|
Report_Id: 111339 Est NO 0035 |
Date:04/29/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111339 | Estimate Number | 0035 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | BARRETT PAVING MATERIALS INC | ADDR SN 2 VC Code VC0000005040 | |||||
| INC | |||||||
| 7 INTERSTATE ACCESS RD | |||||||
| WILDER , KY , 41076 | |||||||
| Pay Period | 04/05/2013 TO 04/18/2013 | ||||||
| Date Approved | 04/29/2013 | ||||||
| Primary Proj Number | DE04100221139 | ||||||
| Project No. | JL03 041 0022 011-012 | ||||||
| Primary County | GRANT | ||||||
| Name of Road | BARNES PIKE (KY 22) | ||||||
| Description | RELOCATE KY 22 FROM US 25 TO I-75 VIA BARNES ROAD CORRIDOR, 3-LANE IMPROVEMENT | ||||||
| Date Let | 09/23/2011 | Formal Acceptance | |||||
| Date Awarded | 10/05/2011 | Date Work Began | 11/25/2011 | ||||
| Date Contract Executed | 10/24/2011 | Open To Traffic | |||||
| Date NTP Issued | 10/24/2011 | Actual Completion Date | |||||
| Current Contract Amount | $3,971,521.79 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,880,828.87 |
Total Earnings | $2,783,063.71 |
$2,672,818.02 |
$110,245.69 |
|
| Percent Complete | 70.19 |
Stockpiled Materials | $4,396.74 |
$5,268.30 |
$-871.56 |
|
| Funds Available | $1,184,061.34 |
Gross Earnings | $2,787,460.45 |
$2,678,086.32 |
$109,374.13 |
|
| Total Change Orders | $90,692.92 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $2,787,460.45 |
$2,678,086.32 |
$109,374.13 |
|||
| Contract Id | 111339 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0035 | Project Number | JL03 041 0022 011-012 | |||||||
| Contractor | BARRETT PAVING MATERIALS INC | Period | 04/05/2013 TO 04/18/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Lot Pay Adjustment and Milling Reimbursement Override | Approved | 11/17/2011 | $0.00 | 0.0 | |||||
| 002 | Embankment Reimbursement Override | Approved | 12/28/2011 | $0.00 | 0.0 | |||||
| 003 | Electricial Junction Box | Approved | 04/24/2012 | $1,422.98 | 1.0 | |||||
| 004 | Sanitary Manhole Height Extension | Approved | 05/02/2012 | $581.14 | 1.0 | |||||
| 006 | Signs, Fittings, Pole Installation, Manhole ext. | Approved | 07/30/2012 | $19,559.56 | 1.0 | |||||
| 007 | Electric Power Poles & related Items | Approved | 09/12/2012 | $-2,722.39 | 0.0 | |||||
| 008 | category 0007 Electrical | Approved | 11/16/2012 | $60,325.83 | 3.0 | |||||
| 009 | Liquidated Damages Override | Approved | 08/29/2012 | $0.00 | 0.0 | |||||
| 010 | Storm Sewer & Utility, Tree Removal, Delineators | Approved | 03/18/2013 | $11,525.80 | 3.0 | |||||
| 011 | Electrical Service Cabinet/Junction Box | Pending | 0 | $15,502.61 | 9.0 | |||||
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 | 111339 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04100221139 | ||||||
| Estimate Nbr | 0035 | Period | 04/05/2013 TO 04/18/2013 | |||||||
| Contractor | BARRETT PAVING MATERIALS INC | |||||||||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | 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 | |
| 1001 | EMBANKMENT IN PLACE | 02230 | CUYD | 106,383.00 | 106,383.000 | 105,883.000 | 105,883.000 | 6.50 | 688,239.50 | |||
| 1002 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.010 | 0.640 | 0.650 | 23,400.00 | 234.00 | 15,210.00 | |
| 1003 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.010 | 0.680 | 0.690 | 60,000.00 | 600.00 | 41,400.00 | |
| 1004 | REMOVE PAVEMENT | 02091 | SQYD | 1,915.00 | 1,915.000 | 1,136.100 | 1,136.100 | 8.00 | 9,088.80 | |||
| 1005 | STANDARD CURB AND GUTTER | 01810 | LF | 6,177.00 | 6,177.000 | 2,679.100 | 2,679.100 | 12.91 | 34,587.18 | |||
| 1006 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 650.00 | 2,600.00 | |||
| 1007 | BARRIER HEADER CURB | 01880 | LF | 24.00 | 24.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 1008 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,700.00 | 11,400.00 | |||
| 1009 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 3,101.50 | 3,101.500 | 2,927.500 | 2,927.500 | 16.50 | 48,303.75 | |||
| 1010 | PAVE MARKING-THERMO X-WALK-6 IN | 06565 | LF | 380.00 | 380.000 | 0.000 | 0.000 | 4.60 | 0.00 | |||
| 1011 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 1,800.00 | 7,200.00 | |||
| 1012 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1013 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 9,622.00 | 9,622.000 | 0.000 | 0.000 | 0.33 | 0.00 | |||
| 1014 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 157.00 | 157.000 | 0.000 | 0.000 | 24.55 | 0.00 | |||
