|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 020515 | Estimate Number | 0013 | Estimate Type FINAL | |||
| District Office | COVINGTON (06380) Young, Brian C. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 1 VC Code VC0000095238 | |||||
| 3570 FEELEY RD | |||||||
| BURLINGTON , KY , 41005 | |||||||
| Pay Period | 03/21/2009 TO 06/30/2010 | ||||||
| Date Approved | 07/29/2010 | ||||||
| Primary Proj Number | X008004205001 | ||||||
| Project No. | STPR 5138 (49) | ||||||
| Primary County | BOONE | ||||||
| Name of Road | UNION-FLORENCE ROAD (US42) | ||||||
| Description | The Union-Florence Road (US 42) Reconstruct US 42 at Union | ||||||
| Date Let | 07/26/2002 | Formal Acceptance | 01/17/2006 | ||||
| Date Awarded | 09/13/2002 | Date Work Began | 10/02/2002 | ||||
| Date Contract Executed | 09/23/2002 | Open To Traffic | 06/20/2005 | ||||
| Date NTP Issued | 09/23/2002 | Actual Completion Date | 06/20/2005 | ||||
| Current Contract Amount | $9,857,328.11 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,236,242.17 |
Total Earnings | $9,854,570.90 |
$9,821,426.50 |
$33,144.40 |
|
| Percent Complete | 99.92 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $7,885.27 |
Gross Earnings | $9,854,570.90 |
$9,821,426.50 |
$33,144.40 |
|
| Total Change Orders | $621,085.94 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $9,849,442.84 |
$9,816,298.44 |
$33,144.40 |
|||
| Contract Id | 020515 | Change Order Summary |
County | BOONE | ||||||
| Estimate Nbr | 0013 | Project Number | STPR 5138 (49) | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 03/21/2009 TO 06/30/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Placing anti-seep collars on pipe | Approved | 02/16/2005 | $17,300.00 | 1.0 | |||||
| 002 | Sanitary Sewer tie-in and guardrail end teatments | Approved | 02/16/2005 | $2,926.00 | 1.0 | |||||
| 003 | Temp Seeding overrun & other safety modifications | Approved | 02/17/2005 | $39,088.19 | 1.0 | |||||
| 004 | Overrun items and Dura Therm Crosswalks | Approved | 02/17/2005 | $159,466.60 | 4.0 | |||||
| 005 | Overrun items and claim reimbursement | Approved | 03/04/2005 | $367,795.68 | 0.0 | |||||
| 006 | Additional funds for Fuel and Lot Pay Adjustments | Approved | 01/20/2006 | $23,317.96 | 0.0 | |||||
| 007 | ADDITIONAL FUNDS FOR STEEL PRICE ADJUSTMENT FOR GUARDRAIL | Approved | 03/01/2006 | $3,370.70 | 0.0 | |||||
| 008 | Lowering Waterline | Approved | 03/19/2008 | $7,820.81 | 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 |
||
| X008004205001 | 0018 | PAVE STRIPING-PERM PAINT-100MM | NON-SPEC MATERIAL DEDUCTION | 0001 | 0.00 |
$0.00 |
$-1,062.10 |
||
| X008004205001 | 0114 | CL1 ASPH SURF 9.50D PG64-22 | HMA THICKNESS DEDUCTION | 0008 | 0.00 |
$0.00 |
$-4,065.96 |
||
| Contract Id | 020515 | COMMONWEALTH OF KENTUCKY |
County | BOONE | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X008004205001 | |||||||
| Estimate Nbr | 0013 | Period | 03/21/2009 TO 06/30/2010 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | 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 | |
| 0001 | GRANULAR EMBANKMENT | 02223M | CU M | 126.00 | 126.000 | 183.380 | 183.380 | 49.40 | 9,058.97 | |||
| 0002 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 69.00 | 106.220 | 104.210 | 104.210 | 70.00 | 7,294.70 | |||
| 0003 | CONCRETE-CLASS A | 08100M | CU M | 290.20 | 290.200 | 290.200 | 290.200 | 390.00 | 113,178.00 | |||
