|
Report_Id: 091046 Est NO 0057 |
Date:04/14/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091046 | Estimate Number | 0057 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | PRUS CONSTRUCTION COMPANY | ADDR SN 2 VC Code VC0000133013 | |||||
| 5325 WOOSTER ROAD | |||||||
| CINCINNATI , OH , 45226 | |||||||
| Pay Period | 08/10/2013 TO 04/04/2014 | ||||||
| Date Approved | 04/14/2014 | ||||||
| Primary Proj Number | DE05911200946 | ||||||
| Project No. | ARRA 27-3 (014), ARRA 27-3(014) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | 12TH STREET (KY 1120) | ||||||
| Description | RECONSTRUCT 12TH STREET FROM RUSSELL STREET TO SCOTT STREET | ||||||
| Date Let | 07/24/2009 | Formal Acceptance | 07/18/2012 | ||||
| Date Awarded | 08/06/2009 | Date Work Began | 10/19/2009 | ||||
| Date Contract Executed | 09/24/2009 | Open To Traffic | 01/30/2012 | ||||
| Date NTP Issued | 09/24/2009 | Actual Completion Date | 01/30/2012 | ||||
| Current Contract Amount | $8,977,769.94 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,257,645.44 |
Total Earnings | $8,865,540.13 |
$8,853,638.59 |
$11,901.54 |
|
| Percent Complete | 98.75 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $112,229.81 |
Gross Earnings | $8,865,540.13 |
$8,853,638.59 |
$11,901.54 |
|
| Total Change Orders | $720,124.50 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $8,865,540.13 |
$8,853,638.59 |
$11,901.54 |
|||
| Contract Id | 091046 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0057 | Project Number | ARRA 27-3 (014), ARRA 27-3(014) | |||||||
| Contractor | PRUS CONSTRUCTION COMPANY | Period | 08/10/2013 TO 04/04/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Administrative Settlement - Sturctural Steel (Camber Issues) | Approved | 03/24/2011 | $157,500.00 | 0.0 | |||||
| 002 | Additional Drilled Shafts | Approved | 09/28/2011 | $275,584.91 | 16.0 | |||||
| 003 | Bridge Wall Revisions | Approved | 03/22/2012 | $214,770.17 | 43.0 | |||||
| 004 | Storm Sewer Revisions at Madison Ave. | Approved | 07/24/2013 | $72,269.42 | 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 | 091046 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE05911200946 | ||||||
| Estimate Nbr | 0057 | Period | 08/10/2013 TO 04/04/2014 | |||||||
| Contractor | PRUS CONSTRUCTION COMPANY | |||||||||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | 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 | 274.00 | 274.000 | 95.770 | 306.100 | 401.870 | 35.00 | 3,351.95 | 14,065.45 | |
| 0020 | CRUSHED STONE BASE | 00003 | TON | 3,043.00 | 3,043.000 | 207.420 | 3,701.910 | 3,909.330 | 22.75 | 4,718.80 | 88,937.25 | |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 8,976.00 | 8,976.000 | -268.450 | 6,964.000 | 6,695.550 | 20.00 | -5,369.00 | 133,911.00 | |
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 42.00 | 42.000 | 76.890 | 76.890 | 185.00 | 14,224.65 | |||
| 0050 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 20.00 | 20.000 | 142.870 | 142.870 | 220.00 | 31,431.40 | |||
| 0060 | STORM SEWER PIPE-12 IN | 00520 | LF | 28.00 | 28.000 | 43.000 | 43.000 | 30.00 | 1,290.00 | |||
| 0070 | STORM SEWER PIPE-15 IN | 00521 | LF | 19.00 | 19.000 | 22.000 | 22.000 | 40.00 | 880.00 | |||
| 0080 | STORM SEWER PIPE-18 IN | 00522 | LF | 1,169.00 | 1,169.000 | 1,122.000 | 1,122.000 | 74.50 | 83,589.00 | |||
| 0090 | STORM SEWER PIPE-24 IN | 00524 | LF | 113.00 | 113.000 | 85.000 | 85.000 | 91.25 | 7,756.25 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 4,789.00 | 4,789.000 | 4,789.000 | 4,789.000 | 8.00 | 38,312.00 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 29.00 | 29.000 | 29.000 | 29.000 | 20.00 | 580.00 | |||
| 0120 | INSPECT & CERTIFY EDGE DRAIN SYSTEM 12TH ST. | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0130 | INSPECT & CERTIFY EDGE DRAIN SYSTEM MADISON AVE. | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,100.00 | 1,100.00 | |||
| 0140 | REMOVE PIPE | 01310 | LF | 238.00 | 238.000 | 288.000 | 288.000 | 10.00 | 2,880.00 | |||
| 0150 | PLUG PIPE | 01314 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0160 | CURB BOX INLET TYPE B | 01480 | EACH | 17.00 | 17.000 | 16.000 | 16.000 | 200.00 | 3,200.00 | |||
| 0170 | CURB BOX INLET TYPE B TRAPPED | 01482 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 0180 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 0190 | JUNCTION BOX-18 IN | 01642 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0200 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 9.00 | 9.000 | 13.000 | 13.000 | 200.00 | 2,600.00 | |||