| 1015 | SIGNS | 02562 | SQFT | 200.00 | 400.000 | 381.000 | 381.000 | 9.00 | 3,429.00 | |||
| 1016 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 24.55 | 0.00 | |||
| 1017 | EDGE KEY | 02585 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 23.00 | 0.00 | |||
| 1018 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 56.00 | 56.000 | 0.000 | 0.000 | 33.00 | 0.00 | |||
| 1019 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 2,097.00 | 2,097.000 | 0.000 | 0.000 | 32.77 | 0.00 | |||
| 1020 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 1021 | SAFELOADING | 02690 | CUYD | 56.00 | 56.000 | 53.270 | 53.270 | 103.00 | 5,486.81 | |||
| 1022 | PAVE MARKING-THERMO COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 144.00 | 0.00 | |||
| 1023 | ADJUST MANHOLE | 01792 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 735.00 | 2,205.00 | |||
| 1024 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 166.00 | 166.000 | 0.000 | 0.000 | 7.75 | 0.00 | |||
| 1025 | WATER | 02242 | MGAL | 900.00 | 900.000 | 225.000 | 225.000 | 1.70 | 382.50 | |||
| 1026 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 72.00 | 72.000 | 10.000 | 10.000 | 40.00 | 400.00 | |||
| 1027 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 36.000 | 36.000 | 35.00 | 1,260.00 | |||
| 1028 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 72.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1029 | FUEL ADJUSTMENT | 10020NS | DOLL | 40,041.00 | 40,041.000 | -3,219.730 | -3,219.730 | 1.00 | -3,219.73 | |||
| 1030 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 59,850.00 | 59,850.000 | 9,304.040 | 9,304.040 | 1.00 | 9,304.04 | |||
| 1031 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 13.00 | 13.000 | 60.000 | 60.000 | 7.00 | 420.00 | |||
| 1032 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 18,400.00 | 18,400.000 | 1,257.000 | 14,993.000 | 16,250.000 | 0.24 | 301.68 | 3,900.00 | |
| 1033 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,040.00 | 1,040.000 | 1,635.000 | 1,635.000 | 1.40 | 2,289.00 | |||
| 1034 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,790.00 | 1,790.000 | 1,660.000 | 1,660.000 | 1.40 | 2,324.00 | |||
| 1035 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1036 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 200.00 | 200.000 | 0.000 | 0.000 | 18.00 | 0.00 | |||
| 1037 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 12,000.00 | 6,000.00 | |||
| 1038 | TEMP GUARDRAIL | 02397 | LF | 300.00 | 300.000 | 379.000 | 379.000 | 12.00 | 4,548.00 | |||
| 1039 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 750.00 | 1,500.00 | |||
| 1040 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1041 | CLEARING AND GRUBBING (16.54 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 1042 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 20.00 | 20.000 | 16.500 | 16.500 | 33.00 | 544.50 | |||
| 1043 | SAWCUT PAVEMENT | 20550ND | LF | 740.00 | 2,500.000 | 740.000 | 740.000 | 2.00 | 1,480.00 | |||
| 1044 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1045 | PERFORATED PIPE-4 IN | 01000 | LF | 943.00 | 943.000 | 1,188.000 | 1,188.000 | 7.60 | 9,028.80 | |||
| 1046 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 260.00 | 260.000 | 220.000 | 220.000 | 9.85 | 2,167.00 | |||
| 1047 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 390.00 | 780.00 | |||
| 1048 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 405.00 | 405.00 | |||
| 1049 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 430.00 | 430.00 | |||
| 1050 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 1,776.00 | 1,776.000 | 0.000 | 0.000 | 1.55 | 0.00 | |||
| 1051 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 2.000 | 2.000 | 325.00 | 650.00 | |||
| 1052 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 36.000 | 36.000 | 215.00 | 7,740.00 | |||
| 1053 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 0.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 1054 | TEMP SILT FENCE | 02701 | LF | 1,906.00 | 1,906.000 | 2,627.000 | 2,627.000 | 2.00 | 5,254.00 | |||
| 1055 | TEMP DITCH | 02159 | LF | 1,906.00 | 1,906.000 | 1,550.000 | 1,550.000 | 0.70 | 1,085.00 | |||
| 1056 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 80,077.00 | 0.000 | 0.000 | 0.000 | 0.32 | 0.00 | |||
| 1057 | TEMP MULCH | 05952 | SQYD | 80,077.00 | 80,077.000 | 68,499.769 | 68,499.769 | 0.16 | 10,959.96 | |||
