | Approved | 10/17/2011 | $88,054.16 | 0.0 | |||||
| 003 | Utility Changes | Approved | 07/30/2012 | $135,484.25 | 3.0 | |||||
| 004 | Delay Costs - Idle Equipment | Approved | 09/12/2012 | $1,014,462.00 | 35.0 | |||||
| 005 | Traffic Signal and Retaining Wall | Approved | 01/16/2013 | $231,296.05 | 6.0 | |||||
| 006 | Utility Changes | Approved | 04/19/2013 | $263,565.43 | 6.0 | |||||
| 007 | Non Spec Material Override | Approved | 09/05/2013 | $0.00 | 0.0 | |||||
| 008 | Contract Ommision and Claim Settlement | Approved | 03/20/2014 | $1,052,631.71 | 238.0 | |||||
| 009 | CSB - Channel Lining C3 - Crushed Agg #2 | Approved | 05/06/2014 | $62,721.78 | 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 | 091057 | COMMONWEALTH OF KENTUCKY |
County | BREATHITT | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE01300150957 | |||||||
| Estimate Nbr | 0076 | Period | 05/21/2014 TO 02/10/2015 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE01300150957 | Fed/State Project Number | ARRA 0151(065) | 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 | 8,344.00 | 8,672.190 | 8,672.190 | 8,672.190 | 24.25 | 210,300.60 | |||
| 0020 | TRAFFIC BOUND BASE | 00020 | TON | 138.00 | 138.000 | 699.650 | 699.650 | 17.75 | 12,418.78 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 4.00 | 4.000 | 1.000 | 1.000 | 56.95 | 56.95 | |||
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | TON | 57.00 | 57.000 | 25.000 | 25.000 | 135.00 | 3,375.00 | |||
| 0050 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 9,513.00 | 9,513.000 | 6,985.310 | 6,985.310 | 69.75 | 487,225.37 | |||
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 5,774.00 | 5,774.000 | 6,385.910 | 6,385.910 | 84.00 | 536,416.44 | |||
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 7.00 | 7.000 | 3.480 | 3.480 | 525.00 | 1,827.00 | |||
| 0080 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 835.00 | 835.000 | 3,310.630 | 3,310.630 | 99.50 | 329,407.68 | |||
| 0090 | ENTRANCE PIPE-15 IN | 00440 | LF | 37.00 | 37.000 | 0.000 | 0.000 | 33.40 | 0.00 | |||
| 0100 | ENTRANCE PIPE-24 IN | 00443 | LF | 70.00 | 70.000 | 70.000 | 70.000 | 45.10 | 3,157.00 | |||
| 0110 | CULVERT PIPE-18 IN | 00462 | LF | 240.00 | 240.000 | 203.000 | 203.000 | 43.65 | 8,860.95 | |||
| 0120 | CULVERT PIPE-36 IN | 00468 | LF | 535.00 | 535.000 | 720.000 | 720.000 | 83.45 | 60,084.00 | |||
| 0130 | CULVERT PIPE-54 IN | 00471 | LF | 804.00 | 804.000 | 804.000 | 804.000 | 141.20 | 113,524.80 | |||
| 0140 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 55.90 | 0.00 | |||
| 0150 | STORM SEWER PIPE-15 IN | 00521 | LF | 183.00 | 0.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0160 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,041.00 | 0.000 | 0.000 | 0.000 | 47.00 | 0.00 | |||
| 0170 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,430.00 | 0.000 | 2.000 | 2.000 | 55.45 | 110.90 | |||
| 0180 | STORM SEWER PIPE-30 IN | 00526 | LF | 758.00 | 0.000 | 0.000 | 0.000 | 64.55 | 0.00 | |||
| 0190 | STORM SEWER PIPE-36 IN | 00528 | LF | 694.00 | 0.000 | 0.000 | 0.000 | 77.30 | 0.00 | |||
| 0200 | STORM SEWER PIPE-42 IN | 00529 | LF | 585.00 | 0.000 | 0.000 | 0.000 | 112.20 | 0.00 | |||
| 0210 | STORM SEWER PIPE-72 IN | 00534 | LF | 554.00 | 9.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 0220 | STORM SEWER PIPE-18 IN EQUIV | 00552 | LF | 47.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0230 | STORM SEWER PIPE-24 IN EQUIV | 00554 | LF | 127.00 | 0.000 | 0.000 | 0.000 | 97.55 | 0.00 | |||
| 0240 | PERFORATED PIPE-4 IN | 01000 | LF | 595.00 | 595.000 | 719.000 | 719.000 | 13.40 | 9,634.60 | |||
| 0250 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 140.00 | 140.000 | 55.000 | 55.000 | 13.40 | 737.00 | |||
| 0260 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 412.30 | 1,649.20 | |||
| 0270 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 2,550.00 | 2,550.00 | |||
| 0280 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 1,875.00 | 7,500.00 | |||
| 0290 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,325.00 | 4,650.00 | |||
| 0300 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0310 | CURB BOX INLET TYPE A | 01456 | EACH | 13.00 | 13.000 | 13.000 | 13.000 | 3,485.00 | 45,305.00 | |||
| 0320 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,435.00 | 2,435.00 | |||
| 0330 | DROP BOX INLET TYPE 3 | 01496 | EACH | 13.00 | 13.000 | 7.000 | 7.000 | 2,385.00 | 16,695.00 | |||
