|
Report_Id:ESTIMATE FINAL updated 6-26-09 |
Date:07/28/2011 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 020099 | Estimate Number | 0015 | Estimate Type FINAL | |||
| District Office | COVINGTON (06340) Pennington, Scott D. P.E. | ||||||
| Contractor | ELMO GREER & SONS LLC | ADDR SN 0 VC Code VC0000093753 | |||||
| P O BOX 730 | |||||||
| LONDON , KY , 40743-0730 | |||||||
| Pay Period | 11/26/2009 TO 03/29/2010 | ||||||
| Date Approved | 09/07/2010 | ||||||
| Primary Proj Number | X059130304002 | ||||||
| Project No. | STPM 8122 (19) | ||||||
| Primary County | KENTON | ||||||
| Name of Road | TURKEY FOOT ROAD (KY1303) | ||||||
| Description | Turkey Foot Road (KY 1303) From Lindenwood to Autumn | ||||||
| Date Let | 02/22/2002 | Formal Acceptance | 09/28/2009 | ||||
| Date Awarded | 02/27/2002 | Date Work Began | 04/12/2002 | ||||
| Date Contract Executed | 03/13/2002 | Open To Traffic | 11/02/2005 | ||||
| Date NTP Issued | 03/13/2002 | Actual Completion Date | 11/02/2005 | ||||
| Current Contract Amount | $8,431,833.99 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,841,894.02 |
Total Earnings | $8,170,529.24 |
$8,140,599.17 |
$29,930.07 |
|
| Percent Complete | 94.25 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $484,793.00 |
Gross Earnings | $8,170,529.24 |
$8,140,599.17 |
$29,930.07 |
|
| Total Change Orders | $589,939.97 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,947,040.99 |
$7,917,110.92 |
$29,930.07 |
|||
| Contract Id | 020099 | Change Order Summary |
County | KENTON | ||||||
| Estimate Nbr | 0015 | Project Number | STPM 8122 (19) | |||||||
| Contractor | ELMO GREER & SONS LLC | Period | 11/26/2009 TO 03/29/2010 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Striping, Underdrain, Erosion Control, Gabion Ret Wall | Approved | 03/01/2005 | $42,760.32 | 1.0 | |||||
| 002 | Value Engineering-Forcemain | Approved | 03/01/2005 | $-114,212.83 | 0.0 | |||||
| 003 | Precast Arch Culvert | Approved | 03/09/2005 | $-13,736.05 | 0.0 | |||||
| 004 | Striping, Drainage, Erosion Control, Maintain Driveways | Approved | 03/09/2005 | $37,558.00 | 2.0 | |||||
| 005 | Autumn Road Connector Redesign | Approved | 03/09/2005 | $37,343.29 | 1.0 | |||||
| 006 | Autumn Road Undercut/Stabilization | Approved | 03/09/2005 | $11,077.50 | 1.0 | |||||
| 007 | Erosion Control | Approved | 03/09/2005 | $69,680.00 | 3.0 | |||||
| 008 | Structure Ex, Roadway, Traffic Control, Drainage, Utilities | Approved | 03/09/2005 | $271,289.38 | 9.0 | |||||
| 009 | Gas Service Repair | Approved | 03/09/2005 | $360.00 | 1.0 | |||||
| 010 | Erosion Control, Traffic Control, Turnaround, Driveways | Approved | 03/10/2005 | $53,216.54 | 2.0 | |||||
| 011 | Slide Repair, Gas Main Reloc., Sand Barrels, Sodding | Approved | 03/24/2008 | $77,185.25 | 3.0 | |||||
| 012 | Concrete QC/QA Adjustment, Fuel and Asphalt Adjustment | Approved | 03/19/2008 | $117,418.80 | 0.0 | |||||
| 013 | Lot Pay Adjustments, Ride Quality Adjustment | Approved | 09/22/2008 | $-0.01 | 0.0 | |||||
| 014 | Wall Fence, Tree Removal | Approved | 10/22/2008 | $-0.22 | 0.0 | |||||
| 015 | Liquidated Damages Override | Approved | 11/23/2009 | $0.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| LIQUIDATED DAMAGES | 0001 |
$-135,200.00 |
| LIQUIDATED DAMAGES | 0002 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0003 |
$-33,600.00 |
| LIQUIDATED DAMAGES | 0004 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0005 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0006 |
$-11,200.00 |
| LIQUIDATED DAMAGES | 0007 |
$-11,200.00 |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| X059130304002 | 0017 | ROADWAY EXCAVATION | OTHER | 0001 | 0.00 |
$0.00 |
$20,047.44 |
||
| X059130304002 | 0082 | D G A BASE | OTHER | 0001 | 0.00 |
$0.00 |
$4,320.69 |
||
| X059130304002 | 0086 | DRAINAGE BLANKET-TYPE II-ASPH | OTHER | 0001 | 0.00 |
$0.00 |
$6,365.43 |
||
| X059130304002 | 0086 | DRAINAGE BLANKET-TYPE II-ASPH | OTHER | 0001 | 0.00 |
$0.00 |
