|
Report_Id: 141209 Est NO 0036 |
Date:04/05/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 141209 | Estimate Number | 0036 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Back, Chris D. | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/27/2021 TO 03/12/2021 | ||||||
| Date Approved | 03/22/2021 | ||||||
| Primary Proj Number | DE09500301409 | ||||||
| Project No. | STP BRO 0302 (018) | ||||||
| Primary County | OWSLEY | ||||||
| Name of Road | KENNETH BARRETT ROAD (KY 30) | ||||||
| Description | KENNETH BARRETT ROAD (KY 30) | ||||||
| Date Let | 09/26/2014 | Formal Acceptance | 10/10/2016 | ||||
| Date Awarded | 10/23/2014 | Date Work Began | 01/15/2015 | ||||
| Date Contract Executed | 12/11/2014 | Open To Traffic | 10/10/2016 | ||||
| Date NTP Issued | 12/11/2014 | Actual Completion Date | 10/10/2016 | ||||
| Current Contract Amount | $3,745,044.12 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $3,916,594.89 |
Total Earnings | $3,419,790.28 |
$3,382,676.16 |
$37,114.12 |
|
| Percent Complete | 91.32 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $325,253.84 |
Gross Earnings | $3,419,790.28 |
$3,382,676.16 |
$37,114.12 |
|
| Total Change Orders | $-171,550.77 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,419,790.28 |
$3,382,676.16 |
$37,114.12 |
|||
| Contract Id | 141209 | Change Order Summary |
County | OWSLEY | ||||||
| Estimate Nbr | 0036 | Project Number | STP BRO 0302 (018) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 02/27/2021 TO 03/12/2021 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Slope revisions and Stabilizations | Approved | 03/09/2017 | $133,735.53 | 0.0 | |||||
| 002 | Value Engineering | Approved | 06/03/2019 | $-305,286.30 | 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 |
||
| Contract Id | 141209 | COMMONWEALTH OF KENTUCKY |
County | OWSLEY | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09500301409 | ||||||
| Estimate Nbr | 0036 | Period | 02/27/2021 TO 03/12/2021 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | ||||||||
| 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 | |
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0001 PAVING | |||||||
| 0001 | DGA BASE | 00001 | TON | 9,245.00 | 6,153.950 | 6,603.360 | 6,603.360 | 24.00 | 158,480.64 | |||
| 0002 | CEMENT STABILIZED ROADBED | 00008 | SQYD | 11,659.00 | 0.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0003 | TRAFFIC BOUND BASE | 00020 | TON | 60.00 | 60.000 | 381.210 | 381.210 | 25.00 | 9,530.25 | |||
| 0004 | ASPHALT SEAL AGGREGATE | 00100 | TON | 62.00 | 40.840 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0005 | ASPHALT SEAL COAT | 00103 | TON | 7.37 | 4.840 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0006 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 7,324.00 | 0.000 | 0.000 | 0.000 | 87.10 | 0.00 | |||
| 0007 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 1,664.00 | 1,152.150 | 76.540 | 76.540 | 90.00 | 6,888.60 | |||
| 0008 | ASPHALT CURING SEAL | 00358 | TON | 12.00 | 0.000 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 0009 | CEMENT | 02542 | TON | 222.00 | 0.000 | 0.000 | 0.000 | 142.00 | 0.00 | |||
| 0010 | SAND FOR BLOTTER | 02702 | TON | 30.00 | 0.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 8008 | CL2 ASPH BASE 1.00D PG64-22 Revised unit price per VECP agreement | 00212 | TON | 0.00 | 4,870.190 | 4,291.810 | 4,291.810 | 89.91 | 385,876.63 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0002 ROADWAY | |||||||
| 0011 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 218.00 | 2,293.000 | 5,728.000 | 5,728.000 | 28.00 | 160,384.00 | |||
| 0012 | PERFORATED PIPE-4 IN | 01000 | LF | 549.00 | 349.000 | 580.000 | 0.000 | 580.000 | 19.00 | 11,020.00 | 11,020.00 | |