| 0340 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 0350 | DROP BOX INLET TYPE 5B | 01505 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0360 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0370 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 4,325.00 | 8,650.00 | |||
| 0380 | DROP BOX INLET TYPE 11 | 01544 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0390 | DROP BOX INLET TYPE 14 | 01577 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,850.00 | 3,700.00 | |||
| 0400 | MANHOLE TYPE C | 01767 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 4,000.00 | 28,000.00 | |||
| 0410 | STANDARD CURB AND GUTTER | 01810 | LF | 2,612.00 | 2,612.000 | 2,653.800 | 2,653.800 | 16.40 | 43,522.32 | |||
| 0420 | STANDARD HEADER CURB | 01875 | LF | 112.00 | 112.000 | 321.200 | 321.200 | 37.25 | 11,964.70 | |||
| 0430 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 3.000 | 3.000 | 162.40 | 487.20 | |||
| 0440 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 10.00 | 10.000 | 15.680 | 15.680 | 290.00 | 4,547.20 | |||
| 0450 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 1,005.00 | 1,005.000 | 964.400 | 964.400 | 80.50 | 77,634.20 | |||
| 0460 | TEMP DITCH | 02159 | LF | 12,304.00 | 12,304.000 | 9,914.000 | 9,914.000 | 1.00 | 9,914.00 | |||
| 0470 | ROADWAY EXCAVATION | 02200 | CUYD | 1,764,821.00 | 1,776,768.000 | 1,774,048.020 | 1,774,048.020 | 2.82 | 5,002,815.41 | |||
| 0480 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 539.00 | 539.000 | 539.000 | 539.000 | 27.35 | 14,741.65 | |||
| 0490 | WATER | 02242 | MGAL | 1,500.00 | 1,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0500 | FENCE-WOVEN WIRE | 02261 | LF | 7,456.00 | 7,456.000 | 7,653.000 | 7,653.000 | 6.16 | 47,142.48 | |||
| 0510 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 700.00 | 700.000 | 312.500 | 312.500 | 15.45 | 4,828.12 | |||
| 0520 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 48.15 | 144.45 | |||
| 0530 | REMOVE GUARDRAIL | 02381 | LF | 925.00 | 925.000 | 566.000 | 566.000 | 1.76 | 996.16 | |||
| 0540 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 83.00 | 83.000 | 61.000 | 61.000 | 94.45 | 5,761.45 | |||
| 0550 | WITNESS POST | 02432 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 57.40 | 172.20 | |||
| 0560 | CHANNEL LINING CLASS IA | 02482 | TON | 106.00 | 106.000 | 0.000 | 0.000 | 98.25 | 0.00 | |||
| 0570 | CHANNEL LINING CLASS II | 02483 | TON | 5,792.00 | 5,792.000 | 5,565.500 | 5,565.500 | 22.80 | 126,893.40 | |||
| 0580 | CHANNEL LINING CLASS III | 02484 | TON | 650.00 | 2,008.760 | 2,008.760 | 2,008.760 | 23.45 | 47,105.42 | |||
| 0590 | CHANNEL LINING CLASS IV | 02488 | CUYD | 200.00 | 200.000 | 1,387.720 | 1,387.720 | 5.00 | 6,938.60 | |||
| 0600 | CLEARING AND GRUBBING 70 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 89,000.00 | 89,000.00 | |||
| 0610 | CONCRETE-CLASS B | 02555 | CUYD | 359.00 | 59.000 | 70.220 | 70.220 | 310.00 | 21,768.20 | |||
| 0620 | SIGNS | 02562 | SQFT | 682.00 | 682.000 | 419.000 | 419.000 | 16.00 | 6,704.00 | |||
| 0630 | EDGE KEY | 02585 | LF | 245.00 | 245.000 | 1,455.000 | 1,455.000 | 42.00 | 61,110.00 | |||
| 0640 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 7,881.00 | 7,881.000 | 14,386.300 | 14,386.300 | 2.00 | 28,772.60 | |||
| 0650 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 73,250.00 | 73,250.00 | |||
| 0660 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 11,500.00 | 46,000.00 | |||
| 0670 | TEMP SILT FENCE | 02701 | LF | 12,304.00 | 12,304.000 | 1,396.000 | 1,396.000 | 1.76 | 2,456.96 | |||
| 0680 | SILT TRAP TYPE A | 02703 | EACH | 141.00 | 41.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0690 | SILT TRAP TYPE B | 02704 | EACH | 141.00 | 97.000 | 58.000 | 58.000 | 270.00 | 15,660.00 | |||
| 0700 | SILT TRAP TYPE C | 02705 | EACH | 71.00 | 71.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0710 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 422.00 | 422.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0720 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 422.00 | 422.000 | 22.000 | 22.000 | 5.00 | 110.00 | |||
| 0730 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 210.00 | 210.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0740 | CLEAN TEMP SILT FENCE | 02709 | LF | 24,608.00 | 24,608.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0750 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 1,404.00 | 1,404.000 | 1,495.440 | 1,495.440 | 45.00 | 67,294.80 | |||
| 0760 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 66,095.00 | 16,523.75 | 66,095.00 | |