| 0004 | STEEL REINFORCEMENT | 08150M | KG | 17,810.00 | 17,810.000 | 17,810.000 | 17,810.000 | 1.32 | 23,509.20 | |||
| 0005 | FOUNDATION PREPARATION (STA. 11+237.500) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 0006 | FOUNDATION PREPARATION (STA. 5+054.720) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 14,000.00 | 14,000.00 | |||
| 0007 | ROADWAY EXCAVATION | 02200M | CU M | 398,954.00 | 427,591.000 | 427,591.000 | 427,591.000 | 2.35 | 1,004,838.85 | |||
| 0008 | GRANULAR EMBANKMENT | 02223M | CU M | 370.00 | 370.000 | 370.000 | 370.000 | 27.00 | 9,990.00 | |||
| 0009 | WATER | 02242M | CU M | 4,700.00 | 4,700.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0010 | CONCRETE-CLASS A | 08100M | CU M | 75.38 | 75.380 | 77.580 | 77.580 | 700.00 | 54,306.00 | |||
| 0011 | STEEL REINFORCEMENT | 08150M | KG | 2,892.20 | 2,892.200 | 2,922.000 | 2,922.000 | 2.00 | 5,844.00 | |||
| 0012 | SAFELOADING | 02690M | CU M | 3.80 | 3.800 | 3.200 | 3.200 | 100.00 | 320.00 | |||
| 0013 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 361.95 | 361.950 | 415.320 | 415.320 | 41.60 | 17,277.31 | |||
| 0014 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 380.00 | 1,520.00 | |||
| 0015 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 405.00 | 0.00 | |||
| 0016 | TEMPORARY GUARDRAIL | 02397M | M | 1,181.10 | 1,181.100 | 1,254.880 | 1,254.880 | 26.25 | 32,940.60 | |||
| 0017 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 15,002.00 | 28,703.000 | 27,010.000 | 27,010.000 | 0.39 | 10,533.90 | |||
| 0018 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 14,289.00 | 14,289.000 | 9,051.260 | 9,051.260 | 0.40 | 3,620.50 | |||
| 0019 | PAVE STRIPING-PERM PAINT-150MM | 06515M | M | 11,897.00 | 11,897.000 | 18,379.700 | 18,379.700 | 0.45 | 8,270.86 | |||
| 0020 | PAVE STRIPING-TEMP PAINT-150MM | 06511M | M | 441.00 | 441.000 | 505.100 | 505.100 | 0.46 | 232.34 | |||
| 0021 | PAVE STRIPING-TEMP PAINT-300MM | 06513M | M | 79.00 | 79.000 | 99.400 | 99.400 | 1.02 | 101.38 | |||
| 0022 | PAVE MARKING-BICYCLE SYMBOL | 09400 | EACH | 32.00 | 32.000 | 32.000 | 32.000 | 100.00 | 3,200.00 | |||
| 0023 | PAVE MARKING-THERMO X-WALK-150 MM | 06565M | M | 516.00 | 516.000 | 859.840 | 859.840 | 7.93 | 6,818.53 | |||
| 0024 | PAVE MARKING-THERMO STOP BAR-300 | 06567M | M | 89.00 | 89.000 | 123.750 | 123.750 | 14.58 | 1,804.27 | |||
| 0025 | PAVE MARKING-PRE THERM STR ARROW | 06573 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 60.00 | 1,680.00 | |||
| 0026 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 45.00 | 45.000 | 37.000 | 37.000 | 65.00 | 2,405.00 | |||
| 0027 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 83.00 | 166.00 | |||
| 0028 | PAVE MARKING-PREF THERMO ONLY | 06576 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 75.00 | 150.00 | |||
| 0029 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 215.00 | 215.000 | 116.000 | 116.000 | 4.10 | 475.60 | |||
| 0030 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 672.00 | 672.000 | 560.000 | 560.000 | 14.97 | 8,383.20 | |||
| 0031 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 407.00 | 407.000 | 431.000 | 431.000 | 14.97 | 6,452.07 | |||
| 0032 | FLASHING ARROW | 02775 | EACH | 1.00 | 1.000 | 3.000 | 3.000 | 1,000.00 | 3,000.00 | |||
| 0033 | SIGNS | 02562M | SQ M | 89.30 | 89.300 | 92.670 | 92.670 | 100.00 | 9,267.00 | |||
| 0034 | LANE CLOSURE | 02653 | EACH | 1.00 | 6.000 | 6.000 | 6.000 | 7,000.00 | 42,000.00 | |||
