|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:12/10/2014 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 091036 | Estimate Number | 0069 | Estimate Type FINAL | |||
| District Office | COVINGTON (06300) Franxman, Robert E. P.E. | ||||||
| Contractor | SUNESIS CONSTRUCTION CO | ADDR SN 0 VC Code VC0000020297 | |||||
| 2610 CRESCENTVILLE RD | |||||||
| WEST CHESTER , OH , 45069 | |||||||
| Pay Period | 01/01/2014 TO 10/10/2014 | ||||||
| Date Approved | 12/10/2014 | ||||||
| Primary Proj Number | DE05911200936 | ||||||
| Project No. | ARRA 0273(013) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | 12TH STREET (KY 1120) ARRA | ||||||
| Description | RECONSTRUCT KY 1120 (12TH ST.) FROM I-75 TO RUSSELL STREET | ||||||
| Date Let | 06/12/2009 | Formal Acceptance | 07/18/2012 | ||||
| Date Awarded | 06/30/2009 | Date Work Began | 08/31/2009 | ||||
| Date Contract Executed | 07/30/2009 | Open To Traffic | 01/30/2012 | ||||
| Date NTP Issued | 07/30/2009 | Actual Completion Date | 01/30/2012 | ||||
| Current Contract Amount | $6,785,654.71 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $6,597,003.38 |
Total Earnings | $6,373,647.33 |
$6,346,697.07 |
$26,950.26 |
|
| Percent Complete | 93.93 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $412,007.38 |
Gross Earnings | $6,373,647.33 |
$6,346,697.07 |
$26,950.26 |
|
| Total Change Orders | $188,651.33 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,373,647.33 |
$6,346,697.07 |
$26,950.26 |
|||
| Contract Id | 091036 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0069 | Project Number | ARRA 0273(013) | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | Period | 01/01/2014 TO 10/10/2014 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Pipeline Video Inspection and Colored Concrete | Approved | 12/28/2010 | $129,614.85 | 28.0 | |||||
| 002 | Barrier Wall - Pole Base - Various other supplemental items | Approved | 12/26/2013 | $59,036.48 | 13.0 | |||||
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 | 091036 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE05911200936 | |||||||
| Estimate Nbr | 0069 | Period | 01/01/2014 TO 10/10/2014 | |||||||
| Contractor | SUNESIS CONSTRUCTION CO | |||||||||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | 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 | 124.00 | 124.000 | 0.000 | 0.000 | 81.06 | 0.00 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 4,950.00 | 4,950.000 | 7,075.780 | 7,075.780 | 39.64 | 280,483.91 | |||
| 0030 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 15,042.00 | 15,042.000 | 11,403.510 | 11,403.510 | 20.90 | 238,333.35 | |||
| 0040 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 7.00 | 7.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0050 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 20.00 | 20.000 | 104.960 | 104.960 | 300.00 | 31,488.00 | |||
| 0060 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 4.00 | 4.000 | 22.020 | 22.020 | 300.00 | 6,606.00 | |||
| 0070 | STORM SEWER PIPE-18 IN | 00522 | LF | 941.00 | 941.000 | 927.050 | 927.050 | 78.07 | 72,374.79 | |||
| 0080 | STORM SEWER PIPE-24 IN | 00524 | LF | 748.00 | 748.000 | 771.500 | 771.500 | 126.57 | 97,648.75 | |||
| 0090 | STORM SEWER PIPE-30 IN | 00526 | LF | 1,474.00 | 1,474.000 | 1,465.170 | 1,465.170 | 150.73 | 220,845.07 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 5,009.00 | 5,009.000 | 4,535.000 | 4,535.000 | 6.78 | 30,747.30 | |||
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 32.00 | 32.000 | 58.000 | 58.000 | 28.44 | 1,649.52 | |||
| 0120 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,780.75 | 3,780.75 | |||
| 0130 | DUCTILE IRON PIPE-12 IN | 01099 | LF | 40.00 | 40.000 | 39.000 | 39.000 | 245.41 | 9,570.99 | |||
| 0140 | DUCTILE IRON PIPE-18 IN | 01105 | LF | 220.00 | 220.000 | 71.000 | 71.000 | 276.16 | 19,607.36 | |||
| 0150 | REMOVE PIPE | 01310 | LF | 946.00 | 946.000 | 223.000 | 223.000 | 9.41 | 2,098.43 | |||
| 0160 | PLUG PIPE | 01314 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 385.33 | 3,853.30 | |||
| 0170 | CURB BOX INLET TYPE B | 01480 | EACH | 29.00 | 29.000 | 29.000 | 29.000 | 3,848.08 | 111,594.32 | |||
