|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 051226 | Estimate Number | 0037 | Estimate Type FINAL | |||
| District Office | ELIZABETHTOWN (04360) Filiatreau, Chad J., P.E. | ||||||
| Contractor | SALSMAN BROTHERS INC | ADDR SN 0 VC Code VC0000088625 | |||||
| BOX 128 | |||||||
| BARDSTOWN , KY , 40004 | |||||||
| Pay Period | 08/25/2007 TO 05/26/2010 | ||||||
| Date Approved | 08/05/2010 | ||||||
| Primary Proj Number | DE09000620526 | ||||||
| Project No. | STP 8334 (004) | ||||||
| Primary County | NELSON | ||||||
| Name of Road | BARDSTOWN-BOSTON ROAD (US 62) | ||||||
| Description | RELOCATION OF US 62 FROM AIRPORT ROAD TO STATE STREET | ||||||
| Date Let | 06/17/2005 | Formal Acceptance | 08/27/2007 | ||||
| Date Awarded | 06/30/2005 | Date Work Began | 08/08/2005 | ||||
| Date Contract Executed | 07/20/2005 | Open To Traffic | 11/14/2006 | ||||
| Date NTP Issued | 07/20/2005 | Actual Completion Date | 11/14/2006 | ||||
| Current Contract Amount | $5,149,174.31 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $4,964,007.46 |
Total Earnings | $5,010,066.34 |
$5,031,105.05 |
$-21,038.71 |
|
| Percent Complete | 99.59 |
Stockpiled Materials | $0.01 |
$0.01 |
$0.00 |
|
| Funds Available | $21,222.66 |
Gross Earnings | $5,010,066.35 |
$5,031,105.06 |
$-21,038.71 |
|
| Total Change Orders | $185,166.85 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,127,951.65 |
$5,148,990.36 |
$-21,038.71 |
|||
| Contract Id | 051226 | Change Order Summary |
County | NELSON | ||||||
| Estimate Nbr | 0037 | Project Number | STP 8334 (004) | |||||||
| Contractor | SALSMAN BROTHERS INC | Period | 08/25/2007 TO 05/26/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Mass Concrete and Structure Excavation | Approved | 03/13/2006 | $21,726.00 | 0.0 | |||||
| 002 | Masonry Coating for Pier Columns | Approved | 06/22/2006 | $8,190.00 | 0.0 | |||||
| 003 | Fuel and Asphalt Adjustment | Approved | 04/02/2007 | $155,249.16 | 0.0 | |||||
| 004 | Approach Slabs | Approved | 07/13/2007 | $1.69 | 0.0 | |||||
| 006 | Lot Pay Adjustment and Non Spec Material Override | Approved | 06/17/2008 | $0.00 | 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 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$53.41 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$98.17 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$594.35 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$21.76 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$159.86 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0013 | 0.00 |
$0.00 |
$528.56 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0022 | 0.00 |
$0.00 |
$30.00 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0022 | 0.00 |
$0.00 |
$936.93 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | -1,307.80 |
$0.00 |
$0.00 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | NON-SPEC MATERIAL DEDUCTION | 0025 | -563.36 |
$0.00 |
$0.00 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$100.32 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$9,215.56 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$545.41 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$9,427.20 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$514.30 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$1,259.69 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0025 | 0.00 |
$0.00 |
$61.43 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-53.41 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-30.00 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-100.32 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$653.22 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-9,215.56 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-545.41 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$347.37 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$951.20 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-9,427.20 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-514.30 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$4,302.53 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$19,930.67 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-98.17 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-594.35 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$907.69 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$4,820.46 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-21.76 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-159.86 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-1,259.69 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-61.43 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$287.06 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$1,651.22 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-528.56 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$-936.93 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0028 | 0.00 |