| 0035 | REMOVE PAVEMENT | 02091M | SQ M | 1,902.00 | 1,902.000 | 1,902.000 | 1,902.000 | 5.00 | 9,510.00 | |||
| 0036 | CULVERT PIPE-450 MM | 00462M | M | 36.70 | 36.700 | 36.700 | 36.700 | 103.84 | 3,810.92 | |||
| 0037 | CULVERT PIPE-600 MM | 00464M | M | 82.00 | 82.000 | 82.000 | 82.000 | 123.24 | 10,105.68 | |||
| 0038 | CULVERT PIPE-900 MM | 00468M | M | 411.10 | 411.100 | 411.100 | 411.100 | 168.98 | 69,467.67 | |||
| 0039 | CULVERT PIPE-1050 MM | 00469M | M | 194.00 | 194.000 | 194.000 | 194.000 | 190.51 | 36,958.94 | |||
| 0040 | CULVERT PIPE-1350 MM | 00471M | M | 165.90 | 165.900 | 165.900 | 165.900 | 237.82 | 39,454.33 | |||
| 0041 | CULVERT PIPE-2250 MM | 00477M | M | 47.00 | 47.000 | 47.000 | 47.000 | 600.37 | 28,217.39 | |||
| 0042 | STORM SEWER PIPE-375 MM | 00521M | M | 129.00 | 129.000 | 178.200 | 178.200 | 91.00 | 16,216.20 | |||
| 0043 | STORM SEWER PIPE-450 MM | 00522M | M | 1,650.80 | 1,650.800 | 1,670.390 | 1,670.390 | 95.00 | 158,687.05 | |||
| 0044 | STORM SEWER PIPE-600 MM | 00524M | M | 428.20 | 428.200 | 441.300 | 441.300 | 103.00 | 45,453.90 | |||
| 0045 | STORM SEWER PIPE-750 MM | 00526M | M | 503.20 | 503.200 | 505.200 | 505.200 | 136.00 | 68,707.20 | |||
| 0046 | STORM SEWER PIPE-900 MM | 00528M | M | 104.50 | 104.500 | 106.500 | 106.500 | 148.00 | 15,762.00 | |||
| 0047 | STORM SEWER PIPE-1200 MM | 00530M | M | 52.00 | 52.000 | 52.000 | 52.000 | 185.00 | 9,620.00 | |||
| 0048 | STORM SEWER PIPE-1350 MM | 00531M | M | 143.20 | 143.200 | 143.200 | 143.200 | 207.00 | 29,642.40 | |||
| 0049 | STORM SEWER PIPE-1500 MM | 00532M | M | 75.20 | 75.200 | 75.200 | 75.200 | 293.00 | 22,033.60 | |||
| 0050 | DUCTILE IRON PIPE-200 MM | 01095M | M | 13.20 | 13.200 | 13.200 | 13.200 | 30.00 | 396.00 | |||
| 0051 | ENTRANCE PIPE-375 MM | 00440M | M | 119.30 | 119.300 | 80.300 | 80.300 | 80.00 | 6,424.00 | |||
| 0052 | ENTRANCE PIPE-450 MM | 00441M | M | 62.50 | 62.500 | 29.000 | 29.000 | 90.00 | 2,610.00 | |||
| 0053 | PERFORATED PIPE-100 MM | 01000M | M | 10,276.80 | 10,276.800 | 10,005.810 | 10,005.810 | 13.75 | 137,579.88 | |||
| 0054 | NON-PERFORATED PIPE-100 MM | 01010M | M | 273.80 | 273.800 | 354.600 | 354.600 | 32.00 | 11,347.20 | |||
| 0055 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0056 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0057 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0058 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | EACH | 3.00 | 3.000 | 11.000 | 11.000 | 525.00 | 5,775.00 | |||
| 0059 | CURB BOX INLET TYPE A | 01456 | EACH | 65.00 | 65.000 | 65.000 | 65.000 | 2,700.00 | 175,500.00 | |||
| 0060 | DROP BOX INLET TYPE 4 | 01499 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0061 | DROP BOX INLET TYPE 3 | 01496 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 0062 | DROP BOX INLET TYPE 7 | 01538 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 3,185.00 | 9,555.00 | |||
| 0063 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0064 | S & F BOX INLET-OUTLET-18 INCH 450 MM | 01450 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,872.00 | 14,976.00 | |||
| 0065 | S & F BOX INLET-OUTLET-24 INCH 600 MM | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,100.00 | 4,200.00 | |||
| 0066 | METAL END SECTION TY 3-15 INCH 375 MM | 01390 | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 450.00 | 6,300.00 | |||