| 0180 | REMOVE DROP BOX INLET | 01585 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 960.10 | 1,920.20 | |||
| 0190 | REMOVE CURB & GUTTER BOX INLET | 01705 | EACH | 16.00 | 16.000 | 10.000 | 10.000 | 960.10 | 9,601.00 | |||
| 0200 | FILL AND CAP CATCH BASIN | 01710 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 710.76 | 0.00 | |||
| 0210 | MANHOLE TYPE B | 01761 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 2,600.00 | 7,800.00 | |||
| 0220 | MANHOLE TYPE C | 01767 | EACH | 8.00 | 8.000 | 9.000 | 9.000 | 5,344.43 | 48,099.87 | |||
| 0230 | MANHOLE-TRAPPED | 01782 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,736.68 | 7,736.68 | |||
| 0240 | REMOVE MANHOLE | 01787 | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 1,378.15 | 9,647.05 | |||
| 0250 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 401.81 | 803.62 | |||
| 0260 | STANDARD INTEGRAL CURB | 01830 | LF | 7,094.00 | 7,094.000 | 7,031.660 | 7,031.660 | 7.87 | 55,339.16 | |||
| 0270 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 21.00 | 21.000 | 21.000 | 21.000 | 7.00 | 147.00 | |||
| 0290 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 217.00 | 217.000 | 348.000 | 348.000 | 4.50 | 1,566.00 | |||
| 0300 | BARRICADE-TYPE III | 02014 | EACH | 81.00 | 81.000 | 34.000 | 34.000 | 150.00 | 5,100.00 | |||
| 0310 | JPC PAVEMENT-10 IN | 02069 | SQYD | 20,840.00 | 20,840.000 | 20,238.210 | 20,238.210 | 45.00 | 910,719.45 | |||
| 0320 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 346.00 | 346.000 | 310.640 | 310.640 | 69.49 | 21,586.37 | |||
| 0330 | TEMP DITCH | 02159 | LF | 3,098.00 | 3,098.000 | 36.600 | 36.600 | 2.37 | 86.74 | |||
| 0340 | ROADWAY EXCAVATION | 02200 | CUYD | 22,350.00 | 22,350.000 | 100.000 | 23,222.800 | 23,322.800 | 8.29 | 829.00 | 193,346.01 | |
| 0350 | GRANULAR EMBANKMENT | 02223 | CUYD | 89.00 | 89.000 | 89.000 | 89.000 | 32.35 | 2,879.15 | |||
| 0360 | WATER | 02242 | MGAL | 395.00 | 395.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0370 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 37.00 | 37.000 | 41.000 | 41.000 | 100.00 | 4,100.00 | |||
| 0380 | CLEARING AND GRUBBING 6.3 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,211.69 | 22,211.69 | |||
| 0390 | CONCRETE-CLASS A FOR STEPS | 02551 | CUYD | 14.10 | 14.100 | 3.610 | 3.610 | 1,103.93 | 3,985.18 | |||
| 0400 | CONCRETE-CLASS B | 02555 | CUYD | 66.80 | 66.800 | 77.000 | 77.000 | 639.19 | 49,217.63 | |||
| 0410 | SIGNS | 02562 | SQFT | 529.00 | 529.000 | 716.250 | 716.250 | 3.10 | 2,220.37 | |||
| 0420 | OBJECT MARKER TYPE 2 (REVISED: 6-10-09) | 02565 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 15.00 | 60.00 | |||
| 0430 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 44,676.00 | 44,676.000 | 45,648.780 | 45,648.780 | 0.60 | 27,389.26 | |||
| 0440 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0450 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0460 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0470 | TEMP SILT FENCE | 02701 | LF | 6,196.00 | 6,196.000 | 1,085.000 | 1,085.000 | 2.50 | 2,712.50 | |||
| 0480 | SILT TRAP TYPE A | 02703 | EACH | 11.00 | 11.000 | 1.000 | 1.000 | 150.00 | 150.00 | |||
| 0490 | SILT TRAP TYPE B | 02704 | EACH | 71.00 | 71.000 | 11.000 | 11.000 | 160.00 | 1,760.00 | |||
| 0500 | SILT TRAP TYPE C | 02705 | EACH | 75.00 | 75.000 | 3.000 | 3.000 | 20.00 | 60.00 | |||
| 0510 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 66.00 | 66.000 | 1.000 | 1.000 | 28.00 | 28.00 | |||
| 0520 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 426.00 | 426.000 | 8.000 | 8.000 | 28.00 | 224.00 | |||
| 0530 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 450.00 | 450.000 | 4.000 | 4.000 | 20.00 | 80.00 | |||
| 0540 | CLEAN TEMP SILT FENCE | 02709 | LF | 6,196.00 | 6,196.000 | 31.000 | 31.000 | 0.83 | 25.73 | |||
| 0550 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 3,640.30 | 3,640.300 | 4,186.690 | 4,186.690 | 63.00 | 263,761.47 | |||
| 0560 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0570 | RELOCATE CRASH CUSHION | 02898 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,850.00 | 1,850.00 | |||
