|
Report_Id: 111312 Est NO 0031 |
Date:03/28/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 111312 | Estimate Number | 0031 | Estimate Type | PROGRESS | ||
| District Office | PIKEVILLE (12300) Weddington, Derrick P. (Paxton), P.E. | ||||||
| Contractor | KAY & KAY CONTRACTING LLC | ADDR SN 0 VC Code VC0000094651 | |||||
| P O BOX 2478 | |||||||
| LONDON , KY , 40743 | |||||||
| Pay Period | 02/11/2013 TO 02/24/2013 | ||||||
| Date Approved | 03/07/2013 | ||||||
| Primary Proj Number | DE09816411112 | ||||||
| Project No. | APD 80-6 (035) | ||||||
| Primary County | PIKE | ||||||
| Name of Road | POND CREEK ROAD (CR 1641) AT KY 80-US 460 | ||||||
| Description | CONSTRUCT A BRIDGE AND APPROACHES ON POND CREEK ROAD OVER RUSSELL FORK AND CSX RAILROAD AT KY 80-US 460 NEAR DRAFFIN | ||||||
| Date Let | 04/29/2011 | Formal Acceptance | |||||
| Date Awarded | 05/16/2011 | Date Work Began | 12/06/2011 | ||||
| Date Contract Executed | 06/13/2011 | Open To Traffic | |||||
| Date NTP Issued | 06/13/2011 | Actual Completion Date | |||||
| Current Contract Amount | $8,347,398.77 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $8,240,711.00 |
Total Earnings | $4,694,335.64 |
$4,597,873.10 |
$96,462.54 |
|
| Percent Complete | 66.88 |
Stockpiled Materials | $888,772.92 |
$888,772.92 |
$0.00 |
|
| Funds Available | $2,764,290.21 |
Gross Earnings | $5,583,108.56 |
$5,486,646.02 |
$96,462.54 |
|
| Total Change Orders | $106,687.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $5,583,108.56 |
$5,486,646.02 |
$96,462.54 |
|||
| Contract Id | 111312 | Change Order Summary |
County | PIKE | ||||||
| Estimate Nbr | 0031 | Project Number | APD 80-6 (035) | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | Period | 02/11/2013 TO 02/24/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Mass Concrete, Asphalt Surface and Flowable Fill | Approved | 12/06/2012 | $106,687.77 | 10.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 111312 | COMMONWEALTH OF KENTUCKY |
County | PIKE | ||||||
| Contract Type | BRGS BRIDGE WITH GRADE, DRAIN & SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE09816411112 | ||||||
| Estimate Nbr | 0031 | Period | 02/11/2013 TO 02/24/2013 | |||||||
| Contractor | KAY & KAY CONTRACTING LLC | |||||||||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0001 PAVING | |||||||
| 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 | |
| 1001 | CL3 ASPH SURF 0.38D PG64-22 | 00339 | TON | 647.00 | 647.000 | 0.000 | 0.000 | 97.85 | 0.00 | |||
| 1002 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 594.00 | 1,101.920 | 746.310 | 746.310 | 97.85 | 73,026.43 | |||
| 1003 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 4,763.00 | 4,763.000 | 5,419.840 | 5,419.840 | 86.35 | 468,003.18 | |||
| 1004 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 2,504.00 | 2,504.000 | 428.000 | 428.000 | 86.35 | 36,957.80 | |||
| 1005 | CRUSHED STONE BASE | 00003 | TON | 9,705.00 | 9,705.000 | 5,130.360 | 5,130.360 | 26.90 | 138,006.68 | |||
| 1006 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 4.00 | 4.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 1007 | ASPHALT SEAL AGGREGATE | 00100 | TON | 38.00 | 38.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0002 ROADWAY | |||||||
| 2001 | CLEARING AND GRUBBING (26 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.850 | 0.850 | 160,000.00 | 136,000.00 | |||
| 2002 | REMOVE PAVEMENT | 02091 | SQYD | 1,127.00 | 1,127.000 | 555.600 | 555.600 | 5.00 | 2,778.00 | |||
| 2003 | REMOVE GUARDRAIL | 02381 | LF | 2,385.00 | 2,385.000 | 1,875.000 | 1,875.000 | 1.50 | 2,812.50 | |||
| 2004 | PLUG WATER WELL | 02475 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 2005 | SEPTIC TANK TREATMENT | 02404 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,000.00 | 6,000.00 | |||