| 0067 | METAL END SECTION TY 3-18 INCH 450 MM | 01391 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0068 | METAL END SECTION TY 3-24 INCH 600 MM | 01393 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 600.00 | 600.00 | |||
| 0069 | METAL END SECTION TY 3-30 INCH 750 MM | 01394 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,200.00 | 1,200.00 | |||
| 0070 | METAL END SECTION TY 3-60 INCH 1500 MM | 01399 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 0071 | JUNCTION BOX-SPECIAL | 01653 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0072 | JUNCTION BOX-18 INCH 450 MM | 01642 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 950.00 | 4,750.00 | |||
| 0073 | JUNCTION BOX-24 INCH 1250 MM | 01643 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,250.00 | 2,500.00 | |||
| 0074 | JUNCTION BOX-30 INCH 750 MM | 01644 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 0075 | JUNCTION BOX-36 INCH 900 MM | 01645 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,600.00 | 1,600.00 | |||
| 0076 | ADJUST MANHOLE | 01792 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0077 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,600.00 | 2,600.00 | |||
| 0078 | MANHOLE TYPE C | 01767 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,000.00 | 15,000.00 | |||
| 0079 | MANHOLE TYPE C MODIFIED | 01768 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,000.00 | 16,000.00 | |||
| 0080 | SEEDING AND PROTECTION | 05985M | SQ M | 312,400.00 | 312,400.000 | 211,333.500 | 211,333.500 | 0.34 | 71,853.39 | |||
| 0081 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 31,240.00 | 296,171.500 | 296,171.500 | 296,171.500 | 0.40 | 118,468.60 | |||
| 0082 | SODDING | 05990M | SQ M | 11,467.00 | 11,467.000 | 11,689.150 | 11,689.150 | 3.45 | 40,327.56 | |||
| 0083 | TOPDRESSING FERTILIZER | 05966M | MTON | 18.60 | 18.600 | 18.700 | 18.700 | 550.00 | 10,285.00 | |||
| 0084 | EROSION CONTROL BLANKET | 05950M | SQ M | 7,698.00 | 7,698.000 | 6,666.980 | 6,666.980 | 1.60 | 10,667.16 | |||
| 0085 | SILT TRAP TYPE B | 02704 | EACH | 79.00 | 79.000 | 29.000 | 29.000 | 300.00 | 8,700.00 | |||
| 0086 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 79.00 | 79.000 | 30.000 | 30.000 | 30.00 | 900.00 | |||
| 0087 | SILT CHECK | 02705 | EACH | 165.00 | 165.000 | 83.000 | 83.000 | 50.00 | 4,150.00 | |||
| 0088 | CLEAN SILT CHECK | 02708 | EACH | 165.00 | 165.000 | 1.000 | 1.000 | 20.00 | 20.00 | |||
| 0089 | TEMPORARY SILT FENCE | 02701M | M | 648.00 | 2,210.000 | 2,210.000 | 2,210.000 | 6.50 | 14,365.00 | |||
| 0090 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 648.00 | 648.000 | 210.000 | 210.000 | 3.00 | 630.00 | |||
| 0091 | CHANNEL LINING CLASS II | 02483M | MTON | 6,262.00 | 6,262.000 | 7,067.690 | 7,067.690 | 18.47 | 130,540.23 | |||
| 0092 | CHANNEL LINING CLASS III | 02484M | MTON | 3,211.00 | 3,211.000 | 2,335.430 | 2,335.430 | 18.47 | 43,135.39 | |||
| 0093 | FABRIC-GEOTEXTILE TYPE I | 02596M | SQ M | 3,065.00 | 15,045.400 | 15,045.400 | 15,045.400 | 1.25 | 18,806.75 | |||
| 0094 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 9,800.00 | 18,118.020 | 18,417.050 | 18,417.050 | 2.20 | 40,517.51 | |||
| 0095 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 12.00 | 12.000 | 13.000 | 13.000 | 70.00 | 910.00 | |||
| 0096 | R/W MARKER MUNICIPAL TYPE 2 | 02438 | EACH | 110.00 | 110.000 | 114.000 | 114.000 | 70.00 | 7,980.00 | |||