| 1058 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,463.00 | 1,463.000 | 0.000 | 0.000 | 4.80 | 0.00 | |||
| 1059 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,906.00 | 1,906.000 | 1,100.000 | 1,100.000 | 0.50 | 550.00 | |||
| 1060 | EROSION CONTROL BLANKET | 05950 | SQYD | 5,243.00 | 14,243.000 | 12,625.806 | 12,625.806 | 1.05 | 13,257.09 | |||
| 1061 | SEEDING AND PROTECTION | 05985 | SQYD | 80,077.00 | 80,077.000 | 38,445.055 | 38,445.055 | 0.32 | 12,302.41 | |||
| 1062 | TOPDRESSING FERTILIZER | 05966 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 947.58 | 0.00 | |||
| 1063 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 20,019.00 | 29,019.000 | 21,990.778 | 21,990.778 | 0.15 | 3,298.61 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8001 | MILLING REIMBURSEMENT | 24256EN | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8002 | EMBANKMENT IN PLACE | 02230 | CUYD | 0.00 | 0.001 | -80,213.000 | -80,213.000 | 0.50 | -40,106.50 | |||
| 8012 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,103.54 | 2,103.54 | |||
| 8013 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 1,000.000 | 718.440 | 718.440 | 20.00 | 14,368.80 | |||
| 8028 | TREE REMOVAL and STUMP GRINDING | 20000ES724 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,840.00 | 1,840.00 | |||
| 8029 | DELINEATOR FOR GUARDRAIL B/W | 01987 | EACH | 0.00 | 100.000 | 50.000 | 50.000 | 7.00 | 350.00 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0002 DRAINAGE | |||||||
| 2001 | TEMPORARY PIPE | 20166ES810 | LF | 639.00 | 639.000 | 660.000 | 660.000 | 42.00 | 27,720.00 | |||
| 2002 | ENTRANCE PIPE-18 IN | 00441 | LF | 217.00 | 217.000 | 241.000 | 241.000 | 42.95 | 10,350.95 | |||
| 2003 | STORM SEWER PIPE-15 IN | 00521 | LF | 958.00 | 958.000 | 1,056.500 | 1,056.500 | 31.50 | 33,279.75 | |||
| 2004 | STORM SEWER PIPE-18 IN | 00522 | LF | 815.00 | 815.000 | 913.000 | 913.000 | 45.75 | 41,769.75 | |||
| 2005 | STORM SEWER PIPE-24 IN | 00524 | LF | 1,152.00 | 1,152.000 | 1,262.500 | 1,262.500 | 47.50 | 59,968.75 | |||
| 2006 | CURB BOX INLET TYPE A | 01456 | EACH | 19.00 | 17.000 | 15.000 | 15.000 | 3,545.00 | 53,175.00 | |||
| 2007 | DROP BOX INLET TYPE 1 | 01490 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,390.00 | 19,120.00 | |||
| 2008 | MANHOLE TYPE A | 01756 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,825.00 | 0.00 | |||
| 2009 | MANHOLE TYPE B | 01761 | EACH | 3.00 | 4.000 | 4.000 | 4.000 | 3,975.00 | 15,900.00 | |||
| 2010 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 1,660.00 | 9,960.00 | |||
| 2011 | CHANNEL LINING CLASS II | 02483 | TON | 469.00 | 469.000 | 594.570 | 594.570 | 26.75 | 15,904.74 | |||
| 2012 | CHANNEL LINING CLASS III | 02484 | TON | 343.50 | 343.500 | 295.040 | 295.040 | 29.25 | 8,629.92 | |||
| 2013 | STEEL REINFORCEMENT | 08150 | LB | 55.00 | 55.000 | 64.190 | 64.190 | 4.00 | 256.76 | |||
| 2014 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 2,150.00 | 2,150.000 | 1,322.180 | 1,322.180 | 20.00 | 26,443.60 | |||
| 2015 | CONCRETE-CLASS A | 08100 | CUYD | 8.68 | 8.680 | 10.150 | 10.150 | 1,060.00 | 10,759.00 | |||
| 2016 | PAVED DITCH TYPE 2 | 02158 | SQYD | 138.00 | 138.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2017 | SODDING | 05990 | SQYD | 18,000.00 | 18,000.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 2018 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 13,340.00 | 13,340.000 | 12,611.100 | 12,611.100 | 1.85 | 23,330.53 | |||
| 2019 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 2,518.00 | 2,518.000 | 4,300.910 | 4,300.910 | 2.00 | 8,601.82 | |||
| 8004 | ADJUST MANHOLE | 01792 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 581.14 | 581.14 | |||
| 8024 | LIQUIDATED DAMAGES . | 10111NS | DOLL | 0.00 | 0.001 | -5,000.000 | -5,000.000 | 1.00 | -5,000.00 | |||
| 8025 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 3,771.77 | 7,543.54 | |||
| 8026 | JUNCTION BOX 2.0' X 2.0' | 01650 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,835.40 | 1,835.40 | |||
| 8027 | CORED HOLE DRAINAGE BOX CON- 18 IN | 21541NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 451.50 | 451.50 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0003 PAVING | |||||||
| 3001 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 2,346.00 | 2,346.000 | 142.780 | 142.780 | 61.05 | 8,716.71 | |||
| 3002 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 20,767.00 | 20,767.000 | 1,632.820 | 10,004.280 | 11,637.100 | 45.05 | 73,558.54 | 524,251.35 | |