| 2006 | ROADWAY EXCAVATION | 02200 | CUYD | 271,584.00 | 271,584.000 | 16,950.000 | 219,668.890 | 236,618.890 | 4.75 | 80,512.50 | 1,123,939.72 | |
| 2007 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.550 | 0.550 | 42,000.00 | 23,100.00 | |||
| 2008 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 12,500.00 | 25,000.00 | |||
| 2009 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 85,000.00 | 42,500.00 | |||
| 2010 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 12,000.00 | 12,000.00 | |||
| 2011 | SIGNS | 02562 | SQFT | 486.75 | 486.750 | 320.000 | 320.000 | 15.00 | 4,800.00 | |||
| 2012 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 1,300.00 | 1,300.000 | 1,860.000 | 1,860.000 | 42.50 | 79,050.00 | |||
| 2013 | CRASH CUSHION TY VI CLASS BT TL2 | 08901 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 7,750.00 | 31,000.00 | |||
| 2014 | DELINEATOR FOR BARRIER-WHITE | 01984 | EACH | 50.00 | 50.000 | 59.000 | 59.000 | 7.50 | 442.50 | |||
| 2015 | DELINEATOR FOR BARRIER-YELLOW | 01985 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 2016 | BARRICADE-TYPE III | 02014 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 275.00 | 550.00 | |||
| 2017 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 2018 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 20,009.00 | 20,009.000 | 33,376.000 | 33,376.000 | 0.28 | 9,345.28 | |||
| 2019 | CHANNEL LINING CLASS IA | 02482 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2020 | CHANNEL LINING CLASS II | 02483 | TON | 116.00 | 116.000 | 72.860 | 72.860 | 36.75 | 2,677.60 | |||
| 2021 | CHANNEL LINING CLASS III | 02484 | TON | 288.00 | 288.000 | 550.220 | 550.220 | 38.75 | 21,321.02 | |||
| 2022 | CHANNEL LINING CLASS IV | 02488 | CUYD | 58.00 | 58.000 | 0.000 | 0.000 | 31.75 | 0.00 | |||
| 2023 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 4,600.00 | 4,600.000 | 1,370.000 | 1,370.000 | 2.25 | 3,082.50 | |||
| 2024 | TEMP SILT FENCE | 02701 | LF | 1,895.00 | 1,895.000 | 192.000 | 1,934.000 | 2,126.000 | 2.50 | 480.00 | 5,315.00 | |
| 2025 | CLEAN TEMP SILT FENCE | 02709 | LF | 1,895.00 | 1,895.000 | 162.000 | 0.000 | 162.000 | 2.50 | 405.00 | 405.00 | |
| 2026 | SILT TRAP TYPE A | 02703 | EACH | 24.00 | 24.000 | 1.000 | 0.000 | 1.000 | 350.00 | 350.00 | 350.00 | |
| 2027 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 72.00 | 72.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 2028 | SILT TRAP TYPE B | 02704 | EACH | 24.00 | 24.000 | 23.000 | 23.000 | 325.00 | 7,475.00 | |||
| 2029 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 72.00 | 72.000 | 32.000 | 32.000 | 150.00 | 4,800.00 | |||
| 2030 | SILT TRAP TYPE C | 02705 | EACH | 24.00 | 24.000 | 11.000 | 11.000 | 350.00 | 3,850.00 | |||
| 2031 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 72.00 | 72.000 | 8.000 | 8.000 | 150.00 | 1,200.00 | |||
| 2032 | TEMP DITCH | 02159 | LF | 1,895.00 | 1,895.000 | 1,800.000 | 1,800.000 | 2.00 | 3,600.00 | |||
| 2033 | EROSION CONTROL BLANKET | 05950 | SQYD | 3,359.00 | 3,359.000 | 7,288.900 | 7,288.900 | 1.50 | 10,933.35 | |||
| 2034 | TEMP MULCH | 05952 | SQYD | 107,487.00 | 107,487.000 | 0.000 | 0.000 | 0.20 | 0.00 | |||
| 2035 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 53,653.00 | 53,653.000 | 9,680.000 | 9,680.000 | 0.20 | 1,936.00 | |||
| 2036 | TOPDRESSING FERTILIZER | 05966 | TON | 4.02 | 4.020 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 2037 | SEEDING AND PROTECTION | 05985 | SQYD | 107,487.00 | 107,487.000 | 31,804.400 | 31,804.400 | 0.38 | 12,085.67 | |||
| 2038 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 26,872.00 | 26,872.000 | 19,360.000 | 19,360.000 | 0.25 | 4,840.00 | |||