| 0097 | STANDARD CURB AND GUTTER | 01810M | M | 10,525.00 | 10,525.000 | 9,799.820 | 9,799.820 | 32.80 | 321,434.09 | |||
| 0098 | SIDEWALK-100 MM CONCRETE | 02720M | SQ M | 18,669.00 | 18,669.000 | 16,808.690 | 16,808.690 | 28.70 | 482,409.40 | |||
| 0099 | CEM CONC ENT PAVEMENT-200 MM | 02101M | SQ M | 348.00 | 740.620 | 740.620 | 740.620 | 50.00 | 37,031.00 | |||
| 0100 | 100MM PCC PAVEMENT/24 | 09399M | SQ M | 1,167.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0101 | ASPH PAVE MILLING & TEXTURING | 02677M | MTON | 20.80 | 100.940 | 105.210 | 105.210 | 200.00 | 21,042.00 | |||
| 0102 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 2,519.00 | 6,213.800 | 6,421.170 | 6,421.170 | 16.00 | 102,738.72 | |||
| 0103 | D G A BASE | 00001M | MTON | 36,498.00 | 36,498.000 | 45,684.220 | 45,684.220 | 11.50 | 525,368.53 | |||
| 0104 | TRAFFIC BOUND BASE | 00020M | MTON | 1,920.00 | 1,920.000 | 1,613.070 | 1,613.070 | 16.00 | 25,809.12 | |||
| 0105 | ASPHALT CURING SEAL | 00358M | MTON | 221.00 | 221.000 | 248.130 | 248.130 | 270.00 | 66,995.10 | |||
| 0106 | EMULSIFIED ASPHALT RS-2 | 00291M | MTON | 2.00 | 2.000 | 1.740 | 1.740 | 585.00 | 1,017.90 | |||
| 0107 | ASPHALT SEAL AGGREGATE | 00100M | MTON | 17.00 | 17.000 | 9.810 | 9.810 | 375.00 | 3,678.75 | |||
| 0108 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 24,719.00 | 24,719.000 | 19,791.530 | 19,791.530 | 26.25 | 519,527.66 | |||
| 0109 | LIME STABILIZED ROADBED | 00013M | SQ M | 109,895.00 | 109,895.000 | 101,338.000 | 101,338.000 | 1.80 | 182,408.40 | |||
| 0110 | LIME | 00014M | MTON | 2,206.00 | 2,206.000 | 1,790.830 | 1,790.830 | 87.00 | 155,802.21 | |||
| 0111 | SAND FOR BLOTTER | 02702M | MTON | 297.00 | 297.000 | 422.830 | 422.830 | 30.00 | 12,684.90 | |||
| 0112 | CL2 ASPH BASE 19.0D PG64-22 | 00221M | MTON | 66,566.00 | 66,566.000 | 71,512.280 | 71,512.280 | 31.00 | 2,216,880.68 | |||
| 0113 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 3,351.00 | 3,351.000 | 3,468.100 | 3,468.100 | 38.75 | 134,388.87 | |||
| 0114 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 1,017.00 | 1,017.000 | 1,549.140 | 1,549.140 | 68.00 | 105,341.52 | |||
| 0115 | CL2 ASPH SURF 9.50C PG64-22 | 00304M | MTON | 7,131.00 | 7,131.000 | 8,332.330 | 8,332.330 | 37.25 | 310,379.29 | |||
| 0116 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 70,000.00 | 70,000.00 | |||
| 0117 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 91,500.00 | 91,500.00 | |||
| 0118 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 0119 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0120 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 25,000.00 | 25,000.00 | |||
| 0121 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0122 | GAS & UTILITY COORDINATION | 09405 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 20,000.00 | 20,000.00 | |||
| 8000 | EW~ Anti-Seep Collar- 900mm | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 8001 | EW~ Anti-Seep Collar- 1350mm | 10094NX | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,800.00 | 3,800.00 | |||
| 8002 | CRUSHED AGGREGATE SIZE NO 57 | 00071M | MTON | 0.00 | 500.000 | 598.170 | 598.170 | 22.00 | 13,159.74 | |||
| 8004 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 0.00 | 4.000 | 21.000 | 21.000 | 605.00 | 12,705.00 | |||
| 8005 | STANDARD BARRIER MEDIAN TYPE 5 | 01923M | SQ M | 0.00 | 115.800 | 115.800 | 115.800 | 146.43 | 16,956.59 | |||
| 8006 | REMOVE CURB AND GUTTER | 01812M | M | 0.00 | 80.000 | 98.280 | 98.280 | 33.97 | 3,338.57 | |||