| 3003 | CRUSHED STONE BASE | 00003 | TON | 13,761.00 | 13,761.000 | 1,871.130 | 7,549.470 | 9,420.600 | 19.00 | 35,551.47 | 178,991.40 | |
| 3004 | CEM CONC ENT PAVEMENT-8 IN | 02101 | SQYD | 145.00 | 145.000 | 0.000 | 0.000 | 46.00 | 0.00 | |||
| 3005 | TRAFFIC BOUND BASE | 00020 | TON | 185.00 | 500.000 | 500.000 | 500.000 | 40.00 | 20,000.00 | |||
| 3006 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 3.40 | 3.400 | 4.020 | 4.020 | 615.00 | 2,472.30 | |||
| 3007 | ASPHALT SEAL AGGREGATE | 00100 | TON | 27.80 | 27.800 | 33.610 | 33.610 | 70.00 | 2,352.70 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0004 MOBILIZATION / DEMOBILIZATION | |||||||
| 4001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 80,000.00 | 80,000.00 | |||
| 4002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 56,500.00 | 0.00 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0005 SEWER | |||||||
| 5001 | CAP AND BLOCK FORCE MAIN-4 IN PVC | 24273EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 230.00 | 460.00 | |||
| 5002 | CAP AND BLOCK FORCE MAIN-8 IN PVC | 24274EC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 282.00 | 1,128.00 | |||
| 5003 | PVC FORCE MAIN-4 IN | 23599EC | LF | 430.00 | 430.000 | 409.000 | 409.000 | 24.75 | 10,122.75 | |||
| 5004 | PVC FORCE MAIN-8 IN | 24241EN | LF | 430.00 | 430.000 | 408.000 | 408.000 | 33.90 | 13,831.20 | |||
| 5005 | BEND AND BLOCK 4 IN (11 1/4 DEGREE) | 21046ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 275.00 | 275.00 | |||
| 5006 | BEND AND BLOCK 4 IN (45 DEGREE) | 21046ND | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 278.00 | 834.00 | |||
| 5007 | BEND AND BLOCK 4 IN (90 DEGREE) | 21046ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 286.00 | 286.00 | |||
| 5008 | BEND AND BLOCK-8 IN (11 1/4 DEGREE) | 20555NC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 333.00 | 666.00 | |||
| 5009 | BEND AND BLOCK-8 IN (45 DEGREE) | 20555NC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 342.00 | 1,026.00 | |||
| 5010 | BEND AND BLOCK-8 IN (90 DEGREE) | 20555NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 361.00 | 0.00 | |||
| 5011 | SOLID SLEEVE 4IN | 20826ED | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 495.00 | 990.00 | |||
| 5012 | SOLID SLEEVE-8 IN | 20123EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 575.00 | 1,150.00 | |||
| 5013 | STEEL ENCASEMENT PIPE-18 IN | 01075 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 447.50 | 40,275.00 | |||
| 5014 | TIE-IN TO MANHOLE | 20772ND | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,185.00 | 2,370.00 | |||
| 5015 | SANITARY SEWER MANHOLE | 01799 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,250.00 | 4,500.00 | |||
| 5016 | SEWER PIPE-8 IN | 01052 | LF | 720.00 | 720.000 | 672.000 | 672.000 | 37.75 | 25,368.00 | |||
| 5017 | PLUG-8 IN | 20507NS708 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 265.00 | 265.00 | |||
| 5018 | ADJUST MANHOLE FRAME TO GRADE | 01791 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 665.00 | 665.00 | |||
| 5019 | PLUG-4 IN | 23195EC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 59.50 | 0.00 | |||
| 5020 | PLUG-8 IN | 20507NS708 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0006 WATER | |||||||
| 6001 | SERVICE LINE - 1 IN | 21558EC | LF | 50.00 | 50.000 | 40.000 | 40.000 | 31.50 | 1,260.00 | |||
| 6002 | DUCTILE IRON PIPE-6 IN | 01093 | LF | 70.00 | 70.000 | 11.000 | 11.000 | 61.00 | 671.00 | |||
| 6003 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 2,200.00 | 2,200.000 | 2,083.500 | 2,083.500 | 47.50 | 98,966.25 | |||
| 6004 | CAP AND BLOCK-6 IN | 22605NN | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 263.00 | 789.00 | |||
| 6005 | CAP AND BLOCK-8 IN | 24268NN | EACH | 9.00 | 9.000 | 1.000 | 1.000 | 282.00 | 282.00 | |||
| 6006 | WATER METER WITH BOX | 23308EC | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,120.00 | 2,240.00 | |||
| 6007 | STEEL ENCASEMENT PIPE-18 IN (OPEN CUT) | 01075 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 92.75 | 4,637.50 | |||
| 6008 | STEEL ENCASEMENT PIPE-18 IN (BORE AND JACK) | 01075 | LF | 180.00 | 180.000 | 180.000 | 180.000 | 270.00 | 48,600.00 | |||
| 6009 | FIRE HYDRANT | 02606 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,575.00 | 2,575.00 | |||
| 6010 | TEE-8 IN X 6 IN | 24269NC | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 552.50 | 2,210.00 | |||
| 6011 | GATE VALVE-6 IN | 03526 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 836.00 | 1,672.00 | |||