| 0210 | FILL AND CAP CATCH BASIN | 01710 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0220 | MANHOLE TYPE B | 01761 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 0230 | MANHOLE-TRAPPED | 01782 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 7,380.00 | 14,760.00 | |||
| 0240 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 600.00 | 2,400.00 | |||
| 0250 | STANDARD INTEGRAL CURB | 01830 | LF | 1,734.00 | 1,734.000 | 1,901.720 | 1,901.720 | 7.00 | 13,312.04 | |||
| 0260 | STANDARD HEADER CURB | 01875 | LF | 1,997.00 | 1,997.000 | 1,808.250 | 1,808.250 | 16.00 | 28,932.00 | |||
| 0270 | REMOVE CURB | 01904 | LF | 700.00 | 700.000 | 700.000 | 700.000 | 6.00 | 4,200.00 | |||
| 0280 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0290 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 727.00 | 727.000 | 0.000 | 0.000 | 10.75 | 0.00 | |||
| 0300 | BARRICADE-TYPE III | 02014 | EACH | 52.00 | 52.000 | 52.000 | 52.000 | 75.00 | 3,900.00 | |||
| 0310 | PCC BASE-6 IN | 02061 | SQYD | 656.80 | 656.800 | 1,480.900 | 1,480.900 | 40.00 | 59,236.00 | |||
| 0320 | PCC BASE-8 IN | 02063 | SQYD | 5,972.00 | 5,972.000 | 5,992.100 | 5,992.100 | 48.00 | 287,620.80 | |||
| 0330 | JPC PAVEMENT-10 IN | 02069 | SQYD | 3,535.00 | 3,366.950 | 48.450 | 5,004.550 | 5,053.000 | 63.50 | 3,076.57 | 320,865.50 | |
| 0340 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 776.00 | 776.000 | 459.800 | 459.800 | 50.00 | 22,990.00 | |||
| 0350 | TEMP DITCH | 02159 | LF | 2,195.00 | 2,195.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0360 | ROADWAY EXCAVATION | 02200 | CUYD | 7,266.00 | 7,266.000 | 8,438.000 | 8,438.000 | 30.00 | 253,140.00 | |||
| 0370 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 39.03 | 39.030 | 39.030 | 39.030 | 35.00 | 1,366.05 | |||
| 0380 | WATER | 02242 | MGAL | 350.00 | 350.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0390 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 38.00 | 38.000 | 36.000 | 36.000 | 115.00 | 4,140.00 | |||
| 0400 | CLEARING AND GRUBBING 3.518 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0410 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 1.90 | 1.900 | 4.100 | 4.100 | 1,425.00 | 5,842.50 | |||
| 0420 | SIGNS | 02562 | SQFT | 1,274.00 | 1,274.000 | 4.280 | 1,491.010 | 1,495.290 | 10.00 | 42.80 | 14,952.90 | |
| 0430 | OBJECT MARKER TYPE 2 | 02565 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| 0440 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 22,371.00 | 22,371.000 | 23,788.890 | 23,788.890 | 1.85 | 44,009.44 | |||
| 0450 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 156,000.00 | 156,000.00 | |||
| 0470 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0480 | SETTLEMENT PLATFORM | 02692 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| 0490 | TEMP SILT FENCE | 02701 | LF | 4,798.00 | 4,798.000 | 1,189.000 | 1,189.000 | 2.25 | 2,675.25 | |||
| 0500 | SILT TRAP TYPE A | 02703 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0510 | SILT TRAP TYPE B | 02704 | EACH | 74.00 | 74.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0520 | SILT TRAP TYPE C | 02705 | EACH | 90.00 | 90.000 | 4.000 | 4.000 | 40.00 | 160.00 | |||
| 0530 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 60.00 | 60.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0540 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 390.00 | 390.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0550 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 459.00 | 459.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0560 | CLEAN TEMP SILT FENCE | 02709 | LF | 4,798.00 | 4,798.000 | 0.000 | 0.000 | 0.90 | 0.00 | |||
| 0570 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,600.50 | 2,600.500 | 1,971.340 | 1,971.340 | 34.50 | 68,011.23 | |||
| 0580 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 42,000.00 | 42,000.00 | |||
| 0590 | RELOCATE CRASH CUSHION | 02898 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,498.00 | 0.00 | |||
| 0600 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 414.00 | 0.000 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0610 | STEEL PIPE-2 1/2 IN | 03340 | LF | 21.00 | 21.000 | 21.000 | 21.000 | 45.00 | 945.00 | |||
| 0620 | STEEL PIPE-4 IN | 03343 | LF | 14.00 | 14.000 | 19.750 | 19.750 | 50.00 | 987.50 | |||
| 0630 | STEEL PIPE-4 IN | 03343 | LF | 35.00 | 35.000 | 19.750 | 19.750 | 50.00 | 987.50 | |||
| 0640 | EROSION CONTROL BLANKET | 05950 | SQYD | 21,438.00 | 21,438.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0650 | TEMP MULCH | 05952 | SQYD | 22,590.00 | 22,590.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 0660 | SODDING | 05990 | SQYD | 22,590.00 | 22,590.000 | 1,217.000 | 1,217.000 | 2.00 | 2,434.00 | |||