| 8007 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 0.00 | 2,050.000 | 1,562.100 | 1,562.100 | 4.82 | 7,529.32 | |||
| 8008 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 0.00 | 1,597.000 | 2,072.000 | 2,072.000 | 4.82 | 9,987.04 | |||
| 8009 | PAVE STRIPING-TEMP REM TAPE-B | 06549M | M | 0.00 | 300.000 | 540.400 | 540.400 | 8.50 | 4,593.40 | |||
| 8010 | EW~ Crosswalk Dura Therm | 10096MX | SQ M | 0.00 | 955.000 | 831.220 | 831.220 | 129.80 | 107,892.35 | |||
| 8011 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 52,621.420 | 53,890.330 | 53,890.330 | 1.00 | 53,890.33 | |||
| 8012 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 28,793.520 | 28,793.520 | 28,793.520 | 1.00 | 28,793.52 | |||
| 8013 | EW~ Waterline Claim Reimbursement | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 55,609.18 | 55,609.18 | |||
| 8014 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 1,833.15 | 3,666.30 | |||
| 8015 | SIGNAL PEDESTAL | 04882 | EACH | 0.00 | 1.000 | 2.000 | 2.000 | 671.00 | 1,342.00 | |||
| 8016 | EW~ Relocate ped signal/detector | 10090NX | LS | 0.00 | 1.000 | 2.000 | 2.000 | 143.00 | 286.00 | |||
| 8017 | STEEL PRICE ADJUSTMENT FOR GUARDRAIL | 10100NS | DOLL | 0.00 | 3,370.700 | 4,345.790 | 4,345.790 | 1.00 | 4,345.79 | |||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | Category | 0003 WATERLINE | |||||||
| 0123 | DUCTILE IRON PIPE-150 MM | 01093M | M | 80.00 | 80.000 | 119.360 | 119.360 | 80.00 | 9,548.80 | |||
| 0124 | DUCTILE IRON PIPE-200 MM | 01095M | M | 1,282.00 | 1,282.000 | 1,262.970 | 1,262.970 | 68.99 | 87,132.30 | |||
| 0125 | DUCTILE IRON PIPE-300 MM | 01099M | M | 1,515.00 | 1,515.000 | 1,580.520 | 1,580.520 | 88.47 | 139,828.60 | |||
| 0126 | DUCTILE IRON PIPE-400 MM | 01103M | M | 20.00 | 20.000 | 3.400 | 3.400 | 300.00 | 1,020.00 | |||
| 0127 | ANCHOR TEE & BLOCK (200 X 200 X 150 MM) | 09037 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 250.00 | 2,000.00 | |||
| 0128 | TEE & BLOCK (200 X 200 X 200 MM) | 09038 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0129 | ANCHOR TEE & BLOCK (300 X 300 X 150 MM) | 09037 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 275.00 | 2,475.00 | |||
| 0130 | ANCHOR TEE & BLOCK (300 X 300 X 200 MM) | 09037 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 400.00 | 400.00 | |||
| 0131 | ANCHOR TEE & BLOCK (300 X 300 X 300 MM) | 09037 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0132 | ANCHOR TEE & BLOCK (400 X 400 X 300 MM) | 09037 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0133 | GATE VALVE-6 INCH | 03526 | EACH | 16.00 | 16.000 | 17.000 | 17.000 | 450.00 | 7,650.00 | |||
| 0134 | GATE VALVE-8 INCH | 03528 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 600.00 | 3,600.00 | |||
| 0135 | GATE VALVE-12 INCH | 03532 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,200.00 | 10,800.00 | |||
| 0136 | BUTTERFLY VALVE | 09392 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,800.00 | 1,800.00 | |||
| 0137 | BEND & BLOCK (150 MM) | 09040 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 200.00 | 1,000.00 | |||
| 0138 | BEND & BLOCK (200 MM) | 09040 | EACH | 20.00 | 20.000 | 13.000 | 13.000 | 150.00 | 1,950.00 | |||
| 0139 | BEND & BLOCK (300 MM) | 09040 | EACH | 10.00 | 10.000 | 12.000 | 12.000 | 250.00 | 3,000.00 | |||
