|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:01/04/2016 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 071216 | Estimate Number | 0058 | Estimate Type FINAL | |||
| District Office | COVINGTON (06340) Mitchell, Laura T. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 1 VC Code VC0000095238 | |||||
| 460 SHORELAND DRIVE | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 07/01/2012 TO 09/28/2015 | ||||||
| Date Approved | 12/29/2015 | ||||||
| Primary Proj Number | DE00818290716 | ||||||
| Project No. | STP 8123 (002) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | INDUSTRIAL ROAD (KY 1829) | ||||||
| Description | INDUSTRIAL ROAD WIDENING FROM US 42 IN FLORENCE TO JUST EAST OF US 25 | ||||||
| Date Let | 05/25/2007 | Formal Acceptance | 05/05/2010 | ||||
| Date Awarded | 06/05/2007 | Date Work Began | 06/26/2007 | ||||
| Date Contract Executed | 06/12/2007 | Open To Traffic | 08/10/2009 | ||||
| Date NTP Issued | 06/12/2007 | Actual Completion Date | 08/10/2009 | ||||
| Current Contract Amount | $12,682,609.03 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,592,777.62 |
Total Earnings | $12,629,720.91 |
$12,624,815.36 |
$4,905.55 |
|
| Percent Complete | 99.58 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $52,888.11 |
Gross Earnings | $12,629,720.92 |
$12,624,815.37 |
$4,905.55 |
|
| Total Change Orders | $89,831.41 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $12,629,720.92 |
$12,624,815.37 |
$4,905.55 |
|||
| Contract Id | 071216 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0058 | Project Number | STP 8123 (002) | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 07/01/2012 TO 09/28/2015 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Storm Sewer, Traffic Control, Sanitary Sewer | Approved | 06/10/2008 | $218,400.53 | 11.0 | |||||
| 002 | Pave Rev, JPC, U-cut, Stripe, Sawcut, Loops, Air Rel, Median | Approved | 08/24/2009 | $-94,852.92 | 2.0 | |||||
| 003 | Intersection Pavement Change | Approved | 11/20/2008 | $-137,482.71 | 0.0 | |||||
| 004 | Change from PG 76-22 to PG 64-22 | Approved | 12/29/2008 | $-65,850.98 | 0.0 | |||||
| 005 | Sanitary Sewer Force Main Redesign & 16 In Water Main Reloc | Approved | 08/28/2009 | $15,583.46 | 2.0 | |||||
| 006 | Striping, Mill Mob, Crack Membrane, L/W, & Cost Plus | Approved | 06/25/2012 | $128,034.03 | 3.0 | |||||
| 007 | Crushed Stone Base Temporary | Approved | 03/13/2013 | $26,000.00 | 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 | 071216 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE00818290716 | |||||||
| Estimate Nbr | 0058 | Period | 07/01/2012 TO 09/28/2015 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | 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 | 7,381.00 | 7,111.000 | 9,091.790 | 9,091.790 | 18.00 | 163,652.22 | |||
| 0020 | CRUSHED STONE BASE | 00003 | TON | 17,193.00 | 34,386.000 | 38,543.580 | 38,543.580 | 19.50 | 751,599.81 | |||
| 0030 | CRUSHED STONE BASE TEMPORARY | 00003 | TON | 1,122.00 | 2,122.000 | 3,685.660 | 3,685.660 | 26.00 | 95,827.16 | |||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 34,381.00 | 0.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0050 | LEVELING & WEDGING PG64-22 | 00190 | TON | 275.00 | 1,125.000 | 2,228.100 | 2,228.100 | 60.38 | 134,532.67 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,632.00 | 1,632.000 | 2,365.340 | 2,365.340 | 49.35 | 116,729.52 | |||
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 36,390.00 | 36,972.000 | 27,229.530 | 27,229.530 | 37.85 | 1,030,637.71 | |||
| 0080 | CL3 ASPH BASE 1.00D PG64-22 TEMPORARY | 00214 | TON | 1,122.00 | 1,122.000 | 559.530 | 559.530 | 40.91 | 22,890.37 | |||
| 0090 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 9,547.00 | 0.000 | 0.000 | 0.000 | 45.62 | 0.00 | |||
| 0100 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 1,458.00 | 1,458.000 | 2,672.400 | 2,672.400 | 48.88 | 130,626.91 | |||
| 0110 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,836.00 | 1,836.000 | 2,427.090 | 2,427.090 | 63.07 | 153,076.56 | |||
| 0120 | CL3 ASPH SURF 0.38A PG76-22 | 00336 | TON | 3,942.00 | 0.000 | 0.000 | 0.000 | 68.25 | 0.00 | |||
| 0130 | ASPHALT CURING SEAL | 00358 | TON | 50.00 | 50.000 | 0.000 | 0.000 | 288.75 | 0.00 | |||
| 0140 | STORM SEWER PIPE-18 INCH | 00522 | LF | 5,598.00 | 4,897.000 | 4,748.180 | 4,748.180 | 48.00 | 227,912.64 | |||
| 0150 | STORM SEWER PIPE-24 INCH | 00524 | LF | 2,848.00 | 2,638.000 | 2,580.140 | 2,580.140 | 56.00 | 144,487.84 | |||
| 0160 | STORM SEWER PIPE-30 INCH | 00526 | LF | 903.00 | 843.000 | 861.250 | 861.250 | 70.00 | 60,287.50 | |||
| 0170 | STORM SEWER PIPE-36 INCH | 00528 | LF | 184.00 | 114.000 | 107.000 | 107.000 | 189.00 | 20,223.00 | |||
| 0180 | SLOTTED DRAIN PIPE-12 INCH | 00980 | LF | 211.00 | 211.000 | 196.750 | 196.750 | 145.00 | 28,528.75 | |||
| 0190 | PERFORATED PIPE-4 INCH | 01000 | LF | 423.00 | 533.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0200 | PERFORATED PIPE-4 INCH UNDERDRAIN | 01000 | LF | 17,012.00 | 17,012.000 | 18,501.000 | 18,501.000 | 6.50 | 120,256.50 | |||
| 0210 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 115.00 | 115.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0220 | NON-PERFORATED PIPE-4 INCH UNDERDARIN | 01010 | LF | 188.00 | 188.000 | 32.000 | 32.000 | 8.00 | 256.00 | |||
| 0230 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0240 | SEWER PIPE-8 INCH | 01052 | LF | 86.00 | 1,362.000 | 1,335.500 | 1,335.500 | 121.80 | 162,663.90 | |||
| 0250 | REMOVE PIPE | 01310 | LF | 2,035.00 | 2,035.000 | 1,835.750 | 1,835.750 | 10.00 | 18,357.50 | |||