| 0580 | INSTALL TEMP CRASH CUSHION | 02900 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0590 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 2,060.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 26,261.00 | 26,261.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 0610 | TEMP MULCH | 05952 | SQYD | 26,261.00 | 26,261.000 | 18,378.870 | 18,378.870 | 0.20 | 3,675.77 | |||
| 0620 | SODDING | 05990 | SQYD | 26,261.00 | 26,261.000 | 5,009.000 | 5,009.000 | 5.00 | 25,045.00 | |||
| 0630 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 316.00 | 316.000 | 668.000 | 668.000 | 23.42 | 15,644.56 | |||
| 0640 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 500.00 | 500.000 | 1,428.000 | 1,428.000 | 0.20 | 285.60 | |||
| 0650 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 8,853.00 | 8,853.000 | 16,480.000 | 16,480.000 | 0.20 | 3,296.00 | |||
| 0660 | PAVE STRIPING-PERM PAINT-6 IN | 06515 | LF | 1,549.00 | 1,549.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0670 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 4,451.00 | 4,451.000 | 5,965.000 | 5,965.000 | 1.35 | 8,052.75 | |||
| 0680 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,962.00 | 4,962.000 | 3,695.000 | 3,695.000 | 1.35 | 4,988.25 | |||
| 0690 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 500.00 | 500.000 | 456.000 | 456.000 | 4.50 | 2,052.00 | |||
| 0700 | PAVE MARKING-THERMO STR ARROW | 06573 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 85.00 | 850.00 | |||
| 0710 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 85.00 | 935.00 | |||
| 0720 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 105.00 | 945.00 | |||
| 0730 | PAVEMENT MARKING REMOVAL | 06598 | SQFT | 3,317.00 | 3,317.000 | 2,182.500 | 2,182.500 | 1.50 | 3,273.75 | |||
| 0740 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 155.00 | 155.000 | 155.000 | 155.000 | 34.59 | 5,361.45 | |||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 7.60 | 7.600 | 0.000 | 0.000 | 88.30 | 0.00 | |||
| 0760 | STEEL REINFORCEMENT | 08150 | LB | 803.00 | 803.000 | 0.000 | 0.000 | 0.57 | 0.00 | |||
| 0770 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 6,100.00 | 61,000.00 | |||
| 0780 | FUEL ADJUSTMENT | 10020NS | DOLL | 5,533.00 | 5,533.000 | 65.160 | 7,483.620 | 7,548.780 | 1.00 | 65.16 | 7,548.78 | |
| 0790 | CONCRETE ENCASEMENT | 20096ES601 | CUYD | 400.00 | 400.000 | 12.000 | 12.000 | 78.00 | 936.00 | |||
| 0800 | PAVE MARK TEMP PAINT STOP BAR | 20099ES842 | LF | 500.00 | 500.000 | 11.000 | 11.000 | 1.50 | 16.50 | |||
| 0810 | PAVE MARK TEMP PAINT LINE ARROW | 20100ES842 | EACH | 31.00 | 31.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0820 | PLUG MANHOLE | 20242NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 327.90 | 0.00 | |||
| 0830 | ABANDON MANHOLE | 20425ED | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 324.94 | 649.88 | |||
| 0840 | GAS UTILITY COORDINATION | 20818ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 136,000.00 | 136,000.00 | |||
| 0850 | REPLACE MANHOLE | 20833ND | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 10,876.09 | 43,504.36 | |||
| 0860 | CONCRETE FORMLINER | 21432NC | SQFT | 760.00 | 760.000 | 421.220 | 421.220 | 8.12 | 3,420.30 | |||
| 0870 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 858.10 | 858.100 | 424.000 | 424.000 | 29.01 | 12,300.24 | |||
| 0880 | REM-STORE-RESET ORNA WROUGHT IRON FENCE | 23179EC | LF | 922.60 | 922.600 | 702.540 | 702.540 | 55.26 | 38,822.36 | |||
| 0890 | REPLACE SIDEWALK VAULT DOOR | 23180EC | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 592.08 | 1,776.24 | |||
| 0900 | REM-STORE AND RESET WOODEN FENCE/GATE | 23182EC | LF | 35.20 | 35.200 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0910 | REM-STORE AND RESET CHAINLINK FENCE/GATE | 23183EC | LF | 30.60 | 30.600 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0920 | REPLACE SIDEWALK WINDOW GRATE | 23184EC | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 252.02 | 252.02 | |||
| 0930 | DUCTILE IRON PIPE-15 IN | 23186EC | LF | 80.00 | 80.000 | 24.000 | 24.000 | 192.57 | 4,621.68 | |||
| 0940 | DUCTILE IRON PIPE-21 IN | 23187EC | LF | 60.00 | 60.000 | 0.000 | 0.000 | 212.93 | 0.00 | |||
