|
ContID 051118 EST NO 0049 |
Date:01/29/2008 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051118 | Estimate Number | 0049 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06317) Young, Brian C. | ||||||
| Contractor | HINKLE CONTRACTING CORPORATION | MARS ADDR SN 2 | |||||
| P O BOX 200 | |||||||
| PARIS , KY , 40362 | |||||||
| Pay Period | 10/06/2007 TO 01/25/2008 | ||||||
| Date Approved | 01/29/2008 | ||||||
| Primary Proj Number | DE02100420518 | ||||||
| Project No. | FD04 021 0042 009-011 | ||||||
| Primary County | CARROLL | ||||||
| Name of Road | CARROLLTON-MARKLAND DAM ROAD (US 42) | ||||||
| Description | Asphalt Surface with Grade & Drain Spot Improvement for Reconstr. of (US 42) | ||||||
| Date Let | 08/26/2005 | Formal Acceptance | |||||
| Date Awarded | 09/06/2005 | Date Work Began | 11/14/2005 | ||||
| Date Contract Executed | 09/12/2005 | Open To Traffic | |||||
| Date NTP Issued | 09/12/2005 | Actual Completion Date | 09/18/2007 | ||||
| Current Contract Amount | $6,079,314.37 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $5,518,274.63 |
Total Earnings | $5,964,895.16 |
$5,962,878.41 |
$2,016.75 |
|
| Percent Complete | 98.10 |
Stockpiled Materials | $-0.02 |
$-0.02 |
$0.00 |
|
| Funds Available | $115,219.23 |
Gross Earnings | $5,964,895.14 |
$5,962,878.39 |
$0.00 |
|
| Total Change Orders | $561,039.74 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,964,095.14 |
$5,962,078.39 |
2,016.75 |
|||
| Contract Id | 051118 | Change Order Summary |
County | CARROLL | ||||||
| Estimate Nbr | 0049 | Project Number | FD04 021 0042 009-011 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | Period | 10/06/2007 TO 01/25/2008 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Horizontal Directional Drill for Water and Gas | Approved | 03/31/2006 | $31,177.00 | 1.0 | |||||
| 002 | Change Order for modifications to Project | Approved | 05/02/2006 | $47,590.00 | 2.0 | |||||
| 003 | Stabilize and Provide drainage for existing foundation soils | Approved | 09/29/2006 | $338,823.00 | 10.0 | |||||
| 004 | Temporary Barrier Wall, Removing Guardrail & Add Turn Lane | Approved | 12/13/2006 | $-112.65 | 0.0 | |||||
| 005 | CEMENT STABILIZATION | Approved | 02/12/2007 | $51,003.95 | 2.0 | |||||
| 006 | Fuel and Asphalt Adjustments | Approved | 03/01/2007 | $92,607.00 | 0.0 | |||||
| 007 | Additional Work | Approved | 05/25/2007 | $-48.56 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0047 |
$-800.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0014 | 0.00 |
$0.00 |
$170.46 |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0017 | 0.00 |
$0.00 |
$1,291.40 |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$2,024.75 |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$421.98 |
||
| DE02100420518 | 0580 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$294.60 |
||
| DE02100420518 | 0620 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$10.12 |
||
| DE02100420518 | 0620 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$1,314.73 |
||
| DE02100420518 | 0620 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$80.33 |
||
| DE02100420518 | 0620 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0021 | 0.00 |
$0.00 |
$12,582.98 |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0024 | 0.00 |
$0.00 |
$15.01 |
||
| DE02100420518 | 0640 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0024 | 0.00 |
$0.00 |
$3,877.79 |
||