| 0260 | SLOPED BOX INLET-OUTLET TYPE 1 | 01440 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,357.00 | 5,428.00 | |||
| 0270 | S & F BOX INLET-OUTLET-18 INCH | 01450 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 1,683.00 | 8,415.00 | |||
| 0280 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,290.00 | 6,870.00 | |||
| 0290 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,458.00 | 6,916.00 | |||
| 0300 | S & F BOX INLET-OUTLET-36 INCH | 01453 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,566.00 | 11,132.00 | |||
| 0310 | CURB BOX INLET TYPE A | 01456 | EACH | 63.00 | 63.000 | 63.000 | 63.000 | 3,689.00 | 232,407.00 | |||
| 0320 | CURB BOX INLET TYPE F | 01487 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,579.00 | 5,158.00 | |||
| 0330 | DROP BOX INLET TYPE 1 | 01490 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 3,559.00 | 35,590.00 | |||
| 0340 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,409.00 | 8,818.00 | |||
| 0350 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,280.00 | 1,280.00 | |||
| 0360 | DROP BOX INLET TYPE 16G | 01581 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,351.00 | 7,053.00 | |||
| 0370 | JUNCTION BOX-15 INCH | 01641 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,038.00 | 0.00 | |||
| 0380 | REMOVE CATCH BASIN | 01706 | EACH | 20.00 | 20.000 | -2.000 | 22.000 | 20.000 | 300.00 | -600.00 | 6,000.00 | |
| 0390 | ADJUST CATCH BASIN | 01709 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0400 | CORED HOLE DRAINAGE BOX CON-4 INCH UNDERDRAIN | 01740 | EACH | 94.00 | 94.000 | 2.000 | 2.000 | 50.00 | 100.00 | |||
| 0410 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,792.00 | 3,584.00 | |||
| 0420 | MANHOLE TYPE B | 01761 | EACH | 4.00 | 4.000 | 0.500 | 3.500 | 4.000 | 2,279.00 | 1,139.50 | 9,116.00 | |
| 0430 | MANHOLE TYPE C | 01767 | EACH | 12.00 | 12.000 | 14.000 | 14.000 | 6,351.00 | 88,914.00 | |||
| 0440 | REMOVE MANHOLE | 01787 | EACH | 4.00 | 4.000 | 1.000 | 3.000 | 4.000 | 300.00 | 300.00 | 1,200.00 | |
| 0470 | SANITARY SEWER MANHOLE | 01799 | EACH | 1.00 | 11.000 | 11.000 | 11.000 | 3,412.50 | 37,537.50 | |||
| 0480 | STANDARD CURB AND GUTTER | 01810 | LF | 17,786.00 | 18,936.000 | 14,493.532 | 14,493.532 | 14.00 | 202,909.44 | |||
| 0490 | REMOVE CURB AND GUTTER | 01812 | LF | 4,770.00 | 4,770.000 | 1,765.000 | 1,765.000 | 0.01 | 17.65 | |||
| 0500 | STANDARD INTEGRAL CURB | 01830 | LF | 3,257.00 | 2,107.000 | 1,205.236 | 1,205.236 | 1.87 | 2,253.79 | |||
| 0510 | STANDARD HEADER CURB | 01875 | LF | 743.00 | 743.000 | 363.250 | 363.250 | 16.00 | 5,812.00 | |||
| 0520 | CEMENT CONCRETE ISLAND | 02015 | SQYD | 97.00 | 97.000 | 5.055 | 62.738 | 67.793 | 80.00 | 404.40 | 5,423.44 | |
| 0530 | JPC PAVEMENT-10 INCH | 02069 | SQYD | 15,558.00 | 5,250.000 | 5,277.131 | 5,277.131 | 45.00 | 237,470.89 | |||
| 0540 | REMOVE PAVEMENT | 02091 | SQYD | 13,490.00 | 13,490.000 | 3,085.360 | 3,085.360 | 0.01 | 30.85 | |||
| 0550 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 8,414.00 | 8,414.000 | 9,346.925 | 9,346.925 | 45.00 | 420,611.62 | |||
| 0560 | PAVED DITCH TYPE 1 | 02157 | SQYD | 12.00 | 12.000 | 21.229 | 21.229 | 30.00 | 636.87 | |||
| 0570 | PAVED DITCH TYPE 2 | 02158 | SQYD | 18.00 | 18.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0580 | TEMPORARY DITCH | 02159 | LF | 10,220.00 | 10,220.000 | 785.000 | 785.000 | 0.55 | 431.75 | |||
| 0590 | EMBANKMENT IN PLACE | 02230 | CUYD | 60,012.00 | 60,439.750 | 60,873.418 | 60,873.418 | 13.75 | 837,009.49 | |||
| 0600 | REMOVE & REPLACE FENCE | 02268 | LF | 130.00 | 130.000 | 49.000 | 49.000 | 0.01 | 0.49 | |||
| 0610 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 40.00 | 40.000 | 0.000 | 0.000 | 40.43 | 0.00 | |||
| 0620 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,444.00 | 0.00 | |||
| 0630 | REMOVE GUARDRAIL | 02381 | LF | 1,339.00 | 1,339.000 | 1,439.000 | 1,439.000 | 2.84 | 4,086.76 | |||
| 0640 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 114.00 | 114.000 | 114.000 | 114.000 | 94.50 | 10,773.00 | |||
| 0650 | CHANNEL LINING CLASS III | 02484 | TON | 89.00 | 89.000 | 78.820 | 78.820 | 30.00 | 2,364.60 | |||
| 0660 | CLEARING AND GRUBBING 10.6 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 850,000.00 | 850,000.00 | |||
| 0670 | SIGNS | 02562 | SQFT | 240.00 | 240.000 | 518.000 | 518.000 | 20.00 | 10,360.00 | |||
| 0680 | EDGE KEY | 02585 | LF | 132.00 | 132.000 | 396.000 | 396.000 | 42.26 | 16,734.96 | |||
| 0690 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 101,119.00 | 101,775.000 | 217.111 | 50,545.972 | 50,763.083 | 1.50 | 325.66 | 76,144.62 | |
| 0700 | REMOVE HEADWALL | 02625 | EACH | 39.00 | 39.000 | 7.000 | 32.000 | 39.000 | 68.00 | 476.00 | 2,652.00 | |
| 0710 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 71,000.00 | 71,000.00 | |||
| 0720 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0730 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 2,737.00 | 1,846.000 | 3,974.330 | 3,974.330 | 5.22 | 20,746.00 | |||
| 0740 | SCARIFYING PAVEMENT | 02678 | SQYD | 1,890.00 | 1,890.000 | 294.500 | 294.500 | 3.00 | 883.50 | |||
| 0750 | SAFELOADING | 02690 | CUYD | 125.00 | 125.000 | 124.930 | 124.930 | 80.00 | 9,994.40 | |||
| 0760 | TEMPORARY SILT FENCE | 02701 | LF | 10,220.00 | 10,220.000 | 9,551.000 | 9,551.000 | 2.20 | 21,012.20 | |||
| 0770 | SAND FOR BLOTTER | 02702 | TON | 112.00 | 112.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0780 | SILT TRAP TYPE A | 02703 | EACH | 23.00 | 23.000 | 6.000 | 6.000 | 400.00 | 2,400.00 | |||
| 0790 | SILT TRAP TYPE B | 02704 | EACH | 23.00 | 23.000 | 130.000 | 130.000 | 400.00 | 52,000.00 | |||