| 0770 | JUNCTION BOX TYPE B | 04811 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0780 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,717.00 | 3,717.000 | 42,600.000 | 42,600.000 | 1.55 | 66,030.00 | |||
| 0790 | TEMP MULCH | 05952 | SQYD | 339,186.00 | 339,186.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0800 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 31,813.00 | 31,813.000 | 33,264.520 | 33,264.520 | 0.01 | 332.64 | |||
| 0810 | TOPDRESSING FERTILIZER | 05966 | TON | 18.00 | 18.000 | 7.400 | 7.400 | 614.00 | 4,543.60 | |||
| 0820 | SEEDING AND PROTECTION | 05985 | SQYD | 318,132.00 | 318,132.000 | 172,273.580 | 172,273.580 | 0.34 | 58,573.01 | |||
| 0830 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 275,202.00 | 275,202.000 | 111,436.150 | 111,436.150 | 0.17 | 18,944.14 | |||
| 0840 | SODDING | 05990 | SQYD | 21,170.00 | 21,170.000 | 5,050.000 | 5,050.000 | 4.40 | 22,220.00 | |||
| 0850 | FLEXIBLE DELINEATOR POST-W | 06417 | EACH | 100.00 | 100.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0860 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 19,180.00 | 19,180.000 | 66,812.000 | 66,812.000 | 0.24 | 16,034.88 | |||
| 0870 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 10,300.00 | 10,300.000 | 22,289.000 | 22,289.000 | 0.22 | 4,903.58 | |||
| 0880 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0890 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 2,200.00 | 2,200.000 | 0.000 | 0.000 | 1.45 | 0.00 | |||
| 0900 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 630.00 | 630.000 | 252.000 | 252.000 | 3.25 | 819.00 | |||
| 0910 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | LF | 97.00 | 97.000 | 63.000 | 63.000 | 5.75 | 362.25 | |||
| 0920 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 8.00 | 8.000 | 28.000 | 28.000 | 135.00 | 3,780.00 | |||
| 0930 | CONCRETE-CLASS A | 08100 | CUYD | 41.00 | 41.000 | 53.333 | 53.333 | 635.00 | 33,866.45 | |||
| 0940 | STEEL REINFORCEMENT | 08150 | LB | 3,104.00 | 3,104.000 | 3,901.100 | 3,901.100 | 1.45 | 5,656.59 | |||
| 0950 | FUEL ADJUSTMENT | 10020NS | DOLL | 25,277.00 | 216,212.180 | 132.520 | 216,212.230 | 216,344.750 | 1.00 | 132.52 | 216,344.75 | |
| 0960 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 39,912.00 | 117,705.870 | 10,646.680 | 117,705.870 | 128,352.550 | 1.00 | 10,646.68 | 128,352.55 | |
| 0970 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 887.00 | 887.000 | 1,383.200 | 1,383.200 | 99.50 | 137,628.40 | |||
| 0980 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 3,577.00 | 3,577.000 | 2,028.400 | 2,028.400 | 7.75 | 15,720.10 | |||
| 0990 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 80.00 | 80.000 | 312.200 | 312.200 | 50.00 | 15,610.00 | |||
| 8000 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | CULVERT PIPE-15 IN | 00461 | LF | 0.00 | 183.000 | 76.600 | 76.600 | 43.70 | 3,347.42 | |||
| 8002 | CULVERT PIPE-18 IN | 00462 | LF | 0.00 | 1,041.000 | 1,203.000 | 1,203.000 | 52.50 | 63,157.50 | |||
| 8003 | CULVERT PIPE-24 IN | 00464 | LF | 0.00 | 1,430.000 | 1,149.900 | 1,149.900 | 64.05 | 73,651.09 | |||
| 8004 | CULVERT PIPE-30 IN | 00466 | LF | 0.00 | 758.000 | 766.000 | 766.000 | 69.25 | 53,045.50 | |||
| 8005 | CULVERT PIPE-36 IN | 00468 | LF | 0.00 | 694.000 | 589.500 | 589.500 | 83.80 | 49,400.10 | |||
| 8006 | CULVERT PIPE-42 IN | 00469 | LF | 0.00 | 585.000 | 585.000 | 585.000 | 119.30 | 69,790.50 | |||
| 8007 | CULVERT PIPE-72 IN | 00474 | LF | 0.00 | 554.000 | 496.000 | 496.000 | 253.90 | 125,934.40 | |||
| 8008 | CULVERT PIPE-18 IN EQUIV | 00491 | LF | 0.00 | 47.000 | 56.000 | 56.000 | 66.70 | 3,735.20 | |||
| 8009 | CULVERT PIPE-24 IN EQUIV | 00492 | LF | 0.00 | 127.000 | 127.000 | 127.000 | 101.75 | 12,922.25 | |||
| 8010 | SEDIMENTATION BASIN-SPECIAL | 22579NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 38,983.50 | 38,983.50 | |||
| 8011 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 0.00 | 1,468.380 | 1,468.380 | 1,468.380 | 19.60 | 28,780.24 | |||
| 8060 | STRIPING REMOVAL | 23139EN | LF | 0.00 | 2,000.000 | 4,446.000 | 4,446.000 | 1.15 | 5,112.90 | |||
| 8061 | CONDUIT-1 1/4 IN | 04793 | LF | 0.00 | 220.000 | 310.000 | 310.000 | 10.00 | 3,100.00 | |||
| 8062 | CONDUIT-2 IN | 04795 | LF | 0.00 | 125.000 | 105.000 | 105.000 | 12.00 | 1,260.00 | |||
| 8063 | JUNCTION BOX TYPE B | 04811 | EACH | 0.00 | 4.000 | 5.000 | 5.000 | 650.00 | 3,250.00 | |||
| 8064 | TRENCHING AND BACKFILLING | 04820 | LF | 0.00 | 290.000 | 275.000 | 275.000 | 3.50 | 962.50 | |||