$163.05 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$13,549.76 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$778.17 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$954.00 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$357.75 |
||
| X059130304002 | 0091 | CL3 ASPH BASE 19.0D PG76-22 | OTHER | 0001 | 0.00 |
$0.00 |
$5,978.27 |
||
| X059130304002 | 0091 | CL3 ASPH BASE 19.0D PG76-22 | OTHER | 0001 | 0.00 |
$0.00 |
$306.36 |
||
| X059130304002 | 0092 | CL1 ASPH BASE 19.0D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$400.99 |
||
| X059130304002 | 0093 | CL1 ASPH SURF 9.50D PG64-22 | OTHER | 0001 | 0.00 |
$0.00 |
$116.19 |
||
| X059130304002 | 0017 | ROADWAY EXCAVATION | OTHER | 0013 | 0.00 |
$0.00 |
$-20,047.44 |
||
| X059130304002 | 0082 | D G A BASE | OTHER | 0013 | 0.00 |
$0.00 |
$-4,320.69 |
||
| X059130304002 | 0086 | DRAINAGE BLANKET-TYPE II-ASPH | OTHER | 0013 | 0.00 |
$0.00 |
$-6,365.43 |
||
| X059130304002 | 0086 | DRAINAGE BLANKET-TYPE II-ASPH | OTHER | 0013 | 0.00 |
$0.00 |
$-163.05 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-13,549.76 |
||
| X059130304002 | 0090 | CL3 ASPH BASE 19.0D PG64-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-778.17 |
||
| X059130304002 | 0091 | CL3 ASPH BASE 19.0D PG76-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-5,978.27 |
||
| X059130304002 | 0091 | CL3 ASPH BASE 19.0D PG76-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-306.36 |
||
| X059130304002 | 0092 | CL1 ASPH BASE 19.0D PG64-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-400.99 |
||
| X059130304002 | 0093 | CL1 ASPH SURF 9.50D PG64-22 | OTHER | 0013 | 0.00 |
$0.00 |
$-116.19 |
||
| Contract Id | 020099 | COMMONWEALTH OF KENTUCKY |
County | KENTON | ||||||
| Contract No | TRANSPORTATION CABINET |
Primary Project Number | X059130304002 | |||||||
| Estimate Nbr | 0015 | Period | 11/26/2009 TO 03/29/2010 | |||||||
| Contractor | ELMO GREER & SONS LLC | |||||||||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | 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 | STRUCTURE GRANULAR BACKFILL | 02231M | CU M | 1,333.00 | 1,333.000 | 1,333.000 | 1,333.000 | 25.00 | 33,325.00 | |||
| 0002 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 6,297.00 | 3,597.560 | 3,597.560 | 3,597.560 | 10.00 | 35,975.60 | |||
| 0003 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 1,226.00 | 3,566.290 | 3,566.290 | 3,566.290 | 40.00 | 142,651.60 | |||
| 0004 | MASONRY COATING | 02998M | SQ M | 346.00 | 346.000 | 256.020 | 256.020 | 9.00 | 2,304.18 | |||
| 0005 | CONCRETE-CLASS A | 08100M | CU M | 4,757.70 | 3,123.900 | 3,128.960 | 3,128.960 | 252.00 | 788,497.92 | |||
| 0006 | STEEL REINFORCEMENT | 08150M | KG | 200,669.00 | 94,753.300 | 94,753.300 | 94,753.300 | 1.08 | 102,333.56 | |||
| 0007 | BOX CULVERT - 3 SIDED | 07300M02 | M | 46.80 | 46.800 | 46.800 | 46.800 | 3,000.00 | 140,400.00 | |||
| 0008 | CONCRETE-CLASS A | 08100M | CU M | 352.10 | 352.100 | 353.170 | 353.170 | 345.00 | 121,843.65 | |||
| 0009 | STEEL REINFORCEMENT | 08150M | KG | 28,496.00 | 30,314.820 | 30,314.820 | 30,314.820 | 1.08 | 32,740.00 | |||
| 0010 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 717.00 | 717.000 | 717.000 | 717.000 | 10.00 | 7,170.00 | |||
| 0011 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 141.00 | 192.850 | 213.350 | 213.350 | 40.00 | 8,534.00 | |||
| 0012 | CONCRETE-CLASS A | 08100M | CU M | 94.40 | 94.400 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0013 | STEEL REINFORCEMENT | 08150M | KG | 5,316.00 | 5,316.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0014 | STRUCTURE EXCAVATION-COMMON | 08001M | CU M | 482.00 | 482.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0015 | STRUCTURE EXCAV-SOLID ROCK | 08002M | CU M | 143.00 | 143.000 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0016 | BOX CULVERT - 3 SIDED | 07300M02 | M | 67.70 | 67.700 | 0.000 | 0.000 | 0.00 | 0.00 | |||
| 0017 | ROADWAY EXCAVATION | 02200M | CU M | 392,288.00 | 395,179.000 | 395,179.000 | 395,179.000 | 2.75 | 1,086,742.25 | |||