| 0800 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 23.00 | 23.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0810 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 23.00 | 23.000 | 66.000 | 66.000 | 100.00 | 6,600.00 | |||
| 0820 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 10,220.00 | 10,220.000 | 720.000 | 720.000 | 0.01 | 7.20 | |||
| 0830 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 6,359.00 | 6,359.000 | 4,850.022 | 4,850.022 | 29.00 | 140,650.63 | |||
| 0840 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 105,000.00 | 105,000.00 | |||
| 0850 | REPAIR EXISTING BLOWUP | 03247 | SQYD | 2,000.00 | 2,000.000 | 104.384 | 104.384 | 15.55 | 1,623.17 | |||
| 0890 | REMOVE AND REPLACE SIDEWALK | 04960 | SQYD | 20.00 | 20.000 | 45.016 | 45.016 | 50.00 | 2,250.80 | |||
| 0900 | TEMPORARY MULCH | 05952 | SQYD | 112,770.00 | 112,770.000 | 66,192.889 | 66,192.889 | 0.15 | 9,928.93 | |||
| 0910 | TOPDRESSING FERTILIZER | 05966 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 420.00 | 0.00 | |||
| 0920 | SEEDING AND PROTECTION | 05985 | SQYD | 51,112.00 | 51,112.000 | 61,692.290 | 61,692.290 | 0.30 | 18,507.68 | |||
| 0930 | SODDING | 05990 | SQYD | 12,100.00 | 12,100.000 | 15,365.906 | 15,365.906 | 4.73 | 72,680.73 | |||
| 0940 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 73,793.00 | 92,793.000 | 187,112.000 | 187,112.000 | 0.15 | 28,066.80 | |||
| 0950 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 950.00 | 53,617.000 | 59,319.000 | 59,319.000 | 0.30 | 17,795.70 | |||
| 0960 | PAVE STRIPING-THERMO-4 INCH W | 06540 | LF | 14,184.00 | 0.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0970 | PAVE STRIPING-THERMO-4 INCH Y | 06541 | LF | 17,483.00 | 0.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0980 | PAVE STRIPING-THERMO-8 INCH W | 06544 | LF | 5,939.00 | 0.000 | 0.000 | 0.000 | 1.42 | 0.00 | |||
| 0990 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 2,252.00 | 2,252.000 | -3,058.800 | 3,058.800 | 0.000 | 2.25 | -6,882.30 | 0.00 | |
| 1000 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 560.00 | 560.000 | -43.000 | 668.000 | 625.000 | 6.12 | -263.16 | 3,825.00 | |
| 1010 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 3,590.00 | 0.000 | -14,143.640 | 14,143.640 | 0.000 | 2.89 | -40,875.11 | 0.00 | |
| 1020 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 730.00 | 730.000 | 140.000 | 140.000 | 1.97 | 275.80 | |||
| 1030 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 86.71 | 0.00 | |||
| 1040 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 78.00 | 78.000 | 90.000 | 90.000 | 86.71 | 7,803.90 | |||
| 1050 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 134.55 | 538.20 | |||
| 1060 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 44.00 | 44.000 | 3.000 | 3.000 | 103.02 | 309.06 | |||
| 1070 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 325.00 | 325.000 | 320.000 | 320.000 | 18.90 | 6,048.00 | |||
| 1080 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 451.00 | 451.000 | 419.000 | 419.000 | 18.90 | 7,919.10 | |||
| 1090 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 112,404.00 | 112,404.000 | 30,764.608 | 30,764.608 | 1.00 | 30,764.60 | |||
| 1100 | FUEL ADJUSTMENT | 10020NS | DOLL | 69,016.00 | 69,016.000 | -887.150 | 109,497.500 | 108,610.350 | 1.00 | -887.15 | 108,610.35 | |
| 1110 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 101,164.00 | 101,164.000 | 10,671.440 | 420,147.100 | 430,818.540 | 1.00 | 10,671.44 | 430,818.54 | |
| 1120 | FULL DEPTH PATCHING | 20177ED | SQFT | 13,195.00 | 0.000 | 0.000 | 0.000 | 15.55 | 0.00 | |||
| 1130 | SILT TRAP TYPE C | 20496NS843 | EACH | 23.00 | 23.000 | 60.000 | 60.000 | 300.00 | 18,000.00 | |||
| 1140 | CLEAN SILT TRAP TYPE C | 20497NS843 | EACH | 23.00 | 23.000 | 4.000 | 4.000 | 80.00 | 320.00 | |||
| 1150 | TRENCH DRAIN-12 IN | 20540ED | LF | 60.00 | 60.000 | 106.750 | 106.750 | 250.00 | 26,687.50 | |||
| 1160 | SAWCUT PAVEMENT | 20550ND | LF | 3,795.00 | 19,321.000 | 14,086.600 | 14,086.600 | 4.00 | 56,346.40 | |||
| 1170 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 1180 | RETAINING WALL SYSTEM BLOCK AND CAP | 20752ED | SQFT | 1,892.00 | 0.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1190 | RETAINING WALL SYSTEM GEOGRID | 20753ED | SQYD | 4,097.00 | 0.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 1200 | CONCRETE ROADWAY REPLACEMENT | 20973ED | SQYD | 60.00 | 60.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1230 | TURF REINFORCEMENT MAT | 21261ED | SQYD | 4,159.00 | 4,159.000 | 2,121.610 | 2,121.610 | 5.67 | 12,029.52 | |||
| 1240 | CONSTRUCTION TRAILER | 21325ND | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1250 | FABRIC GEOTEXTILE TY IV FOR PIPE | 21433ES214 | SQYD | 170.00 | 170.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 1260 | REFLECTIVE CRACK RELIEF INTERLAYER | 21875EN | TON | 2,962.00 | 0.000 | 0.000 | 0.000 | 93.11 | 0.00 | |||
| 8000 | LANE CLOSURE | 02653 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 8001 | FLASHING ARROW | 02775 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8002 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 0.00 | 105.000 | 0.000 | 0.000 | 29.90 | 0.00 | |||
| 8003 | BORE AND JACK 18 IN PIPE | 21290ND | LF | 0.00 | 850.000 | 850.000 | 850.000 | 210.96 | 179,316.00 | |||
| 8004 | BORE AND JACK PIPE-24 IN | 21799EN | LF | 0.00 | 281.000 | 281.000 | 281.000 | 230.29 | 64,711.49 | |||
| 8005 | BORE AND JACK PIPE-30 IN | 21800EN | LF | 0.00 | 60.000 | 60.000 | 60.000 | 292.81 | 17,568.60 | |||
| 8006 | BORE AND JACK PIPE 36 IN | 21661ES706 | LF | 0.00 | 70.000 | 70.000 | 70.000 | 288.94 | 20,225.80 | |||
| 8007 | CONCRETE-CLASS B | 02555 | CUYD | 0.00 | 166.000 | 166.000 | 166.000 | 311.98 | 51,788.68 | |||