| 0670 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 28.00 | 28.000 | 67.500 | 67.500 | 60.00 | 4,050.00 | |||
| 0680 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 1,774.00 | 1,774.000 | 1,083.000 | 1,083.000 | 2.16 | 2,339.28 | |||
| 0690 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,003.00 | 9,003.000 | 6,531.000 | 6,531.000 | 0.33 | 2,155.23 | |||
| 0700 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 2,543.00 | 2,543.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| 0710 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 3,276.00 | 3,276.000 | 1,148.000 | 4,841.250 | 5,989.250 | 1.25 | 1,435.00 | 7,486.56 | |
| 0720 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 5,584.00 | 5,584.000 | -1,148.000 | 6,275.000 | 5,127.000 | 1.25 | -1,435.00 | 6,408.75 | |
| 0730 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 1,386.00 | 1,386.000 | 406.000 | 406.000 | 4.39 | 1,782.34 | |||
| 0740 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 11.00 | 11.000 | 7.000 | 7.000 | 85.00 | 595.00 | |||
| 0750 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 15.00 | 15.000 | 20.000 | 20.000 | 90.00 | 1,800.00 | |||
| 0760 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0770 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 895.00 | 895.000 | 185.000 | 185.000 | 1.50 | 277.50 | |||
| 0780 | CONCRETE-CLASS A | 08100 | CUYD | 62.58 | 40.480 | 70.300 | 70.300 | 625.00 | 43,937.50 | |||
| 0790 | STEEL REINFORCEMENT | 08150 | LB | 1,474.00 | 1,474.000 | 1,188.000 | 1,188.000 | 1.25 | 1,485.00 | |||
| 0800 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 5,300.00 | 10,600.00 | |||
| 0810 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,543.00 | 1,543.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0820 | CONCRETE ENCASEMENT | 20096ES601 | CUYD | 40.00 | 40.000 | 0.000 | 0.000 | 723.00 | 0.00 | |||
| 0830 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 164.00 | 164.000 | 53.000 | 53.000 | 2.50 | 132.50 | |||
| 0840 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 8.00 | 8.000 | 12.000 | 12.000 | 45.00 | 540.00 | |||
| 0850 | PLUG MANHOLE | 20242NN | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0860 | ABANDON MANHOLE | 20425ED | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 500.00 | 2,500.00 | |||
| 0870 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0880 | REPLACE MANHOLE | 20833ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 7,500.00 | 22,500.00 | |||
| 0890 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 983.00 | 983.000 | 580.000 | 580.000 | 20.00 | 11,600.00 | |||
| 0900 | REM ORNAMENTAL WROUGHT IRON FENCE/GATE | 23178EC | LF | 192.60 | 192.600 | 169.750 | 169.750 | 7.00 | 1,188.25 | |||
| 0910 | REM-STORE-RESET ORNA WROUGHT IRON FENCE | 23179EC | LF | 6.00 | 6.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0920 | REMOVE-STORE AND RESET BRICK-PAVERS | 23181EC | SQYD | 30.10 | 30.100 | 0.000 | 0.000 | 285.00 | 0.00 | |||
| 0930 | REM-STORE AND RESET CHAINLINK FENCE/GATE | 23183EC | LF | 172.90 | 172.900 | 172.900 | 172.900 | 35.00 | 6,051.50 | |||
| 0940 | BRICK-PAVERS FOR SIDEWALK | 23185EC | SQYD | 656.80 | 656.800 | 1,480.900 | 1,480.900 | 70.00 | 103,663.00 | |||
| 0950 | STAMPED CONCRETE-10 IN | 23188EC | SQYD | 390.00 | 390.000 | 328.580 | 328.580 | 125.00 | 41,072.50 | |||
| 0960 | BRICK-PAVERS FOR ROADWAY | 23214EC | SQYD | 5,911.00 | 5,911.000 | 5,992.100 | 5,992.100 | 95.88 | 574,522.54 | |||
| 3001 | EW~ JL03 FUNDS | 10098NX | DOLL | 1,000,000.00 | 1,000,000.000 | 1,000,000.000 | 1,000,000.000 | -1.00 | -1,000,000.00 | |||
| 8001 | EMBANKMENT | 21533EN | CUYD | 0.00 | 3,926.000 | 4,646.930 | 4,646.930 | 9.75 | 45,307.56 | |||
| 8002 | JPC PAVEMENT-10 IN Color Addition | 02069 | SQYD | 0.00 | 390.000 | 328.580 | 328.580 | 57.51 | 18,896.63 | |||
| 8011 | SIDEWALK CONSTRUCTION Paver Restraint | 23535EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 12,405.20 | 12,405.20 | |||
| 8012 | DROP BOX INLET TYPE 13S | 01568 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,200.00 | 6,400.00 | |||
| 8013 | SEWER PIPE-15 IN | 01055 | LF | 0.00 | 20.000 | 20.000 | 20.000 | 91.35 | 1,827.00 | |||
| 8014 | SEWER PIPE-18 IN | 01056 | LF | 0.00 | 127.000 | 127.000 | 127.000 | 98.70 | 12,534.90 | |||
| 8015 | SEWER PIPE-24 IN | 01058 | LF | 0.00 | 25.000 | 25.000 | 25.000 | 130.20 | 3,255.00 | |||
| 8016 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 122.000 | 122.000 | 122.000 | 70.26 | 8,571.72 | |||