$0.00 |
$2,877.82 |
||
| DE09000620526 | 0010 | CRUSHED STONE BASE | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$961.63 |
||
| DE09000620526 | 0050 | CL1 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$1,114.67 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$8,065.86 |
||
| DE09000620526 | 0060 | CL2 ASPH BASE 1.00D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$39,962.41 |
||
| DE09000620526 | 0070 | CL1 ASPH BASE 0.75D PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$5,951.19 |
||
| DE09000620526 | 0080 | EMULSIFIED ASPHALT RS-2 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$1,614.99 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$3,179.63 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0030 | 0.00 |
$0.00 |
$20,433.43 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0032 | 0.00 |
$0.00 |
$-20,433.43 |
||
| DE09000620526 | 0090 | CL2 ASPH SURF 0.38B PG64-22 | FUEL OR ASPHALT PRICE ADJUSTMENT | 0032 | 0.00 |
$0.00 |
$18,885.81 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0032 | 0.00 |
$0.00 |
$-2,877.82 |
||
| DE09000620526 | 0350 | ROADWAY EXCAVATION | FUEL OR ASPHALT PRICE ADJUSTMENT | 0032 | 0.00 |
$0.00 |
$4,297.69 |
||
| Contract Id | 051226 | COMMONWEALTH OF KENTUCKY |
County | NELSON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | DE09000620526 | |||||||
| Estimate Nbr | 0037 | Period | 08/25/2007 TO 05/26/2010 | |||||||
| Contractor | SALSMAN BROTHERS INC | |||||||||
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | 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 | CRUSHED STONE BASE | 00003 | TON | 18,693.00 | 14,845.120 | 11.210 | 14,845.120 | 14,856.330 | 12.00 | 134.52 | 178,275.96 | |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 10.00 | 10.000 | 106.430 | 106.430 | 15.00 | 1,596.45 | |||
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | TON | 77.00 | 77.000 | 101.680 | 101.680 | 75.00 | 7,626.00 | |||
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | TON | 12.00 | 12.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0050 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | TON | 1,877.00 | 742.840 | 742.840 | 742.840 | 37.71 | 28,012.49 | |||
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 7,014.00 | 7,014.000 | 9,271.900 | 9,271.900 | 37.71 | 349,643.34 | |||
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | TON | 2,044.00 | 1,460.460 | 1,460.460 | 1,460.460 | 40.91 | 59,747.41 | |||
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 9.00 | 9.000 | 11.280 | 11.280 | 180.00 | 2,030.40 | |||
| 0090 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 2,707.00 | 2,707.000 | 3,196.530 | 3,196.530 | 41.95 | 134,094.43 | |||
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | LF | 859.00 | 859.000 | 861.000 | 861.000 | 21.50 | 18,511.50 | |||
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | LF | 151.00 | 151.000 | 151.000 | 151.000 | 23.00 | 3,473.00 | |||
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | LF | 140.00 | 140.000 | 140.000 | 140.000 | 27.00 | 3,780.00 | |||
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | LF | 79.00 | 79.000 | 132.000 | 132.000 | 33.50 | 4,422.00 | |||
| 0140 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | LF | 53.00 | 53.000 | 45.000 | 45.000 | 34.50 | 1,552.50 | |||
| 0150 | CULVERT PIPE-15 INCH | 00461 | LF | 181.00 | 181.000 | 49.000 | 49.000 | 25.00 | 1,225.00 | |||
| 0160 | CULVERT PIPE-18 INCH | 00462 | LF | 100.00 | 100.000 | 0.000 | 0.000 | 26.00 | 0.00 | |||
| 0170 | CULVERT PIPE-24 INCH | 00464 | LF | 305.00 | 305.000 | 291.000 | 291.000 | 34.50 | 10,039.50 | |||
| 0180 | CULVERT PIPE-36 INCH | 00468 | LF | 62.00 | 62.000 | 62.000 | 62.000 | 53.00 | 3,286.00 | |||
| 0190 | CULVERT PIPE-54 INCH | 00471 | LF | 111.00 | 111.000 | 111.000 | 111.000 | 110.00 | 12,210.00 | |||
| 0200 | STORM SEWER PIPE-24 INCH | 00524 | LF | 146.00 | 146.000 | 146.000 | 146.000 | 34.50 | 5,037.00 | |||
| 0210 | PERFORATED PIPE-4 INCH | 01000 | LF | 608.00 | 608.000 | 779.000 | 779.000 | 8.00 | 6,232.00 | |||
| 0220 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 648.00 | 648.000 | 185.000 | 185.000 | 8.00 | 1,480.00 | |||
| 0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 375.00 | 1,875.00 | |||
| 0240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0250 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 425.00 | 1,275.00 | |||