| 8008 | BORE & JACK ENCASEMENT PIPE 18 INCH | 20086ES706 | LF | 0.00 | 80.000 | 80.000 | 80.000 | 334.30 | 26,744.00 | |||
| 8009 | CONCRETE ENCASEMENT | 20057ES601 | LF | 0.00 | 10.000 | 10.000 | 10.000 | 94.50 | 945.00 | |||
| 8010 | RECONNECT TO LATERAL | 22791NN | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 500.00 | 1,500.00 | |||
| 8011 | CASING SPACERS | 20135EC | EACH | 0.00 | 18.000 | 18.000 | 18.000 | 105.00 | 1,890.00 | |||
| 8012 | EW~ RUBBER END SEAL FOR CASING-18 INCH | 10094NX | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 315.00 | 630.00 | |||
| 8013 | TIE NEW SANITARY SEWER TO EXIST MANHOLE | 20736ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
| 8014 | JPC PAVEMENT 10 IN/24 | 22936ED | SQYD | 0.00 | 160.000 | 160.000 | 160.000 | 76.70 | 12,272.00 | |||
| 8018 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 0.00 | 3,000.000 | 2,520.000 | 2,520.000 | 2.58 | 6,501.60 | |||
| 8019 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 0.00 | 3,000.000 | 1,842.000 | 1,842.000 | 2.58 | 4,752.36 | |||
| 8020 | STANDARD BARRIER MEDIAN TYPE 4 | 01921 | SQYD | 0.00 | 83.000 | 80.000 | 80.000 | 100.00 | 8,000.00 | |||
| 8023 | LABOR PAVEMENT BLOCKOUT | 22412NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8024 | CL4 ASPH BASE 1.00D PG76-22 Special Mix | 00219 | TON | 0.00 | 4,173.000 | 4,542.500 | 4,542.500 | 77.45 | 351,816.62 | |||
| 8025 | CL4 ASPH SURF 0.38A PG76-22 Special Mix | 00342 | TON | 0.00 | 958.000 | 1,549.510 | 1,549.510 | 89.76 | 139,084.01 | |||
| 8026 | ENGINEERING Proposal Development Costs | 21726NN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 41,920.00 | 41,920.00 | |||
| 8027 | MAINTAIN & CONTROL TRAFFIC Maintain and Control Traffic Addtn'l | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 19,600.00 | 19,600.00 | |||
| 8028 | CL3 ASPH BASE 1.00D PG64-22 Revised | 00214 | TON | 0.00 | 9,547.000 | 9,937.620 | 9,937.620 | 41.46 | 412,013.72 | |||
| 8029 | CL3 ASPH SURF 0.38A PG64-22 | 22906ES403 | TON | 0.00 | 3,942.000 | 3,920.910 | 3,920.910 | 61.62 | 241,606.47 | |||
| 8041 | MOBILIZATION FOR MILL & TEXT @ RR CROSSING | 02676 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8042 | JOINT SEALING Crack membrane at Car Wash | 08540 | LF | 0.00 | 180.000 | 180.000 | 180.000 | 4.20 | 756.00 | |||
| 8043 | PAVE MARKING-PAINT CROSS-HATCH 6 IN WHITE | 06570 | SQFT | 0.00 | 31,060.733 | 31,060.733 | 31,060.733 | 1.65 | 51,250.20 | |||
| 8044 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | LF | 0.00 | 2,549.000 | 2,549.000 | 2,549.000 | 2.70 | 6,882.30 | |||
| 8045 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 0.00 | 1,392.000 | 1,392.000 | 1,392.000 | 4.99 | 6,946.08 | |||
| 8047 | COST PLUS WORK Add 6 inch line for drainage | 10080NSD | DOLL | 0.00 | 3,949.410 | 3,949.410 | 3,949.410 | 1.00 | 3,949.41 | |||
| 8048 | COST PLUS WORK Core holes for Storm Pipe | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,769.40 | 1,769.40 | |||
| 8049 | COST PLUS WORK Install drain line to fire pit | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,788.66 | 1,788.66 | |||
| 8050 | COST PLUS WORK Locate existing pipe at Empire | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 812.82 | 812.82 | |||
| 8051 | COST PLUS WORK Replace sec. curb/gutter | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,411.08 | 1,411.08 | |||
| 8052 | COST PLUS WORK Replace damaged pipe | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 900.90 | 900.90 | |||
| 8053 | COST PLUS WORK Cut hole in Junction Box | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 195.63 | 195.63 | |||
| 8054 | COST PLUS WORK Install Temp Fence | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 568.66 | 568.66 | |||
| 8055 | COST PLUS WORK Add 15 inch Storm Pipe | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,203.10 | 2,203.10 | |||
| 8056 | COST PLUS WORK Locate existing downspouts | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 586.65 | 586.65 | |||
| 8057 | COST PLUS WORK Excavate existing Storm Pipe | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 484.63 | 484.63 | |||
| 8058 | COST PLUS WORK Raise Existing Curb Box | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,217.53 | 1,217.53 | |||
| 8059 | COST PLUS WORK Remove Damaged Bike Path | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 462.14 | 462.14 | |||
| 8060 | COST PLUS WORK Sawcut Curb Box | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 208.20 | 208.20 | |||
| 8061 | COST PLUS WORK Sawcut Manhole Ty C | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 876.91 | 876.91 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0002 BRIDGE | |||||||
| 1270 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 1280 | CONCRETE-CLASS A | 08100 | CUYD | 150.00 | 150.000 | 140.405 | 140.405 | 480.00 | 67,394.40 | |||
| 1290 | STEEL REINF-EPOXY COATED | 08151 | LB | 24,695.00 | 24,695.000 | 24,695.000 | 24,695.000 | 1.80 | 44,451.00 | |||
| 2610 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 40.00 | 40.000 | 52.820 | 52.820 | 150.00 | 7,923.00 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0003 SIGNING | |||||||
| 1300 | INSTALL GROUND MOUNTED SIGNS NEW | 22088ND | EACH | 161.00 | 161.000 | 162.000 | 162.000 | 96.92 | 15,701.04 | |||
| 1310 | INSTALL GROUND MOUNTED SIGNS REUSED | 22088ND | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 220.50 | 2,646.00 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0004 SIGNALIZATION | |||||||
| 1320 | CONDUIT-2 INCH | 04795 | LF | 795.00 | 795.000 | 915.000 | 915.000 | 8.40 | 7,686.00 | |||