| 8065 | LOOP WIRE | 04830 | LF | 0.00 | 2,005.000 | 1,966.000 | 1,966.000 | 0.60 | 1,179.60 | |||
| 8066 | CABLE-NO. 14/5C | 04844 | LF | 0.00 | 1,810.000 | 2,070.000 | 2,070.000 | 1.75 | 3,622.50 | |||
| 8067 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 490.000 | 1,230.000 | 1,230.000 | 1.75 | 2,152.50 | |||
| 8068 | MESSENGER-10800 LB | 04885 | LF | 0.00 | 500.000 | 500.000 | 500.000 | 4.50 | 2,250.00 | |||
| 8069 | LOOP SAW SLOT AND FILL | 04895 | LF | 0.00 | 767.000 | 783.000 | 783.000 | 14.00 | 10,962.00 | |||
| 8070 | INSTALL SIG CONTROLLER-TY 2070 | 24108EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,400.00 | 2,400.00 | |||
| 8071 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 1,200.00 | 4,800.00 | |||
| 8072 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 220.00 | 1,320.00 | |||
| 8073 | BORE AND JACK CONDUIT | 21543EN | LF | 0.00 | 45.000 | 68.000 | 68.000 | 55.00 | 3,740.00 | |||
| 8074 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 8075 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 8076 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 0.00 | 15.180 | 16.210 | 16.210 | 1,200.00 | 19,452.00 | |||
| 8077 | INSTALL CONTROLLER CABINET | 23206EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8078 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 800.00 | 2,400.00 | |||
| 8079 | INSTALL ANTENNA | 23982EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 8080 | RETAINING WALL- MODULAR CONCRETE | 21496ED | SQFT | 0.00 | 4,723.625 | 4,723.625 | 4,723.625 | 55.56 | 262,454.05 | |||
| 8084 | ADMINISTRATIVE SETTLEMENT UTILITIES | 10104NX | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 225,087.12 | 225,087.12 | |||
| 8085 | SAFELOADING | 02690 | CUYD | 0.00 | 45.000 | 11.000 | 11.000 | 200.00 | 2,200.00 | |||
| 8090 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 140.00 | 700.00 | |||
| 8091 | PAVE MARK THERMO-LANE REDUCTION ARROW | 23607EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 420.00 | 1,680.00 | |||
| 8092 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | LF | 0.00 | 28.000 | 28.000 | 28.000 | 4.00 | 112.00 | |||
| 8093 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 14.00 | 1,680.00 | |||
| 8094 | PAVE MARK-THERMO-YIELD | 24114EC | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 72.00 | 360.00 | |||
| 8095 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 0.00 | 1,708.000 | 1,708.000 | 1,708.000 | 0.89 | 1,520.12 | |||
| 8096 | ISLAND CURB AND GUTTER | 01825 | LF | 0.00 | 883.200 | 883.200 | 883.200 | 50.00 | 44,160.00 | |||
| 8097 | ADMINISTRATIVE SETTLEMENT Claim Settlement | 10104NX | DOLL | 0.00 | 700,000.000 | 700,000.000 | 700,000.000 | 1.00 | 700,000.00 | |||
| 8100 | DELAY COST Idle Equipment | 10070NX | DOLL | 0.00 | 1,014,462.000 | 1,014,462.000 | 1,014,462.000 | 1.00 | 1,014,462.00 | |||
| Project | DE01300150957 | Fed/State Project Number | ARRA 0151(065) | Category | 0002 WATERLINE | |||||||
| 1000 | STEEL ENCASEMENT PIPE-10 IN BORE AND JACK | 01067 | LF | 60.00 | 0.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 1010 | STEEL ENCASEMENT PIPE-10 IN OPEN CUT | 01067 | LF | 40.00 | 0.000 | 0.000 | 0.000 | 73.00 | 0.00 | |||
| 1020 | STEEL ENCASEMENT PIPE-12 IN BORE AND JACK | 01069 | LF | 193.00 | 0.000 | 0.000 | 0.000 | 117.00 | 0.00 | |||
| 1030 | STEEL ENCASEMENT PIPE-12 IN OPEN CUT | 01069 | LF | 830.00 | 0.000 | 0.000 | 0.000 | 60.50 | 0.00 | |||
| 1040 | STEEL ENCASEMENT PIPE-16 IN BORE AND JACK | 01073 | LF | 100.00 | 0.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1050 | STEEL ENCASEMENT PIPE-16 IN OPEN CUT | 01073 | LF | 93.00 | 0.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| 1060 | PLASTIC PIPE-3/4 IN | 03369 | LF | 433.00 | 0.000 | 0.000 | 0.000 | 7.55 | 0.00 | |||
| 1070 | PVC PIPE-6 IN | 03385 | LF | 2,962.00 | 0.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1080 | INSTALL WATER METER | 03430 | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 1090 | RECONNECT SERVICE | 03437 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1100 | GATE VALVE-6 IN | 03526 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 1110 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 8.00 | 0.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1120 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 1130 | TAPPING SLEEVE AND VALVE-6 IN | 23596EC | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 1140 | TAPPING SLEEVE AND VALVE-4 IN | 23597EC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 2,200.00 | 0.00 | |||