| 0260 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0270 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0280 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,100.00 | 8,400.00 | |||
| 0290 | MANHOLE TYPE A | 01756 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,150.00 | 2,300.00 | |||
| 0300 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 426.00 | 426.000 | 333.000 | 333.000 | 18.00 | 5,994.00 | |||
| 0310 | STANDARD INTEGRAL CURB | 01830 | LF | 100.00 | 100.000 | 154.250 | 154.250 | 16.00 | 2,468.00 | |||
| 0320 | BARRICADE-TYPE III | 02014 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
| 0330 | REMOVE PAVEMENT | 02091 | SQYD | 848.00 | 848.000 | 848.000 | 848.000 | 3.00 | 2,544.00 | |||
| 0340 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | SQYD | 231.00 | 231.000 | 229.970 | 229.970 | 65.00 | 14,948.05 | |||
| 0350 | ROADWAY EXCAVATION | 02200 | CUYD | 91,265.00 | 91,265.000 | 91,659.620 | 91,659.620 | 4.30 | 394,136.36 | |||
| 0360 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,237.50 | 2,237.500 | 2,235.000 | 2,235.000 | 16.00 | 35,760.00 | |||
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,950.00 | 7,800.00 | |||
| 0400 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0420 | TEMPORARY GUARDRAIL | 02397 | LF | 700.00 | 700.000 | 50.000 | 50.000 | 8.00 | 400.00 | |||
| 0430 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 29.00 | 29.000 | 28.000 | 28.000 | 93.60 | 2,620.80 | |||
| 0440 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 41.00 | 41.000 | 42.000 | 42.000 | 93.60 | 3,931.20 | |||
| 0450 | CHANNEL LINING CLASS IA | 02482 | TON | 97.00 | 97.000 | 0.000 | 0.000 | 85.00 | 0.00 | |||
| 0460 | CHANNEL LINING CLASS II | 02483 | TON | 3,818.00 | 3,638.200 | 51.440 | 3,284.810 | 3,336.250 | 14.00 | 720.16 | 46,707.50 | |
| 0470 | CHANNEL LINING CLASS III | 02484 | TON | 2,034.00 | 141.000 | 141.000 | 141.000 | 17.00 | 2,397.00 | |||
| 0480 | CHANNEL LINING CLASS III TYPE M | 02484 | TON | 1,064.00 | 1,064.000 | 1,399.000 | 1,399.000 | 17.00 | 23,783.00 | |||
| 0490 | CLEARING AND GRUBBING 15.5 ACRES | 02545 | LS | 1.00 | 1.000 | 0.050 | 0.950 | 1.000 | 40,000.00 | 2,000.00 | 40,000.00 | |
| 0500 | CONCRETE-CLASS B | 02555 | CUYD | 106.00 | 106.000 | 61.000 | 61.000 | 150.00 | 9,150.00 | |||
| 0510 | SIGNS | 02562 | SQFT | 608.00 | 608.000 | 397.750 | 397.750 | 6.00 | 2,386.50 | |||
| 0520 | EDGE KEY | 02585 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,956.00 | 1,956.000 | 780.200 | 780.200 | 1.25 | 975.25 | |||
| 0540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 471.00 | 471.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0550 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0560 | DIVERSIONS (BY-PASS DETOURS) STA. 100+100 TO STA. 112+00 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0570 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | EACH | 2.00 | 0.000 | 0.000 | 0.000 | 11,000.00 | 0.00 | |||
| 0580 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0590 | ASPH PAVE MILLING & TEXTURING | 02677 | TON | 50.00 | 50.000 | 56.810 | 56.810 | 100.00 | 5,681.00 | |||
| 0600 | SAFELOADING | 02690 | CUYD | 9.00 | 9.000 | 9.000 | 9.000 | 150.00 | 1,350.00 | |||
| 0610 | TEMPORARY SILT FENCE | 02701 | LF | 4,811.00 | 4,811.000 | 1,699.000 | 1,699.000 | 1.75 | 2,973.25 | |||
| 0620 | SILT TRAP TYPE A TRAP 1 | 02703 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0630 | SILT TRAP TYPE A TRAP 2 | 02703 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 225.00 | 675.00 | |||
| 0640 | SILT TRAP TYPE B | 02704 | EACH | 206.00 | 206.000 | 7.000 | 7.000 | 50.00 | 350.00 | |||
| 0650 | CLEAN SILT TRAP TYPE A TRAP 2 | 02706 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 50.00 | 550.00 | |||
| 0660 | CLEAN SILT TRAP TYPE A TRAP 1 | 02706 | EACH | 4.00 | 4.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 0670 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 618.00 | 618.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0680 | CLEAN TEMPORARY SILT FENCE | 02709 | LF | 9,622.00 | 9,622.000 | 570.000 | 570.000 | 0.50 | 285.00 | |||
| 0690 | SIDEWALK-4 INCH CONCRETE | 02720 | SQYD | 43.00 | 43.000 | 25.330 | 25.330 | 50.00 | 1,266.50 | |||
| 0700 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0710 | EROSION CONTROL BLANKET | 05950 | SQYD | 618.00 | 618.000 | 1,729.777 | 1,729.777 | 2.00 | 3,459.55 | |||
| 0720 | TEMPORARY MULCH | 05952 | SQYD | 10,457.00 | 10,457.000 | 0.000 | 0.000 | 0.30 | 0.00 | |||
| 0730 | TOPDRESSING FERTILIZER | 05966 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0740 | SEEDING AND PROTECTION | 05985 | SQYD | 20,913.00 | 20,913.000 | 74,522.504 | 74,522.504 | 0.45 | 33,535.12 | |||
| 0750 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 14,423.00 | 14,423.000 | 21,981.781 | 21,981.781 | 0.30 | 6,594.53 | |||