| 2039 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 1,587.50 | 1,587.500 | 0.000 | 0.000 | 18.50 | 0.00 | |||
| 2040 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,687.50 | 2,687.500 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 2041 | DELINEATOR FOR GUARDRAIL-WHITE | 01982 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 2042 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2043 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 2044 | PERFORATED PIPE-4 IN | 01000 | LF | 299.00 | 299.000 | 285.000 | 285.000 | 15.00 | 4,275.00 | |||
| 2045 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 2046 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 2047 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 2048 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 2049 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2050 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 19,694.00 | 19,694.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 2051 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 76.00 | 76.000 | 0.000 | 0.000 | 16.65 | 0.00 | |||
| 2052 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 215.00 | 0.00 | |||
| 2053 | PAVEMENT MARKER TYPE V-BY | 06591 | EACH | 152.00 | 152.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2054 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 23.00 | 23.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2055 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 9,981.00 | 9,981.000 | 0.000 | 0.000 | 1.40 | 0.00 | |||
| 2056 | WATER | 02242 | MGAL | 460.00 | 460.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 2057 | EDGE KEY | 02585 | LF | 75.00 | 75.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 2058 | CONCRETE-CLASS A | 08100 | CUYD | 8.24 | 8.240 | 4.610 | 4.610 | 700.00 | 3,227.00 | |||
| 2059 | STEEL REINFORCEMENT | 08150 | LB | 367.50 | 367.500 | 343.500 | 343.500 | 1.00 | 343.50 | |||
| 2060 | MILLED RUMBLE STRIPS | 20314ED | LF | 5,340.00 | 5,340.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 2061 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 229.50 | 229.500 | 0.000 | 0.000 | 10.02 | 0.00 | |||
| 2062 | R/W MARKER RURAL TYPE 1 | 02434 | EACH | 43.00 | 43.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 2063 | ISLAND CURB AND GUTTER | 01825 | LF | 35.00 | 35.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 2064 | PILES-STEEL WF 14 X 176 | 23640EC | LF | 1,158.00 | 1,158.000 | 1,191.640 | 1,191.640 | 178.00 | 212,111.92 | |||
| 2065 | PILES-STEEL WF 14 X 132 | 23641EC | LF | 806.00 | 806.000 | 882.260 | 882.260 | 122.00 | 107,635.72 | |||
| 2066 | PRE-DRILLING FOR PILES | 08039 | LF | 1,732.00 | 1,732.000 | 1,219.750 | 1,219.750 | 65.00 | 79,283.75 | |||
| 2067 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 2,247.00 | 2,247.000 | 2,170.300 | 2,170.300 | 46.50 | 100,918.95 | |||
| 2068 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 1,711.00 | 1,711.000 | 1,688.900 | 1,688.900 | 2.15 | 3,631.13 | |||
| 2069 | CONCRETE LAGGING | 23642EC | SQFT | 7,268.00 | 7,268.000 | 6,442.860 | 6,442.860 | 63.25 | 407,510.89 | |||
| 2070 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 888.00 | 888.000 | 888.000 | 888.000 | 20.00 | 17,760.00 | |||
| 2071 | FUEL ADJUSTMENT | 10020NS | DOLL | 29,845.00 | 29,845.000 | -306.960 | -5,527.080 | -5,834.040 | 1.00 | -306.96 | -5,834.04 | |
| 2072 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 18,032.00 | 18,032.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 2073 | FENCE-4 FT CHAIN LINK (ADDED: 4-25-11) | 02273 | LF | 608.00 | 608.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 8005 | TRAFFIC BOUND BASE | 00020 | TON | 0.00 | 1,000.000 | 208.310 | 208.310 | 28.95 | 6,030.57 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0003 DRAINAGE | |||||||