| 8032 | STEEL ENCASEMENT PIPE-10 INCH BORE AND JACK | 01067 | LF | 0.00 | 60.000 | 85.000 | 85.000 | 148.50 | 12,622.50 | |||
| 8033 | STEEL ENCASEMENT PIPE-10 INCH OPEN CUT | 01067 | LF | 0.00 | 40.000 | 40.000 | 40.000 | 98.00 | 3,920.00 | |||
| 8034 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | LF | 0.00 | 863.000 | 628.000 | 628.000 | 89.75 | 56,363.00 | |||
| 8035 | STEEL ENCASEMENT PIPE-16 INCH BORE AND JACK | 01073 | LF | 0.00 | 160.000 | 84.000 | 84.000 | 189.75 | 15,939.00 | |||
| 8036 | STEEL ENCASEMENT PIPE-16 INCH OPEN CUT | 01073 | LF | 0.00 | 68.000 | 144.000 | 144.000 | 106.00 | 15,264.00 | |||
| 8037 | PLASTIC PIPE-3/4 INCH | 03369 | LF | 0.00 | 34.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 8038 | PVC PIPE-6 INCH | 03385 | LF | 0.00 | 2,344.000 | 2,412.000 | 2,412.000 | 16.25 | 39,195.00 | |||
| 8039 | INSTALL WATER METER | 03430 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 895.00 | 1,790.00 | |||
| 8040 | RECONNECT SERVICE | 03437 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 485.00 | 970.00 | |||
| 8041 | CUT & CAP EXIST WATER MAIN | 03550 | EACH | 0.00 | 1.000 | 4.000 | 4.000 | 565.00 | 2,260.00 | |||
| 8043 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 0.00 | 4.000 | 3.000 | 3.000 | 2,565.00 | 7,695.00 | |||
| 8044 | TAPPING SLEEVE AND VALVE-6 IN | 23596EC | EACH | 0.00 | 1.000 | 3.000 | 3.000 | 2,605.00 | 7,815.00 | |||
| 8045 | TAPPING SLEEVE AND VALVE-4 IN | 23597EC | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 2,345.00 | 0.00 | |||
| 8046 | VALVE-6 IN INSERTION VALVE - DUCTAL IRON FORCE MAIN | 03496 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 8,100.00 | 8,100.00 | |||
| 8048 | WATER LINE INSTALLATION | 03420 | LF | 0.00 | 150.000 | 150.000 | 150.000 | 45.00 | 6,750.00 | |||
| 8053 | FIRE HYDRANT | 02606 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,900.00 | 4,900.00 | |||
| 8083 | TIE NEW WATERLINE TO 2 EXISTING LINES | 23294EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 6,794.16 | 6,794.16 | |||
| 8086 | REIMBURSEMENT 6 inch insertion valve | 10299N | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 3,914.40 | 3,914.40 | |||
| Project | DE01300150957 | Fed/State Project Number | ARRA 0151(065) | Category | 0003 SEWER | |||||||
| 1150 | SEWER PIPE-8 IN | 01052 | LF | 1,237.00 | 0.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1160 | SEWER PIPE-10 IN | 01053 | LF | 13.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1170 | SEWER PIPE-12 IN | 01054 | LF | 301.00 | 0.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 1180 | SANITARY SEWER MANHOLE | 01799 | EACH | 12.00 | 0.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 1190 | CUT CAP & BLOCK | 03443 | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1200 | TIE-IN 4 IN | 03464 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1210 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 2,982.00 | 0.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 1220 | CONCRETE ENCASEMENT | 20057ES601 | LF | 10.00 | 0.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1230 | SERVICE LINE | 20333EN | LF | 365.00 | 0.000 | 0.000 | 0.000 | 19.75 | 0.00 | |||
| 1240 | SANITARY SEWER CLEANOUT-2 WAY | 20426EC | EACH | 6.00 | 0.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 1250 | TIE-IN TO MANHOLE FORCE MAIN TO MANHOLE | 20772ND | EACH | 3.00 | 0.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 1260 | TIE-IN TO MANHOLE SAN SEWER TO MANHOLE | 20772ND | EACH | 5.00 | 0.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 1270 | COMBINATION AIR RELEASE VALVE ASSEMBLY | 22644NN | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 1280 | PVC FORCE MAIN-6 IN | 22984EN | LF | 1,513.00 | 0.000 | 50.000 | 50.000 | 11.00 | 550.00 | |||
| 1290 | PUMP STATION AND VALVE VAULT 250 GPM | 23598EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 101,690.00 | 0.00 | |||
| 1300 | PUMP STATION AND VALVE VAULT 80 GPM | 23598EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 77,960.00 | 0.00 | |||
| 1310 | PVC FORCE MAIN-4 IN | 23599EC | LF | 1,134.00 | 0.000 | 40.000 | 40.000 | 9.75 | 390.00 | |||
| 1320 | GRINDER PUMP ASSEMBLY | 23600EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 6,125.00 | 0.00 | |||
| 1330 | HDPE PIPE-1-1 1/4 IN | 23601EC | LF | 450.00 | 0.000 | 0.000 | 0.000 | 12.75 | 0.00 | |||
| 1340 | PIPE ANCHOR | 23602EC | EACH | 11.00 | 0.000 | 0.000 | 0.000 | 245.00 | 0.00 | |||
| 8012 | SEWER PIPE-8 IN | 01052 | LF | 0.00 | 1,598.000 | 1,394.500 | 1,394.500 | 61.50 | 85,761.75 | |||