| 0950 | STAMPED CONCRETE-10 IN | 23188EC | SQYD | 1,153.00 | 1,153.000 | 1,060.820 | 1,060.820 | 49.35 | 52,351.46 | |||
| 0960 | BOW AND PICKET ROD IRON FENCE ALUMINUM | 23397EC | LF | 140.00 | 140.000 | 140.000 | 140.000 | 55.26 | 7,736.40 | |||
| 2370 | REMOVE RAIL (ADDED: 6-4-09) | 23550EC | LF | 1,000.00 | 1,000.000 | 2,158.500 | 2,158.500 | 20.41 | 44,054.98 | |||
| 8000 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 0.00 | 1,581.000 | 1,493.500 | 1,493.500 | 10.39 | 15,517.46 | |||
| 8001 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 154.000 | 268.560 | 268.560 | 70.26 | 18,869.02 | |||
| 8002 | PAVEMENT REPAIR | 20757ED | SQYD | 0.00 | 200.000 | 16.320 | 226.210 | 242.530 | 69.49 | 1,134.07 | 16,853.40 | |
| 8003 | PIPE UNDERCUT | 02219 | CUYD | 0.00 | 105.000 | 103.710 | 103.710 | 87.49 | 9,073.58 | |||
| 8004 | EW~ Colored Concrete | 10096EX | SQYD | 0.00 | 1,153.000 | 1,060.820 | 1,060.820 | 57.51 | 61,007.75 | |||
| 8008 | EW~ Coal Chute Blocking | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,245.89 | 2,245.89 | |||
| 8009 | EXISTING RETAINING WALL REPAIR | 23817EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,174.78 | 3,174.78 | |||
| 8010 | REMOVE AND RECONSTRUCT ISLAND | 23790EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,055.16 | 5,055.16 | |||
| 8011 | HANDRAIL-TYPE A-1 | 02611 | LF | 0.00 | 39.000 | 39.000 | 39.000 | 90.00 | 3,510.00 | |||
| 8018 | BARRIER WALL (Temporary - 10 Ft. Length) | 23696EC | LF | 0.00 | 2,060.000 | 1,668.000 | 1,668.000 | 30.00 | 50,040.00 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0002 SIGNALIZATION | |||||||
| 0970 | CONDUIT-2 IN | 04795 | LF | 994.00 | 994.000 | 1,289.000 | 1,289.000 | 4.90 | 6,316.10 | |||
| 0980 | JUNCTION BOX TYPE B | 04811 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 195.00 | 1,950.00 | |||
| 0990 | TRENCHING AND BACKFILLING | 04820 | LF | 580.00 | 580.000 | 660.000 | 660.000 | 4.75 | 3,135.00 | |||
| 1000 | LOOP WIRE | 04830 | LF | 2,396.00 | 2,396.000 | 3,588.000 | 3,588.000 | 0.44 | 1,578.72 | |||
| 1010 | CABLE-NO. 14/5C | 04844 | LF | 4,743.00 | 4,743.000 | 5,939.000 | 5,939.000 | 1.50 | 8,908.50 | |||
| 1020 | CABLE-NO. 14/1 PAIR | 04850 | LF | 754.00 | 754.000 | 906.000 | 906.000 | 1.25 | 1,132.50 | |||
| 1030 | MAST ARM POLE 60'/53' 130 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,875.00 | 9,875.00 | |||
| 1040 | MAST ARM POLE 63'/53' 140 FT-KIPS | 04881 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 9,875.00 | 9,875.00 | |||
| 1050 | MAST ARM POLE 78'/42' 160 FT-KIPS | 04881 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 10,256.38 | 20,512.76 | |||
| 1060 | LOOP SAW SLOT AND FILL | 04895 | LF | 988.00 | 988.000 | 1,058.000 | 1,058.000 | 13.90 | 14,706.20 | |||
| 1070 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,750.00 | 7,500.00 | |||
| 1080 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,980.00 | 8,940.00 | |||
| 1090 | INSTALL LED SIGNAL-3 SECTION | 20188NS835 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 325.00 | 6,500.00 | |||
| 1100 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 1110 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 75.00 | 1,200.00 | |||
| 1120 | INSTALL SIGNAL-PEDESTRIAN COUNTDOWN | 23064NN | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 190.00 | 3,040.00 | |||
| 1130 | TRAFFIC SIGNAL POLE BASE | 23157EN | CUYD | 18.00 | 18.000 | 24.500 | 24.500 | 795.00 | 19,477.50 | |||
| 1140 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 8012 | PAINT SIGNAL SYSTEM | 24184EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,818.77 | 22,818.77 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0003 LIGHTING | |||||||
| 1150 | POLE BASE | 04740 | EACH | 42.00 | 26.000 | 26.000 | 26.000 | 890.00 | 23,140.00 | |||
| 1160 | POLE W/SECONDARY CONTROL EQUIP | 04760 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,900.00 | 7,900.00 | |||
| 1170 | HPS LUMINAIRE | 04770 | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 1,243.00 | 52,206.00 | |||
| 1180 | FUSED CONNECTOR KIT | 04780 | EACH | 84.00 | 84.000 | 84.000 | 84.000 | 68.00 | 5,712.00 | |||