| 8017 | STAKING Plan Revisions | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,808.75 | 2,808.75 | |||
| 8018 | EXISTING RETAINING WALL REPAIR | 23817EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,864.27 | 1,864.27 | |||
| 8019 | REMOVE AND RECONSTRUCT ISLAND | 23790EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,786.69 | 2,786.69 | |||
| 8020 | BARRIER WALL Temporary - 10 Ft. Length | 23696EC | LF | 0.00 | 414.000 | 360.000 | 360.000 | 16.50 | 5,940.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0002 BRIDGE | |||||||
| 0970 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,007.00 | 1,007.000 | 1,007.000 | 1,007.000 | 46.50 | 46,825.50 | |||
| 0980 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 76.40 | 76.400 | 129.976 | 129.976 | 415.00 | 53,940.04 | |||
| 0990 | CONCRETE-CLASS B | 02555 | CUYD | 189.00 | 189.000 | 193.150 | 193.150 | 310.00 | 59,876.50 | |||
| 1010 | MASONRY COATING | 02998 | SQYD | 3,712.00 | 3,712.000 | 4,158.140 | 4,158.140 | 10.60 | 44,076.28 | |||
| 1020 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 116.00 | 116.000 | 116.000 | 116.000 | 68.00 | 7,888.00 | |||
| 1030 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 534.00 | 534.000 | -0.700 | 534.700 | 534.000 | 28.00 | -19.60 | 14,952.00 | |
| 1040 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 20.00 | 20.000 | 0.000 | 0.000 | 57.00 | 0.00 | |||
| 1050 | CONCRETE-CLASS A | 08100 | CUYD | 583.10 | 583.100 | 584.260 | 584.260 | 500.00 | 292,130.00 | |||
| 1060 | CONCRETE-CLASS AA | 08104 | CUYD | 818.00 | 1,105.810 | 1,107.410 | 1,107.410 | 625.00 | 692,131.25 | |||
| 1070 | STEEL REINFORCEMENT | 08150 | LB | 65,916.00 | 65,916.000 | 65,916.000 | 65,916.000 | 0.76 | 50,096.16 | |||
| 1080 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 200,266.00 | 231,253.160 | 231,703.560 | 231,703.560 | 0.80 | 185,362.84 | |||
| 1090 | STRUCTURAL STEEL 723,296 LB | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,074,000.00 | 1,074,000.00 | |||
| 1100 | SHEAR CONNECTORS 8,164 LB | 08170 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 26,000.00 | 26,000.00 | |||
| 1110 | ELECTRICAL CONDUIT | 08269 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1120 | JACK & SUPPORT BRIDGE SPAN | 08435 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 323,000.00 | 323,000.00 | |||
| 1130 | EXPANSION DAM-2 IN NEOPRENE | 08470 | LF | 36.00 | 36.000 | 36.000 | 36.000 | 345.00 | 12,420.00 | |||
| 1140 | EXPANSION DAM-4 IN NEOPRENE | 08472 | LF | 115.00 | 115.000 | 115.000 | 115.000 | 330.00 | 37,950.00 | |||
| 1150 | BRIDGE CHAIN LINK FENCE-7 FT | 08709 | LF | 1,363.00 | 1,363.000 | 1,363.000 | 1,363.000 | 62.00 | 84,506.00 | |||
| 1160 | DRILLED SHAFT 60 IN-COMMON | 20744ED | LF | 931.00 | 931.000 | 875.000 | 875.000 | 450.00 | 393,750.00 | |||
| 1170 | CSL TESTING (6 TUBES) | 21322NC | EACH | 21.00 | 21.000 | 4.000 | 19.000 | 23.000 | 1,000.00 | 4,000.00 | 23,000.00 | |
| 1180 | RAIL SYSTEM TYPE III | 21532ED | LF | 754.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1190 | FIBERGLASS DRAIN PIPE | 21679EN | LF | 11.00 | 11.000 | 22.000 | 22.000 | 215.00 | 4,730.00 | |||
| 1200 | DRILLED SHAFT-36 IN COMMON | 23248EC | LF | 356.00 | 678.000 | 678.000 | 678.000 | 300.00 | 203,400.00 | |||
| 1210 | DRILLED SHAFT-72 IN COMMON | 23249EC | LF | 551.00 | 551.000 | 422.000 | 422.000 | 525.00 | 221,550.00 | |||
| 1220 | DRILLED SHAFT LOAD TEST | 23271EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1230 | CSL TESTING (3 TUBES) | 23272EC | EACH | 7.00 | 7.000 | 3.000 | 12.000 | 15.000 | 700.00 | 2,100.00 | 10,500.00 | |
| 1240 | POST TEST GROUTING | 23273EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,300.00 | 5,300.00 | |||
| 1250 | EXPANSION DAM-1 5/8 IN-NEOPRENE | 23555EC | LF | 72.00 | 72.000 | 72.000 | 72.000 | 405.00 | 29,160.00 | |||
| 8000 | STRUCTURAL STEEL Administrative Settlement - Camber Issues | 08160 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 157,500.00 | 157,500.00 | |||
| 8003 | MOBILIZATION 36" Drilled Shaft Tooling | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,604.04 | 1,604.04 | |||
| 8004 | FOUNDATION PREPARATION Excavate & Reform at Retaining Wall C | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,115.90 | 7,115.90 | |||
| 8005 | FOUNDATION PREPARATION Retaining Wall C Drilled Shafts 5, 4A, 5A | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 13,534.21 | 13,534.21 | |||
| 8006 | REMOVE STRUCTURE Pier 4 | 02731 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 28,968.51 | 28,968.51 | |||
| 8007 | DRILLED SHAFT CORE | 24183EC | LF | 0.00 | 37.000 | 37.000 | 37.000 | 68.24 | 2,524.88 | |||