| 1330 | CONDUIT-2 1/2 INCH | 04796 | LF | 10.00 | 10.000 | 0.000 | 0.000 | 11.55 | 0.00 | |||
| 1340 | JUNCTION BOX TYPE B | 04811 | EACH | 19.00 | 19.000 | 17.000 | 17.000 | 472.50 | 8,032.50 | |||
| 1350 | TRENCHING AND BACKFILLING | 04820 | LF | 785.00 | 785.000 | 644.000 | 644.000 | 5.25 | 3,381.00 | |||
| 1360 | LOOP WIRE | 04830 | LF | 7,060.00 | 7,060.000 | 12,780.000 | 12,780.000 | 1.05 | 13,419.00 | |||
| 1370 | CABLE-INTERCONNECT | 04840 | LF | 100.00 | 100.000 | 90.000 | 90.000 | 3.68 | 331.20 | |||
| 1380 | CABLE-NO. 14/2C | 04841 | LF | 230.00 | 230.000 | 810.000 | 810.000 | 1.58 | 1,279.80 | |||
| 1390 | CABLE-NO. 14/4C | 04843 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 1.58 | 0.00 | |||
| 1400 | CABLE-NO. 14/5C | 04844 | LF | 7,540.00 | 7,540.000 | 7,917.000 | 7,917.000 | 1.58 | 12,508.86 | |||
| 1410 | CABLE-NO. 14/7C | 04845 | LF | 1,720.00 | 1,720.000 | 1,499.000 | 1,499.000 | 1.58 | 2,368.42 | |||
| 1420 | MESSENGER-10800 LB | 04885 | LF | 1,695.00 | 1,695.000 | 1,922.000 | 1,922.000 | 4.73 | 9,091.06 | |||
| 1430 | PREFORMED LOOP/LEAD-IN | 04894 | LF | 5,070.00 | 0.000 | 0.000 | 0.000 | 16.80 | 0.00 | |||
| 1440 | LOOP SAW SLOT AND FILL | 04895 | LF | 2,510.00 | 2,510.000 | 3,315.000 | 3,315.000 | 15.23 | 50,487.45 | |||
| 1450 | PEDESTRIAN DETECTOR | 04900 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 210.00 | 6,300.00 | |||
| 1460 | BLANKOUT SIGN | 04905 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 210.00 | 210.00 | |||
| 1470 | INTERCONNECT PANEL | 04928 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 1480 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,940.00 | 11,760.00 | |||
| 1490 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,045.00 | 0.00 | |||
| 1500 | MAINTAIN SIGNAL OPERATION DIXIE HWY. @ EMPIRE DR. | 04936 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 1510 | MAINTAIN SIGNAL OPERATION INDUSTRIAL RD. @ DIXIE HWY. | 04936 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 1520 | MAINTAIN SIGNAL OPERATION INDUSTRIAL RD. @ EMPIRE DR. | 04936 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 1530 | MAINTAIN SIGNAL OPERATION INDUSTRIAL RD. @ US 42 | 04936 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 1540 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 840.00 | 3,360.00 | |||
| 1550 | INSTALL SPAN MOUNTED SIGN | 06472 | EACH | 26.00 | 26.000 | 35.000 | 35.000 | 210.00 | 7,350.00 | |||
| 1560 | INSTALL PEDESTRIAN HEAD-LED | 20093ES835 | EACH | 30.00 | 30.000 | 30.000 | 30.000 | 315.00 | 9,450.00 | |||
| 1570 | INSTALL LED SIGNAL-3 SECTION 12 IN | 20188ES835 | EACH | 31.00 | 31.000 | 31.000 | 31.000 | 262.50 | 8,137.50 | |||
| 1580 | INSTALL LED SIGNAL-5 SECTION 12 IN | 20189ES835 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 262.50 | 1,312.50 | |||
| 1590 | INSTALL LED SIGNAL- 4 SECTION 12 IN | 20266ES835 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 262.50 | 525.00 | |||
| 1600 | DECORATIVE LIGHT POLE | 20336ED | EACH | 10.00 | 10.000 | 14.000 | 14.000 | 9,975.00 | 139,650.00 | |||
| 1610 | INSTALL MASTER CONTROLLER | 20389ES835 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,360.00 | 0.00 | |||
| 1620 | INSTALL COORDINATING UNIT | 20390ES835 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,150.00 | 9,450.00 | |||
| 1630 | INSTALL RAILROAD PREEMPTION | 22069ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 1640 | INSTALL EMERGENCY VEHICLE PREEMPTION | 22070ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,625.00 | 2,625.00 | |||
| 1650 | SPAN WIRE ATTACHMENT TO WOOD POLE | 22071ND | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 1660 | DECORATIVE PEDESTAL | 22074ED | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 3,150.00 | 31,500.00 | |||
| 8021 | CABLE-NO. 14/1 PAIR | 04850 | LF | 0.00 | 5,070.000 | 5,070.000 | 5,070.000 | 1.58 | 8,010.60 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0005 DEMOBILIZATION & MOBILIZATION | |||||||
| 1670 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 591,210.21 | 591,210.21 | |||
| 1680 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 177,363.06 | 44,340.76 | 177,363.06 | |
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0006 WATERLINE | |||||||
| 1690 | DUCTILE IRON PIPE-3 INCH | 01090 | LF | 12.00 | 12.000 | 0.000 | 0.000 | 52.50 | 0.00 | |||
| 1700 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 197.00 | 197.000 | 198.500 | 198.500 | 52.50 | 10,421.25 | |||
| 1710 | DUCTILE IRON PIPE-8 INCH | 01095 | LF | 367.00 | 367.000 | 347.680 | 347.680 | 108.15 | 37,601.59 | |||
| 1720 | DUCTILE IRON PIPE-10 INCH | 01097 | LF | 80.00 | 80.000 | 96.820 | 96.820 | 105.00 | 10,166.10 | |||
| 1730 | DUCTILE IRON PIPE-12 INCH | 01099 | LF | 7,490.00 | 7,490.000 | 7,433.200 | 7,433.200 | 61.64 | 458,182.44 | |||
| 1740 | COPPER PIPE-3/4 INCH | 03360 | LF | 439.00 | 439.000 | 398.000 | 398.000 | 26.25 | 10,447.50 | |||
| 1750 | COPPER PIPE-1 INCH | 03361 | LF | 210.00 | 210.000 | 301.000 | 301.000 | 28.35 | 8,533.35 | |||
| 1760 | COPPER PIPE-1 1/2 INCH | 03362 | LF | 35.00 | 35.000 | 99.000 | 99.000 | 33.60 | 3,326.40 | |||
| 1770 | COPPER PIPE-2 INCH | 03363 | LF | 235.00 | 235.000 | 272.000 | 272.000 | 44.10 | 11,995.20 | |||
| 1780 | ADJUST WATER VALVE | 03425 | EACH | 24.00 | 24.000 | 25.000 | 25.000 | 78.75 | 1,968.75 | |||
| 1790 | ADJUST FIRE HYDRANT | 03426 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 1,260.00 | 2,520.00 | |||
| 1800 | ADJUST WATER METER | 03427 | EACH | 17.00 | 17.000 | 7.000 | 7.000 | 288.75 | 2,021.25 | |||
| 1810 | RELOCATE WATER METER | 03431 | EACH | 10.00 | 10.000 | -1.000 | 19.000 | 18.000 | 525.00 | -525.00 | 9,450.00 | |