| 3001 | CULVERT PIPE-18 IN | 00462 | LF | 47.00 | 47.000 | 12.000 | 12.000 | 45.50 | 546.00 | |||
| 3002 | CULVERT PIPE-24 IN | 00464 | LF | 363.00 | 363.000 | 313.000 | 313.000 | 58.00 | 18,154.00 | |||
| 3003 | CULVERT PIPE-60 IN | 00472 | LF | 49.00 | 49.000 | 49.000 | 49.000 | 225.00 | 11,025.00 | |||
| 3004 | ENTRANCE PIPE-15 IN | 00440 | LF | 173.00 | 173.000 | 130.000 | 130.000 | 39.00 | 5,070.00 | |||
| 3005 | DROP BOX INLET TYPE 1 | 01490 | EACH | 5.00 | 5.000 | 4.500 | 4.500 | 3,000.00 | 13,500.00 | |||
| 3006 | REMOVE HEADWALL | 02625 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 3007 | FLUME INLET TYPE 2 | 01691 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,750.00 | 0.00 | |||
| 3008 | JUNCTION BOX-24 IN | 01643 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 3009 | JUNCTION BOX-SPECIAL | 01653 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 4,100.00 | 4,100.00 | |||
| 3010 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 2.70 | 2.700 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 3011 | CHANNEL LINING CLASS III | 02484 | TON | 92.00 | 92.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 3012 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,700.00 | 0.00 | |||
| 8000 | FLOWABLE FILL | 02220 | CUYD | 0.00 | 110.000 | 131.000 | 131.000 | 127.75 | 16,735.25 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0004 BRIDGE | |||||||
| 4001 | CONCRETE-CLASS A | 08100 | CUYD | 771.30 | 771.300 | 647.830 | 647.830 | 530.00 | 343,349.90 | |||
| 4002 | CONCRETE-CLASS AA | 08104 | CUYD | 686.70 | 686.700 | 0.000 | 0.000 | 550.00 | 0.00 | |||
| 4003 | STEEL REINFORCEMENT | 08150 | LB | 137,454.00 | 137,454.000 | 132,832.600 | 132,832.600 | 0.90 | 119,549.34 | |||
| 4004 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 200,841.00 | 200,841.000 | 0.000 | 0.000 | 0.96 | 0.00 | |||
| 4005 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 428.00 | 428.000 | 640.400 | 640.400 | 1.00 | 640.40 | |||
| 4006 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 60.00 | 60.000 | 163.390 | 163.390 | 1.00 | 163.39 | |||
| 4007 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 100.00 | 100.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 4008 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 116.00 | 116.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 4009 | MASONRY COATING | 02998 | SQYD | 2,618.00 | 2,618.000 | 0.000 | 0.000 | 8.50 | 0.00 | |||
| 4010 | PILES-STEEL HP12X53 | 08046 | LF | 1,522.00 | 1,522.000 | 1,191.788 | 1,191.788 | 55.00 | 65,548.34 | |||
| 4011 | TEST PILES | 08033 | LF | 96.00 | 96.000 | 72.000 | 72.000 | 65.00 | 4,680.00 | |||
| 4012 | STRUCTURAL STEEL (817,624 LBS) | 08160 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,510,000.00 | 0.00 | |||
| 4013 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 56.00 | 56.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 4014 | RAIL SYSTEM TYPE III | 21532ED | LF | 1,536.00 | 1,536.000 | 0.000 | 0.000 | 82.00 | 0.00 | |||
| 4015 | PRE-DRILLING FOR PILES | 08039 | LF | 717.00 | 717.000 | 392.450 | 392.450 | 120.00 | 47,094.00 | |||
| 4016 | PILE POINTS-12 IN | 08094 | EACH | 39.00 | 39.000 | 21.000 | 21.000 | 1,100.00 | 23,100.00 | |||
| 4017 | SHEAR CONNECTORS (2,520 LBS) | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 18,000.00 | 0.00 | |||
| 4018 | APPROACH SLAB | 08500 | SQYD | 168.00 | 168.000 | 0.000 | 0.000 | 205.00 | 0.00 | |||
| 8001 | MASS CONCRETE for Pier #1 Left | 10040ES | CUYD | 0.00 | 9.500 | 9.500 | 9.500 | 210.00 | 1,995.00 | |||
| 8002 | MASS CONCRETE for Pier #1 Right | 10040ES | CUYD | 0.00 | 20.000 | 20.000 | 20.000 | 209.88 | 4,197.60 | |||
| 8003 | MASS CONCRETE for Pier #2 Left | 10040ES | CUYD | 0.00 | 10.000 | 10.000 | 10.000 | 212.00 | 2,120.00 | |||