| 8009 | STEEL REPAIR Bend Rebar | 23298EC | LS | 0.00 | 1.000 | 0.000 | 0.000 | 1,822.42 | 0.00 | |||
| 8010 | REMOVE BRIDGE RAIL Rail System Type III | 08811 | LF | 0.00 | 548.500 | 548.500 | 548.500 | 169.70 | 93,080.45 | |||
| 8021 | STEEL REPAIR Bend Rebar - WB | 23298EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,133.19 | 3,133.19 | |||
| 8022 | SITE RESTORATION Abutment #2 | 21998NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 4,218.10 | 4,218.10 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0003 SIGNALIZATION | |||||||
| 1260 | CONDUIT-2 IN | 04795 | LF | 1,986.00 | 1,986.000 | 2,515.000 | 2,515.000 | 8.00 | 20,120.00 | |||
| 1270 | JUNCTION BOX TYPE B | 04811 | EACH | 23.00 | 23.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
| 1280 | TRENCHING AND BACKFILLING | 04820 | LF | 1,096.00 | 1,096.000 | 1,675.000 | 1,675.000 | 3.50 | 5,862.50 | |||
| 1290 | LOOP WIRE | 04830 | LF | 5,807.00 | 5,807.000 | 4,364.000 | 4,364.000 | 0.25 | 1,091.00 | |||
| 1300 | CABLE-NO. 14/5C | 04844 | LF | 7,602.00 | 7,602.000 | 8,968.000 | 8,968.000 | 1.25 | 11,210.00 | |||
| 1310 | CABLE-NO. 14/7C | 04845 | LF | 350.00 | 350.000 | 427.000 | 427.000 | 1.25 | 533.75 | |||
| 1320 | CABLE-NO. 14/1 PAIR | 04850 | LF | 2,829.00 | 2,829.000 | 3,475.000 | 3,475.000 | 1.25 | 4,343.75 | |||
| 1330 | MAST ARM POLE 30' 20 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 1340 | MAST ARM POLE 44'/34' 65 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 1350 | MAST ARM POLE 47'/33' 65 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 1360 | MAST ARM POLE 48' 65 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 1370 | MAST ARM POLE 52'/51' 100 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1380 | MAST ARM POLE 56'/54' 130 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1390 | MAST ARM POLE 60'/49' 120 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1400 | MAST ARM POLE 63'/51' 150 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1410 | MESSENGER-10800 LB | 04885 | LF | 231.00 | 231.000 | 232.000 | 232.000 | 3.00 | 696.00 | |||
| 1420 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,000.00 | 12,000.00 | |||
| 1430 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 200.00 | 800.00 | |||
| 1440 | TEMP SIGNAL 12TH ST. AT MADISON AVE. | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1450 | TEMP SIGNAL 12TH ST. AT RUSSELL ST. | 04935 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 18,000.00 | 18,000.00 | |||
| 1460 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 1470 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 75.00 | 525.00 | |||
| 1480 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 36.00 | 36.000 | 36.000 | 36.000 | 210.00 | 7,560.00 | |||
| 1490 | INSTALL LED SIGNAL-5 SECTION | 20189NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 210.00 | 420.00 | |||
| 1500 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 1510 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 75.00 | 3,000.00 | |||
| 1520 | DIRECTIONAL BORE | 22668EN | LF | 352.00 | 352.000 | 232.000 | 232.000 | 40.00 | 9,280.00 | |||
| 1530 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 40.00 | 40.000 | 40.000 | 40.000 | 190.00 | 7,600.00 | |||
| 1540 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 48.00 | 48.000 | 48.000 | 48.000 | 750.00 | 36,000.00 | |||
| 1550 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 2560 | LOOP SAW SLOT AND FILL (ADDED: 7-9-09) | 04895 | LF | 2,567.00 | 2,567.000 | 1,589.000 | 1,589.000 | 11.00 | 17,479.00 | |||
| 8008 | PAINT SIGNAL SYSTEM | 24184EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 64,529.97 | 64,529.97 | |||
| 8023 | VIDEO DETECTION-INSTALL | 20275EC | EACH | 0.00 | 5.000 | 5.000 | 5.000 | 518.72 | 2,593.60 | |||
| 8024 | RELOCATE SIGNAL HEAD Pedestrian | 21659NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,310.50 | 4,621.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0004 MOB AND DEMOB | |||||||
| 1560 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 387,703.69 | 387,703.69 | |||
| 1570 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 123,915.00 | 92,936.25 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0005 LIGHTING | |||||||
| 1580 | POLE BASE | 04740 | EACH | 32.00 | 32.000 | 34.000 | 34.000 | 850.00 | 28,900.00 | |||
| 1590 | HPS LUMINAIRE | 04770 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 1,150.00 | 16,100.00 | |||
| 1600 | FUSED CONNECTOR KIT | 04780 | EACH | 64.00 | 64.000 | 64.000 | 64.000 | 60.00 | 3,840.00 | |||