| 6012 | TEMP SILT FENCE | 02701 | LF | 3,000.00 | 3,000.000 | 3,884.000 | 3,884.000 | 2.00 | 7,768.00 | |||
| 6013 | TEE-8 IN X 2 IN | 24270NC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 522.00 | 0.00 | |||
| 6014 | GATE VALVE-2 IN | 03522 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 885.00 | 0.00 | |||
| 6015 | SOLID SLEEVE-2 IN | 24271EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 6016 | SOLID SLEEVE-8 IN | 20123EC | EACH | 9.00 | 9.000 | 4.000 | 4.000 | 370.00 | 1,480.00 | |||
| 6017 | BEND AND BLOCK-8 IN (11 1/4 DEGREE) | 20555NC | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 448.00 | 2,688.00 | |||
| 6018 | BEND AND BLOCK-8 IN (22 1/2 DEGREE) | 20555NC | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 418.00 | 2,508.00 | |||
| 6019 | BEND AND BLOCK-8 IN (45 DEGREE) | 20555NC | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 420.00 | 2,520.00 | |||
| 6020 | GATE VALVE-8 IN | 03528 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 1,165.00 | 5,825.00 | |||
| 6021 | ASPHALT PAVING REPLACEMENT | 21333ED | LF | 900.00 | 900.000 | 476.000 | 476.000 | 59.00 | 28,084.00 | |||
| 6022 | SEEDING AND PROTECTION | 05985 | SQYD | 9,000.00 | 9,000.000 | 0.000 | 0.000 | 0.70 | 0.00 | |||
| 6023 | SOLID SLEEVE-6 IN | 20120EC | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 249.00 | 498.00 | |||
| 6024 | BEND AND BLOCK-6 IN | 20554NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 332.00 | 664.00 | |||
| 6025 | AIR RELEASE VALVE ASSEMBLY | 22082NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,390.00 | 0.00 | |||
| 8006 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 0.00 | 9.000 | 8.000 | 8.000 | 223.01 | 1,784.08 | |||
| 8007 | TEE-8 IN X 8 IN | 23199EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 656.25 | 656.25 | |||
| 8008 | SOLID SLEEVE 4IN PIPE STIFFENER | 20826ED | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 217.08 | 868.32 | |||
| 8009 | SOLID SLEEVE-8 IN PIPE STIFFENER | 20123EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 117.09 | 468.36 | |||
| Project | DE04100221139 | Fed/State Project Number | JL03 041 0022 011-012 | Category | 0007 ELECTRIC | |||||||
| 7001 | INSULATOR PIN TY 12.47/7.2KV | 24281EC | EACH | 125.00 | 206.000 | 206.000 | 206.000 | 20.18 | 4,157.08 | |||
| 7002 | PIN-POLE TOP-20 IN STRAIGHT OR OFFSET | 24282EC | EACH | 28.00 | 37.000 | 37.000 | 37.000 | 26.25 | 971.25 | |||
| 7003 | BOLT-MACHINE-1/2 IN | 24283EC | EACH | 102.00 | 158.000 | 156.000 | 156.000 | 31.26 | 4,876.56 | |||
| 7004 | BOLT-MACHINE-5/8 IN | 24284EC | EACH | 192.00 | 192.000 | 204.000 | 204.000 | 33.89 | 6,913.56 | |||
| 7005 | WASHER-SQUARE-3 IN CURVED | 24285EC | EACH | 9.00 | 64.000 | 64.000 | 64.000 | 4.08 | 261.12 | |||
| 7006 | WASHER-SQUARE-2 1/4" | 24286EC | EACH | 507.00 | 507.000 | 509.000 | 509.000 | 3.42 | 1,740.78 | |||
| 7007 | WASHER-ROUND-1 3/8 IN | 24287EC | EACH | 100.00 | 129.000 | 129.000 | 129.000 | 3.15 | 406.35 | |||
| 7008 | PIN-CROSSARM-CLAMP TYPE-1 IN X 10.5 IN | 24288EC | EACH | 102.00 | 176.000 | 176.000 | 176.000 | 56.37 | 9,921.12 | |||
| 7009 | CROSSARM-3 5/8 IN X 4 5/8 IN X 8 FT | 24289EC | EACH | 50.00 | 73.000 | 73.000 | 73.000 | 122.61 | 8,950.53 | |||
| 7010 | CROSSARM-3-5/8 IN X 4-5/8 IN X 10 FT | 24374EC | EACH | 5.00 | 6.000 | 6.000 | 6.000 | 331.66 | 1,989.96 | |||
| 7011 | BOLT-CARRIAGE-3/8 IN X 4 1/2 IN | 24290EC | EACH | 8.00 | 13.000 | 13.000 | 13.000 | 3.91 | 50.83 | |||
| 7012 | SCREW-LAG 1/2 IN X 4 IN | 24291EC | EACH | 4.00 | 37.000 | 37.000 | 37.000 | 6.89 | 254.93 | |||
| 7013 | INSULATOR-POLYMER DISTRIBUTION DEAD END | 24292EC | EACH | 65.00 | 160.000 | 160.000 | 160.000 | 58.69 | 9,390.40 | |||
| 7014 | BOLT-DOUBLE ARMING-5/8 IN | 24293EC | EACH | 55.00 | 91.000 | 91.000 | 91.000 | 10.08 | 917.28 | |||
| 7015 | BOLT-EYE-5/8 IN | 24294EC | EACH | 13.00 | 54.000 | 54.000 | 54.000 | 25.36 | 1,369.44 | |||
| 7016 | CONNECTOR | 24295EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 7017 | CONNECTOR-COMPRESSION | 24296EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 7018 | NUT-EYE-5/8 IN | 24297EC | EACH | 69.00 | 121.000 | 121.000 | 121.000 | 4.97 | 601.37 | |||
| 7019 | ARRESTER-SURGE-9KV | 24298EC | EACH | 6.00 | 19.000 | 19.000 | 19.000 | 90.73 | 1,723.87 | |||
| 7020 | CUTOUT-DIST.-LOADBREAK-15KV-100A | 24299EC | EACH | 13.00 | 22.000 | 22.000 | 22.000 | 209.10 | 4,600.20 | |||