| 0018 | SPECIAL EXCAVATION | 02204M | CU M | 1,276.00 | 1,556.000 | 1,555.000 | 1,555.000 | 4.00 | 6,220.00 | |||
| 0019 | GRANULAR EMBANKMENT | 02223M | CU M | 191.00 | 191.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0020 | CONCRETE-CLASS A | 08100M | CU M | 19.22 | 23.480 | 24.190 | 24.190 | 585.00 | 14,151.15 | |||
| 0021 | STEEL REINFORCEMENT | 08150M | KG | 609.20 | 630.800 | 634.400 | 634.400 | 1.65 | 1,046.76 | |||
| 0022 | GUARDRAIL-STEEL W BEAM-S FACE | 02351M | M | 19.05 | 19.050 | 22.860 | 22.860 | 42.00 | 960.12 | |||
| 0023 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 4.00 | 4.000 | 8.000 | 8.000 | 68.00 | 544.00 | |||
| 0024 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 13.00 | 13.000 | 10.000 | 10.000 | 1,495.00 | 14,950.00 | |||
| 0025 | TEMPORARY GUARDRAIL | 02397M | M | 1,001.90 | 1,001.900 | 706.220 | 706.220 | 31.25 | 22,069.37 | |||
| 0026 | PAVE STRIPING-TEMP REM TAPE-W | 06550M | M | 4,145.00 | 4,145.000 | 0.000 | 0.000 | 3.22 | 0.00 | |||
| 0027 | PAVE STRIPING-TEMP REM TAPE-Y | 06551M | M | 5,934.00 | 5,934.000 | 0.000 | 0.000 | 3.22 | 0.00 | |||
| 0028 | PAVE STRIPING-DUR TY 1-100MM W | 06554M | M | 4,126.00 | 0.000 | 0.000 | 0.000 | 2.17 | 0.00 | |||
| 0029 | PAVE STRIPING-DUR TY 1-100MM Y | 06555M | M | 4,802.00 | 0.000 | 0.000 | 0.000 | 2.17 | 0.00 | |||
| 0030 | PAVE STRIPING-DUR TY 1-150MM W | 06556M | M | 135.00 | 0.000 | 0.000 | 0.000 | 2.85 | 0.00 | |||
| 0031 | PAVE STRIPING-DUR TY 1-300MM W | 06560M | M | 83.00 | 0.000 | 0.000 | 0.000 | 5.08 | 0.00 | |||
| 0032 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 109.00 | 109.000 | 99.000 | 99.000 | 27.00 | 2,673.00 | |||
| 0033 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 189.00 | 189.000 | 161.000 | 161.000 | 27.00 | 4,347.00 | |||
| 0034 | FLASHING ARROW | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0035 | SIGNS | 02562M | SQ M | 34.00 | 134.000 | 133.130 | 133.130 | 85.00 | 11,316.05 | |||
| 0036 | LANE CLOSURE | 02653 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,400.00 | 0.00 | |||
| 0037 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 13.000 | 13.000 | 13.000 | 100.00 | 1,300.00 | |||
| 0038 | REMOVE PAVEMENT | 02091M | SQ M | 1,790.50 | 1,790.500 | 0.000 | 0.000 | 1.95 | 0.00 | |||
| 0039 | CULVERT PIPE-750 MM | 00466M | M | 149.50 | 149.500 | 150.200 | 150.200 | 162.00 | 24,332.40 | |||
| 0040 | STORM SEWER PIPE-375 MM | 00521M | M | 343.50 | 363.500 | 339.070 | 339.070 | 93.00 | 31,533.51 | |||
| 0041 | STORM SEWER PIPE-450 MM | 00522M | M | 786.85 | 865.510 | 862.020 | 862.020 | 109.00 | 93,960.18 | |||
| 0042 | STORM SEWER PIPE-600 MM | 00524M | M | 485.90 | 485.900 | 493.850 | 493.850 | 106.00 | 52,348.10 | |||
| 0043 | STORM SEWER PIPE-750 MM | 00526M | M | 318.80 | 318.800 | 307.700 | 307.700 | 158.00 | 48,616.60 | |||
| 0044 | ENTRANCE PIPE-375 MM | 00440M | M | 70.90 | 70.900 | 51.000 | 51.000 | 92.00 | 4,692.00 | |||
| 0045 | ENTRANCE PIPE-450 MM | 00441M | M | 72.80 | 95.900 | 92.840 | 92.840 | 104.00 | 9,655.36 | |||
| 0046 | TEMPORARY PIPE (600MM) | 09030M02 | M | 43.70 | 43.700 | 42.670 | 42.670 | 98.00 | 4,181.66 | |||
| 0047 | PERFORATED PIPE-100 MM | 01000M | M | 4,860.00 | 4,990.000 | 4,955.260 | 4,955.260 | 15.75 | 78,045.34 | |||
| 0048 | NON-PERFORATED PIPE-100 MM | 01010M | M | 21.00 | 111.000 | 12.200 | 76.900 | 89.100 | 52.50 | 640.50 | 4,677.75 | |
| 0049 | TEMPORARY PIPE (750 MM) | 09030M02 | M | 47.00 | 47.000 | 0.000 | 0.000 | 113.00 | 0.00 | |||
| 0050 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | EACH | 7.00 | 7.000 | 1.000 | 3.000 | 4.000 | 220.00 | 220.00 | 880.00 | |
| 0051 | OVERFLOW PIPE (300MM) | 09031M02 | M | 61.60 | 61.600 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0052 | RISER PIPE (300MM) | 09032M02 | M | 14.00 | 14.000 | 0.000 | 0.000 | 119.00 | 0.00 | |||
| 0053 | CURB BOX INLET TYPE A | 01456 | EACH | 62.00 | 64.000 | 64.000 | 64.000 | 2,400.00 | 153,600.00 | |||
| 0054 | DROP BOX INLET TYPE 3 | 01496 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,500.00 | 5,000.00 | |||