| 1610 | CONDUIT-2 IN | 04795 | LF | 3,800.00 | 3,800.000 | 2,614.000 | 2,614.000 | 5.00 | 13,070.00 | |||
| 1620 | TRENCHING AND BACKFILLING | 04820 | LF | 3,485.00 | 3,485.000 | 2,178.000 | 2,178.000 | 3.50 | 7,623.00 | |||
| 1630 | OPEN CUT ROADWAY | 04821 | LF | 315.00 | 315.000 | 125.000 | 125.000 | 45.00 | 5,625.00 | |||
| 1640 | WIRE-NO. 12 | 04832 | LF | 1,865.00 | 1,865.000 | 2,695.000 | 2,695.000 | 0.50 | 1,347.50 | |||
| 1650 | WIRE-NO. 8 | 04833 | LF | 3,800.00 | 3,800.000 | 3,912.000 | 3,912.000 | 1.00 | 3,912.00 | |||
| 1660 | WIRE-NO. 4 | 04835 | LF | 4,750.00 | 4,750.000 | 4,769.000 | 4,769.000 | 1.20 | 5,722.80 | |||
| 1670 | WIRE-NO. 2 | 04836 | LF | 5,035.00 | 5,035.000 | 3,985.000 | 3,985.000 | 2.35 | 9,364.75 | |||
| 1680 | METAL HALIDE LUMINAIRE | 23224EC | EACH | 18.00 | 18.000 | 20.000 | 20.000 | 1,195.00 | 23,900.00 | |||
| 1690 | POLE 20 FT MTG HT | 23225EC | EACH | 32.00 | 32.000 | 34.000 | 34.000 | 2,250.00 | 76,500.00 | |||
| 1700 | BANNER ARM | 23226EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 300.00 | 1,200.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0006 SEWER | |||||||
| 1710 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 950.00 | 2,850.00 | |||
| 1720 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 865.00 | 3,460.00 | |||
| 1730 | LATERAL SERVICE INVESTIGATION | 23476EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 1740 | REMOVE PROTRUDING LATERAL | 23477EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 275.00 | 0.00 | |||
| 1750 | CURE IN PLACE PIPE LINER-12 IN | 23478EC | LF | 223.00 | 223.000 | 380.300 | 380.300 | 70.00 | 26,621.00 | |||
| 1760 | CURE IN PLACE PIPE LINER-15 IN | 23479EC | LF | 300.00 | 300.000 | 460.000 | 460.000 | 103.00 | 47,380.00 | |||
| 1770 | CURE IN PLACE PIPE LINER-18 IN | 23480EC | LF | 520.00 | 520.000 | 249.400 | 249.400 | 83.00 | 20,700.20 | |||
| 1780 | CURE IN PLACE PIPE LINER-21 IN | 23481EC | LF | 55.00 | 55.000 | 0.000 | 0.000 | 290.00 | 0.00 | |||
| 1790 | SANITARY SEWER POINT REPAIR | 23482EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 12,000.00 | 0.00 | |||
| 1800 | SANITARY SERVICE & LATERAL CONN REINST GROUTING | 23483EC | EACH | 2.00 | 2.000 | 8.000 | 8.000 | 55.00 | 440.00 | |||
| 1810 | PERFORM CIPP ACCEPTANCE TESTING | 23484EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0007 WATERLINE | |||||||
| 1820 | DUCTILE IRON PIPE-8 IN CLASS 50 W/POLYWRAP | 01095 | LF | 22.00 | 22.000 | 7.000 | 7.000 | 50.00 | 350.00 | |||
| 1830 | DUCTILE IRON PIPE-12 IN CLASS 50 W/POLYWRAP | 01099 | LF | 305.00 | 305.000 | 28.000 | 28.000 | 67.00 | 1,876.00 | |||
| 1840 | COPPER PIPE-3/4 IN | 03360 | LF | 150.00 | 150.000 | 117.000 | 117.000 | 33.00 | 3,861.00 | |||
| 1850 | COPPER PIPE-1 IN | 03361 | LF | 88.00 | 88.000 | 130.000 | 130.000 | 35.00 | 4,550.00 | |||
| 1860 | COPPER PIPE-1 IN TO SPRINKLER | 03361 | LF | 48.00 | 48.000 | 37.000 | 37.000 | 30.00 | 1,110.00 | |||
| 1870 | COPPER PIPE-2 IN | 03363 | LF | 85.00 | 85.000 | 80.000 | 80.000 | 44.00 | 3,520.00 | |||
| 1880 | ADJUST FIRE HYDRANT | 03426 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1890 | RELOCATE WATER METER | 03431 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 450.00 | 1,350.00 | |||
| 1900 | RELOCATE WATER METER | 03431 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 1910 | RELOCATE FIRE HYDRANT | 03433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1920 | RECONNECT SERVICE | 03437 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 1930 | RECONNECT SERVICE | 03437 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 50.00 | 150.00 | |||
| 1940 | RECONNECT TO MAIN | 03438 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 250.00 | 1,000.00 | |||
| 1950 | RECONNECT TO MAIN | 03438 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 250.00 | 750.00 | |||
| 1960 | TAPPING SLEEVE & VALVE 24" X 6" | 03551 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,400.00 | 0.00 | |||
| 1970 | CONNECT TO WATER MAIN TIE-IN 12 INCH | 20081NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 1980 | CONNECT TO WATER MAIN TIE-IN 4 INCH | 20081NN | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,500.00 | 3,000.00 | |||
| 1990 | BUTTERFLY VALVE 24 INCH | 20139EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 8,800.00 | 35,200.00 | |||
| 2000 | DUCTILE IRON CROSS 24" X 24" | 20248NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,100.00 | 3,100.00 | |||
| 2010 | PLUG & BLOCK 10 INCH | 20253NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 2020 | PLUG & BLOCK 10 INCH | 20253NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 2030 | PLUG & BLOCK 24 INCH | 20253NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,700.00 | 1,700.00 | |||