| DE02100420518 | 0020 | EMBANKMENT IN PLACE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$-3,923.60 |
||
| DE02100420518 | 0580 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$-294.60 |
||
| DE02100420518 | 0620 | CL3 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$-13,988.16 |
||
| DE02100420518 | 0640 | CL3 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0034 | 0.00 |
$0.00 |
$-3,877.79 |
||
| Contract Id | 051118 | COMMONWEALTH OF KENTUCKY |
County | CARROLL | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE02100420518 | ||||||
| Estimate Nbr | 0049 | Period | 10/06/2007 TO 01/25/2008 | |||||||
| Contractor | HINKLE CONTRACTING CORPORATION | |||||||||
| Project | DE02100420518 | Fed/State Project Number | FD04 021 0042 009-011 | 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 | CLEARING AND GRUBBING 26.7 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 100,600.00 | 100,600.00 | ||
| 0020 | EMBANKMENT IN PLACE | 02230 | CUYD | 82,315.00 | 82,515.000 | 83,256.000 | 83,256.000 | 16.97 | 1,412,854.32 | ||
| 0030 | WATER | 02242 | MGAL | 2,020.00 | 2,020.000 | 0.000 | 0.000 | 1.50 | 0.00 | ||
| 0040 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 13,032.00 | 21,187.000 | 10,180.000 | 10,180.000 | 1.70 | 17,306.00 | ||
| 0050 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5,500.00 | 5,500.000 | 2,636.680 | 2,636.680 | 16.85 | 44,428.05 | ||
| 0060 | PERFORATED PIPE-4 INCH | 01000 | LF | 140.00 | 1,140.000 | 200.000 | 200.000 | 16.50 | 3,300.00 | ||
| 0070 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 410.00 | 0.00 | ||
| 0080 | REMOVE PAVEMENT | 02091 | SQYD | 68.00 | 68.000 | 68.000 | 68.000 | 4.25 | 289.00 | ||
| 0090 | STANDARD CURB AND GUTTER | 01810 | LF | 711.00 | 711.000 | 767.000 | 767.000 | 16.20 | 12,425.40 | ||
| 0100 | SEEDING AND PROTECTION | 05985 | SQYD | 89,344.00 | 89,344.000 | 64,862.000 | 64,862.000 | 0.30 | 19,458.60 | ||
| 0110 | PLUG PIPE | 01314 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 490.00 | 980.00 | ||
| 0120 | TEMPORARY SILT FENCE | 02701 | LF | 1,195.00 | 1,195.000 | 1,345.000 | 1,345.000 | 3.70 | 4,976.50 | ||
| 0130 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 1,195.00 | 1,195.000 | 545.000 | 545.000 | 0.65 | 354.25 | ||
| 0135 | TEMPORARY DITCH | 02159 | LF | 7,210.00 | 7,210.000 | 4,200.000 | 4,200.000 | 1.90 | 7,980.00 | ||
| 0136 | TEMPORARY MULCH | 05952 | SQYD | 129,228.00 | 129,228.000 | 0.000 | 0.000 | 0.12 | 0.00 | ||
| 0140 | SILT TRAP TYPE A NO. 2 | 02703 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,390.00 | 1,390.00 | ||
| 0150 | CLEAN SILT TRAP TYPE A NO. 2 | 02706 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 120.00 | 120.00 | ||
| 0160 | SILT TRAP TYPE B | 02704 | EACH | 37.00 | 37.000 | 32.000 | 32.000 | 310.00 | 9,920.00 | ||
| 0170 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 37.00 | 37.000 | 21.000 | 21.000 | 60.00 | 1,260.00 | ||
| 0180 | SODDING | 05990 | SQYD | 2,750.00 | 2,750.000 | 2,650.000 | 2,650.000 | 4.10 | 10,865.00 | ||
| 0190 | EROSION CONTROL BLANKET | 05950 | SQYD | 517.00 | 517.000 | 2,786.000 | 2,786.000 | 1.54 | 4,290.44 | ||
| 0200 | CHANNEL LINING CLASS II | 02483 | TON | 111.00 | 111.000 | 108.010 | 108.010 | 29.20 | 3,153.89 | ||
| 0210 | CHANNEL LINING CLASS III | 02484 | TON | 352.00 | 352.000 | 377.490 | 377.490 | 29.10 | 10,984.95 | ||
| 0220 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 74.10 | 2,074.80 | ||