| 0055 | DROP BOX INLET TYPE 11 | 01544 | EACH | 8.00 | 9.000 | 9.000 | 9.000 | 2,500.00 | 22,500.00 | |||
| 0056 | PAVED DITCH TYPE 1 | 02157M | SQ M | 188.00 | 188.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0057 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0058 | FILL AND CAP MANHOLE | 01786 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0059 | SEEDING AND PROTECTION | 05985M | SQ M | 82,431.00 | 102,141.000 | 103,240.820 | 103,240.820 | 0.38 | 39,231.51 | |||
| 0060 | TEMP SEEDING AND PROTECTION | 05953M | SQ M | 8,243.00 | 108,243.000 | 80,956.750 | 80,956.750 | 0.32 | 25,906.16 | |||
| 0061 | SPECIAL SEEDING CROWN VETCH | 05989M | SQ M | 52,000.00 | 83,100.000 | 81,334.600 | 81,334.600 | 0.25 | 20,333.65 | |||
| 0062 | SODDING | 05990M | SQ M | 2,961.10 | 7,311.100 | 8,115.200 | 8,115.200 | 3.65 | 29,620.48 | |||
| 0063 | TOPDRESSING FERTILIZER | 05966M | MTON | 5.00 | 5.000 | 5.000 | 5.000 | 530.00 | 2,650.00 | |||
| 0064 | SILT CHECK | 02705 | EACH | 42.00 | 212.000 | 199.000 | 199.000 | 65.00 | 12,935.00 | |||
| 0065 | CLEAN SILT CHECK | 02708 | EACH | 126.00 | 126.000 | 122.000 | 122.000 | 25.00 | 3,050.00 | |||
| 0066 | TEMPORARY SILT FENCE | 02701M | M | 440.00 | 2,240.000 | 2,087.760 | 2,087.760 | 5.35 | 11,169.51 | |||
| 0067 | CLEAN TEMPORARY SILT FENCE | 02709M | M | 880.00 | 980.000 | 848.640 | 848.640 | 1.50 | 1,272.96 | |||
| 0068 | TEMP SILT BASIN | 09033N02 | EACH | 18.00 | 18.000 | 11.000 | 11.000 | 300.00 | 3,300.00 | |||
| 0069 | CLEAN TEMP SILT BASIN | 09034N02 | EACH | 36.00 | 36.000 | 4.000 | 4.000 | 100.00 | 400.00 | |||
| 0070 | CHANNEL LINING CLASS II | 02483M | MTON | 1,190.40 | 1,395.400 | 1,399.750 | 1,399.750 | 17.00 | 23,795.75 | |||
| 0071 | CHANNEL LINING CLASS III | 02484M | MTON | 790.60 | 1,290.600 | 1,109.500 | 1,109.500 | 19.00 | 21,080.50 | |||
| 0072 | FABRIC-GEOTEXTILE TYPE III | 02598M | SQ M | 428.00 | 428.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0073 | FABRIC-GEOTEXTILE TYPE IV | 02599M | SQ M | 8,040.00 | 8,420.000 | 298.200 | 6,428.480 | 6,726.680 | 2.00 | 596.40 | 13,453.36 | |
| 0074 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 69.00 | 69.000 | 69.000 | 69.000 | 75.00 | 5,175.00 | |||
| 0075 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | EACH | 14.00 | 14.000 | 14.000 | 14.000 | 70.00 | 980.00 | |||
| 0076 | STANDARD CURB AND GUTTER | 01810M | M | 4,372.50 | 4,492.500 | 4,198.360 | 4,198.360 | 36.50 | 153,240.14 | |||
| 0077 | LIP CURB AND GUTTER | 01820M | M | 68.30 | 68.300 | 11.000 | 11.000 | 50.00 | 550.00 | |||
| 0078 | SIDEWALK-100 MM CONCRETE | 02720M | SQ M | 5,300.60 | 5,300.600 | 5,272.240 | 5,272.240 | 25.50 | 134,442.12 | |||
| 0079 | CEM CONC ENT PAVEMENT-150 MM | 02099M | SQ M | 393.40 | 1,123.400 | 977.680 | 977.680 | 45.00 | 43,995.60 | |||
| 0080 | JPC PAVEMENT-150 MM | 02075M | SQ M | 70.60 | 146.260 | 80.450 | 80.450 | 45.00 | 3,620.25 | |||
| 0081 | CRUSHED AGGREGATE SIZE NO 2 | 00078M | MTON | 15.00 | 15.000 | 0.000 | 0.000 | 84.00 | 0.00 | |||
| 0082 | D G A BASE | 00001M | MTON | 12,059.00 | 15,264.930 | 16,311.380 | 16,311.380 | 11.60 | 189,212.00 | |||
| 0083 | ASPHALT CURING SEAL | 00358M | MTON | 93.30 | 93.540 | 81.240 | 81.240 | 200.00 | 16,248.00 | |||
| 0084 | DRAINAGE BLANKET-EMBANKMENT | 00021M | CU M | 1,334.00 | 1,614.000 | 951.870 | 951.870 | 23.50 | 22,368.94 | |||
| 0085 | TEMPORARY PAVEMENT | 09035M02 | SQ M | 1,005.00 | 4,026.000 | 3,806.830 | 3,806.830 | 20.92 | 79,638.88 | |||
| 0086 | DRAINAGE BLANKET-TYPE II-ASPH | 00018M | MTON | 10,086.50 | 9,057.388 | 9,028.790 | 9,028.790 | 26.35 | 237,908.61 | |||
| 0087 | LIME STABILIZED ROADBED | 00013M | SQ M | 47,281.00 | 47,204.000 | 42,032.070 | 42,032.070 | 1.95 | 81,962.53 | |||
| 0088 | LIME | 00014M | MTON | 1,002.80 | 1,001.300 | 814.310 | 814.310 | 90.00 | 73,287.90 | |||
| 0089 | SAND FOR BLOTTER | 02702M | MTON | 127.50 | 128.100 | 100.120 | 100.120 | 35.00 | 3,504.20 | |||
| 0090 | CL3 ASPH BASE 19.0D PG64-22 | 00223M | MTON | 19,827.00 | 19,918.000 | 19,026.810 | 19,026.810 | 26.50 | 504,210.46 | |||