| 1820 | RELOCATE FIRE HYDRANT | 03433 | EACH | 7.00 | 7.000 | 1.000 | 9.000 | 10.000 | 1,312.50 | 1,312.50 | 13,125.00 | |
| 1830 | REMOVE FIRE HYDRANT | 03434 | EACH | 9.00 | 9.000 | 12.000 | 12.000 | 210.00 | 2,520.00 | |||
| 1840 | RECONNECT SERVICE | 03437 | EACH | 14.00 | 14.000 | 22.000 | 22.000 | 105.00 | 2,310.00 | |||
| 1850 | RECONNECT TO MAIN | 03438 | EACH | 14.00 | 14.000 | 15.000 | 15.000 | 498.75 | 7,481.25 | |||
| 1860 | AIR RELEASE VALVE | 03495 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 945.00 | 1,890.00 | |||
| 1870 | GATE VALVE-3 INCH | 03523 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 630.00 | 0.00 | |||
| 1880 | GATE VALVE-6 INCH | 03526 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 840.00 | 18,480.00 | |||
| 1890 | GATE VALVE-8 INCH | 03528 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,050.00 | 9,450.00 | |||
| 1900 | GATE VALVE-10 INCH | 03530 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 1,575.00 | 4,725.00 | |||
| 1910 | GATE VALVE-12 INCH | 03532 | EACH | 19.00 | 19.000 | -1.000 | 21.000 | 20.000 | 1,932.00 | -1,932.00 | 38,640.00 | |
| 1920 | TAPPING SLEEVE & VALVE | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,497.80 | 5,497.80 | |||
| 1930 | TEE AND BLOCK 12X12X10 | 03571 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 840.00 | 3,360.00 | |||
| 1940 | TEE AND BLOCK 12X12X3 | 03571 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 1950 | TEE AND BLOCK 12X12X6 | 03571 | EACH | 1.00 | 1.000 | 4.000 | 4.000 | 735.00 | 2,940.00 | |||
| 1960 | TEE AND BLOCK 12X12X8 | 03571 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 735.00 | 3,675.00 | |||
| 1970 | BEND AND BLOCK 10 IN | 03572 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 525.00 | 3,675.00 | |||
| 1980 | CONNECT TO 8 IN | 22447NN | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,100.00 | 16,800.00 | |||
| 1990 | CONNECT TO 3 IN | 20055EDR16 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,050.00 | 0.00 | |||
| 2000 | REDUCER 12X10 | 20124EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 472.50 | 472.50 | |||
| 2010 | CURB STOP | 20140EC | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 210.00 | 840.00 | |||
| 2020 | BEND AND BLOCK-3 IN | 20553NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 262.50 | 0.00 | |||
| 2030 | BEND AND BLOCK-6 IN | 20554NC | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 315.00 | 3,465.00 | |||
| 2040 | BEND AND BLOCK-8 IN | 20555NC | EACH | 14.00 | 14.000 | 19.000 | 19.000 | 367.50 | 6,982.50 | |||
| 2050 | CONNECT TO 6 IN | 20559NC | EACH | 18.00 | 18.000 | 3.000 | 3.000 | 1,575.00 | 4,725.00 | |||
| 2060 | RELOCATE AIR RELEASE VALVE | 20735ND | EACH | 1.00 | 4.000 | -1.000 | 5.000 | 4.000 | 1,365.00 | -1,365.00 | 5,460.00 | |
| 2070 | ADJUST WATER METER PIT TO GRADE | 20737ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 4,357.50 | 8,715.00 | |||
| 2080 | BEND AND BLOCK-12 IN | 20788ND | EACH | 26.00 | 26.000 | 19.000 | 19.000 | 504.00 | 9,576.00 | |||
| 2090 | CONNECT TO 12 IN | 20790ND | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,625.00 | 18,375.00 | |||
| 2100 | REDUCER 8 IN X 6 IN | 20794ND | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 262.00 | 524.00 | |||
| 2110 | REMOVE VALVE BOX | 20831ND | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 52.00 | 0.00 | |||
| 2120 | FIRE HYDRANT ASSEMBLY | 20864ND | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 3,990.00 | 47,880.00 | |||
| 2130 | ANCHOR TEE AND BLOCK 12X12X6 | 21526ND | EACH | 17.00 | 17.000 | -1.000 | 17.000 | 16.000 | 735.00 | -735.00 | 11,760.00 | |
| 2140 | ANCHOR TEE AND BLOCK 12X12X8 | 21526ND | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 735.00 | 2,940.00 | |||
| 2150 | ANCHOR TEE AND BLOCK 8X8X8 | 21526ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 577.00 | 577.00 | |||
| 2160 | TEE AND BLOCK- 12 X 12 X 12 IN | 22101NN | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 840.00 | 2,520.00 | |||
| 2170 | REMOVE WATER METER PIT | 22167NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,050.00 | 1,050.00 | |||
| 2180 | ADJUST AIR RELEASE VALVE TO GRADE | 22168NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 2190 | CONNECT TO-10 IN | 22169NN | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 2,625.00 | 15,750.00 | |||
| 2200 | PLUG AND BLOCK-6 IN | 22170NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 2210 | ABANDON WATER VALVE BOX | 22171NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 52.00 | 52.00 | |||
| 2220 | TEMP WATER MAIN OFFSET | 22172NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 2230 | ADJUST WATER CHAMBER VAULT TO GRADE | 22173NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,305.00 | 4,305.00 | |||
| 2240 | RELOCATE ELECTRICAL SERVICE | 22174NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,575.00 | 1,575.00 | |||
| 2250 | FLUSHING DEVICE-2 IN | 22186NN | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 210.00 | 630.00 | |||
| 8036 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 0.00 | 86.000 | 64.000 | 64.000 | 241.50 | 15,456.00 | |||
| 8037 | BEND AND BLOCK-16 IN 45 DEG | 20789ND | EACH | 0.00 | 4.000 | 2.000 | 2.000 | 1,575.00 | 3,150.00 | |||
| 8038 | GATE VALVE-16 INCH Cut Into Existing Main | 03536 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 10,080.00 | 10,080.00 | |||
| 8039 | CASING SPACERS 16 Inch Water Main | 20135EC | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 357.00 | 3,570.00 | |||
| 8040 | CONCRETE ENCASEMENT 16 Inch Casing Pipe Grout | 20057ES601 | LF | 0.00 | 66.000 | 64.000 | 64.000 | 68.25 | 4,368.00 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0007 SEWER | |||||||