| 8013 | SEWER PIPE-10 IN | 01053 | LF | 0.00 | 13.000 | 100.000 | 100.000 | 130.00 | 13,000.00 | |||
| 8014 | SEWER PIPE-12 IN | 01054 | LF | 0.00 | 309.000 | 390.000 | 390.000 | 125.00 | 48,750.00 | |||
| 8015 | SANITARY SEWER MANHOLE | 01799 | EACH | 0.00 | 12.000 | 15.000 | 15.000 | 3,565.00 | 53,475.00 | |||
| 8016 | CUT CAP & BLOCK | 03443 | EACH | 0.00 | 4.000 | 1.000 | 1.000 | 515.00 | 515.00 | |||
| 8017 | TIE-IN 4 IN | 03464 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 955.00 | 955.00 | |||
| 8018 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 0.00 | 2,972.000 | 0.000 | 0.000 | 4.75 | 0.00 | |||
| 8019 | CONCRETE ENCASEMENT | 20096ES601 | LF | 0.00 | 10.000 | 0.000 | 0.000 | 47.75 | 0.00 | |||
| 8020 | SERVICE LINE | 20333EN | LF | 0.00 | 167.000 | 0.000 | 0.000 | 21.75 | 0.00 | |||
| 8021 | SANITARY SEWER CLEANOUT-2 WAY | 20426EC | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 8022 | TIE-IN TO MANHOLE force main to manhole | 20772ND | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,330.00 | 0.00 | |||
| 8023 | TIE-IN TO MANHOLE sanitary sewer to manhole | 20772ND | EACH | 0.00 | 8.000 | 4.000 | 4.000 | 1,475.00 | 5,900.00 | |||
| 8024 | COMBINATION AIR RELEASE VALVE ASSEMBLY | 22644NN | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 3,135.00 | 0.00 | |||
| 8025 | PVC FORCE MAIN-6 IN | 22984EN | LF | 0.00 | 1,162.000 | 355.000 | 355.000 | 15.75 | 5,591.25 | |||
| 8026 | PUMP STATION AND VALVE VAULT 250gpm | 23598EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 115,282.00 | 115,282.00 | |||
| 8027 | PUMP STATION AND VALVE VAULT 80gpm | 23598EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 91,807.00 | 91,807.00 | |||
| 8028 | PVC FORCE MAIN-4 IN | 23599EC | LF | 0.00 | 529.000 | 411.000 | 411.000 | 12.75 | 5,240.25 | |||
| 8029 | GRINDER PUMP ASSEMBLY | 23600EC | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 5,541.00 | 11,082.00 | |||
| 8030 | HDPE PIPE-1-1 1/4 IN | 23601EC | LF | 0.00 | 279.000 | 220.000 | 220.000 | 13.25 | 2,915.00 | |||
| 8031 | PIPE ANCHOR | 23602EC | EACH | 0.00 | 11.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 8047 | REMOVE SANITARY SEWER PUMP STATION | 23055N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 36,580.35 | 36,580.35 | |||
| 8050 | SEWER PIPE-18 IN | 01056 | LF | 0.00 | 130.000 | 250.000 | 250.000 | 200.00 | 50,000.00 | |||
| 8051 | TIE-IN 12 IN | 03472 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8054 | MANHOLE-4 FT | 21918NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,700.00 | 15,400.00 | |||
| 8055 | REIMBURSEMENT EXCESS MATERIAL | 10299N | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 6,565.00 | 6,565.00 | |||
| 8056 | ELECTRICAL SERVICE CONNECTION | 23758EC | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,894.45 | 7,788.90 | |||
| 8057 | SANITARY SEWER MANHOLE ASPHALT COATING FOR INTERIOR OF MANHOLE | 01799 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 7,800.00 | 15,600.00 | |||
| 8058 | TIE-IN 4 IN 4 INCH CORE HOLE TO SEWER PLANT | 03464 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 8059 | TIE-IN 6 IN 6 INCH CORE HOLE TO SEWER PLANT | 03466 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,250.00 | 1,250.00 | |||
| 8081 | TIE-IN to existing Wet Well | 03479 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.48 | 2,500.48 | |||
| 8082 | MANHOLE-8 FT Coverting Existing Pump Station into Manhole | 24449EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 13,783.77 | 13,783.77 | |||
| 8087 | ADJUST MANHOLE | 01792 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,242.75 | 2,485.50 | |||
| Project | DE01300150957 | Fed/State Project Number | ARRA 0151(065) | Category | 0004 DEMOB AND MOB | |||||||
| 1350 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 325,000.00 | 325,000.00 | |||
| 1360 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 142,310.00 | 142,310.00 | 142,310.00 | |
| Project | DE01300150957 | Fed/State Project Number | ARRA 0151(065) | Category | 0005 TRAINEES | |||||||
| 1370 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR | 02742 | HOUR | 1,600.00 | 1,600.000 | 887.000 | 887.000 | 1.00 | 887.00 | |||
| SUBTOT | $169,612.95 |
$12,663,658.10 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1010-1-0I |
PIPE, STEEL ENCASEME | FT |
20.34 | 0010 | $73.00000 | $1,484.82 | ||||||
1020-1-0I |
PIPE, STEEL ENCASEME | FT |
78.49 | 0010 | $117.000000 | $9,183.33 | ||||||
1030-1-0I |
PIPE, STEEL ENCASEME | FT |
149.74 | 0010 | $60.500000 | $9,059.27 | ||||||
1040-1-0I |
PIPE, STEEL ENCASEME | FT |