| 0091 | CL3 ASPH BASE 19.0D PG76-22 | 00225M | MTON | 7,051.50 | 7,085.500 | 6,855.630 | 6,855.630 | 32.00 | 219,380.16 | |||
| 0092 | CL1 ASPH BASE 19.0D PG64-22 | 00220M | MTON | 223.70 | 420.970 | 522.320 | 522.320 | 36.00 | 18,803.52 | |||
| 0093 | CL1 ASPH SURF 9.50D PG64-22 | 00300M | MTON | 149.70 | 205.670 | 326.240 | 326.240 | 37.25 | 12,152.44 | |||
| 0094 | CL3 ASPH SURF 12.5A PG76-22 | 00332M | MTON | 3,759.70 | 3,929.700 | 3,244.420 | 3,244.420 | 37.45 | 121,503.52 | |||
| 0095 | CLEARING AND GRUBBING | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 88,000.00 | 88,000.00 | |||
| 0096 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0097 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 27,500.00 | 27,500.00 | |||
| 0098 | GAS UTILITY CONSTRUCTION | 09036N02 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,000.00 | 7,000.00 | |||
| 0099 | QUALITY CONTROL | 02572 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 55,000.00 | 0.00 | |||
| 8000 | PAVE STRIPING-THERMO-100 MM W | 06540M | M | 0.00 | 0.000 | 0.000 | 0.000 | 1.91 | 0.00 | |||
| 8001 | PAVE STRIPING-THERMO-100 MM Y | 06541M | M | 0.00 | 0.000 | 0.000 | 0.000 | 1.91 | 0.00 | |||
| 8002 | PAVE STRIPING-THERMO-150 MM W | 06542M | M | 0.00 | 135.000 | 119.000 | 119.000 | 2.47 | 293.93 | |||
| 8003 | PAVE STRIPING-THERMO-300 MM W | 06546M | M | 0.00 | 83.000 | 84.500 | 84.500 | 8.94 | 755.43 | |||
| 8004 | PAVE STRIPING-TEMP PAINT-100MM | 06510M | M | 0.00 | 25,079.000 | 24,973.370 | 24,973.370 | 0.68 | 16,981.89 | |||
| 8005 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 7,500.00 | 7,500.00 | |||
| 8006 | SILT TRAP TYPE B | 02704 | EACH | 0.00 | 15.000 | 5.000 | 5.000 | 350.00 | 1,750.00 | |||
| 8007 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 0.00 | 30.000 | 11.000 | 11.000 | 150.00 | 1,650.00 | |||
| 8008 | RETAINING WALL-GABION | 02610M | CU M | 0.00 | 86.000 | 87.100 | 87.100 | 240.80 | 20,973.68 | |||
| 8016 | EW~ PRECAST ARCH CULVERT | 10093MX | M | 0.00 | 173.700 | 173.700 | 173.700 | 3,028.82 | 526,106.03 | |||
| 8017 | QUALITY CONTROL (MODIFIED) | 02572 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 41,264.47 | 41,264.47 | |||
| 8018 | SAFELOADING | 02690M | CU M | 0.00 | 30.000 | 33.100 | 33.100 | 174.64 | 5,780.58 | |||
| 8019 | EROSION CONTROL BLANKET | 05950M | SQ M | 0.00 | 2,896.000 | 3,320.390 | 3,320.390 | 2.20 | 7,304.85 | |||
| 8020 | TRAFFIC BOUND BASE | 00020M | MTON | 0.00 | 4,500.000 | -6.000 | 4,074.280 | 4,068.280 | 16.90 | -101.40 | 68,753.93 | |
| 8021 | PAVE STRIPING-PERM PAINT-100MM | 06514M | M | 0.00 | 8,988.000 | 18.000 | 11,843.250 | 11,861.250 | 0.65 | 11.70 | 7,709.81 | |
| 8022 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | EACH | 0.00 | 18.000 | 22.000 | 22.000 | 104.65 | 2,302.30 | |||
| 8023 | PAVE MARKING-BICYCLE SYMBOL | 09400 | EACH | 0.00 | 14.000 | 10.000 | 10.000 | 123.17 | 1,231.70 | |||
| 8024 | ROADWAY EXCAVATION P#221 | 02200M | CU M | 0.00 | 342.500 | 342.500 | 342.500 | 10.46 | 3,582.55 | |||
| 8026 | EW~ REPAIR GAS SERVICE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 360.00 | 360.00 | |||
| 8027 | EMBANKMENT IN PLACE | 02230M | CU M | 0.00 | 120.000 | 120.000 | 120.000 | 19.62 | 2,354.40 | |||
| 8028 | GAS UTILITY CONSTRUCTION RELOCATE GAS LINE | 09036N02 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,725.08 | 5,725.08 | |||
| 8029 | EW~ Sand Barrels | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 3,947.32 | 3,947.32 | |||
| 8030 | EW~ Slide Repair | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,361.33 | 22,361.33 | |||
| 8031 | REMOVE DRIVEWAY | 74072N | LS | 0.00 | 1.000 | 1.000 | 1.000 | 2,932.38 | 2,932.38 | |||
| 8032 | REMOVE HEADWALL | 02625 | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 450.00 | 1,800.00 | |||
| 8033 | FUEL ADJUSTMENT | 10020NS | DOLL | 0.00 | 63,526.800 | 67,075.370 | 67,075.370 | 1.00 | 67,075.37 | |||
| 8034 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 0.00 | 28,233.900 | -3.230 | 28,233.900 | 28,230.670 | 1.00 | -3.23 | 28,230.67 | |