| 1190 | CONDUIT-2 IN | 04795 | LF | 4,500.00 | 4,500.000 | 4,221.500 | 4,221.500 | 4.90 | 20,685.35 | |||
| 1200 | TRENCHING AND BACKFILLING | 04820 | LF | 3,930.00 | 3,930.000 | 3,912.000 | 3,912.000 | 5.90 | 23,080.80 | |||
| 1210 | OPEN CUT ROADWAY | 04821 | LF | 650.00 | 650.000 | 651.500 | 651.500 | 49.00 | 31,923.50 | |||
| 1220 | WIRE-NO. 12 | 04832 | LF | 2,450.00 | 2,450.000 | 2,646.000 | 2,646.000 | 0.80 | 2,116.80 | |||
| 1230 | WIRE-NO. 6 | 04834 | LF | 4,500.00 | 4,500.000 | 5,452.000 | 5,452.000 | 1.10 | 5,997.20 | |||
| 1240 | WIRE-NO. 1 | 23227EC | LF | 9,350.00 | 9,350.000 | 10,301.000 | 10,301.000 | 2.45 | 25,237.45 | |||
| 1250 | LIGHT POLE 20 FT | 23434EC | EACH | 42.00 | 42.000 | 42.000 | 42.000 | 2,345.00 | 98,490.00 | |||
| 8013 | POLE BASE (Spread Footer) | 04740 | EACH | 0.00 | 16.000 | 16.000 | 16.000 | 1,254.28 | 20,068.48 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0004 LANDSCAPING | |||||||
| 1260 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 282.00 | 282.000 | 254.000 | 254.000 | 24.84 | 6,309.36 | |||
| 1270 | PERF PIPE HEADWALL TY 2-6 IN | 01025 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 220.88 | 883.52 | |||
| 1280 | ROADWAY EXCAVATION | 02200 | CUYD | 1,589.00 | 1,589.000 | 1,589.000 | 1,589.000 | 19.33 | 30,715.37 | |||
| 1290 | EROSION CONTROL BLANKET | 05950 | SQYD | 1,965.00 | 1,965.000 | 1,363.320 | 1,363.320 | 0.80 | 1,090.65 | |||
| 1300 | TOPSOIL FURNISHED AND PLACED | 05997 | CUYD | 49.00 | 49.000 | 49.000 | 49.000 | 20.00 | 980.00 | |||
| 1310 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 291.00 | 291.000 | 0.000 | 0.000 | 5.10 | 0.00 | |||
| 1320 | CONCRETE TRENCH | 23314EC | LF | 27.00 | 27.000 | 22.000 | 22.000 | 99.21 | 2,182.62 | |||
| 1330 | ACER CAMPESTRE | 23316ES724 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 1340 | HEMEROCALLIS | 23317ES724 | EACH | 148.00 | 148.000 | 148.000 | 148.000 | 50.00 | 7,400.00 | |||
| 1350 | LIRIOPE SPICATA | 23318ES724 | EACH | 386.00 | 386.000 | 386.000 | 386.000 | 50.00 | 19,300.00 | |||
| 1360 | BIORETENTION PLANTER #1 | 23490EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,822.81 | 8,822.81 | |||
| 1370 | BIORETENTION PLANTER #2 | 23490EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,743.25 | 8,743.25 | |||
| 1380 | BIORETENTION PLANTER #3 | 23490EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,699.56 | 8,699.56 | |||
| 1390 | BIORETENTION PLANTER #4 | 23490EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 8,786.59 | 8,786.59 | |||
| 1400 | NEENAH R-4999-DX GRATE | 23491EC | LF | 24.00 | 24.000 | 21.000 | 21.000 | 130.63 | 2,743.23 | |||
| 1410 | DECORATIVE FENCE-3 RAIL | 23492EC | LF | 274.00 | 274.000 | 274.000 | 274.000 | 40.00 | 10,960.00 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0005 SEWER | |||||||
| 1420 | RECONSTRUCT MANHOLE | 01789 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 4,301.23 | 0.00 | |||
| 1430 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 10.00 | 10.000 | 5.000 | 5.000 | 673.73 | 3,368.65 | |||
| 1440 | LATERAL SERVICE INVESTIGATION | 23476EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 1450 | REMOVE PROTRUDING LATERAL | 23477EC | EACH | 5.00 | 5.000 | 41.000 | 41.000 | 1,200.00 | 49,200.00 | |||
| 1460 | CURE IN PLACE PIPE LINER-12 IN | 23478EC | LF | 363.00 | 363.000 | 232.800 | 232.800 | 50.00 | 11,640.00 | |||
| 1470 | CURE IN PLACE PIPE LINER-15 IN | 23479EC | LF | 1,017.00 | 1,017.000 | 1,307.000 | 1,307.000 | 55.00 | 71,885.00 | |||
| 1480 | CURE IN PLACE PIPE LINER-18 IN | 23480EC | LF | 2,971.00 | 2,971.000 | 1,736.700 | 1,736.700 | 60.00 | 104,202.00 | |||
| 1490 | CURE IN PLACE PIPE LINER-21 IN | 23481EC | LF | 676.00 | 676.000 | 986.500 | 986.500 | 65.00 | 64,122.50 | |||
| 1500 | SANITARY SEWER POINT REPAIR | 23482EC | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 3,000.00 | 9,000.00 | |||
| 1510 | SANITARY SERVICE & LATERAL CONN REINST | 23483EC | EACH | 160.00 | 160.000 | 128.000 | 128.000 | 1,500.00 | 192,000.00 | |||