| 0140 | REDUCER (300 MM X 150 MM) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0141 | REDUCER (300 MM X 200 MM) | 09041 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 250.00 | 500.00 | |||
| 0142 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 0143 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 2,500.00 | 7,500.00 | |||
| 0144 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0145 | TIE-IN TO EXISTING WATER LINE | 03460 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 0146 | RELOCATE FIRE HYDRANT | 03433 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 600.00 | 4,200.00 | |||
| 0147 | FIRE HYDRANT | 02606 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 1,800.00 | 18,000.00 | |||
| 0148 | RELOCATE WATER METER | 03431 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 300.00 | 2,100.00 | |||
| 0149 | RECONNECT TO MAIN | 03438 | EACH | 12.00 | 12.000 | 16.000 | 16.000 | 400.00 | 6,400.00 | |||
| 0150 | RECONNECT SERVICE | 03437 | EACH | 12.00 | 12.000 | 11.000 | 11.000 | 700.00 | 7,700.00 | |||
| 0151 | COPPER PIPE-19 MM | 03360M | M | 175.00 | 175.000 | 225.130 | 225.130 | 30.00 | 6,753.90 | |||
| 0152 | COPPER PIPE-25 MM | 03361M | M | 61.00 | 61.000 | 55.130 | 55.130 | 45.00 | 2,480.85 | |||
| 0153 | COPPER PIPE-50 MM | 03363M | M | 10.00 | 10.000 | 8.570 | 8.570 | 75.00 | 642.75 | |||
| 0154 | DI CROSS (300 MM X 200MM) | 09393 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0155 | DI CROSS (300 MM X 200MM) | 09393 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 550.00 | 550.00 | |||
| 0156 | ADJUST WATER METER | 03427 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 200.00 | 0.00 | |||
| 0157 | PLUG & BLOCK (300 MM) | 09394 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 350.00 | 700.00 | |||
| 0158 | PLUG & BLOCK (200 MM) | 09394 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0159 | ADJUST WATER VALVE | 03425 | EACH | 12.00 | 12.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0160 | ADJUST FIRE HYDRANT (TO GRADE) | 03426 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0161 | AIR RELEASE VALVE | 03495 | EACH | 8.00 | 8.000 | 1.000 | 1.000 | 1,400.00 | 1,400.00 | |||
| 8018 | EW~ lowering waterline | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,820.81 | 7,820.81 | |||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | Category | 0005 SEWER | |||||||
| 0162 | PVC PIPE-200 MM | 03387M | M | 52.00 | 52.000 | 54.700 | 54.700 | 130.00 | 7,111.00 | |||
| 0163 | DUCTILE IRON PIPE-200 MM | 01095M | M | 145.00 | 145.000 | 145.000 | 145.000 | 195.00 | 28,275.00 | |||
| 0164 | PVC PIPE-250 MM | 03389M | M | 44.00 | 44.000 | 44.000 | 44.000 | 165.00 | 7,260.00 | |||
| 0165 | PVC PIPE-150 MM (SDR 14) | 03385M | M | 75.00 | 75.000 | 99.180 | 99.180 | 120.00 | 11,901.60 | |||
| 0166 | BEND 90 DEG 6 INCH (W / FLEXIBLE LINER) | 03560 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0167 | CASING SPACERS | 09395 | EACH | 28.00 | 28.000 | 28.000 | 28.000 | 200.00 | 5,600.00 | |||
| 0168 | STEEL ENCASEMENT PIPE-300 MM | 01069M | M | 39.00 | 39.000 | 39.000 | 39.000 | 160.00 | 6,240.00 | |||
| 0169 | SANITARY SEWER MANHOLE | 01799 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,200.00 | 11,000.00 | |||