| 8035 | EW~ CONCRETE ADJUSTMENT | 10098NX | DOLL | 0.00 | 25,658.100 | 25,658.100 | 25,658.100 | 1.00 | 25,658.10 | |||
| 8036 | LOT PAY ADJUSTMENT | 10000NS | DOLL | 0.00 | 10,340.440 | 10,340.440 | 10,340.440 | 1.00 | 10,340.44 | |||
| 8037 | RIDE QUALITY ADJUSTMENT ASPH | 10050NS | DOLL | 0.00 | -4,936.800 | -4,936.800 | -4,936.800 | 1.00 | -4,936.80 | |||
| 8038 | COST PLUS WORK FENCE | 10080NS | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,150.73 | 22,150.73 | |||
| 8039 | REMOVE TREES OR STUMPS LT 15+045 | 02460 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 770.00 | 770.00 | |||
| 8040 | REMOVE TREES OR STUMPS LT 15+070 | 02460 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 110.00 | 110.00 | |||
| 8041 | LIQUIDATED DAMAGES - | 10111NS | DOLL | 0.00 | 0.001 | -16,000.000 | -16,000.000 | 1.00 | -16,000.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0003 WATERLINE | |||||||
| 0100 | DUCTILE IRON PIPE-150 MM | 01093M | M | 6.00 | 6.000 | 7.420 | 7.420 | 94.50 | 701.19 | |||
| 0101 | DUCTILE IRON PIPE-200 MM | 01095M | M | 138.00 | 138.000 | 127.220 | 127.220 | 102.90 | 13,090.93 | |||
| 0102 | DUCTILE IRON PIPE-300 MM | 01099M | M | 1,164.00 | 1,164.000 | 1,148.520 | 1,148.520 | 107.10 | 123,006.49 | |||
| 0103 | ANCHOR TEE & BLOCK (300 MM X 300 MM X 150 MM) | 09037 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 288.75 | 2,310.00 | |||
| 0104 | ANCHOR TEE & BLOCK (300 MM X 300 MM X 200 MM) | 09037 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 315.00 | 315.00 | |||
| 0105 | TEE & BLOCK | 09038 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 472.50 | 1,417.50 | |||
| 0106 | GATE VALVE-6 INCH | 03526 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 488.25 | 3,906.00 | |||
| 0107 | GATE VALVE-8 INCH | 03528 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 703.50 | 1,407.00 | |||
| 0108 | GATE VALVE-12 INCH | 03532 | EACH | 13.00 | 13.000 | 12.000 | 12.000 | 1,338.75 | 16,065.00 | |||
| 0109 | BEND & BLOCK 150 MM | 09040 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 189.00 | 0.00 | |||
| 0110 | BEND & BLOCK 200 mm | 09040 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 210.00 | 210.00 | |||
| 0111 | BEND & BLOCK 300 MM | 09040 | EACH | 20.00 | 20.000 | 12.000 | 12.000 | 283.50 | 3,402.00 | |||
| 0112 | REDUCER 200MM X 150 MM | 09041 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 136.50 | 273.00 | |||
| 0113 | REDUCER 300 MM X 150 MM | 09041 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 168.00 | 0.00 | |||
| 0114 | TIE-IN TO EXISTING WATER LINE 150 MM | 03460 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 525.00 | 0.00 | |||
| 0115 | TIE-IN TO EXISTING WATER LINE 300 MM | 03460 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 1,575.00 | 7,875.00 | |||
| 0116 | RELOCATE FIRE HYDRANT | 03433 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 525.00 | 3,150.00 | |||
| 0117 | FIRE HYDRANT | 02606 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 1,942.50 | 7,770.00 | |||
| 0118 | RELOCATE WATER METER | 03431 | EACH | 8.00 | 8.000 | 10.000 | 10.000 | 262.50 | 2,625.00 | |||
| 0119 | RECONNECT TO MAIN | 03438 | EACH | 9.00 | 9.000 | 10.000 | 10.000 | 52.50 | 525.00 | |||
| 0120 | RECONNECT SERVICE | 03437 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 42.00 | 336.00 | |||
| 0121 | COPPER PIPE-19 MM | 03360M | M | 469.00 | 939.000 | 967.000 | 967.000 | 69.30 | 67,013.10 | |||
| 0122 | COPPER PIPE-38 MM | 03362M | M | 40.00 | 52.130 | 52.130 | 52.130 | 75.60 | 3,941.02 | |||
| 0123 | PLUG PIPE | 01314 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 262.50 | 787.50 | |||
| 0124 | CONCRETE ENCASEMENT | 09042M | M | 26.00 | 26.000 | 26.000 | 26.000 | 69.30 | 1,801.80 | |||
| 0125 | ADJUST WATER VALVE | 03425 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 52.50 | 105.00 | |||
| 0126 | TAPPING SLEEVE & VALVE (300 MM X 200 MM) | 03551 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,255.00 | 3,255.00 | |||