| 0013 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 100.00 | 50.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0014 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 8.00 | 7.000 | 4.000 | 4.000 | 370.00 | 1,480.00 | |||
| 0015 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 122.00 | 122.000 | 97.000 | 97.000 | 37.90 | 3,676.30 | |||
| 0016 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 50.00 | 37.000 | 50.000 | 50.000 | 5.00 | 250.00 | |||
| 0017 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 5.000 | 5.000 | 275.00 | 1,375.00 | |||
| 0018 | PAVED DITCH TYPE 1 | 02157 | SQYD | 220.00 | 66.000 | 0.000 | 0.000 | 87.17 | 0.00 | |||
| 0019 | TEMP DITCH | 02159 | LF | 4,550.00 | 4,550.000 | 1,100.000 | 1,100.000 | 0.01 | 11.00 | |||
| 0020 | ROADWAY EXCAVATION | 02200 | CUYD | 212,931.10 | 212,931.100 | 214,744.780 | 214,744.780 | 3.64 | 781,670.99 | |||
| 0021 | WATER (FOR DUST CONTROL) | 02242 | MGAL | 513.60 | 513.600 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0022 | FENCE-TEMP | 02259 | LF | 510.00 | 510.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0023 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 2,662.50 | 2,012.500 | 2,076.250 | 2,076.250 | 15.50 | 32,181.87 | |||
| 0024 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 3.000 | 5.000 | 5.000 | 50.00 | 250.00 | |||
| 0025 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 2,500.00 | 10,000.00 | |||
| 0026 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 7.00 | 5.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 0027 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,000.00 | 1,000.00 | |||
| 0028 | REMOVE GUARDRAIL | 02381 | LF | 875.00 | 875.000 | 100.000 | 100.000 | 3.00 | 300.00 | |||
| 0029 | TEMP GUARDRAIL | 02397 | LF | 262.50 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 42.00 | 24.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0031 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0032 | WITNESS POST | 02432 | EACH | 7.00 | 5.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0033 | CHANNEL LINING CLASS II | 02483 | TON | 801.00 | 134.000 | 1,325.280 | 1,325.280 | 26.00 | 34,457.28 | |||
| 0034 | CHANNEL LINING CLASS III | 02484 | TON | 2,820.00 | 2,384.000 | 1,003.620 | 2,644.740 | 3,648.360 | 26.00 | 26,094.12 | 94,857.36 | |
| 0035 | CLEARING AND GRUBBING (APPROXIMATELY 35 ACRES) | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 101,000.00 | 101,000.00 | |||
| 0036 | CONCRETE-CLASS B | 02555 | CUYD | 49.00 | 49.000 | 0.000 | 0.000 | 263.00 | 0.00 | |||
| 0037 | TEMPORARY SIGNS | 02562 | SQFT | 1,359.00 | 1,249.000 | 827.440 | 827.440 | 10.00 | 8,274.40 | |||
| 0038 | EDGE KEY | 02585 | LF | 130.00 | 92.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0039 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 500.00 | 8,800.000 | 2,768.000 | 2,768.000 | 2.50 | 6,920.00 | |||
| 0040 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 35,000.00 | 35,000.00 | |||
| 0041 | DIVERSIONS (BY-PASS DETOURS) (WEST DIVERSION) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 22,000.00 | 22,000.00 | |||
| 0042 | DIVERSIONS (BY-PASS DETOURS) (EAST DIVERSION) | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0043 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 0044 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 714.00 | 679.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0045 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 4,429.00 | 2,657.500 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0046 | TEMP SILT FENCE | 02701 | LF | 5,600.00 | 5,112.000 | 2,571.000 | 2,571.000 | 2.00 | 5,142.00 | |||
| 0047 | SILT TRAP TYPE A | 02703 | EACH | 18.00 | 18.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0048 | SILT TRAP TYPE B | 02704 | EACH | 18.00 | 18.000 | 7.000 | 7.000 | 100.00 | 700.00 | |||