| 0760 | SODDING | 05990 | SQYD | 268.00 | 268.000 | -0.222 | 2,366.111 | 2,365.889 | 8.00 | -1.77 | 18,927.11 | |
| 0770 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 22,011.00 | 22,011.000 | 23,862.000 | 23,862.000 | 0.12 | 2,863.44 | |||
| 0780 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 23,860.00 | 23,860.000 | 23,875.000 | 23,875.000 | 0.12 | 2,865.00 | |||
| 0790 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 2,411.00 | 2,411.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
| 0800 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 4,022.00 | 4,022.000 | 0.000 | 0.000 | 1.09 | 0.00 | |||
| 0810 | CONCRETE-CLASS A | 08100 | CUYD | 14.82 | 14.820 | 14.820 | 14.820 | 500.00 | 7,410.00 | |||
| 0820 | STEEL REINFORCEMENT | 08150 | LB | 962.00 | 962.000 | 962.000 | 962.000 | 1.50 | 1,443.00 | |||
| 0830 | TEMPORARY SILT DITCH | 20594ES213 | LF | 5,000.00 | 5,000.000 | 600.000 | 600.000 | 1.00 | 600.00 | |||
| 1460 | DIVERSIONS (BY-PASS DETOURS) STA. 118+50 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 1470 | DIVERSIONS (BY-PASS DETOURS) STA. 147+96.71 TO STA. 152+07.49 | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 8000 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 0.001 | 3,076.370 | 0.000 | 3,076.370 | 1.00 | 3,076.37 | 3,076.37 | |
| 8002 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 7,266.770 | 1,796.940 | 7,266.770 | 9,063.710 | 1.00 | 1,796.94 | 9,063.71 | |
| 8003 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 122,575.030 | 17,755.300 | 80,575.030 | 98,330.330 | 1.00 | 17,755.30 | 98,330.33 | |
| 8004 | FUEL ADJUSTMENT Non Participating | 10020NS | DOLL | 0.00 | 18,772.680 | -777.940 | 18,772.680 | 17,994.740 | 1.00 | -777.94 | 17,994.74 | |
| 8005 | ASPHALT ADJUSTMENT Non Participating | 10030NS | DOLL | 0.00 | 6,634.680 | -1,047.540 | 6,634.680 | 5,587.140 | 1.00 | -1,047.54 | 5,587.14 | |
| 8024 | NON-SPEC MATERIAL - | 10070NS | DOLL | 0.00 | 0.001 | -1,871.160 | 0.000 | -1,871.160 | 1.00 | -1,871.16 | -1,871.16 | |
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0002 BRIDGE | |||||||
| 0840 | MASONRY COATING | 02998 | SQYD | 3,575.00 | 4,485.000 | 4,705.400 | 4,705.400 | 9.00 | 42,348.60 | |||
| 0850 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 96.00 | 96.000 | 96.000 | 96.000 | 75.00 | 7,200.00 | |||
| 0860 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,329.00 | 1,441.500 | 1,273.623 | 1,273.623 | 40.00 | 50,944.92 | |||
| 0870 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 50,000.00 | 50,000.00 | |||
| 0880 | CONCRETE-CLASS A | 08100 | CUYD | 1,623.60 | 1,623.600 | 1,623.600 | 1,623.600 | 260.00 | 422,136.00 | |||
| 0890 | CONCRETE-CLASS AA | 08104 | CUYD | 1,262.50 | 1,262.500 | 1,262.500 | 1,262.500 | 360.00 | 454,500.00 | |||
| 0900 | STEEL REINFORCEMENT | 08150 | LB | 192,857.00 | 192,857.000 | 192,857.012 | 192,857.012 | 0.70 | 134,999.90 | |||
| 0910 | STEEL REINF-EPOXY COATED | 08151 | LB | 366,518.00 | 366,518.000 | 366,518.000 | 366,518.000 | 0.82 | 300,544.76 | |||
| 0920 | PRECAST PC I BEAM TYPE 7 | 08637 | LF | 4,126.00 | 4,126.000 | 4,126.000 | 4,126.000 | 257.00 | 1,060,382.00 | |||
| 8001 | MASS CONCRETE | 10040ES | CUYD | 0.00 | 112.500 | 112.500 | 112.500 | 153.12 | 17,226.00 | |||
| 8006 | CRUSHED STONE BASE | 00003 | TON | 0.00 | 200.000 | 108.800 | 108.800 | 12.00 | 1,305.60 | |||
| 8007 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 0.00 | 250.000 | 46.670 | 46.670 | 37.71 | 1,759.92 | |||
| 8008 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 0.00 | 35.000 | -2,794.988 | 14.080 | -2,780.908 | 41.95 | -117,249.74 | -116,659.09 | |
| 8009 | EDGE KEY | 02585 | LF | 0.00 | 88.000 | 88.000 | 88.000 | 50.00 | 4,400.00 | |||
| 8010 | SIGNS | 02562 | SQFT | 0.00 | 182.000 | 195.750 | 195.750 | 6.00 | 1,174.50 | |||
| 8011 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 0.00 | 200.000 | 0.000 | 0.000 | 0.12 | 0.00 | |||
| 8012 | BARRICADE-TYPE III | 02014 | EACH | 0.00 | 8.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 8013 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 8014 | REMOVE & RESET GUARDRAIL | 02383 | LF | 0.00 | 200.000 | 160.000 | 160.000 | 20.00 | 3,200.00 | |||
| 8015 | STANDARD INTEGRAL CURB | 01830 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 16.00 | 1,600.00 | |||
| 8016 | APPROACH SLAB | 08500 | SQYD | 0.00 | 220.000 | 220.000 | 220.000 | 240.00 | 52,800.00 | |||
| 8017 | FOUNDATION PREPARATION | 08003 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 24,000.00 | 24,000.00 | |||
| 8018 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 225.00 | 22,500.00 | |||