19.68 | 0010 | $125.000000 | $2,460.00 | ||||||
1050-1-0I |
PIPE, STEEL ENCASEME | FT |
28.28 | 0010 | $87.000000 | $2,460.36 | ||||||
1080-1-0I |
NO MATL | EACH |
3.34 | 0010 | $700.000000 | $2,340.80 | ||||||
1130-1-0I |
UTILITY INCIDENTAL | EACH |
0.91 | 0010 | $2400.000000 | $2,184.00 | ||||||
1240-1-0I |
UTILITY INCIDENTAL | EACH |
2.59 | 0010 | $550.000000 | $1,427.80 | ||||||
1250-1-0I |
NO MATL | EACH |
0.53 | 0010 | $1200.000000 | $636.00 | ||||||
1270-1-0I |
UTILITY INCIDENTAL | EACH |
0.30 | 0010 | $2800.000000 | $851.20 | ||||||
1280-1-0I |
UTILITY INCIDENTAL | FT |
510.59 | 0010 | $11.000000 | $5,616.49 | ||||||
1290-1-0I |
UTILITY INCIDENTAL | EACH |
0.01 | 0010 | $101690.000000 | $1,423.66 | ||||||
1300-1-0I |
UTILITY INCIDENTAL | EACH |
0.04 | 0010 | $77960.000000 | $3,118.40 | ||||||
1310-1-0I |
UTILITY INCIDENTAL | FT |
136.68 | 0010 | $9.750000 | $1,332.63 | ||||||
0310-1-0I |
MISC PRECAST | EACH |
1.66 | 0014 | $3485.000000 | $0.00 | ||||||
0330-1-0I |
MISC PRECAST | EACH |
1.95 | 0014 | $2385.000000 | $0.00 | ||||||
0340-1-0I |
MISC PRECAST | EACH |
0.59 | 0014 | $3000.000000 | $0.00 | ||||||
0350-1-0I |
MISC PRECAST | EACH |
0.81 | 0014 | $2500.000000 | $0.00 | ||||||
0370-1-0I |
MISC PRECAST | EACH |
1.56 | 0014 | $4325.000000 | $0.00 | ||||||
0380-1-0I |
MISC PRECAST | EACH |
0.39 | 0014 | $2000.000000 | $0.00 | ||||||
0390-1-0I |
MISC PRECAST | EACH |
0.39 | 0014 | $1850.000000 | $0.00 | ||||||
0400-1-0I |
MISC PRECAST | EACH |
4.00 | 0014 | $4000.000000 | $0.00 | ||||||
8002-1-0I |
PIPE, CMP 1.63 MM | LF |
349.00 | 0014 | $52.500000 | $0.00 | ||||||
8003-1-0I |
PIPE, CMP 1.63 MM | LF |
453.00 | 0014 | $64.050000 | $0.00 | ||||||
8004-1-0I |
PIPE, CMP AL 1.63 MM | LF |
273.00 | 0014 | $69.250000 | $0.00 | ||||||
8007-1-0I |
PIPE, CMP 2.01 MM | LF |
234.00 | 0014 | $253.900000 | $0.00 | ||||||
8008-1-0I |
PIPE, CMP 1.63 MM | LF |
8.00 | 0014 | $66.700000 | $0.00 | ||||||
8009-1-0I |
PIPE, CMP 1.63 MM | LF |
20.00 | 0014 | $101.750000 | $0.00 | ||||||
0310-1-1I |
MISC PRECAST | EACH |
1.66 | 0022 | $3485.000000 | $5,799.04 | ||||||
0330-1-1I |
MISC PRECAST | EACH |
1.95 | 0022 | $2385.000000 | $4,650.75 | ||||||
0340-1-1I |
MISC PRECAST | EACH |
0.59 | 0022 | $3000.000000 | $1,791.00 | ||||||
0350-1-1I |
MISC PRECAST | EACH |
0.81 | 0022 | $2500.000000 | $2,027.50 | ||||||
0370-1-1I |
MISC PRECAST | EACH |
1.56 | 0022 | $4325.000000 | $6,764.30 | ||||||
0380-1-1I |
MISC PRECAST | EACH |
0.39 | 0022 | $2000.000000 | $798.00 | ||||||
0390-1-1I |
MISC PRECAST | EACH |
0.39 | 0022 | $1850.000000 | $736.30 | ||||||
0400-1-1I |
MISC PRECAST | EACH |
4.00 | 0022 | $4000.000000 | $16,000.00 | ||||||
8002-1-1I |
PIPE, CMP 1.63 MM | LF |
349.00 | 0022 | $52.500000 | $18,322.50 | ||||||
8003-1-1I |
PIPE, CMP 1.63 MM | LF |
453.00 | 0022 | $64.050000 | $29,014.65 | ||||||
8004-1-1I |
PIPE, CMP AL 1.63 MM | LF |
273.00 | 0022 | $69.250000 | $18,905.25 | ||||||
8007-1-1I |
PIPE, CMP 2.01 MM | LF |
234.00 | 0022 | $253.900000 | $59,412.60 | ||||||
8008-1-1I |
PIPE, CMP 1.63 MM | LF |
8.00 | 0022 | $66.700000 | $533.60 | ||||||
8009-1-1I |
PIPE, CMP 1.63 MM | LF |
20.00 | 0022 | $101.750000 | $2,035.00 | ||||||
1290-2-0I |
UTILITY INCIDENTAL | EACH |
0.10 | 0023 | $101690.000000 | $10,880.83 | ||||||
1300-2-0I |
UTILITY INCIDENTAL | EACH |
0.12 | 0023 | $77960.000000 | $9,978.88 | ||||||
0350-1-1A |
MISC PRECAST | EACH |
0.18 | 0024 | $2500.000000 | $-472.50 | ||||||
0350-1-0A |
MISC PRECAST | EACH |
0.81 | 0024 | $2500.000000 | $0.00 | ||||||
0370-1-0A |
MISC PRECAST | EACH |
-1.00 | 0024 | $4325.000000 | $0.00 | ||||||
0340-1-1A |
MISC PRECAST | EACH |
0.59 | 0026 | $3000.000000 | $-1,791.00 | ||||||
0340-1-0A |
MISC PRECAST | EACH |
0.59 | 0026 | $3000.000000 | $0.00 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
1.00 | 0026 | $4000.000000 | $0.00 | ||||||
8004-1-0A |
PIPE, CMP AL 1.63 MM | LF |
56.00 | 0026 | $69.250000 | $0.00 | ||||||
0400-1-0A |
MISC PRECAST | EACH |
3.00 | 0027 | $4000.000000 | $0.00 | ||||||
8004-1-1A |
PIPE, CMP AL 1.63 MM | LF |
273.00 | 0027 | $69.250000 | $-18,905.25 | ||||||
8004-1-0A |
PIPE, CMP AL 1.63 MM | LF |
217.00 | 0027 | $69.250000 | $0.00 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
1.00 | 0028 | $2385.000000 | $0.00 | ||||||
8002-1-0A |
PIPE, CMP 1.63 MM | LF |
34.00 | 0028 | $52.500000 | $0.00 | ||||||
0400-1-1A |
MISC PRECAST | EACH |
1.00 | 0030 | $4000.000000 | $-4,000.00 | ||||||
8007-1-0A |
PIPE, CMP 2.01 MM | LF |
87.00 | 0030 | $253.900000 | $0.00 | ||||||
0330-1-1A |
MISC PRECAST | EACH |