| 7021 | TRANSFORMER-SELF PROT-10KV 7200-240/120V | 24300EC | EACH | 2.00 | 4.000 | 4.000 | 4.000 | 1,203.00 | 4,812.00 | |||
| 7022 | TRANSFORM-SELF PROT-25 KVA 7200-240/120V | 24373EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,002.00 | 0.00 | |||
| 7023 | TRANSFORMER-CONVENTIONAL-75KVA-12470-277 | 24301EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,802.59 | 11,407.77 | |||
| 7024 | TRANSFORMER-CONVENTIONAL-25KVA-12470-277 | 24302EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,717.00 | 5,151.00 | |||
| 7025 | WIRE HOLDER | 24303EC | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 73.68 | 147.36 | |||
| 7026 | CLAMP-HOT LINE | 24304EC | EACH | 10.00 | 35.000 | 35.000 | 35.000 | 59.09 | 2,068.15 | |||
| 7027 | JUMPERS-BARE-STRANDED | 24305EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,500.00 | 5,500.00 | |||
| 7028 | JUMPERS-SERVICE | 24306EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 7029 | POLE NUMBERS-METAL | 24307EC | EACH | 30.00 | 30.000 | 0.000 | 0.000 | 70.19 | 0.00 | |||
| 7030 | SHACKLE-ANCHOR | 24308EC | EACH | 3.00 | 13.000 | 13.000 | 13.000 | 26.00 | 338.00 | |||
| 7031 | ROD-ARMOR | 24309EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 48.39 | 0.00 | |||
| 7032 | AUTOMATIC DEADEND | 24310EC | EACH | 81.00 | 164.000 | 179.000 | 179.000 | 45.69 | 8,178.51 | |||
| 7033 | BRACE-60 IN SPAN | 24311EC | EACH | 72.00 | 170.000 | 170.000 | 170.000 | 90.51 | 15,386.70 | |||
| 7034 | BRACE-28 IN SPAN | 24312EC | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 70.88 | 567.04 | |||
| 7035 | BRACKET-INSULATED | 24313EC | EACH | 86.00 | 86.000 | 86.000 | 86.000 | 69.08 | 5,940.88 | |||
| 7036 | BRACKET-TRANSFMER-CLUSTER W/ADAPT PLATES | 24314EC | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 562.37 | 1,687.11 | |||
| 7037 | EYE SCREW-ELLIPTICAL OR DRIVE HOOK | 24315EC | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 67.26 | 201.78 | |||
| 7038 | LOCKNUT-1/2 IN | 24316EC | EACH | 90.00 | 160.000 | 160.000 | 160.000 | 3.57 | 571.20 | |||
| 7039 | LOCKNUT-3/8 IN | 24317EC | EACH | 8.00 | 18.000 | 13.000 | 13.000 | 3.53 | 45.89 | |||
| 7040 | LOCKNUT-5/8 IN | 24318EC | EACH | 463.00 | 696.000 | 699.000 | 699.000 | 3.57 | 2,495.43 | |||
| 7041 | BRACKET-INSULATOR/EQUIPMENT | 24319EC | EACH | 1.00 | 26.000 | 26.000 | 26.000 | 147.11 | 3,824.86 | |||
| 7042 | LINK-EXTENSION-INSULATED-12 IN MIN | 24320EC | EACH | 18.00 | 32.000 | 32.000 | 32.000 | 119.14 | 3,812.48 | |||
| 7043 | SURGE ARRESTER-UG RISER-HEAVY DUTY | 24321EC | EACH | 7.00 | 7.000 | 6.000 | 6.000 | 178.38 | 1,070.28 | |||
| 7044 | CABLE RISER SHIELD | 24322EC | LF | 90.00 | 90.000 | 0.000 | 0.000 | 16.04 | 0.00 | |||
| 7045 | CABLE TERMINATION-OUTDOOR | 24323EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 192.64 | 0.00 | |||
| 7046 | CABLE SUPPORT | 24324EC | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 79.68 | 0.00 | |||
| 7047 | CROSSARM MOUNTING BRACKET | 24325EC | EACH | 12.00 | 22.000 | 26.000 | 26.000 | 74.65 | 1,940.90 | |||
| 7048 | STIRRUP-HEAVY DUTY COMPRESSION | 24326EC | EACH | 13.00 | 13.000 | 14.000 | 14.000 | 90.84 | 1,271.76 | |||
| 7049 | PLASTIC CONDUIT-4 IN SCHEDULE 40 | 24327EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,127.00 | 6,127.00 | |||
| 7050 | WEATHERHEADS FOR CONDUIT-4 IN SCHED 40 | 24328EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 178.79 | 357.58 | |||
| 7051 | GROUND WIRE-SOLID COPPER #6 SD | 24329EC | LF | 2,060.00 | 2,736.000 | 2,736.000 | 2,736.000 | 1.29 | 3,529.44 | |||
| 7052 | GUY WIRE-9/16 IN EHS | 24330EC | LF | 150.00 | 505.000 | 505.000 | 505.000 | 3.09 | 1,560.45 | |||
| 7053 | GUY WIRE-1/2 IN HS | 24331EC | LF | 450.00 | 1,110.000 | 1,110.000 | 1,110.000 | 1.95 | 2,164.50 | |||
| 7054 | GUY MARKER | 24332EC | EACH | 9.00 | 19.000 | 19.000 | 19.000 | 28.97 | 550.43 | |||
| 7055 | GUY DEADEND-PREFORMED | 24333EC | EACH | 18.00 | 73.000 | 73.000 | 73.000 | 92.94 | 6,784.62 | |||
| 7056 | GUY ATTACHMENT | 24334EC | EACH | 9.00 | 44.000 | 44.000 | 44.000 | 43.83 | 1,928.52 | |||
| 7057 | CONNECTOR-GUY BOND | 24335EC | EACH | 12.00 | 12.000 | 6.000 | 6.000 | 63.78 | 382.68 | |||
| 7058 | INSULATOR-GUY STRAIN-8 FT | 24336EC | EACH | 8.00 | 33.000 | 33.000 | 33.000 | 137.46 | 4,536.18 | |||
| 7059 | CLAMP-ANCHOR BONDING | 24337EC | EACH | 9.00 | 9.000 | 15.000 | 15.000 | 64.67 | 970.05 | |||
| 7060 | ANCHOR-SCREW TYPE-POWER INSTALLED | 24338EC | EACH | 9.00 | 11.000 | 11.000 | 11.000 | 281.51 | 3,096.61 | |||