| 0230 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,942.00 | 2,942.000 | 2,957.500 | 2,957.500 | 14.60 | 43,179.50 | ||
| 0240 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 42.20 | 42.20 | ||
| 0250 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,090.00 | 8,360.00 | ||
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 560.00 | 1,680.00 | ||
| 0280 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,820.00 | 3,640.00 | ||
| 0290 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 100.00 | 100.000 | 100.000 | 100.000 | 22.30 | 2,230.00 | ||
| 0300 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 73,745.00 | 73,745.00 | ||
| 0310 | SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 460.000 | 460.000 | 5.30 | 2,438.00 | ||
| 0320 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 220.00 | 1,320.00 | ||
| 0330 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,610.00 | 12,610.00 | ||
| 0340 | EDGE KEY | 02585 | LF | 35.00 | 35.000 | 60.000 | 60.000 | 36.00 | 2,160.00 | ||
| 0350 | CRASH CUSHION TYPE VI-T | 02894 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 6,520.00 | 13,040.00 | ||
| 0360 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 28,900.00 | 28,900.000 | 65,209.000 | 65,209.000 | 0.22 | 14,345.98 | ||
| 0370 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 32,595.00 | 32,895.000 | 32,062.000 | 32,062.000 | 0.22 | 7,053.64 | ||
| 0380 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 500.00 | 500.000 | 352.000 | 352.000 | 2.15 | 756.80 | ||
| 0390 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 500.00 | 500.000 | 352.000 | 352.000 | 2.15 | 756.80 | ||
| 0400 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 20.00 | 20.000 | 24.000 | 24.000 | 115.00 | 2,760.00 | ||
| 0410 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 112.00 | 112.000 | 341.000 | 341.000 | 41.25 | 14,066.25 | ||
| 0420 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 380.00 | 0.00 | ||
| 0430 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | ||
| 0440 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 101,520.00 | 101,520.00 | ||
| 0450 | CULVERT PIPE-24 INCH | 00464 | LF | 468.00 | 468.000 | 468.000 | 468.000 | 53.00 | 24,804.00 | ||
| 0460 | CULVERT PIPE-30 INCH | 00466 | LF | 98.00 | 98.000 | 98.000 | 98.000 | 80.30 | 7,869.40 | ||
| 0470 | STORM SEWER PIPE-18 INCH | 00522 | LF | 426.00 | 426.000 | 426.000 | 426.000 | 46.60 | 19,851.60 | ||
| 0480 | STORM SEWER PIPE-24 INCH | 00524 | LF | 462.00 | 462.000 | 462.000 | 462.000 | 47.40 | 21,898.80 | ||
| 0490 | METAL END SECTION TY 1-24 INCH | 01373 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | ||
| 0500 | S & F BOX INLET-OUTLET-24 INCH | 01451 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 2,360.00 | 21,240.00 | ||
| 0510 | S & F BOX INLET-OUTLET-30 INCH | 01452 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,920.00 | 2,920.00 | ||
| 0520 | JUNCTION BOX-24 INCH | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,320.00 | 1,320.00 | ||
| 0530 | CURB BOX INLET TYPE A | 01456 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,130.00 | 16,520.00 | ||
| 0540 | CONCRETE-CLASS A | 08100 | CUYD | 1.68 | 1.680 | 1.680 | 1.680 | 760.00 | 1,276.80 | ||
| 0550 | STEEL REINFORCEMENT | 08150 | LB | 140.50 | 140.500 | 140.500 | 140.500 | 1.20 | 168.60 | ||
| 0560 | ENTRANCE PIPE-15 INCH | 00440 | LF | 100.00 | 100.000 | 152.000 | 152.000 | 32.10 | 4,879.20 | ||