0.04 | 0031 | $2385.000000 | $-116.87 | ||||||
0330-1-0A |
MISC PRECAST | EACH |
0.95 | 0031 | $2385.000000 | $0.00 | ||||||
8002-1-0A |
PIPE, CMP 1.63 MM | LF |
65.00 | 0031 | $52.500000 | $0.00 | ||||||
8003-1-0A |
PIPE, CMP 1.63 MM | LF |
81.00 | 0031 | $64.050000 | $0.00 | ||||||
0350-1-1A |
MISC PRECAST | EACH |
0.62 | 0034 | $2500.000000 | $-1,555.00 | ||||||
8002-1-0A |
PIPE, CMP 1.63 MM | LF |
208.00 | 0038 | $52.500000 | $0.00 | ||||||
8003-1-0A |
PIPE, CMP 1.63 MM | LF |
122.00 | 0038 | $64.050000 | $0.00 | ||||||
8008-1-1A |
PIPE, CMP 1.63 MM | LF |
8.00 | 0038 | $66.700000 | $-533.60 | ||||||
8008-1-0A |
PIPE, CMP 1.63 MM | LF |
8.00 | 0038 | $66.700000 | $0.00 | ||||||
0310-1-0A |
MISC PRECAST | EACH |
1.00 | 0043 | $3485.000000 | $0.00 | ||||||
0370-1-0A |
MISC PRECAST | EACH |
1.00 | 0043 | $4325.000000 | $0.00 | ||||||
0310-1-1A |
MISC PRECAST | EACH |
0.33 | 0044 | $3485.000000 | $-1,167.48 | ||||||
0310-1-0A |
MISC PRECAST | EACH |
0.66 | 0044 | $3485.000000 | $0.00 | ||||||
0330-1-1A |
MISC PRECAST | EACH |
1.90 | 0044 | $2385.000000 | $-4,533.89 | ||||||
0370-1-0A |
MISC PRECAST | EACH |
1.00 | 0044 | $4325.000000 | $0.00 | ||||||
8002-1-1A |
PIPE, CMP 1.63 MM | LF |
121.00 | 0044 | $52.500000 | $-6,352.50 | ||||||
8002-1-0A |
PIPE, CMP 1.63 MM | LF |
42.00 | 0044 | $52.500000 | $0.00 | ||||||
8003-1-0A |
PIPE, CMP 1.63 MM | LF |
18.90 | 0044 | $64.050000 | $0.00 | ||||||
0310-1-1A |
MISC PRECAST | EACH |
1.32 | 0045 | $3485.000000 | $-4,631.57 | ||||||
8003-1-0A |
PIPE, CMP 1.63 MM | LF |
184.00 | 0045 | $64.050000 | $0.00 | ||||||
8002-1-1A |
PIPE, CMP 1.63 MM | LF |
57.00 | 0046 | $52.500000 | $-2,992.50 | ||||||
8003-1-1A |
PIPE, CMP 1.63 MM | LF |
393.90 | 0046 | $64.050000 | $-25,229.30 | ||||||
8003-1-0A |
PIPE, CMP 1.63 MM | LF |
47.10 | 0046 | $64.050000 | $0.00 | ||||||
8003-1-1A |
PIPE, CMP 1.63 MM | LF |
59.10 | 0048 | $64.050000 | $-3,785.36 | ||||||
0400-1-1A |
MISC PRECAST | EACH |
1.00 | 0049 | $4000.000000 | $-4,000.00 | ||||||
8002-1-1A |
PIPE, CMP 1.63 MM | LF |
167.00 | 0049 | $52.500000 | $-8,767.50 | ||||||
8007-1-1A |
PIPE, CMP 2.01 MM | LF |
234.00 | 0049 | $253.900000 | $-59,412.60 | ||||||
8007-1-0A |
PIPE, CMP 2.01 MM | LF |
147.00 | 0049 | $253.900000 | $0.00 | ||||||
8009-1-1A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0053 | $101.750000 | $-2,035.00 | ||||||
8009-1-0A |
PIPE, CMP 1.63 MM | LF |
20.00 | 0053 | $101.750000 | $0.00 | ||||||
0390-1-1A |
MISC PRECAST | EACH |
0.39 | 0062 | $1850.000000 | $-736.30 | ||||||
0390-1-0A |
MISC PRECAST | EACH |
0.39 | 0062 | $1850.000000 | $0.00 | ||||||
8002-1-1A |
PIPE, CMP 1.63 MM | LF |
4.00 | 0062 | $52.500000 | $-210.00 | ||||||
0380-1-1A |
MISC PRECAST | EACH |
0.39 | 0065 | $2000.000000 | $-798.00 | ||||||
0380-1-0A |
MISC PRECAST | EACH |
0.39 | 0065 | $2000.000000 | $0.00 | ||||||
1010-10C |
PIPE, STEEL ENCASEME | FT |
0.00 | 0037 | $73.000000 | $-1,484.82 | ||||||
1020-10C |
PIPE, STEEL ENCASEME | FT |
0.00 | 0037 | $117.000000 | $-9,183.33 | ||||||
1030-10C |
PIPE, STEEL ENCASEME | FT |
0.00 | 0037 | $60.500000 | $-9,059.27 | ||||||
1040-10C |
PIPE, STEEL ENCASEME | FT |
0.00 | 0037 | $125.000000 | $-2,460.00 | ||||||
1050-10C |
PIPE, STEEL ENCASEME | FT |
0.00 | 0037 | $87.000000 | $-2,460.36 | ||||||
1080-10C |
NO MATL | EACH |
0.00 | 0037 | $700.000000 | $-2,340.80 | ||||||
1130-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $2400.000000 | $-2,184.00 | ||||||
1240-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $550.000000 | $-1,427.80 | ||||||
1250-10C |
NO MATL | EACH |
0.00 | 0037 | $1200.000000 | $-636.00 | ||||||
1270-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $2800.000000 | $-851.20 | ||||||
1280-10C |
UTILITY INCIDENTAL | FT |
0.00 | 0037 | $11.000000 | $-5,616.49 | ||||||
1290-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $101690.000000 | $-1,423.66 | ||||||
1290-20C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $101690.000000 | $-10,880.83 | ||||||
1300-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $77960.000000 | $-3,118.40 | ||||||
1300-20C |
UTILITY INCIDENTAL | EACH |
0.00 | 0037 | $77960.000000 | $-9,978.88 | ||||||
1310-10C |
UTILITY INCIDENTAL | FT |
0.00 | 0037 | $9.750000 | $-1,332.63 | ||||||
0370-10C |
MISC PRECAST | EACH |
0.00 | 0076 | $0.000000 | 0.00 | $0.00 | |||||
0370-11C |
MISC PRECAST | EACH |
0.00 | 0076 | $4325.000000 | -6,764.30 | $-6,764.30 | |||||
0400-11C |
MISC PRECAST | EACH |
0.00 | 0076 | $4000.000000 | -8,000.00 | $-8,000.00 | |||||
| SUBTOT | $-0.03 |
|||||||||||