| 1520 | PERFORM CIPP ACCEPTANCE TESTING | 23484EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 8014 | LATERAL SERVICE INVESTIGATION (Video Inspection) | 23476EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,173.15 | 5,173.15 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0006 UTILITY-GAS | |||||||
| 1530 | INSTALL M-C LONG-SIDE SERVICE PIPING-1IN | 20811ND | EACH | 30.00 | 30.000 | 39.000 | 39.000 | 920.00 | 35,880.00 | |||
| 1540 | INSTALL M-C SHORT-SIDE SERVICE PIPE-1 IN | 20812ND | EACH | 3.00 | 3.000 | 10.000 | 10.000 | 350.00 | 3,500.00 | |||
| 1550 | GAS MAIN-4 IN SWPC | 23467EC | LF | 132.00 | 132.000 | 139.500 | 139.500 | 76.00 | 10,602.00 | |||
| 1560 | GAS MAIN-4 IN PL | 23468EC | LF | 145.00 | 145.000 | 146.000 | 146.000 | 36.00 | 5,256.00 | |||
| 1570 | GAS MAIN-6 IN SWPC | 23469EC | LF | 1,603.00 | 1,603.000 | 1,520.500 | 1,520.500 | 87.00 | 132,283.50 | |||
| 1580 | GAS MAIN-6 IN PL | 23470EC | LF | 40.00 | 40.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 1590 | GAS MAIN-8 IN PL | 23471EC | LF | 151.00 | 151.000 | 171.000 | 171.000 | 49.00 | 8,379.00 | |||
| 1600 | GAS MAIN-8 IN SWPC | 23472EC | LF | 693.00 | 693.000 | 494.000 | 494.000 | 75.00 | 37,050.00 | |||
| 1610 | GAS MAIN-12 IN SWPC | 23473EC | LF | 760.00 | 760.000 | 696.000 | 696.000 | 122.00 | 84,912.00 | |||
| 1620 | GAS MAIN-12 IN PL | 23474EC | LF | 5.00 | 5.000 | 0.000 | 0.000 | 87.00 | 0.00 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0007 WATERLINE | |||||||
| 1630 | DUCTILE IRON PIPE-4 IN RESTRAINED JOINT | 01091 | LF | 62.00 | 62.000 | 41.830 | 41.830 | 130.18 | 5,445.42 | |||
| 1640 | DUCTILE IRON PIPE-6 IN RESTRAINED JOINT | 01093 | LF | 124.00 | 124.000 | 108.000 | 108.000 | 113.97 | 12,308.76 | |||
| 1650 | DUCTILE IRON PIPE-8 IN RESTRAINED JOINT | 01095 | LF | 1,246.00 | 1,246.000 | 1,066.000 | 1,066.000 | 108.69 | 115,863.54 | |||
| 1660 | DUCTILE IRON PIPE-24 IN RESTRAINED JOINT | 01111 | LF | 52.00 | 52.000 | 83.500 | 83.500 | 373.23 | 31,164.70 | |||
| 1670 | COPPER PIPE-3/4 IN | 03360 | LF | 723.00 | 723.000 | 1,571.000 | 1,571.000 | 36.32 | 57,058.72 | |||
| 1680 | COPPER PIPE-1 IN | 03361 | LF | 116.00 | 116.000 | 116.500 | 116.500 | 27.72 | 3,229.38 | |||
| 1690 | COPPER PIPE-1 IN | 03361 | LF | 368.00 | 368.000 | 0.000 | 0.000 | 27.72 | 0.00 | |||
| 1700 | COPPER PIPE-2 IN | 03363 | LF | 927.00 | 927.000 | 976.500 | 976.500 | 42.89 | 41,882.08 | |||
| 1710 | ADJUST WATER METER | 03427 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 142.07 | 1,704.84 | |||
| 1720 | RELOCATE WATER METER ALL SIZES | 03431 | EACH | 28.00 | 28.000 | 30.000 | 30.000 | 643.61 | 19,308.30 | |||
| 1730 | RELOCATE FIRE HYDRANT | 03433 | EACH | 6.00 | 2.000 | 2.000 | 2.000 | 1,241.64 | 2,483.28 | |||
| 1740 | RECONNECT SERVICE ALL SIZES | 03437 | EACH | 45.00 | 45.000 | 52.000 | 52.000 | 273.55 | 14,224.60 | |||
| 1750 | RECONNECT TO MAIN ALL SIZES | 03438 | EACH | 45.00 | 45.000 | 38.000 | 38.000 | 489.00 | 18,582.00 | |||
| 1760 | FIRE HYDRANT ASSEMBLY | 20156EC | EACH | 2.00 | 6.000 | 7.000 | 7.000 | 2,370.40 | 16,592.80 | |||
| 1770 | PLUG AND BLOCK-8 IN | 20556NC | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 167.92 | 335.84 | |||
| 1780 | CONNECT TO 6 IN | 20559NC | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 710.39 | 2,131.17 | |||
| 1790 | PROPOSED WATER METER | 20582ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,474.05 | 0.00 | |||
| 1800 | ANCHOR TEE AND BLOCK 8IN X 8IN X 6 IN | 20784ND | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 330.19 | 990.57 | |||
| 1810 | TAPPING SLEEVE AND VALVE 4 IN X 4 IN | 21045ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,175.12 | 0.00 | |||
| 1820 | CONNECT TO 4 IN | 21193ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 384.07 | 1,152.21 | |||
| 1830 | BUTTERFLY VALVE AND BOX-20 IN | 21910NN | EACH | 15.00 | 15.000 | 15.000 | 15.000 | 4,801.69 | 72,025.35 | |||
| 1840 | BUTTERFLY VALVE AND BOX-24 IN | 21911NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 6,436.09 | 25,744.36 | |||
| 1850 | PLUG AND BLOCK-6 IN | 22170NN | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 128.86 | 386.58 | |||
| 1860 | RESTRAINED JOINT BEND-8 IN | 22445NN | EACH | 9.00 | 9.000 | 16.000 | 16.000 | 238.59 | 3,817.44 | |||