| 0127 | TEST TAP | 09044N02 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 210.00 | 0.00 | |||
| 0128 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 735.00 | 735.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0005 FORCEMAIN | |||||||
| 0129 | DUCTILE IRON PIPE-600 MM | 01111M | M | 1,596.00 | 1,199.000 | 1,199.000 | 1,199.000 | 362.25 | 434,337.75 | |||
| 0130 | STEEL ENCASEMENT PIPE-1050MM | 09045M02 | M | 280.00 | 51.000 | 51.000 | 51.000 | 786.45 | 40,108.95 | |||
| 0131 | DI PLUG (600 MM) | 09046N02 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,606.50 | 1,606.50 | |||
| 0132 | DI CAP (600 MM) | 09047N02 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,995.00 | 1,995.00 | |||
| 0133 | BEND-90 DEG-600MM | 09048N02 | EACH | 4.00 | 1.000 | 1.000 | 1.000 | 2,625.00 | 2,625.00 | |||
| 0134 | BEND-45 DEG-600MM | 09049N02 | EACH | 4.00 | 5.000 | 5.000 | 5.000 | 2,415.00 | 12,075.00 | |||
| 0135 | BEND 22.5 DEG-600MM | 09050N02 | EACH | 5.00 | 4.000 | 2.000 | 2.000 | 2,415.00 | 4,830.00 | |||
| 0136 | BEND-11.25 DEG-600MM | 09051N02 | EACH | 7.00 | 6.000 | 7.000 | 7.000 | 2,415.00 | 16,905.00 | |||
| 0137 | AIR RELEASE VALVE (150 MM) | 03495 | EACH | 3.00 | 2.000 | 2.000 | 2.000 | 26,250.00 | 52,500.00 | |||
| 0138 | PAVEMENT RESTORATION (STA.01+171 TO STA. 01+391) | 09052M02 | M | 220.00 | 0.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| 8009 | EW~ UPCHARGE STEEL ENCASEMENT(1050) | 10093MX | M | 0.00 | 51.000 | 51.000 | 51.000 | 127.10 | 6,482.10 | |||
| 8010 | EW~ UPCHARGE DIP 600 MM | 10093MX | M | 0.00 | 77.000 | 77.000 | 77.000 | 336.10 | 25,879.70 | |||
| 8011 | EW~ FLEXTEND JOINT | 10094NX | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 21,508.27 | 86,033.08 | |||
| 8012 | EW~ SLOPE ANCHOR WITH SUMP | 10094NX | EACH | 0.00 | 13.000 | 13.000 | 13.000 | 3,117.84 | 40,531.92 | |||
| 8013 | EW~ GEOTECHNICAL TEST HOLES | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,886.76 | 1,886.76 | |||
| 8014 | EW~ ENGINEERING IN HOUSE | 10090NX | LS | 0.00 | 1.000 | 1.000 | 1.000 | 9,750.00 | 9,750.00 | |||
| 8015 | VALUE ENGINEERING #2 | 10120NS | LS | 0.00 | 0.000 | 0.000 | 0.000 | 114,212.84 | 0.00 | |||
| 8025 | VALUE ENGINEERING #2 (MODIFIED) | 10121NS | DOLL | 0.00 | 111,095.000 | 111,095.000 | 111,095.000 | 1.00 | 111,095.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0007 SEWER | |||||||
| 0139 | SEWER PIPE-1200MM (120 PSI) | 09053M02 | M | 171.70 | 171.700 | 171.700 | 171.700 | 934.50 | 160,453.65 | |||
| 0140 | REDUCER (120MM X 600 MM) | 09041 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 11,409.00 | 11,409.00 | |||
| 0141 | SEWER PIPE-600 MM | 01058M | M | 1.50 | 1.500 | 1.500 | 1.500 | 840.00 | 1,260.00 | |||
| 0142 | STEEL ENCASEMENT-750MM | 09054M02 | M | 73.00 | 73.000 | 73.490 | 73.490 | 289.80 | 21,297.40 | |||
| 0143 | RUBBER CASING FOR END SEAL (45 | 09055N02 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 168.00 | 336.00 | |||
| 0144 | STAINLESS STEEL CASING SPACER | 09056N02 | EACH | 60.00 | 60.000 | 60.000 | 60.000 | 157.50 | 9,450.00 | |||
| 0145 | STEEL ENCASEMENT PIPE-500 MM | 01076M | M | 6.00 | 6.000 | 6.000 | 6.000 | 231.00 | 1,386.00 | |||
| 0146 | RUBBER CASING FOR END SEAL (30 | 09055N02 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 126.00 | 252.00 | |||
| 0147 | STAINLESS STEEL CASING SPACER | 09056N02 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 126.00 | 504.00 | |||
| 0148 | PVC PIPE - 600MM | 09057M02 | M | 23.60 | 23.600 | 23.600 | 23.600 | 262.50 | 6,195.00 | |||
| 0149 | PVC PIPE - 450MM (SDR 35 ONLY) | 09058N02 | EACH | 81.00 | 81.000 | 84.490 | 84.490 | 114.45 | 9,669.88 | |||
| 0150 | DUCTILE IRON PIPE-450 MM | 01105M | M | 59.40 | 59.400 | 53.310 | 53.310 | 235.20 | 12,538.51 | |||
| 0151 | PVC PIPE-375MM | 09059M02 | M | 64.00 | 64.000 | 60.770 | 60.770 | 112.35 | 6,827.50 | |||
| 0152 | PVC PIPE-300 MM | 03391M | M | 154.00 | 154.000 | 148.250 | 148.250 | 97.65 | 14,476.61 | |||
| 0153 | DUCTILE IRON PIPE-300 MM | 01099M | M | 102.00 | 102.000 | 101.270 | 101.270 | 193.20 | 19,565.36 | |||