| 0049 | SILT TRAP TYPE C | 02705 | EACH | 18.00 | 18.000 | 1.000 | 1.000 | 100.00 | 100.00 | |||
| 0050 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0051 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0052 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 54.00 | 54.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0053 | CLEAN TEMP SILT FENCE | 02709 | LF | 5,600.00 | 5,600.000 | 500.000 | 500.000 | 0.10 | 50.00 | |||
| 0054 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 38,000.00 | 38,000.00 | |||
| 0055 | EROSION CONTROL BLANKET | 05950 | SQYD | 28,743.00 | 28,665.000 | 28,971.500 | 28,971.500 | 1.30 | 37,662.95 | |||
| 0056 | TEMP MULCH | 05952 | SQYD | 27,024.00 | 24,619.000 | 45,584.440 | 45,584.440 | 0.12 | 5,470.13 | |||
| 0057 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 27,024.00 | 24,619.000 | 4,444.440 | 4,444.440 | 0.20 | 888.88 | |||
| 0058 | INITIAL FERTILIZER | 05963 | TON | 2.50 | 2.500 | 2.500 | 2.500 | 800.00 | 2,000.00 | |||
| 0059 | 20-10-10 FERTILIZER | 05964 | TON | 1.40 | 1.400 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0060 | SEEDING AND PROTECTION | 05985 | SQYD | 27,024.00 | 24,619.000 | 50,611.500 | 50,611.500 | 0.40 | 20,244.60 | |||
| 0061 | AGRICULTURAL LIMESTONE | 05992 | TON | 17.00 | 17.000 | 0.160 | 0.160 | 150.00 | 24.00 | |||
| 0062 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 26,572.00 | 25,062.000 | 11,990.000 | 11,990.000 | 0.22 | 2,637.80 | |||
| 0063 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 17,885.00 | 12,567.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0064 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 141.00 | 117.000 | 12.000 | 12.000 | 15.00 | 180.00 | |||
| 0065 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 441.00 | 441.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0066 | FUEL ADJUSTMENT | 10020NS | DOLL | 51,043.00 | 51,043.000 | -73,953.200 | -73,953.200 | 1.00 | -73,953.20 | |||
| 0067 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 21,653.00 | 21,653.000 | -39,366.940 | -39,366.940 | 1.00 | -39,366.94 | |||
| 0068 | RIPARIAN ZONE SEEDING | 20368ES724 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0069 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 2,054.00 | 1,349.000 | 0.000 | 0.000 | 1.70 | 0.00 | |||
| 0070 | FLUME INLET TY 2-MOD | 22045NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,543.00 | 0.00 | |||
| 0071 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 2,119.00 | 1,415.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 0072 | ENHANCED SILT TRAP | 23542EC | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0073 | R/W MONUMENT TYPE 3 | 24540 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 8001 | ROADWAY EXCAVATION-SPECIAL This line item to include excavation for Slide @ left 127+50 | 22978EN | CUYD | 0.00 | 975.000 | 975.000 | 975.000 | 9.75 | 9,506.25 | |||
| 8002 | ROADWAY EXCAVATION-SPECIAL This item to include slide excavation @ left 129+50 | 22978EN | CUYD | 0.00 | 1,050.000 | 1,050.000 | 1,050.000 | 6.50 | 6,825.00 | |||
| 8003 | ROADWAY EXCAVATION-SPECIAL This line item to include Slope Stbilization @ right 127+00 | 22978EN | CUYD | 0.00 | 3,865.000 | 3,865.000 | 3,865.000 | 6.65 | 25,702.25 | |||
| 8004 | CHANNEL LINING CLASS II This line item to include all rock placed in Slides | 02483 | TON | 0.00 | 1,158.000 | 1,158.000 | 1,158.000 | 42.00 | 48,636.00 | |||
| 8005 | CLEARING AND GRUBBING This item to include all building demo and clearing | 02545 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 8006 | RETAINING WALL- MODULAR CONCRETE Item is for removal and replacement of existing | 21496ED | SQFT | 0.00 | 500.250 | 500.250 | 500.250 | 64.10 | 32,066.02 | |||
| 8007 | REIMBURSEMENT VECP Waterline unused materials | 10299N | DOLL | 0.00 | 23,272.760 | 23,272.760 | 23,272.760 | 1.00 | 23,272.76 | |||