| 2260 | SEWER PIPE-15 INCH | 01055 | LF | 18.00 | 0.000 | 0.000 | 0.000 | 173.25 | 0.00 | |||
| 2270 | DUCTILE IRON PIPE-24 INCH RESTRAINED JOINT | 01111 | LF | 53.00 | 53.000 | 0.000 | 0.000 | 392.70 | 0.00 | |||
| 2280 | PLUG PIPE | 01314 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 5,250.00 | 0.00 | |||
| 2290 | RECONSTRUCT MANHOLE | 01789 | EACH | 22.00 | 22.000 | 10.000 | 10.000 | 1,391.25 | 13,912.50 | |||
| 2300 | PVC PIPE-8 INCH | 03387 | LF | 1,385.00 | 1,385.000 | 1,637.750 | 1,637.750 | 36.96 | 60,531.24 | |||
| 2310 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,073.30 | 11,073.30 | |||
| 2320 | CONNECT TO 8 IN | 22447NN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,163.25 | 8,326.50 | |||
| 2330 | DUCTILE IRON CAP RESTRAINED | 20241MD | EACH | 1.00 | 2.000 | 1.000 | 1.000 | 1,669.50 | 1,669.50 | |||
| 2340 | SEWER PIPE-36 IN | 20505ES701 | LF | 763.00 | 0.000 | 0.000 | 0.000 | 309.75 | 0.00 | |||
| 2350 | MANHOLE-5 FT | 21919NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 5,659.50 | 0.00 | |||
| 2360 | AIR RELEASE VALVE AND BOX | 21996NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 2370 | FITTING-8 IN | 22185NN | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 525.00 | 2,100.00 | |||
| 2380 | BEND 45 DEG-24 IN | 22191NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,782.50 | 0.00 | |||
| 2390 | MANHOLE DOGHOUSE-60 IN DIA | 22192NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 6,510.00 | 0.00 | |||
| 2400 | MANHOLE-72 IN DIA | 22193NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 8,825.25 | 0.00 | |||
| 2410 | MANHOLE VORTEX-96 IN DIA | 22194NN | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 129,997.00 | 0.00 | |||
| 2420 | STEEL ENCASEMENT PIPE-60 IN BORE & JACK | 22195EN | LF | 54.00 | 0.000 | 0.000 | 0.000 | 2,878.00 | 0.00 | |||
| 2430 | STEEL ENCASEMENT PIPE-60 IN OPEN CUT | 22195EN | LF | 85.00 | 85.000 | 0.000 | 0.000 | 1,285.00 | 0.00 | |||
| 8030 | DUCTILE IRON PIPE-24 INCH Force Main Under Pavement (Sta 6+80 - 9+50) | 01111 | LF | 0.00 | 270.000 | 201.000 | 201.000 | 558.60 | 112,278.60 | |||
| 8031 | BEND 45 DEG-24 IN Original Submittal | 22191NN | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 2,643.38 | 0.00 | |||
| 8032 | DUCTILE IRON PIPE-24 INCH Unused Non-Returnable Original Contract Pipe | 01111 | LF | 0.00 | 1.000 | 1.000 | 1.000 | 4,996.40 | 4,996.40 | |||
| 8033 | DUCTILE IRON PIPE-24 INCH Force Main Not In Pavement (Sta 9+50 - 18+75) | 01111 | LF | 0.00 | 925.000 | 979.900 | 979.900 | 320.25 | 313,812.97 | |||
| 8034 | AIR RELEASE VALVE Chamber Without Air Release | 03495 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 29,400.00 | 29,400.00 | |||
| 8035 | BEND 45 DEG-24 IN Revised Submittal | 22191NN | EACH | 0.00 | 2.000 | 6.000 | 6.000 | 3,089.10 | 18,534.60 | |||
| Project | DE00818290716 | Fed/State Project Number | STP 8123 (002) | Category | 0008 UTILITY | |||||||
| 2440 | GAS & UTILITY COORDINATION | 20224MD | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 2450 | GAS MAIN 8 IN SWPC INSTALL | 20717ED | LF | 1,380.00 | 1,380.000 | 1,372.000 | 1,372.000 | 56.00 | 76,832.00 | |||
| 2460 | GAS MAIN 12 IN SWPC INSTALL | 20719ED | LF | 80.00 | 80.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 2470 | INSTALL M-C LONG-SIDE SERVICE PIPING-1IN | 20811ND | EACH | 9.00 | 9.000 | 7.000 | 7.000 | 700.00 | 4,900.00 | |||
| 2480 | INSTALL M-C SHORT-SIDE SERVICE PIPE-1 IN | 20812ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 380.00 | 1,140.00 | |||
| 2490 | GAS LINE-3 IN | 21764EN | LF | 30.00 | 30.000 | 10.000 | 10.000 | 38.00 | 380.00 | |||
| 2500 | POLYETHYLENE GAS MAIN-3 IN | 21847EN | LF | 30.00 | 30.000 | 114.000 | 114.000 | 32.00 | 3,648.00 | |||
| 2510 | GAS MAIN-8 IN PLASTIC | 22175EN | LF | 1,900.00 | 1,900.000 | 1,907.000 | 1,907.000 | 42.00 | 80,094.00 | |||
| 2520 | GAS VALVE-3 IN PLASTIC | 22176EN | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 2530 | RAISE GAS MAIN-8 IN STEEL | 22177EN | LF | 100.00 | 100.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2540 | TEST AND RELIGHT EXIST SERVICE | 22178NN | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 490.00 | 4,900.00 | |||
| 2550 | INST M-C LONG-SIDE SERVICE PIPING-2 IN | 22179NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 920.00 | 920.00 | |||
| 2560 | INST M-C SHORT-SIDE SERVICE PIPING-2 IN | 22180NN | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 530.00 | 530.00 | |||
| 2570 | INST M-C SHORT-SIDE SERVICE PIPING-3 IN | 22181NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 2580 | INST M-C SHORT-SIDE SERVICE PIPING-4 IN | 22182NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 680.00 | 0.00 | |||
| 2590 | INST M-C LONG-SIDE SERVICE PIPING-4 IN | 22183NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | |||
| 2600 | INST M-C LONG-SIDE SERVICE PIPING-6 IN | 22184NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8046 | COST PLUS WORK Repair conduit and wire | 10080NSD | DOLL | 0.00 | 815.820 | 815.820 | 815.820 | 1.00 | 815.82 | |||
| SUBTOT | $4,905.54 |
$12,629,720.70 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0140-1-0I |
STORM SEWER PIPE-18 INCH | LF |
2,003.00 | 0002 | $10.01842 | $19,063.55 | ||||||
0150-1-0I |
STORM SEWER PIPE-24 INCH | LF |
612.00 | 0002 | $13.515380 | $7,857.84 | ||||||
0160-1-0I |
STORM SEWER PIPE-30 INCH | LF |
594.00 | 0002 | $20.844560 | $11,762.59 | ||||||
1730-1-0I |
DUCTILE IRON PIPE-12 INCH | LF |
2,671.00 | 0002 | $20.850190 | $52,906.34 | ||||||
1790-1-0I |
ADJUST FIRE HYDRANT | EACH |
7.00 | 0002 | $614.190000 | $4,087.39 | ||||||
1880-1-0I |
GATE VALVE-6 INCH | EACH |
10.00 | 0002 | $408.100000 | $3,876.95 | ||||||