| 8004 | MASS CONCRETE for Pier #2 Right | 10040ES | CUYD | 0.00 | 27.000 | 27.000 | 27.000 | 210.10 | 5,672.70 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0005 BRIDGE | |||||||
| 5001 | CONCRETE-CLASS A | 08100 | CUYD | 287.00 | 287.000 | 287.000 | 287.000 | 530.00 | 152,110.00 | |||
| 5002 | STEEL REINFORCEMENT | 08150 | LB | 43,221.00 | 43,221.000 | 43,221.000 | 43,221.000 | 0.90 | 38,898.90 | |||
| 5003 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 5004 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 5.00 | 5.000 | 91.100 | 91.100 | 1.00 | 91.10 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0006 WATERLINE | |||||||
| 6001 | TIE-IN TO WATER LINE (EXISTING) | 03460 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 1,550.00 | 3,100.00 | |||
| 6002 | DUCTILE IRON PIPE-10 IN (PJ WATER LINE) | 01097 | LF | 3,000.00 | 3,000.000 | 188.000 | 2,704.000 | 2,892.000 | 55.00 | 10,340.00 | 159,060.00 | |
| 6003 | GATE VALVE-10 IN (RESILIENT WEDGE) | 03530 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 1,800.00 | 5,400.00 | |||
| 6004 | DUCTILE IRON PIPE-6 IN (PJ WATER LINE) | 01093 | LF | 630.00 | 630.000 | 16.000 | 615.000 | 631.000 | 37.00 | 592.00 | 23,347.00 | |
| 6005 | GATE VALVE-6 IN (RESILIENT WEDGE) | 03526 | EACH | 5.00 | 5.000 | 1.000 | 4.000 | 5.000 | 900.00 | 900.00 | 4,500.00 | |
| 6007 | SERVICE LINE - 1 IN | 21558EC | LF | 700.00 | 700.000 | 30.000 | 540.000 | 570.000 | 13.00 | 390.00 | 7,410.00 | |
| 6008 | BORE AND JACK PIPE-6 IN (ENCASED) | 21384ED | LF | 80.00 | 80.000 | 80.000 | 80.000 | 130.00 | 10,400.00 | |||
| 6009 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 6010 | BLOW-OFF ASSEMBLY | 01315 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 6011 | GATE VALVE-4 IN (RESILIENT WEDGE) | 03524 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 6012 | WATER SERVICE RECONNECT-3/4 IN-1 IN | 21346ND | EACH | 8.00 | 8.000 | 7.000 | 0.000 | 7.000 | 400.00 | 2,800.00 | 2,800.00 | |
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0007 MOBILIZATION / DEMOBILIZATION | |||||||
| 7001 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 319,000.00 | 319,000.00 | |||
| 7002 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 121,077.90 | 0.00 | |||
| Project | DE09816411112 | Fed/State Project Number | APD 80-6 (035) | Category | 0008 TRAINEES | |||||||
| 7003 | TRAINEE PAYMENT REIMBURSEMENT 1 ARTICULATOR TRUCK DRIVER | 02742 | HOUR | 1,600.00 | 1,600.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| SUBTOT | $96,462.54 |
$4,694,335.58 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
2064-1-0I |
PILES | LF |
1,195.00 | 0001 | $117.216260 | $140,073.43 | ||||||
2065-1-0I |
PILES | LF |
884.00 | 0001 | $61.185060 | $54,087.59 | ||||||
4010-1-0I |
PILES | LF |
1,122.88 | 0006 | $21.700000 | $24,366.49 | ||||||
4016-1-0I |
PILE POINTS | EACH |
39.00 | 0006 | $78.370000 | $3,056.43 | ||||||
4012-1-0I |
STEEL, STRUCTURAL | LB |
835,639.00 | 0018 | $1.000210 | $835,814.48 | ||||||
2039-1-0I |
GDRAIL GALV AW .109 | LF |
1,587.50 | 0029 | $9.842000 | $15,624.18 | ||||||
2040-1-0I |
GUARDRAIL, POST STE | EACH |
2,687.50 | 0029 | $10.514500 | $28,257.71 | ||||||
2065-1-0A |
PILES | LF |
465.11 | 0020 | $61.185060 | $-28,457.78 | ||||||
2064-1-0A |
PILES | LF |
940.01 | 0021 | $117.216260 | $-110,184.46 | ||||||
2065-1-0A |
PILES | LF |
417.15 | 0021 | $61.185060 | $-25,523.35 | ||||||
2064-1-0A |
PILES | LF |
251.63 | 0022 | $117.216260 | $-29,495.13 | ||||||
4010-1-0A |
PILES | LF |
418.44 | 0026 | $21.700000 | $-9,080.15 | ||||||
4010-1-0A |
PILES | LF |
374.22 | 0030 | $21.700000 | $-8,120.75 | ||||||
4016-1-0A |
PILE POINTS | EACH |
21.00 | 0030 | $78.370000 | $-1,645.77 | ||||||
| SUBTOT | $888,772.92 |
|||||||||||