| 1870 | CONNECT TO 8 IN | 22447NN | EACH | 10.00 | 10.000 | 3.000 | 3.000 | 549.44 | 1,648.32 | |||
| 1880 | TEE AND BLOCK-12X12X8 IN | 22762ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 555.45 | 0.00 | |||
| 1890 | RESTRAINED JOINT BEND-6 IN | 22780NN | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 171.73 | 171.73 | |||
| 1900 | RESILIENT SEAT GATE VALVE-4 IN | 22875NN | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 654.98 | 2,619.92 | |||
| 1910 | DUCTILE IRON PIPE-20 IN RESTRAINED JOINT | 23333EC | LF | 2,385.00 | 2,385.000 | 2,392.250 | 2,392.250 | 124.04 | 296,734.69 | |||
| 1920 | ANCHOR TEE AND BLOCK-20 X 20 X 6 IN | 23435EC | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 907.81 | 4,539.05 | |||
| 1930 | RESTRAINED TEE AND BLOCK-20 X 20 X 6 IN | 23436EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,646.56 | 3,293.12 | |||
| 1940 | RESTRAINED TEE AND BLOCK-20 X 20 X 8 IN | 23437EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,673.40 | 1,673.40 | |||
| 1950 | RESTRAINED JOINT TEE -20 X 20 X 8 IN | 23438EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,310.49 | 2,620.98 | |||
| 1960 | RESTRAINED TEE AND BLOCK-20 X 20 X 20 IN | 23439EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,101.94 | 4,203.88 | |||
| 1970 | RESTRAINED JOINT TEE -20 X 20 X 20 IN | 23440EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,739.05 | 1,739.05 | |||
| 1980 | DUCTILE IRON CROSS-20 X 8 IN | 23441EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,902.89 | 8,708.67 | |||
| 1990 | RESILIENT SEATED GATE VALVE-6 IN | 23442EC | EACH | 11.00 | 11.000 | 14.000 | 14.000 | 879.24 | 12,309.36 | |||
| 2000 | RESILIENT SEATED GATE VALVE-8 IN | 23443EC | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 1,206.28 | 9,650.24 | |||
| 2010 | RESTRAINED JOINT BEND AND BLOCK-4 IN | 23444EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 158.41 | 0.00 | |||
| 2020 | RESTRAINED JOINT BEND-4 IN | 23445EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 140.90 | 0.00 | |||
| 2030 | RESTRAINED JOINT BEND AND BLOCK-6 IN | 23446EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 521.61 | 521.61 | |||
| 2040 | RESTRAINED JOINT BEND AND BLOCK-12 IN | 23447EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 489.55 | 0.00 | |||
| 2050 | RESTRAINED JOINT BEND AND BLOCK-20 IN | 23448EC | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 1,493.63 | 8,961.78 | |||
| 2060 | RESTRAINED JOINT BEND-20 IN | 23449EC | EACH | 21.00 | 21.000 | 24.000 | 24.000 | 1,078.86 | 25,892.64 | |||
| 2070 | RESTRAINED JOINT BEND AND BLOCK-24 IN | 23450EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,918.84 | 3,837.68 | |||
| 2080 | RESTRAINED JOINT REDUCER-6 X 4 IN | 23451EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 129.24 | 129.24 | |||
| 2090 | RESTRAINED JOINT REDUCER-8 X 4 IN | 23452EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 161.53 | 323.06 | |||
| 2100 | RESTRAINED JOINT REDUCER-8 X 6 IN | 23453EC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 170.60 | 682.40 | |||
| 2110 | RESTRAINED JOINT REDUCER-24 X 20 IN | 23454EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,551.92 | 3,103.84 | |||
| 2120 | CONNECT TO 20 IN | 23455EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,409.23 | 2,818.46 | |||
| 2130 | CONNECT TO 24 IN | 23456EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,676.26 | 1,676.26 | |||
| 2140 | AIR RELEASE VALVE-3/4 IN | 23457EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 815.19 | 3,260.76 | |||
| 2150 | PLUG AND BLOCK-4 IN | 23458EC | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 122.16 | 122.16 | |||
| 2160 | PLUG AND BLOCK-20 IN | 23459EC | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 745.84 | 2,983.36 | |||
| 2170 | FIRE CONNECTION-8 IN | 23460EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 829.00 | 829.00 | |||
| 2180 | COPPER CONNECTION-2 X 1 X 1 X 1 IN | 23461EC | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 678.40 | 5,427.20 | |||
| 2190 | LARGE METER BOX | 23462EC | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,259.41 | 10,075.28 | |||
| 2200 | TAPPING SLEEVE AND VALVE-20 X 20 IN | 23463EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 27,492.52 | 0.00 | |||