| 0170 | TAP MANHOLE | 09074 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0171 | RECONSTRUCT MANHOLE | 01789 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0172 | ABANDON MANHOLE | 09396 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0173 | REMOVE MANHOLE | 01787 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 0174 | CONCRETE ENCASEMENT | 09042M | M | 10.00 | 10.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0175 | PLUG PIPE (6") | 01314 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 150.00 | 300.00 | |||
| 0176 | PLUG PIPE (8") | 01314 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 150.00 | 600.00 | |||
| 8003 | TIE-IN TO SEWER | 09825 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 506.00 | 506.00 | |||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | Category | 0007 GASOLINE | |||||||
| 0177 | GAS MAIN-150 MM | 09060M | M | 1,050.00 | 1,050.000 | 1,046.340 | 1,046.340 | 136.00 | 142,302.24 | |||
| 0178 | LOWER GAS MAIN | 09398M | M | 120.00 | 120.000 | 0.000 | 0.000 | 136.00 | 0.00 | |||
| 0179 | AUTHORIZED TEST FUSION | 09061N02 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0180 | LONG SIDE SERVICE | 09062 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 600.00 | 1,200.00 | |||
| 0181 | SHORT SIDE SERVICE | 09063 | EACH | 8.00 | 8.000 | 2.000 | 2.000 | 400.00 | 800.00 | |||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | Category | 0009 SIGNALIZATION | |||||||
| 0182 | MESSENGER-48.0 KN | 04885M | M | 239.00 | 239.000 | 312.800 | 312.800 | 10.65 | 3,331.32 | |||
| 0183 | JUNCTION BOX TYPE B | 04811 | EACH | 16.00 | 16.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 0184 | TRENCHING AND BACKFILLING | 04820M | M | 546.00 | 546.000 | 262.100 | 262.100 | 4.95 | 1,297.39 | |||
| 0185 | LOOP SAW SLOT AND FILL | 04895M | M | 492.00 | 492.000 | 496.910 | 496.910 | 20.50 | 10,186.65 | |||
| 0186 | PEDESTRIAN DETECTOR | 04900 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 188.00 | 1,128.00 | |||
| 0187 | SIGNAL-3 SECTION 12 INCH | 04912 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 412.00 | 4,120.00 | |||
| 0188 | SIGNAL-5 SECTION 12 INCH | 04914 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 593.00 | 3,558.00 | |||
| 0189 | SIGNAL-PEDESTRIAN | 04916 | EACH | 16.00 | 16.000 | 12.000 | 12.000 | 465.00 | 5,580.00 | |||
| 0190 | REMOVE SIGNAL EQUIPMENT | 04950 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 389.00 | 778.00 | |||
| 0191 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,910.00 | 3,820.00 | |||
| 0192 | INSTALL STEEL STRAIN POLE | 04932 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,260.00 | 18,080.00 | |||
| 0193 | CONDUIT-31 MM | 04793M | M | 502.00 | 502.000 | 531.200 | 531.200 | 7.89 | 4,191.16 | |||
| 0194 | CONDUIT-50 MM | 04795M | M | 44.00 | 44.000 | 44.000 | 44.000 | 11.79 | 518.76 | |||
| 0195 | LOOP WIRE | 04830M | M | 1,305.00 | 1,305.000 | 735.900 | 735.900 | 0.53 | 390.02 | |||
| 0196 | CABLE-NO. 14/5C | 04844M | M | 828.00 | 828.000 | 1,011.000 | 1,011.000 | 2.70 | 2,729.70 | |||
| 0197 | CABLE-NO. 14/7C | 04845M | M | 263.00 | 263.000 | 347.000 | 347.000 | 2.80 | 971.60 | |||
| 0198 | CABLE-NO. 14/1 PAIR | 04850M | M | 2,694.00 | 2,694.000 | 2,694.000 | 2,694.000 | 2.68 | 7,219.92 | |||
| Project | X008004205001 | Fed/State Project Number | STPR 5138 (49) | Category | 0011 MOB AND DEMOB | |||||||
| 0200 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 265,155.27 | 265,155.27 | |||
| 0205 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 132,577.60 | 33,144.40 | 132,577.60 | |
| SUBTOT | $33,144.40 |
$9,854,570.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||