| 7061 | ROD-ANCHOR-TWIN EYE 3/4 IN X 8 FT | 24339EC | EACH | 9.00 | 18.000 | 18.000 | 18.000 | 35.00 | 630.00 | |||
| 7062 | STAPLE-GROUND WIRE | 24340EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 378.00 | 378.00 | |||
| 7063 | MARKER BALL-9 IN INTERNATIONAL ORANGE | 24341EC | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 283.66 | 1,134.64 | |||
| 7064 | STREET LIGHT | 24342EC | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 215.00 | 3,870.00 | |||
| 7065 | STREET LIGHT BRACKET | 24343EC | EACH | 17.00 | 17.000 | 18.000 | 18.000 | 351.55 | 6,327.90 | |||
| 7066 | POLE-35 FT CLASS 2 | 24344EC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 940.73 | 0.00 | |||
| 7067 | POLE-35 FT CLASS 1 | 24345EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,033.05 | 0.00 | |||
| 7068 | POLE-40 FT CLASS 2 | 24346EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,100.58 | 0.00 | |||
| 7069 | POLE-45 FT CLASS 1 | 24347EC | EACH | 4.00 | 0.000 | 0.000 | 0.000 | 1,215.00 | 0.00 | |||
| 7070 | POLE-45 FT CLASS H1 | 24348EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,377.31 | 0.00 | |||
| 7071 | POLE-45 FT CLASS H3 | 24349EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,593.66 | 0.00 | |||
| 7072 | POLE-45 FT CLASS H4 | 24350EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,063.56 | 0.00 | |||
| 7073 | POLE-45 FT CLASS H5 | 24351EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,372.23 | 0.00 | |||
| 7074 | POLE-45 FT CLASS H6 | 24352EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,654.72 | 0.00 | |||
| 7075 | POLE-50 IN CLASS 1 | 24353EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,370.42 | 0.00 | |||
| 7076 | POLE-50 IN CLASS H1 | 24354EC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,448.97 | 0.00 | |||
| 7077 | POLE-50 IN CLASS H2 | 24355EC | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 1,466.88 | 0.00 | |||
| 7078 | POLE-50 IN CLASS H4 | 24356EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,055.00 | 0.00 | |||
| 7079 | POLE-50 IN CLASS H6 | 24357EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 3,084.65 | 0.00 | |||
| 7080 | POLE-55 IN CLASS H3 | 24358EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,439.75 | 0.00 | |||
| 7081 | POLE-55 IN CLASS H4 | 24359EC | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,707.08 | 0.00 | |||
| 7082 | EXCAVATE & BACKFILL FOR CONDUIT | 24379EC | LF | 130.00 | 130.000 | 130.000 | 130.000 | 25.00 | 3,250.00 | |||
| 7083 | CONDUCTOR-336.4(18/1) ACSR | 24360EC | LF | 17,085.00 | 17,085.000 | 17,279.000 | 17,279.000 | 2.12 | 36,631.48 | |||
| 7084 | CONDUCTOR-4/0(6/1)ACSR | 24361EC | LF | 6,080.00 | 6,080.000 | 5,759.720 | 5,759.720 | 2.12 | 12,210.60 | |||
| 7085 | CONDUCTOR-2/0(6/1)ACSR | 24362EC | LF | 4,830.00 | 4,830.000 | 5,699.390 | 5,699.390 | 2.05 | 11,683.74 | |||
| 7086 | OVERHEAD-DUPLEX #6 | 24363EC | LF | 4,500.00 | 4,500.000 | 4,065.000 | 4,065.000 | 1.50 | 6,097.50 | |||
| 7087 | OVERHEAD-TRIPLEX #2 | 24364EC | LF | 350.00 | 350.000 | 70.000 | 70.000 | 2.14 | 149.80 | |||
| 8003 | JUNCTION BOX-ELECTRICAL 3FTx3FT | 04810 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,422.98 | 1,422.98 | |||
| 8010 | INSTALL POLE #13 CL-3, 45 FOOT | 23509EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 552.00 | 552.00 | |||
| 8011 | INSTALL POLE #OE12, CL-2, 50 FOOT | 23509EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,104.00 | 1,104.00 | |||
| 8014 | FUSED CONNECTOR KIT Sub-Station Self-Cycling Reclosures / Fusing | 04780 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,524.99 | 0.00 | |||
| 8015 | WOOD POLE 40 FT CLASS 3 | 22478NN | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 8016 | WOOD POLE 45 FT CLASS 3 | 22478NN | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 1,000.00 | 8,000.00 | |||
| 8017 | WOOD POLE 45 FT CLASS 4 | 22478NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 8018 | WOOD POLE 45 FT CLASS 2 | 22478NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 8019 | WOOD POLE 50 FT CLASS 3 | 22478NN | EACH | 0.00 | 6.000 | 6.000 | 6.000 | 1,120.00 | 6,720.00 | |||
| 8020 | WOOD POLE 50 FT CLASS 2 | 22478NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,120.00 | 2,240.00 | |||
| 8021 | WOOD POLE 55 FT CLASS 3 | 22478NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 8022 | WOOD POLE 55 FT CLASS 2 | 22478NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 8023 | GROUND ROD & RELATED ITEMS | 06901 | EACH | 0.00 | 22.000 | 22.000 | 22.000 | 305.35 | 6,717.79 | |||