| 2210 | PROPOSED WATER METER-1 IN | 23464EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,135.84 | 0.00 | |||
| 2220 | SPRINKLER CONNECTION TO MAIN-1 IN | 23465EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 55.96 | 167.88 | |||
| 2230 | AIR RELEASE VALVE-2 IN | 23493EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 1,878.95 | 5,636.85 | |||
| 8005 | TEE RESTRAINED JOINT - 24x24x24 IN | 20125EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 4,057.34 | 4,057.34 | |||
| 8006 | REDUCER RESTRAINED JOINT - 20 IN x12 IN | 20056NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,251.95 | 1,251.95 | |||
| 8007 | REDUCER 12 IN X 8 IN RESTRAINED JOINT | 20824ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 904.52 | 904.52 | |||
| 8015 | RELOCATE WATER METER (Internal Fittings) | 03431 | EACH | 0.00 | 28.000 | 30.000 | 30.000 | 229.69 | 6,890.70 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0008 MOB AND DEMOB | |||||||
| 2240 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 303,051.76 | 303,051.76 | |||
| 2250 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 99,688.07 | 24,922.01 | 99,688.07 | |
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0009 UTILITY-PHONE | |||||||
| 2260 | INSTALL DUCT AND CONNECTIONS-4 IN 2 DUCTS-LABOR ONLY | 23466EC | LF | 2,446.00 | 2,446.000 | 1,481.000 | 1,481.000 | 9.85 | 14,587.85 | |||
| 8016 | CONDUIT-4 IN (Install Only - Phone) | 04799 | LF | 0.00 | 272.000 | 272.000 | 272.000 | 11.19 | 3,043.68 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0010 UTILITY-UNDERGROUND ELECTIC | |||||||
| 2270 | BEND 90 DEG 4 IN 36" RADIUS | 03559 | EACH | 10.00 | 10.000 | 26.000 | 26.000 | 75.00 | 1,950.00 | |||
| 2280 | BEND 90 DEG 6 IN 36" RADIUS | 03560 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 125.00 | 1,875.00 | |||
| 2290 | CONDUIT-4 IN SECONDARY | 04799 | LF | 1,710.00 | 1,710.000 | 1,718.000 | 1,718.000 | 12.75 | 21,904.50 | |||
| 2300 | LABOR TO INST TRANSFORMER PAD | 22412NN | LS | 1.00 | 1.000 | 1.000 | 1.000 | 325.00 | 325.00 | |||
| 2310 | PULL BOX-3 X 5 | 23430EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 1,980.00 | 13,860.00 | |||
| 2320 | CONDUIT-6 IN FOR 13KV CONDUCTOR | 23431EC | LF | 1,932.00 | 1,932.000 | 1,740.000 | 1,740.000 | 14.90 | 25,926.00 | |||
| 8017 | CONCRETE ENCASEMENT | 20057ES601 | LF | 0.00 | 143.000 | 143.000 | 143.000 | 27.98 | 4,001.14 | |||
| Project | DE05911200936 | Fed/State Project Number | ARRA 0273(013) | Category | 0011 UTILITY-CABLE | |||||||
| 2330 | BEND 90 DEG 4 IN 36" RADIUS | 03559 | EACH | 31.00 | 31.000 | 34.000 | 34.000 | 75.00 | 2,550.00 | |||
| 2340 | CONDUIT-4 IN | 04799 | LF | 2,320.00 | 2,320.000 | 3,532.000 | 3,532.000 | 13.50 | 47,682.00 | |||
| 2350 | PULL BOX-2 X 3 | 23432EC | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 985.00 | 6,895.00 | |||
| 2360 | PVC COUPLING-4 IN | 23433EC | EACH | 15.00 | 15.000 | 95.000 | 95.000 | 15.00 | 1,425.00 | |||
| SUBTOT | $26,950.25 |
$6,373,647.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1030-1-0I |
Mast Arm Pole 60-53 | EACH |
1.00 | 0010 | $7406.250000 | $7,406.25 | ||||||
1040-1-0I |
Mast Arm Pole 63-53 | EACH |
1.00 | 0010 | $7406.250000 | $7,406.25 | ||||||
1050-1-0I |
Mast Arm Pole 78-42 | EACH |
2.00 | 0010 | $7532.360000 | $15,064.72 | ||||||
1170-1-0I |
HPS Luminaire | EACH |
42.00 | 0010 | $822.650000 | $34,551.30 | ||||||
1250-1-0I |
Light Pole - 20 Ft | EACH |
42.00 | 0010 | $1758.750000 | $73,867.50 | ||||||
1170-1-0A |
HPS Luminaire | EACH |
21.00 | 0031 | $822.650000 | $-17,275.65 | ||||||
1250-1-0A |
Light Pole - 20 Ft | EACH |
21.00 | 0031 | $1758.750000 | $-36,933.75 | ||||||
1030-1-0A |
Mast Arm Pole 60-53 | EACH |
1.00 | 0045 | $7406.250000 | $-7,406.25 | ||||||
1040-1-0A |
Mast Arm Pole 63-53 | EACH |
1.00 | 0045 | $7406.250000 | $-7,406.25 | ||||||
1050-1-0A |
Mast Arm Pole 78-42 | EACH |
2.00 | 0045 | $7532.360000 | $-15,064.72 | ||||||
1170-1-0A |
HPS Luminaire | EACH |
21.00 | 0062 | $822.650000 | $-17,275.65 | ||||||
1250-1-0A |
Light Pole - 20 Ft | EACH |
21.00 | 0064 | $1758.750000 | $-36,933.75 | ||||||
| SUBTOT | $0.00 |
|||||||||||