| 8019 | PERFORATED PIPE-4 INCH | 01000 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 8.00 | 800.00 | |||
| 8020 | NON-PERFORATED PIPE-4 INCH | 01010 | LF | 0.00 | 100.000 | 100.000 | 100.000 | 8.00 | 800.00 | |||
| 8021 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 0.00 | 4.000 | 4.000 | 4.000 | 4,500.00 | 18,000.00 | |||
| 8022 | MOBILIZATION | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,607.98 | 7,607.98 | |||
| 8023 | DEMOBILIZATION | 02569 | LS | 0.00 | 1.000 | 1.000 | 0.000 | 1.000 | 2,396.51 | 2,396.51 | 2,396.51 | |
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0003 SEWER | |||||||
| 0930 | SEWER PIPE-8 INCH | 01052 | LF | 1,204.00 | 1,204.000 | 1,155.000 | 1,155.000 | 25.00 | 28,875.00 | |||
| 0940 | STEEL ENCASEMENT PIPE-16 INCH BORE & JACK | 01073 | LF | 200.00 | 200.000 | 105.000 | 105.000 | 232.00 | 24,360.00 | |||
| 0950 | STEEL ENCASEMENT PIPE-16 INCH OPEN CUT | 01073 | LF | 100.00 | 100.000 | 195.000 | 195.000 | 56.45 | 11,007.75 | |||
| 0960 | SANITARY SEWER MANHOLE | 01799 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,300.00 | 11,700.00 | |||
| 0970 | PVC PIPE-8 INCH | 03387 | LF | 676.00 | 676.000 | 675.000 | 675.000 | 24.00 | 16,200.00 | |||
| 0980 | CUT CAP & BLOCK 8" | 03443 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 270.00 | 540.00 | |||
| 0990 | TAPPING SLEEVE & VALVE 8"X8" | 03551 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1000 | BEND & BLOCK 8" | 20054EDR16 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 300.00 | 1,500.00 | |||
| 1010 | TIE-IN TO MANHOLE | 20772ND | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 600.00 | 1,800.00 | |||
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0004 WATER | |||||||
| 1020 | DUCTILE IRON PIPE-16 INCH | 01103 | LF | 2,546.00 | 2,546.000 | 2,589.000 | 2,589.000 | 54.00 | 139,806.00 | |||
| 1030 | FIRE HYDRANT | 02606 | EACH | 2.00 | 2.000 | 3.000 | 3.000 | 2,000.00 | 6,000.00 | |||
| 1040 | COPPER PIPE-3/4 INCH | 03360 | LF | 585.00 | 585.000 | 546.000 | 546.000 | 7.00 | 3,822.00 | |||
| 1050 | COPPER PIPE-1 INCH | 03361 | LF | 155.00 | 155.000 | 290.000 | 290.000 | 8.00 | 2,320.00 | |||
| 1060 | COPPER PIPE-2 INCH | 03363 | LF | 785.00 | 785.000 | 747.000 | 747.000 | 13.00 | 9,711.00 | |||
| 1070 | PVC PIPE-3 INCH | 03382 | LF | 300.00 | 300.000 | 278.000 | 278.000 | 12.00 | 3,336.00 | |||
| 1080 | PVC PIPE-4 INCH | 03383 | LF | 90.00 | 90.000 | 46.000 | 46.000 | 12.00 | 552.00 | |||
| 1090 | PVC PIPE-6 INCH | 03385 | LF | 599.00 | 599.000 | 646.000 | 646.000 | 16.00 | 10,336.00 | |||
| 1100 | REMOVE METER | 03423 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 50.00 | 50.00 | |||
| 1110 | RELOCATE WATER METER | 03431 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 1120 | RELOCATE FIRE HYDRANT | 03433 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 1130 | RECONNECT SERVICE | 03437 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 600.00 | 3,000.00 | |||
| 1140 | CUT CAP & BLOCK | 03443 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 400.00 | 1,200.00 | |||
| 1150 | CUT CAP & BLOCK | 03443 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1160 | CUT CAP & BLOCK | 03443 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1170 | CUT CAP & BLOCK | 03443 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1180 | CUT CAP & BLOCK | 03443 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1190 | GATE VALVE-2 INCH | 03522 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 310.00 | 620.00 | |||
| 1200 | TAPPING SLEEVE & VALVE 16"X16" | 03551 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 13,000.00 | 52,000.00 | |||
| 1210 | TAPPING SLEEVE & VALVE 16"X6" | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,600.00 | 4,600.00 | |||
| 1220 | TAPPING SLEEVE & VALVE 20"X20" | 03551 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 23,550.00 | 47,100.00 | |||
| 1230 | TAPPING SLEEVE & VALVE 4"X4" | 03551 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,350.00 | 2,700.00 | |||
| 1240 | TEE AND BLOCK 16"X4" | 03571 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,300.00 | 2,600.00 | |||
| 1250 | TEE AND BLOCK 2"X2" | 03571 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 1260 | TEE AND BLOCK 6"X4" | 03571 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 1270 | TEE AND BLOCK 6"X6" | 03571 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 300.00 | 900.00 | |||
| 1280 | BEND & BLOCK 16" | 20054EDR16 | EACH | 16.00 | 16.000 | 18.000 | 18.000 | 650.00 | 11,700.00 | |||
| 1290 | BEND & BLOCK 2" | 20054EDR16 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 1300 | BEND & BLOCK 20" | 20054EDR16 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,000.00 | 4,000.00 | |||