| 0570 | DGA BASE | 00001 | TON | 1,138.00 | 1,138.000 | 2,644.160 | 2,644.160 | 19.70 | 52,089.95 | ||
| 0580 | CRUSHED STONE BASE | 00003 | TON | 17,245.00 | 17,286.000 | 18.740 | 13,574.760 | 13,593.500 | 14.85 | 278.28 | 201,863.47 |
| 0590 | ASPHALT SEAL AGGREGATE | 00100 | TON | 140.00 | 140.000 | 68.980 | 68.980 | 44.90 | 3,097.20 | ||
| 0600 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 17.00 | 17.000 | 6.260 | 6.260 | 395.00 | 2,472.70 | ||
| 0610 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,247.00 | 1,247.000 | 1,442.640 | 1,442.640 | 43.95 | 63,404.02 | ||
| 0620 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 28,043.00 | 28,178.000 | 41.790 | 27,086.030 | 27,127.820 | 41.60 | 1,738.46 | 1,128,517.31 |
| 0640 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | TON | 820.00 | 820.000 | 949.960 | 949.960 | 46.00 | 43,698.16 | ||
| 0650 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 3,430.00 | 3,445.000 | 3,570.660 | 3,570.660 | 47.15 | 168,356.61 | ||
| 0660 | PCC BASE-9 INCH | 02064 | SQYD | 389.00 | 389.000 | 460.000 | 460.000 | 38.10 | 17,526.00 | ||
| 0670 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 22.00 | 22.000 | 0.000 | 0.000 | 57.30 | 0.00 | ||
| 8003 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 0.00 | 320.000 | 320.000 | 320.000 | 71.56 | 22,899.20 | ||
| 8004 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 0.00 | 8.000 | 0.000 | 0.000 | 5.60 | 0.00 | ||
| 8005 | REMOVE GUARDRAIL | 02381 | LF | 0.00 | 1,000.000 | 2,687.500 | 2,687.500 | 1.50 | 4,031.25 | ||
| 8006 | PAVE STRIPING REMOVAL-4 INCH | 06530 | LF | 0.00 | 3,400.000 | 3,400.000 | 3,400.000 | 0.50 | 1,700.00 | ||
| 8007 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 0.00 | 24,350.330 | 24,685.000 | 24,685.000 | 2.25 | 55,541.25 | ||
| 8008 | CEMENT | 02542 | TON | 0.00 | 591.160 | 583.850 | 583.850 | 120.00 | 70,062.00 | ||
| 8009 | ASPHALT CURING SEAL | 00358 | TON | 0.00 | 22.740 | 23.326 | 23.326 | 475.00 | 11,079.85 | ||
| 8010 | SAND FOR BLOTTER | 02702 | TON | 0.00 | 61.000 | 0.000 | 0.000 | 27.00 | 0.00 | ||
| 8011 | STAKING | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 750.00 | 750.00 | ||
| 8012 | FUEL ADJUSTMENT No Federal Participation | 10020NS | DOLL | 0.00 | 5,532.460 | 19,435.280 | 19,435.280 | 1.00 | 19,435.28 | ||
| 8013 | ASPHALT ADJUSTMENT No Federal Participation | 10030NS | DOLL | 0.00 | 87,074.540 | 131,384.630 | 131,384.630 | 1.00 | 131,384.63 | ||
| 8014 | COST PLUS WORK SLOPE PROTECTION | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 141,766.20 | 141,766.20 | ||
| Project | DE02100420518 | Fed/State Project Number | FD04 021 0042 009-011 | Category | 0002 BRIDGE | ||||||
| 0680 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 100.00 | 0.000 | 0.000 | 0.000 | 55.80 | 0.00 | ||
| 0690 | FABRIC-GEOTEXTILE TYPE I | 02596 | SQYD | 2,196.00 | 2,196.000 | 2,196.000 | 2,196.000 | 3.05 | 6,697.80 | ||
| 0700 | MASONRY COATING | 02998 | SQYD | 449.00 | 449.000 | 449.000 | 449.000 | 12.20 | 5,477.80 | ||
| 0710 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 67,370.00 | 67,370.00 | ||
| 0720 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,172.00 | 2,172.000 | 2,374.070 | 2,374.070 | 22.30 | 52,941.76 | ||
| 0730 | TEST PILES | 08033 | LF | 240.00 | 240.000 | 260.000 | 260.000 | 67.00 | 17,420.00 | ||
| 0740 | PILES-STEEL HP12X53 | 08046 | LF | 2,530.00 | 3,620.000 | 3,620.000 | 3,620.000 | 38.60 | 139,732.00 | ||