| 0154 | PVC PIPE-200 MM | 03387M | M | 586.00 | 467.000 | 470.720 | 470.720 | 94.50 | 44,483.04 | |||
| 0155 | PVC PIPE-150 MM | 03385M | M | 9.00 | 0.000 | 0.000 | 0.000 | 73.50 | 0.00 | |||
| 0156 | PVC PIPE-100 MM | 03383M | M | 6.00 | 6.000 | 6.100 | 6.100 | 69.30 | 422.73 | |||
| 0157 | SANITARY SEWER MANHOLE (PRECAST | 01799 | EACH | 26.00 | 23.000 | 23.000 | 23.000 | 1,890.00 | 43,470.00 | |||
| 0158 | DROP MANHOLE (PRECAST ONLY) | 09064 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,515.00 | 9,030.00 | |||
| 0159 | SANITARY SEWER MANHOLE (2500 M | 01799 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,875.00 | 7,875.00 | |||
| 0160 | FILL AND CAP MANHOLE | 01786 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 210.00 | 2,520.00 | |||
| 0161 | TAP MANHOLE | 09074 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 525.00 | 525.00 | |||
| 0162 | CONCRETE ANCHOR BLOCK | 09043N02 | EACH | 6.00 | 6.000 | 6.000 | 6.000 | 200.00 | 1,200.00 | |||
| 0163 | PLUG PIPE (600MM RCP WITH | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 270.00 | 0.00 | |||
| 0164 | PLUG PIPE (450MM VCP WITH | 01314 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 210.00 | 630.00 | |||
| 0165 | PLUG PIPE (375MM VCP WITH | 01314 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 157.50 | 157.50 | |||
| 0166 | PLUG PIPE (300MM VCP WITH | 01314 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0167 | PLUG PIPE (250MM VCP WITH | 01314 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0168 | PLUG PIPE (200MM VCP WITH | 01314 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 105.00 | 315.00 | |||
| 0169 | CLEANOUT (150MM) | 09073 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 262.50 | 0.00 | |||
| 0170 | CONCRETE ENCASEMENT (WITH REIN | 09042M | M | 29.00 | 29.000 | 29.000 | 29.000 | 69.30 | 2,009.70 | |||
| 0171 | SAFELOADING (EXISTING 600MM RC | 02690M | CU M | 68.00 | 68.000 | 61.610 | 61.610 | 86.10 | 5,304.62 | |||
| 0172 | TEMPORARY SILT FENCE | 02701M | M | 340.00 | 340.000 | 42.200 | 42.200 | 10.00 | 422.00 | |||
| 0173 | RECONSTRUCT MANHOLE | 01789 | EACH | 1.00 | 2.000 | 2.000 | 2.000 | 500.00 | 1,000.00 | |||
| 0174 | PAVEMENT RESTORATION | 09052M02 | M | 75.00 | 0.000 | 0.000 | 0.000 | 47.25 | 0.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0009 GASLINE | |||||||
| 0175 | GAS LINE-50 MM | 03400M | M | 212.00 | 353.780 | 353.780 | 353.780 | 43.00 | 15,212.54 | |||
| 0176 | GAS MAIN-150 MM | 09060M | M | 990.00 | 956.570 | 956.570 | 956.570 | 87.50 | 83,699.87 | |||
| 0177 | AUTHORIZED TEST FUSION | 09061N02 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0178 | LONG SIDE SERVICE | 09062 | EACH | 4.00 | 1.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0179 | SHORT SIDE SERVICE | 09063 | EACH | 4.00 | 11.000 | 11.000 | 11.000 | 250.00 | 2,750.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0011 TRAINEES | |||||||
| 0180 | TRAINEE PAYMENT REIMBURSEMENT | 02742 | HOUR | 1,600.00 | 1,600.000 | 530.000 | 530.000 | 1.00 | 530.00 | |||
| Project | X059130304002 | Fed/State Project Number | STPM 8122 (19) | Category | 0013 MOB / DEMOB | |||||||
| 0181 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 110,000.00 | 110,000.00 | |||
| 0182 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.250 | 0.750 | 1.000 | 114,264.41 | 28,566.10 | 114,264.41 | |
| SUBTOT | $29,930.07 |
$8,170,529.17 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0047-1-0I |
PERFORATED PIPE-100 MM | M |
4,786.54 | 0001 | $2.11000 | $9,573.08 | ||||||
0137-1-0I |
AIR RELEASE VALVE (150 MM) | EACH |
2.00 | 0001 | $7632.000000 | $14,500.80 | ||||||
0047-1-0A |
PERFORATED PIPE-100 MM | M |
4,409.00 | 0001 | $2.110000 | $-8,818.00 | ||||||
0137-1-0A |
AIR RELEASE VALVE (150 MM) | EACH |
1.00 | 0001 | $7632.000000 | $-7,250.40 | ||||||
0047-1-0A |
PERFORATED PIPE-100 MM | M |
377.54 | 0003 | $2.110000 | $-755.08 | ||||||
0137-1-0A |
AIR RELEASE VALVE (150 MM) | EACH |
1.00 | 0003 | $7632.000000 | $-7,250.40 | ||||||
| SUBTOT | $0.00 |
|||||||||||