| 2040 | PLUG & BLOCK 4 INCH | 20253NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 2050 | BEND AND BLOCK-8 IN | 20555NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2060 | CONNECT TO 6 IN | 20559NC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 2070 | PROPOSED WATER METER 1INCH FOR SPRINKLER | 20582ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 2080 | BEND AND BLOCK-12 IN | 20788ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| 2090 | CONNECT TO 12 IN | 20790ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2100 | REDUCER 8 IN X 4IN | 21053ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 110.00 | 110.00 | |||
| 2110 | CONNECT TO 4 IN | 21193ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,500.00 | 4,500.00 | |||
| 2120 | ANCHOR TEE AND BLOCK 12" X 12" X 6" | 21526ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 520.00 | 520.00 | |||
| 2130 | ANCHOR TEE AND BLOCK 12" X 8" | 21526ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 520.00 | 0.00 | |||
| 2140 | ANCHOR TEE AND BLOCK 24" X 24" X 6" | 21526ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 2,100.00 | 6,300.00 | |||
| 2150 | CONNECT TO 10 IN | 22169NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 2160 | PLUG AND BLOCK-6 IN | 22170NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 2170 | RESTRAINED JOINT BEND-12 IN | 22782NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 380.00 | 0.00 | |||
| 2180 | RESILIENT SEAT GATE VALVE-12 IN | 22874NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 2190 | RESILIENT SEAT GATE VALVE-12 IN DUCTILE IRON | 22874NN | EACH | 3.00 | 3.000 | 6.000 | 6.000 | 1,950.00 | 11,700.00 | |||
| 2200 | RESILIENT SEATED GATE VALVE-6 IN | 23442EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 965.00 | 2,895.00 | |||
| 2210 | RESILIENT SEATED GATE VALVE-8 IN | 23443EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 2220 | RESILIENT SEATED GATE VALVE-8 IN DUCTILE IRON | 23443EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 2230 | RESTRAINED JOINT BEND AND BLOCK-6 IN | 23446EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 2240 | RESTRAINED JOINT BEND AND BLOCK-12 IN | 23447EC | EACH | 3.00 | 3.000 | 14.000 | 14.000 | 380.00 | 5,320.00 | |||
| 2250 | RESTRAINED JOINT BEND AND BLOCK-24 IN | 23450EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,865.00 | 9,325.00 | |||
| 2260 | RESTRAINED JOINT REDUCER-8 X 4 IN | 23452EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 110.00 | 220.00 | |||
| 2270 | CONNECT TO 24 IN | 23456EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 2280 | AIR RELEASE VALVE-3/4 IN | 23457EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 2290 | SPRINKLER CONNECTION TO MAIN-1 IN | 23465EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 2300 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 2310 | ADJUST WATER METER BOX TO GRADE | 23559ND | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 2320 | RESTRAINED JOINT REDUCER 12" X 10" | 23560ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 260.00 | 260.00 | |||
| 2330 | RESTRAINED JOINT REDUCER 24" X 12" | 23560ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 775.00 | 0.00 | |||
| 2340 | RESTRAINED JOINT BEND -24 IN | 23566NC | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,500.00 | 7,500.00 | |||
| 2350 | RESTRAINED JOINT BEND AND BLOCK-8 IN | 23567EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 2360 | RESTRAINED JOINT BEND AND BLOCK-10 IN | 23568EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 2370 | RESTRAINED JOINT TEE AND BLOCK 12" X 12" X 8" | 23569EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 520.00 | 1,040.00 | |||
| 2380 | RESTRAINED JOINT TEE AND BLOCK 24" X 24" X 24" | 23569EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,435.00 | 3,435.00 | |||
| 2390 | RESTRAINED JOINT DIP,CL50 W/POLYWRAP-4IN | 23570EC | LF | 5.00 | 5.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 2400 | RESTRAINED JOINT DIP,CL50 W/POLYWRAP-6IN | 23571EC | LF | 10.00 | 10.000 | 9.000 | 9.000 | 50.00 | 450.00 | |||
| 2410 | RESTRAINED JOINT DIP,CL50 W/POLYWRAP-8IN | 23572EC | LF | 28.00 | 28.000 | 25.000 | 25.000 | 50.00 | 1,250.00 | |||
| 2420 | RESTRAINED JOINT DIP,CL50 W/POLYWRP-10IN | 23573EC | LF | 5.00 | 5.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 2430 | RESTRAINED JOINT DIP,CL50 W/POLYWRP-12IN | 23574EC | LF | 628.00 | 628.000 | 943.000 | 943.000 | 104.00 | 98,072.00 | |||