| 1310 | BEND & BLOCK 4" | 20054EDR16 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 200.00 | 400.00 | |||
| 1320 | BEND & BLOCK 6" | 20054EDR16 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 220.00 | 1,760.00 | |||
| 1330 | REDUCER | 20056EDR16 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 1340 | CONCRETE CAP | 20097ES601 | LF | 60.00 | 60.000 | 66.000 | 66.000 | 15.00 | 990.00 | |||
| 1350 | DUCTILE IRON PIPE-20" | 20773ED | LF | 615.00 | 615.000 | 566.000 | 566.000 | 69.00 | 39,054.00 | |||
| 1360 | TAPPING SADDLE 8"X2" | 20774ND | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 60.00 | 120.00 | |||
| 1370 | 30" STEEL ENCASEMENT PIPE BORE & JACK | 20775ED | LF | 100.00 | 100.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1380 | 30" STEEL ENCASEMENT PIPE OPEN CUT | 20775ED | LF | 300.00 | 300.000 | 400.000 | 400.000 | 160.00 | 64,000.00 | |||
| 1390 | 14 IN STEEL ENCASEMENT PIPE OPEN CUT | 20776ED | LF | 100.00 | 100.000 | 100.000 | 100.000 | 60.00 | 6,000.00 | |||
| 1400 | 8" STEEL ENCASEMENT PIPE BORE & JACK | 20777ED | LF | 70.00 | 70.000 | 70.000 | 70.000 | 150.00 | 10,500.00 | |||
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0005 LANSCAPING | |||||||
| 1410 | RED OAK | 20005ES724 | EACH | 127.00 | 127.000 | 127.000 | 127.000 | 18.50 | 2,349.50 | |||
| 1420 | GREEN ASH | 20235MS724 | EACH | 129.00 | 129.000 | 129.000 | 129.000 | 18.50 | 2,386.50 | |||
| 1430 | SYCAMORE TREE | 20683NS724 | EACH | 130.00 | 130.000 | 130.000 | 130.000 | 18.50 | 2,405.00 | |||
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0006 DEMOBILIZATION | |||||||
| 1440 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 90,000.00 | 90,000.00 | |||
| 1450 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 72,029.66 | 72,029.66 | 72,029.66 | |
| Project | DE09000620526 | Fed/State Project Number | STP 8334 (004) | Category | 0007 TRAINEES | |||||||
| 1480 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | HOUR | 1,400.00 | 1,400.000 | 682.000 | 682.000 | 1.00 | 682.00 | |||
| SUBTOT | $-21,038.70 |
$5,010,066.34 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0900-1-0I |
STEEL REINFORCEMENT | LB |
39,709.00 | 0002 | $0.350000 | $13,898.15 | ||||||
0910-1-0I |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0002 | $0.410000 | $49.20 | ||||||
1020-1-0I |
DUCTILE IRON PIPE-16 INCH | LF |
1,086.60 | 0002 | $28.830000 | $31,326.67 | ||||||
1140-1-0I |
CUT CAP & BLOCK | EACH |
2.00 | 0002 | $187.700000 | $375.40 | ||||||
1280-1-0I |
BEND & BLOCK | EACH |
6.00 | 0002 | $368.960000 | $2,213.76 | ||||||
0900-1-1I |
STEEL REINFORCEMENT | LB |
34,655.00 | 0003 | $0.350000 | $12,129.25 | ||||||
0910-1-1I |
STEEL REINF-EPOXY COATED | LB |
240.00 | 0003 | $0.410000 | $98.40 | ||||||
0970-1-0I |
8" inch sewer | LF |
624.00 | 0003 | $2.760000 | $1,722.24 | ||||||
1080-1-0I |
PVC PIPE-4 INCH | LF |
100.00 | 0003 | $1.310000 | $131.00 | ||||||
1090-1-0I |
PVC PIPE-6 INCH | LF |
600.00 | 0003 | $2.760000 | $1,656.00 | ||||||
1230-1-0I |
TAPPING SLEEVE & VALVE | EACH |
1.00 | 0003 | $677.620000 | $677.62 | ||||||
1260-1-0I |
TEE AND BLOCK | EACH |
2.00 | 0003 | $86.100000 | $172.20 | ||||||
1270-1-0I |
TEE AND BLOCK | EACH |
1.00 | 0003 | $103.670000 | $103.67 | ||||||
1310-1-0I |
BEND & BLOCK | EACH |
3.00 | 0003 | $44.710000 | $134.13 | ||||||
1320-1-0I |
BEND & BLOCK | EACH |
5.00 | 0003 | $66.120000 | $330.60 | ||||||
0900-1-7I |
STEEL REINFORCEMENT | LB |
39,938.00 | 0004 | $0.350000 | $13,978.30 | ||||||
0900-1-6I |
STEEL REINFORCEMENT | LB |
17,814.00 | 0004 | $0.350000 | $6,234.90 | ||||||
0900-1-5I |
STEEL REINFORCEMENT | LB |
16,841.00 | 0004 | $0.350000 | $5,894.35 | ||||||
0900-1-4I |
STEEL REINFORCEMENT | LB |
12,631.00 | 0004 | $0.350000 | $4,420.85 | ||||||
0900-1-3I |
STEEL REINFORCEMENT | LB |
5,508.00 | 0004 | $0.350000 | $1,927.80 | ||||||
0900-1-2I |
STEEL REINFORCEMENT | LB |
36,154.00 | 0004 | $0.350000 | $12,653.90 | ||||||
0910-1-4I |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0004 | $0.410000 | $49.20 | ||||||
0910-1-3I |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0004 | $0.410000 | $49.20 | ||||||
0910-1-2I |
STEEL REINF-EPOXY COATED | LB |
3,266.00 | 0004 | $0.410000 | $1,339.06 | ||||||
0920-1-1I |
PRECAST PC I BEAM TYPE 7 | LF |
1,397.50 | 0004 | $158.710000 | $221,797.22 | ||||||
0920-1-0I |
PRECAST PC I BEAM TYPE 7 | LF |
2,728.50 | 0004 | $158.710000 | $433,040.23 | ||||||
0930-1-0I |
SEWER PIPE-8 INCH | LF |
585.00 | 0004 | $2.760000 | $1,614.60 | ||||||
0960-1-0I |
SANITARY SEWER MANHOLE | EACH |
6.00 | 0004 | $520.870000 | $3,125.22 | ||||||
1200-1-0I |
TAPPING SLEEVE & VALVE | EACH |
2.00 | 0004 | $8788.680000 | $17,577.36 | ||||||