| 8034 | REMOVE AND REINSTALL 54 IN- ELECTRICAL SERVICE JUNCTION BOX | 23055N | LS | 0.00 | 0.000 | 0.000 | 0.000 | 15,502.61 | 0.00 | |||
| SUBTOT | $110,245.69 |
$2,783,063.67 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1045-1-0I |
PIPE, PVC AASHTOM304 | LF |
1,000.00 | 0012 | $0.318000 | $302.10 | ||||||
1047-1-0I |
MISC PRECAST | EACH |
1.00 | 0012 | $380.260000 | $361.25 | ||||||
1048-1-0I |
MISC PRECAST | EACH |
1.00 | 0012 | $192.340000 | $182.72 | ||||||
1049-1-0I |
MISC PRECAST | EACH |
1.00 | 0012 | $221.250000 | $210.19 | ||||||
2004-2-0I |
PIPE, HDPE M294 | LF |
600.00 | 0012 | $8.194000 | $4,670.58 | ||||||
2004-1-0I |
PIPE, HDPE M294 | LF |
240.00 | 0012 | $8.194000 | $1,868.20 | ||||||
2005-2-0I |
PIPE, HDPE M294 | LF |
600.00 | 0012 | $14.141000 | $8,060.37 | ||||||
2005-1-0I |
PIPE, HDPE M294 | LF |
300.00 | 0012 | $14.141000 | $4,030.01 | ||||||
2006-1-0I |
MISC PRECAST | EACH |
5.00 | 0012 | $450.682000 | $2,140.74 | ||||||
2007-1-0I |
MISC PRECAST | EACH |
4.00 | 0012 | $658.130000 | $2,500.89 | ||||||
2008-1-0I |
MISC PRECAST | EACH |
1.00 | 0012 | $917.430000 | $871.56 | ||||||
2009-1-0I |
MISC PRECAST | EACH |
1.00 | 0012 | $906.430000 | $861.11 | ||||||
2010-1-0I |
MISC PRECAST | EACH |
6.00 | 0012 | $527.600000 | $3,007.32 | ||||||
2018-1-0I |
GEOTEXTILE TYPE IV | SQYD |
14,000.00 | 0012 | $0.858830 | $11,422.40 | ||||||
2019-1-0I |
GEOTEXTILE TYPE IV | SQYD |
2,000.00 | 0012 | $0.858830 | $1,631.78 | ||||||
1045-1-0A |
PIPE, PVC AASHTOM304 | LF |
600.00 | 0012 | $0.318000 | $-181.26 | ||||||
2018-1-0A |
GEOTEXTILE TYPE IV | SQYD |
3,500.00 | 0012 | $0.858830 | $-2,855.60 | ||||||
2018-1-0A |
GEOTEXTILE TYPE IV | SQYD |
3,500.00 | 0013 | $0.858830 | $-2,855.60 | ||||||
1045-1-0A |
PIPE, PVC AASHTOM304 | LF |
275.00 | 0014 | $0.318000 | $-83.08 | ||||||
1047-1-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $380.260000 | $-361.25 | ||||||
2005-2-0A |
PIPE, HDPE M294 | LF |
429.00 | 0014 | $14.141000 | $-5,763.16 | ||||||
2005-1-0A |
PIPE, HDPE M294 | LF |
300.00 | 0014 | $14.141000 | $-4,030.01 | ||||||
2009-1-0A |
MISC PRECAST | EACH |
1.00 | 0014 | $906.430000 | $-861.11 | ||||||
2018-1-0A |
GEOTEXTILE TYPE IV | SQYD |
1,611.10 | 0014 | $0.858830 | $-1,314.47 | ||||||
2019-1-0A |
GEOTEXTILE TYPE IV | SQYD |
1,000.00 | 0014 | $0.858830 | $-815.89 | ||||||
1045-1-0A |
PIPE, PVC AASHTOM304 | LF |
80.00 | 0015 | $0.318000 | $-24.17 | ||||||
1048-1-0A |
MISC PRECAST | EACH |
1.00 | 0015 | $192.340000 | $-182.72 | ||||||
1049-1-0A |
MISC PRECAST | EACH |
1.00 | 0015 | $221.250000 | $-210.19 | ||||||
2005-2-0A |
PIPE, HDPE M294 | LF |
171.00 | 0015 | $14.141000 | $-2,297.21 | ||||||
2006-1-0A |
MISC PRECAST | EACH |
2.50 | 0015 | $450.682000 | $-1,070.37 | ||||||
2010-1-0A |
MISC PRECAST | EACH |
2.00 | 0015 | $527.600000 | $-1,002.44 | ||||||
2019-1-0A |
GEOTEXTILE TYPE IV | SQYD |
500.00 | 0015 | $0.858830 | $-407.94 | ||||||
2006-1-0A |
MISC PRECAST | EACH |
1.50 | 0016 | $450.682000 | $-642.22 | ||||||
2004-2-0A |
PIPE, HDPE M294 | LF |
409.00 | 0018 | $8.194000 | $-3,183.78 | ||||||
2004-1-0A |
PIPE, HDPE M294 | LF |
240.00 | 0018 | $8.194000 | $-1,868.20 | ||||||
2006-1-0A |
MISC PRECAST | EACH |
1.00 | 0018 | $450.682000 | $-428.15 | ||||||
2007-1-0A |
MISC PRECAST | EACH |
0.50 | 0018 | $658.130000 | $-312.61 | ||||||
2010-1-0A |
MISC PRECAST | EACH |
2.00 | 0018 | $527.600000 | $-1,002.44 | ||||||
2019-1-0A |
GEOTEXTILE TYPE IV | SQYD |
184.48 | 0018 | $0.858830 | $-150.52 | ||||||
2004-2-0A |
PIPE, HDPE M294 | LF |
101.00 | 0019 | $8.194000 | $-786.21 | ||||||
2007-1-0A |
MISC PRECAST | EACH |
1.00 | 0019 | $658.130000 | $-625.22 | ||||||
2019-1-0A |
GEOTEXTILE TYPE IV | SQYD |
315.52 | 0019 | $0.858830 | $-257.43 | ||||||
1045-1-0A |
PIPE, PVC AASHTOM304 | LF |
29.00 | 0020 | $0.318000 | $-8.76 | ||||||
2004-2-0A |
PIPE, HDPE M294 | LF |
90.00 | 0020 | $8.194000 | $-700.59 | ||||||
2007-1-0A |
MISC PRECAST | EACH |
1.50 | 0020 | $658.130000 | $-937.83 | ||||||
1045-1-0A |
PIPE, PVC AASHTOM304 | LF |
16.00 | 0021 | $0.318000 | $-4.83 | ||||||
2007-1-0A |
MISC PRECAST | EACH |
0.50 | 0022 | $658.130000 | $-312.61 | ||||||
2007-1-0A |
MISC PRECAST | EACH |
0.50 | 0023 | $658.130000 | $-312.61 | ||||||
2010-1-0A |
MISC PRECAST | EACH |
1.00 | 0023 | $527.600000 | $-501.22 | ||||||
2010-1-0A |
MISC PRECAST | EACH |
1.00 | 0024 | $527.600000 | $-501.22 | ||||||
2008-10C |
MISC PRECAST | EACH |
0.00 | 0035 | $871.560000 | -871.56 | $-871.56 | |||||
| SUBTOT | $4,396.74 |
|||||||||||