| 2440 | RESTRAINED JOINT DIP,CL50 W/POLYWRP-24IN | 23575EC | LF | 530.00 | 530.000 | 517.500 | 517.500 | 273.00 | 141,277.50 | |||
| 8025 | FIRE HYDRANT | 02606 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,625.00 | 5,250.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0008 GASLINE | |||||||
| 2450 | GAS MAIN 8 IN SWPC INSTALL (REVISED: 7-9-09) | 20717ED | LF | 465.00 | 465.000 | 455.000 | 455.000 | 75.00 | 34,125.00 | |||
| 2460 | GAS MAIN 8 IN PL INSTALL (REVISED: 7-9-09) | 20718ED | LF | 150.00 | 150.000 | 204.000 | 204.000 | 49.00 | 9,996.00 | |||
| 2470 | INST M-C SHORT-SIDE SERVICE PIPING-1 IN (REVISED: 7-9-09) | 20731ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 2480 | INST M-C LONG-SIDE SERVICE PIPING-4 IN (REVISED: 7-9-09) | 22183NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,420.00 | 1,420.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0009 ELECTRIC | |||||||
| 2490 | BEND 90 DEG 4 IN | 03559 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 14.00 | 112.00 | |||
| 2500 | CONDUIT-4 IN SERVICE CONDUCTOR | 04799 | LF | 1,265.00 | 1,265.000 | 1,210.000 | 1,210.000 | 12.00 | 14,520.00 | |||
| 2510 | PULL BOX-3 X 5 | 23430EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,800.00 | 5,600.00 | |||
| Project | DE05911200946 | Fed/State Project Number | ARRA 27-3 (014) | Category | 0010 COMMUNICATION | |||||||
| 2520 | BEND 90 DEG 4 IN | 03559 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 14.00 | 42.00 | |||
| 2530 | CONDUIT-4 IN TRUNK AND DIST. | 04799 | LF | 465.00 | 465.000 | 444.000 | 444.000 | 12.00 | 5,328.00 | |||
| 2540 | PULL BOX-2 X 3 | 23582EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,620.00 | 4,860.00 | |||
| 2550 | PVC COUPLING-4 IN | 23433EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| SUBTOT | $11,901.53 |
$7,865,540.03 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1590-1-0I |
TRAFFIC INCIDENTAL | EACH |
14.00 | 0010 | $862.500000 | $12,075.00 | ||||||
1680-1-0I |
TRAFFIC INCIDENTAL | EACH |
18.00 | 0010 | $896.250000 | $16,132.50 | ||||||
1690-1-0I |
TRAFFIC INCIDENTAL | EACH |
32.00 | 0010 | $1628.070000 | $52,098.15 | ||||||
1090-1-0I |
STEEL, STRUCTURAL | LS |
1.00 | 0011 | $384793.470000 | $192,396.73 | ||||||
1090-1-1I |
STEEL, STRUCTURAL | LS |
1.00 | 0012 | $384793.470000 | $96,198.37 | ||||||
1090-1-0A |
STEEL, STRUCTURAL | LS |
0.30 | 0013 | $384793.470000 | $-57,719.02 | ||||||
1090-1-0A |
STEEL, STRUCTURAL | LS |
0.55 | 0014 | $384793.470000 | $-105,818.20 | ||||||
1090-1-0A |
STEEL, STRUCTURAL | LS |
0.10 | 0015 | $384793.470000 | $-19,239.67 | ||||||
1090-1-0A |
STEEL, STRUCTURAL | LS |
0.05 | 0017 | $384793.470000 | $-9,619.84 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0018 | $896.250000 | $-4,481.25 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
5.00 | 0018 | $1628.070000 | $-8,140.34 | ||||||
1590-1-0A |
TRAFFIC INCIDENTAL | EACH |
7.00 | 0026 | $862.500000 | $-6,037.50 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0026 | $896.250000 | $-896.25 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0026 | $1628.070000 | $-4,884.20 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0035 | $896.250000 | $-896.25 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0035 | $1628.070000 | $-1,628.07 | ||||||
1590-1-0A |
TRAFFIC INCIDENTAL | EACH |
6.00 | 0039 | $862.500000 | $-5,175.00 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
3.00 | 0039 | $896.250000 | $-2,688.75 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0039 | $1628.070000 | $-14,652.60 | ||||||
1590-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0042 | $862.500000 | $-862.50 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0042 | $1628.070000 | $-1,628.07 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0045 | $896.250000 | $-3,585.00 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0045 | $1628.070000 | $-6,512.27 | ||||||
1680-1-0A |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0046 | $896.250000 | $-3,585.00 | ||||||
1690-1-0A |
TRAFFIC INCIDENTAL | EACH |
9.00 | 0046 | $1628.070000 | $-14,652.60 | ||||||
1090-11C |
STEEL, STRUCTURAL | LS |
0.00 | 0014 | $96198.370000 | $-96,198.37 | ||||||
| SUBTOT | $0.00 |
|||||||||||
| Project | DE05911200999 | Fed/State Project Number | ARRA 27-3(014) | Category | 0020 MISCELLANEOUS | |||||||
| 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 | |
| 3000 | EW~ ARRA FUNDS | 10098NX | DOLL | 1,000,000.00 | 1,000,000.000 | 1,000,000.000 | 1,000,000.000 | 1.00 | 1,000,000.00 | |||
| SUBTOT | $0.00 |
$8,865,540.03 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||