1280-2-1I |
BEND & BLOCK | EACH |
6.00 | 0004 | $97.070000 | $582.42 | ||||||
0100-1-0I |
ENTRANCE PIPE-15 INCH | LF |
608.00 | 0009 | $8.100000 | $4,924.80 | ||||||
0130-1-0I |
ENTRANCE PIPE-30 INCH | LF |
79.00 | 0009 | $20.250000 | $1,599.75 | ||||||
0170-1-0I |
CULVERT PIPE-24 INCH | LF |
244.00 | 0009 | $14.420000 | $3,518.48 | ||||||
0180-1-0I |
CULVERT PIPE-36 INCH | LF |
62.00 | 0009 | $30.380000 | $1,883.56 | ||||||
0190-1-0I |
CULVERT PIPE-54 INCH | LF |
72.00 | 0009 | $61.360000 | $4,417.92 | ||||||
1020-1-1I |
DUCTILE IRON PIPE-16 INCH | LF |
600.00 | 0009 | $28.830000 | $17,298.00 | ||||||
1350-1-0I |
DUCTILE IRON PIPE-20" | LF |
144.00 | 0009 | $36.720000 | $5,287.68 | ||||||
0910-2-3I |
STEEL REINF-EPOXY COATED | LB |
41,734.00 | 0013 | $0.410000 | $17,110.94 | ||||||
0910-2-2I |
STEEL REINF-EPOXY COATED | LB |
43,688.00 | 0013 | $0.410000 | $17,912.08 | ||||||
0910-2-1I |
STEEL REINF-EPOXY COATED | LB |
43,931.00 | 0013 | $0.410000 | $18,011.71 | ||||||
0910-2-0I |
STEEL REINF-EPOXY COATED | LB |
38,762.00 | 0013 | $0.410000 | $15,892.42 | ||||||
0910-1-9I |
STEEL REINF-EPOXY COATED | LB |
38,821.00 | 0014 | $0.410000 | $15,916.61 | ||||||
0910-1-8I |
STEEL REINF-EPOXY COATED | LB |
41,734.00 | 0014 | $0.410000 | $17,110.94 | ||||||
0910-1-7I |
STEEL REINF-EPOXY COATED | LB |
43,688.00 | 0014 | $0.410000 | $17,912.08 | ||||||
0910-1-6I |
STEEL REINF-EPOXY COATED | LB |
43,931.00 | 0014 | $0.410000 | $18,011.71 | ||||||
0910-1-10I |
STEEL REINF-EPOXY COATED | LB |
38,763.00 | 0014 | $0.410000 | $15,892.83 | ||||||
0910-1-5I |
STEEL REINF-EPOXY COATED | LB |
38,762.00 | 0014 | $0.410000 | $15,892.42 | ||||||
1020-1-0A |
DUCTILE IRON PIPE-16 INCH | LF |
149.00 | 0002 | $28.830000 | $-4,295.67 | ||||||
1280-1-0A |
BEND & BLOCK | EACH |
1.00 | 0002 | $368.960000 | $-368.96 | ||||||
0900-1-0A |
STEEL REINFORCEMENT | LB |
14,019.95 | 0003 | $0.350000 | $-4,906.98 | ||||||
1020-1-0A |
DUCTILE IRON PIPE-16 INCH | LF |
261.00 | 0003 | $28.830000 | $-7,524.63 | ||||||
1280-1-0A |
BEND & BLOCK | EACH |
1.00 | 0003 | $368.960000 | $-368.96 | ||||||
0900-1-1A |
STEEL REINFORCEMENT | LB |
5,478.06 | 0004 | $0.350000 | $-1,917.32 | ||||||
0900-1-0A |
STEEL REINFORCEMENT | LB |
25,689.04 | 0004 | $0.350000 | $-8,991.17 | ||||||
0930-1-0A |
SEWER PIPE-8 INCH | LF |
324.00 | 0004 | $2.760000 | $-894.24 | ||||||
0960-1-0A |
SANITARY SEWER MANHOLE | EACH |
2.00 | 0004 | $520.870000 | $-1,041.74 | ||||||
1020-1-0A |
DUCTILE IRON PIPE-16 INCH | LF |
676.60 | 0004 | $28.830000 | $-19,506.37 | ||||||
1280-2-1A |
BEND & BLOCK | EACH |
5.00 | 0004 | $97.070000 | $-485.35 | ||||||
1280-1-0A |
BEND & BLOCK | EACH |
4.00 | 0004 | $368.960000 | $-1,475.84 | ||||||
0900-1-1A |
STEEL REINFORCEMENT | LB |
22,567.43 | 0005 | $0.350000 | $-7,898.60 | ||||||
1080-1-0A |
PVC PIPE-4 INCH | LF |
23.00 | 0005 | $1.310000 | $-30.13 | ||||||
1090-1-0A |
PVC PIPE-6 INCH | LF |
403.00 | 0005 | $2.760000 | $-1,112.28 | ||||||
1230-1-0A |
TAPPING SLEEVE & VALVE | EACH |
1.00 | 0005 | $677.620000 | $-677.62 | ||||||
1260-1-0A |
TEE AND BLOCK | EACH |
2.00 | 0005 | $86.100000 | $-172.20 | ||||||
1270-1-0A |
TEE AND BLOCK | EACH |
1.00 | 0005 | $103.670000 | $-103.67 | ||||||
1310-1-0A |
BEND & BLOCK | EACH |
1.00 | 0005 | $44.710000 | $-44.71 | ||||||
1320-1-0A |
BEND & BLOCK | EACH |
2.00 | 0005 | $66.120000 | $-132.24 | ||||||
0900-1-2A |
STEEL REINFORCEMENT | LB |
17,090.08 | 0006 | $0.350000 | $-5,981.53 | ||||||
0900-1-1A |
STEEL REINFORCEMENT | LB |
6,609.49 | 0006 | $0.350000 | $-2,313.32 | ||||||
0930-1-0A |
SEWER PIPE-8 INCH | LF |
52.00 | 0006 | $2.760000 | $-143.52 | ||||||
1080-1-0A |
PVC PIPE-4 INCH | LF |
2.00 | 0006 | $1.310000 | $-2.62 | ||||||
1090-1-0A |
PVC PIPE-6 INCH | LF |
157.00 | 0006 | $2.760000 | $-433.32 | ||||||
1320-1-0A |
BEND & BLOCK | EACH |
2.00 | 0006 | $66.120000 | $-132.24 | ||||||
0900-1-5A |
STEEL REINFORCEMENT | LB |
10,413.93 | 0007 | $0.350000 | $-3,644.88 | ||||||
0900-1-4A |
STEEL REINFORCEMENT | LB |
12,631.00 | 0007 | $0.350000 | $-4,420.85 | ||||||
0900-1-3A |
STEEL REINFORCEMENT | LB |
5,508.00 | 0007 | $0.350000 | $-1,927.80 | ||||||
0900-1-2A |
STEEL REINFORCEMENT | LB |
19,063.91 | 0007 | $0.350000 | $-6,672.37 | ||||||
0930-1-0A |
SEWER PIPE-8 INCH | LF |
46.00 | 0007 | $2.760000 | $-126.96 | ||||||
0960-1-0A |
SANITARY SEWER MANHOLE | EACH |
1.00 | 0007 | $520.870000 | $-520.87 | ||||||
1140-1-0A |
CUT CAP & BLOCK | EACH |
2.00 | 0007 | $187.700000 | $-375.40 | ||||||
1200-1-0A |
TAPPING SLEEVE & VALVE | EACH |
2.00 | 0007 | $8788.680000 | $-17,577.36 | ||||||
1280-2-1A |
BEND & BLOCK | EACH |
1.00 | 0007 | $97.070000 | $-97.07 | ||||||
0900-1-7A |
STEEL REINFORCEMENT | LB |