1890-1-0I |
GATE VALVE-8 INCH | EACH |
8.00 | 0002 | $636.000000 | $4,833.60 | ||||||
1910-1-0I |
GATE VALVE-12 INCH | EACH |
9.00 | 0002 | $1246.560000 | $10,658.09 | ||||||
2120-1-0I |
FIRE HYDRANT ASSEMBLY | EACH |
5.00 | 0002 | $2144.592000 | $10,186.81 | ||||||
2130-1-0I |
ANCHOR TEE AND BLOCK | EACH |
4.00 | 0002 | $274.540000 | $1,043.25 | ||||||
2140-1-0I |
ANCHOR TEE AND BLOCK | EACH |
3.00 | 0002 | $274.540000 | $782.44 | ||||||
1290-1-0I |
STEEL REINF-EPOXY COATED | LB |
24,695.00 | 0003 | $0.848000 | $19,894.29 | ||||||
1730-2-0I |
DUCTILE IRON PIPE-12 INCH | LF |
1,018.00 | 0003 | $20.850000 | $20,164.22 | ||||||
2270-2-0I |
Ductile Iron Pipe 24 inch restrained joint | FT |
52.77 | 0016 | $189.120000 | $9,480.85 | ||||||
2270-1-0I |
Ductile Iron Pipe-24 Inch | FT |
272.00 | 0016 | $138.840000 | $35,876.15 | ||||||
2380-1-0I |
Bend 45 Deg-24 IN | EACH |
4.00 | 0016 | $2162.400000 | $8,347.50 | ||||||
1600-1-0I |
Decorative Strain Poles | EACH |
14.00 | 0019 | $5364.357100 | $71,345.95 | ||||||
1730-1-0A |
DUCTILE IRON PIPE-12 INCH | LF |
1,825.00 | 0002 | $20.850190 | $-36,149.03 | ||||||
1880-1-0A |
GATE VALVE-6 INCH | EACH |
4.00 | 0002 | $408.100000 | $-1,550.78 | ||||||
1890-1-0A |
GATE VALVE-8 INCH | EACH |
3.00 | 0002 | $636.000000 | $-1,812.60 | ||||||
1910-1-0A |
GATE VALVE-12 INCH | EACH |
3.00 | 0002 | $1246.560000 | $-3,552.70 | ||||||
2130-1-0A |
ANCHOR TEE AND BLOCK | EACH |
4.00 | 0002 | $274.540000 | $-1,043.25 | ||||||
2140-1-0A |
ANCHOR TEE AND BLOCK | EACH |
3.00 | 0002 | $274.540000 | $-782.44 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
109.00 | 0003 | $10.018420 | $-1,037.41 | ||||||
0150-1-0A |
STORM SEWER PIPE-24 INCH | LF |
515.00 | 0003 | $13.515380 | $-6,612.40 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | LF |
537.00 | 0003 | $20.844560 | $-10,633.86 | ||||||
1290-1-0A |
STEEL REINF-EPOXY COATED | LB |
5,586.71 | 0003 | $0.848000 | $-4,500.65 | ||||||
1730-2-0A |
DUCTILE IRON PIPE-12 INCH | LF |
193.00 | 0003 | $20.850000 | $-3,822.88 | ||||||
1730-1-0A |
DUCTILE IRON PIPE-12 INCH | LF |
193.00 | 0003 | $20.850190 | $-3,822.88 | ||||||
1910-1-0A |
GATE VALVE-12 INCH | EACH |
5.00 | 0003 | $1246.560000 | $-5,921.16 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
214.50 | 0004 | $10.018420 | $-2,041.50 | ||||||
0150-1-0A |
STORM SEWER PIPE-24 INCH | LF |
60.00 | 0004 | $13.515380 | $-770.38 | ||||||
1730-2-0A |
DUCTILE IRON PIPE-12 INCH | LF |
425.00 | 0004 | $20.850000 | $-8,418.26 | ||||||
1730-1-0A |
DUCTILE IRON PIPE-12 INCH | LF |
425.00 | 0004 | $20.850190 | $-8,418.27 | ||||||
1880-1-0A |
GATE VALVE-6 INCH | EACH |
4.00 | 0004 | $408.100000 | $-1,550.78 | ||||||
2120-1-0A |
FIRE HYDRANT ASSEMBLY | EACH |
1.00 | 0004 | $2144.592000 | $-2,037.36 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
472.50 | 0005 | $10.018420 | $-4,497.02 | ||||||
0150-1-0A |
STORM SEWER PIPE-24 INCH | LF |
37.00 | 0005 | $13.515380 | $-475.07 | ||||||
1290-1-0A |
STEEL REINF-EPOXY COATED | LB |
13,264.29 | 0005 | $0.848000 | $-10,685.71 | ||||||
1730-2-0A |
DUCTILE IRON PIPE-12 INCH | LF |
400.00 | 0005 | $20.850000 | $-7,923.07 | ||||||
1730-1-0A |
DUCTILE IRON PIPE-12 INCH | LF |
228.00 | 0005 | $20.850190 | $-4,516.15 | ||||||
1880-1-0A |
GATE VALVE-6 INCH | EACH |
2.00 | 0005 | $408.100000 | $-775.39 | ||||||
1890-1-0A |
GATE VALVE-8 INCH | EACH |
2.00 | 0005 | $636.000000 | $-1,208.40 | ||||||
1910-1-0A |
GATE VALVE-12 INCH | EACH |
1.00 | 0005 | $1246.560000 | $-1,184.23 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
472.00 | 0006 | $10.018420 | $-4,492.26 | ||||||
0160-1-0A |
STORM SEWER PIPE-30 INCH | LF |
57.00 | 0006 | $20.844560 | $-1,128.73 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
409.00 | 0007 | $10.018420 | $-3,892.66 | ||||||
1790-1-0A |
ADJUST FIRE HYDRANT | EACH |
1.00 | 0007 | $614.190000 | $-583.91 | ||||||
0140-1-0A |
STORM SEWER PIPE-18 INCH | LF |
326.00 | 0008 | $10.018420 | $-3,102.70 | ||||||
1890-1-0A |
GATE VALVE-8 INCH | EACH |
3.00 | 0009 | $636.000000 | $-1,812.60 | ||||||
2120-1-0A |
FIRE HYDRANT ASSEMBLY | EACH |
4.00 | 0010 | $2144.592000 | $-8,149.45 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
3.50 | 0021 | $5364.357100 | $-17,836.49 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
3.00 | 0022 | $5364.357100 | $-15,288.42 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
2.50 | 0023 | $5364.357100 | $-12,740.35 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
0.50 | 0024 | $5364.357100 | $-2,548.07 | ||||||
2270-2-0A |
Ductile Iron Pipe 24 inch restrained joint | FT |
52.77 | 0026 | $189.120000 | $-9,480.85 | ||||||
2270-1-0A |
Ductile Iron Pipe-24 Inch | FT |
122.00 | 0026 | $138.840000 | $-16,091.51 | ||||||
2270-1-0A |
Ductile Iron Pipe-24 Inch | FT |
90.00 | 0027 | $138.840000 | $-11,870.78 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
1.00 | 0029 | $5364.357100 | $-5,096.14 | ||||||
2270-1-0A |
Ductile Iron Pipe-24 Inch | FT |
60.00 | 0029 | $138.840000 | $-7,913.86 | ||||||
1600-1-0A |
Decorative Strain Poles | EACH |
1.00 | 0030 | $5364.357100 | $-5,096.14 | ||||||
1790-1-0A |
ADJUST FIRE HYDRANT | EACH |
1.00 | 0030 | $614.190000 | $-583.91 | ||||||
2380-1-0A |
Bend 45 Deg-24 IN | EACH |
2.00 | 0033 | $2162.400000 | $-4,173.75 | ||||||
2380-1-0A |
Bend 45 Deg-24 IN | EACH |
2.00 | 0038 | $2162.400000 | $-4,173.75 | ||||||
1290-10C |
STEEL REINF-EPOXY COATED | LB |
0.00 | 0050 | $0.805600 | $-4,707.93 | ||||||
1600-10C |
Decorative Strain Poles | EACH |
0.00 | 0050 | $5096.139286 | $-12,740.34 | ||||||
1790-10C |
ADJUST FIRE HYDRANT | EACH |
0.00 | 0050 | $583.912857 | $-2,919.57 | ||||||
| SUBTOT | $0.01 |
|||||||||||