| 0750 | CONCRETE-CLASS A | 08100 | CUYD | 206.80 | 206.800 | 206.800 | 206.800 | 456.90 | 94,486.92 | ||
| 0760 | CONCRETE-CLASS AA | 08104 | CUYD | 418.40 | 418.400 | 418.400 | 418.400 | 456.90 | 191,166.96 | ||
| 0770 | STEEL REINFORCEMENT | 08150 | LB | 29,620.00 | 29,620.000 | 29,620.000 | 29,620.000 | 0.80 | 23,696.00 | ||
| 0780 | STEEL REINF-EPOXY COATED | 08151 | LB | 94,450.00 | 94,450.000 | 94,450.000 | 94,450.000 | 0.93 | 87,838.50 | ||
| 0790 | STRUCTURAL STEEL 2320 LB | 08160 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,150.00 | 10,150.00 | ||
| 0800 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,200.00 | 1,200.000 | 1,200.000 | 1,200.000 | 215.00 | 258,000.00 | ||
| 8001 | FLOWABLE FILL FLOWABLE FILL FOR BRIDGE END | 02220 | CUYD | 0.00 | 100.000 | 100.000 | 100.000 | 220.50 | 22,050.00 | ||
| Project | DE02100420518 | Fed/State Project Number | FD04 021 0042 009-011 | Category | 0003 SEWER | ||||||
| 0810 | PVC PIPE-6 INCH | 03385 | LF | 5,921.33 | 5,921.330 | 5,577.000 | 5,577.000 | 7.90 | 44,058.30 | ||
| 0820 | CONNECT TO 6" | 20559NC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 760.00 | 3,040.00 | ||
| 0830 | BEND AND BLOCK 6 IN | 03572 | EACH | 11.00 | 11.000 | 7.000 | 7.000 | 152.00 | 1,064.00 | ||
| 0840 | REMOVAL AND REINST OF AIR/VACUUM VALVE | 20640ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,570.00 | 3,140.00 | ||
| 0850 | REMOVE AND HAUL UNTREATED WASTEWATER | 21126ND | GAL | 9,000.00 | 9,000.000 | 9,000.000 | 9,000.000 | 0.81 | 7,290.00 | ||
| Project | DE02100420518 | Fed/State Project Number | FD04 021 0042 009-011 | Category | 0004 WATERLINE | ||||||
| 0860 | DUCTILE IRON PIPE-3 INCH | 01090 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 73.10 | 4,386.00 | ||
| 0870 | DUCTILE IRON PIPE-6 INCH | 01093 | LF | 3,045.00 | 3,445.000 | 3,682.000 | 3,682.000 | 33.50 | 123,347.00 | ||
| 0880 | GATE VALVE-3 INCH | 03523 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 381.00 | 381.00 | ||
| 0890 | GATE VALVE-6 INCH | 03526 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 510.00 | 3,570.00 | ||
| 0900 | TEE AND BLOCK 6"X6"X3" 6"X6"X3" | 20642ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 234.00 | 234.00 | ||
| 0910 | ANCHORING TEE AND BLOCK 6"X6"X6" | 20643ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 279.00 | 279.00 | ||
| 0920 | TEE AND BLOCK 6"X6"X6" | 20644ND | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 254.00 | 254.00 | ||
| 0930 | BEND AND BLOCK-3" | 20553NC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 178.00 | 356.00 | ||
| 0940 | BEND AND BLOCK-6" | 20554NC | EACH | 8.00 | 8.000 | 17.000 | 17.000 | 228.00 | 3,876.00 | ||
| 0950 | CONNECT TO 3" | 20055EDR16 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,220.00 | 1,220.00 | ||
| 0960 | CONNECT TO 6" | 20559NC | EACH | 8.00 | 6.000 | 8.000 | 8.000 | 1,120.00 | 8,960.00 | ||
| 0970 | RELOCATE FIRE HYDRANT | 03433 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,120.00 | 1,120.00 | ||
| 0980 | RELOCATE WATER METER | 03431 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 431.00 | 862.00 | ||
| 0990 | COPPER PIPE-3/4 INCH | 03360 | LF | 75.00 | 75.000 | 162.000 | 162.000 | 23.90 | 3,871.80 | ||
| 1000 | COPPER PIPE-1 INCH | 03361 | LF | 20.00 | 20.000 | 31.000 | 31.000 | 45.70 | 1,416.70 | ||
| 1010 | RECONNECT TO MAIN | 03438 | EACH | 6.00 | 6.000 | 11.000 | 11.000 | 330.00 | |||