31,039.73 | 0008 | $0.350000 | $-10,863.91 | ||||||
0900-1-6A |
STEEL REINFORCEMENT | LB |
17,814.00 | 0008 | $0.350000 | $-6,234.90 | ||||||
0900-1-5A |
STEEL REINFORCEMENT | LB |
6,427.06 | 0008 | $0.350000 | $-2,249.47 | ||||||
0930-1-0A |
SEWER PIPE-8 INCH | LF |
140.00 | 0008 | $2.760000 | $-386.40 | ||||||
0130-1-0A |
ENTRANCE PIPE-30 INCH | LF |
53.00 | 0009 | $20.250000 | $-1,073.25 | ||||||
0170-1-0A |
CULVERT PIPE-24 INCH | LF |
48.00 | 0009 | $14.420000 | $-692.16 | ||||||
0900-1-7A |
STEEL REINFORCEMENT | LB |
-1,494.72 | 0009 | $0.350000 | $523.15 | ||||||
0930-1-0A |
SEWER PIPE-8 INCH | LF |
23.00 | 0009 | $2.760000 | $-63.48 | ||||||
0960-1-0A |
SANITARY SEWER MANHOLE | EACH |
2.00 | 0009 | $520.870000 | $-1,041.74 | ||||||
1020-1-1A |
DUCTILE IRON PIPE-16 INCH | LF |
224.00 | 0009 | $28.830000 | $-6,457.92 | ||||||
1350-1-0A |
DUCTILE IRON PIPE-20" | LF |
144.00 | 0009 | $36.720000 | $-5,287.68 | ||||||
0100-1-0A |
ENTRANCE PIPE-15 INCH | LF |
50.00 | 0010 | $8.100000 | $-405.00 | ||||||
0130-1-0A |
ENTRANCE PIPE-30 INCH | LF |
26.00 | 0010 | $20.250000 | $-526.50 | ||||||
0920-1-0A |
PRECAST PC I BEAM TYPE 7 | LF |
2,450.50 | 0010 | $158.710000 | $-388,919.17 | ||||||
1020-1-1A |
DUCTILE IRON PIPE-16 INCH | LF |
108.00 | 0010 | $28.830000 | $-3,113.64 | ||||||
0170-1-0A |
CULVERT PIPE-24 INCH | LF |
24.00 | 0011 | $14.420000 | $-346.08 | ||||||
1020-1-1A |
DUCTILE IRON PIPE-16 INCH | LF |
141.00 | 0011 | $28.830000 | $-4,065.03 | ||||||
1090-1-0A |
PVC PIPE-6 INCH | LF |
40.00 | 0011 | $2.760000 | $-110.40 | ||||||
1320-1-0A |
BEND & BLOCK | EACH |
1.00 | 0011 | $66.120000 | $-66.12 | ||||||
0170-1-0A |
CULVERT PIPE-24 INCH | LF |
172.00 | 0012 | $14.420000 | $-2,480.24 | ||||||
0920-1-1A |
PRECAST PC I BEAM TYPE 7 | LF |
1,397.50 | 0012 | $158.710000 | $-221,797.22 | ||||||
0920-1-0A |
PRECAST PC I BEAM TYPE 7 | LF |
277.99 | 0012 | $158.710000 | $-44,121.06 | ||||||
1020-1-1A |
DUCTILE IRON PIPE-16 INCH | LF |
127.00 | 0012 | $28.830000 | $-3,661.41 | ||||||
0960-1-0A |
SANITARY SEWER MANHOLE | EACH |
1.00 | 0015 | $520.870000 | $-520.87 | ||||||
1080-1-0A |
PVC PIPE-4 INCH | LF |
21.00 | 0015 | $1.310000 | $-27.51 | ||||||
1310-1-0A |
BEND & BLOCK | EACH |
1.00 | 0015 | $44.710000 | $-44.71 | ||||||
0100-1-0A |
ENTRANCE PIPE-15 INCH | LF |
131.00 | 0016 | $8.100000 | $-1,061.10 | ||||||
0190-1-0A |
CULVERT PIPE-54 INCH | LF |
55.00 | 0016 | $61.360000 | $-3,374.80 | ||||||
0910-1-9A |
STEEL REINF-EPOXY COATED | LB |
4,586.37 | 0016 | $0.410000 | $-1,880.41 | ||||||
0910-1-8A |
STEEL REINF-EPOXY COATED | LB |
41,734.00 | 0016 | $0.410000 | $-17,110.94 | ||||||
0910-1-7A |
STEEL REINF-EPOXY COATED | LB |
43,688.00 | 0016 | $0.410000 | $-17,912.08 | ||||||
0910-1-6A |
STEEL REINF-EPOXY COATED | LB |
43,931.00 | 0016 | $0.410000 | $-18,011.71 | ||||||
0910-1-5A |
STEEL REINF-EPOXY COATED | LB |
38,762.00 | 0016 | $0.410000 | $-15,892.42 | ||||||
0910-1-4A |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0016 | $0.410000 | $-49.20 | ||||||
0910-1-3A |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0016 | $0.410000 | $-49.20 | ||||||
0910-1-2A |
STEEL REINF-EPOXY COATED | LB |
3,266.00 | 0016 | $0.410000 | $-1,339.06 | ||||||
0910-1-1A |
STEEL REINF-EPOXY COATED | LB |
240.00 | 0016 | $0.410000 | $-98.40 | ||||||
0910-1-0A |
STEEL REINF-EPOXY COATED | LB |
120.00 | 0016 | $0.410000 | $-49.20 | ||||||
0910-1-9A |
STEEL REINF-EPOXY COATED | LB |
34,234.63 | 0017 | $0.410000 | $-14,036.20 | ||||||
0910-1-10A |
STEEL REINF-EPOXY COATED | LB |
38,763.00 | 0017 | $0.410000 | $-15,892.83 | ||||||
0100-1-0A |
ENTRANCE PIPE-15 INCH | LF |
176.00 | 0018 | $8.100000 | $-1,425.60 | ||||||
0100-1-0A |
ENTRANCE PIPE-15 INCH | LF |
70.00 | 0019 | $8.100000 | $-567.00 | ||||||
0970-1-0A |
8" inch sewer | LF |
624.00 | 0021 | $2.760000 | $-1,722.24 | ||||||
0100-1-0A |
ENTRANCE PIPE-15 INCH | LF |
181.00 | 0024 | $8.100000 | $-1,466.10 | ||||||
0910-20C |
STEEL REINF-EPOXY COATED | LB |
0.00 | 0014 | $0.410000 | $-15,892.42 | ||||||
0910-21C |
STEEL REINF-EPOXY COATED | LB |
0.00 | 0014 | $0.410000 | $-18,011.71 | ||||||
0910-22C |
STEEL REINF-EPOXY COATED | LB |
0.00 | 0014 | $0.410000 | $-17,912.08 | ||||||
0910-23C |
STEEL REINF-EPOXY COATED | LB |
0.00 | 0014 | $0.410000 | $-17,110.94 | ||||||
0900-17C |
STEEL REINFORCEMENT | LB |
0.00 | 0023 | $0.350000 | $-3,637.54 | ||||||
1080-10C |
PVC PIPE-4 INCH | LF |
0.00 | 0023 | $1.310000 | $-70.74 | ||||||
1310-10C |
BEND & BLOCK | EACH |
0.00 | 0023 | $44.710000 | $-44.71 | ||||||
0180-10C |
CULVERT PIPE-36 INCH | LF |
0.00 | 0030 | $30.380000 | $-1,883.56 | ||||||
0190-10C |
CULVERT PIPE-54 INCH | LF |
0.00 | 0030 | $61.360000 | $-1,043.12 | ||||||
| SUBTOT | $0.01 |
|||||||||||