| 8009 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 184,848.800 | 184,848.800 | 184,848.800 | 1.00 | 184,848.80 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0003 DRAINAGE | |||||||
| 0074 | ENTRANCE PIPE-15 IN | 00440 | LF | 163.00 | 163.000 | 87.000 | 87.000 | 37.00 | 3,219.00 | |||
| 0075 | ENTRANCE PIPE-18 IN | 00441 | LF | 106.00 | 0.000 | 0.000 | 0.000 | 44.00 | 0.00 | |||
| 0076 | ENTRANCE PIPE-24 IN | 00443 | LF | 81.00 | 53.000 | 160.000 | 160.000 | 53.00 | 8,480.00 | |||
| 0077 | ENTRANCE PIPE-24 IN EQUIV | 00452 | LF | 28.00 | 28.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 0078 | CULVERT PIPE-18 IN | 00462 | LF | 60.00 | 60.000 | 60.000 | 60.000 | 52.00 | 3,120.00 | |||
| 0079 | CULVERT PIPE-24 IN | 00464 | LF | 183.00 | 183.000 | 128.000 | 128.000 | 64.00 | 8,192.00 | |||
| 0080 | CULVERT PIPE-36 IN | 00468 | LF | 122.00 | 122.000 | 120.000 | 120.000 | 101.00 | 12,120.00 | |||
| 0081 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 850.00 | 850.00 | |||
| 0082 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,000.00 | 2,000.00 | |||
| 0083 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 850.00 | 0.00 | |||
| 0084 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0085 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| 0086 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 2,900.00 | 14,500.00 | |||
| 0087 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 6,400.00 | 0.00 | |||
| 0088 | DROP BOX INLET TYPE 1 | 01490 | EACH | 1.00 | 0.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0089 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 0.000 | 1.000 | 1.000 | 3,600.00 | 3,600.00 | |||
| 0090 | DROP BOX INLET TYPE 3 | 01496 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| 0091 | DROP BOX INLET TYPE 10 | 01541 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,700.00 | 2,700.00 | |||
| 0092 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 1,163.00 | 1,058.000 | 446.000 | 446.000 | 2.00 | 892.00 | |||
| 0093 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 365.00 | 243.000 | 221.600 | 221.600 | 3.00 | 664.80 | |||
| 0094 | HEADWALL (METAL END SECTION TY-1 24" EQUIVALENT | 24575ES610 | EACH | 2.00 | 0.000 | 2.000 | 2.000 | 1,800.00 | 3,600.00 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0004 BOX CULVERT 12' X 5' (STATION 46+18.90) | |||||||
| 0095 | STRUCTURE EXCAV-SOLID ROCK (DRAWING 26916) | 08002 | CUYD | 13.00 | 13.000 | 155.562 | 155.562 | 48.71 | 7,577.42 | |||
| 0096 | FOUNDATION PREPARATION (DRAWING 26916) | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0097 | CONCRETE-CLASS A (DRAWING 26916) | 08100 | CUYD | 126.90 | 126.900 | 133.205 | 133.205 | 752.70 | 100,263.40 | |||
| 0098 | STEEL REINFORCEMENT (DRAWING 26916) | 08150 | LB | 16,066.00 | 16,066.000 | 16,066.000 | 16,066.000 | 1.01 | 16,226.66 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0005 BRIDGE - PRECAST PCI TYPE 8 (STATION 111+05) | |||||||
| 0099 | STRUCTURE GRANULAR BACKFILL (DRAWING 26724) | 02231 | CUYD | 476.00 | 476.000 | 129.280 | 129.280 | 43.96 | 5,683.14 | |||
| 0100 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0101 | MASONRY COATING (DRAWING 26724) | 02998 | SQYD | 718.00 | 718.000 | 718.000 | 718.000 | 12.02 | 8,630.36 | |||
| 0102 | ARMORED EDGE FOR CONCRETE (DRAWING 26724) | 03299 | LF | 99.10 | 99.100 | 99.100 | 99.100 | 120.13 | 11,904.88 | |||
| 0103 | CYCLOPEAN STONE RIP RAP (DRAWING 26724) | 08019 | TON | 703.00 | 703.000 | 155.100 | 155.100 | 35.67 | 5,532.41 | |||
| 0104 | CRUSHED AGGREGATE SLOPE PROT (DRAWING 26724) | 08020 | TON | 93.00 | 93.000 | 0.000 | 0.000 | 35.67 | 0.00 | |||
| 0105 | TEST PILES (DRAWING 26724) | 08033 | LF | 38.00 | 38.000 | 38.000 | 38.000 | 56.00 | 2,128.00 | |||
| 0106 | PILES-STEEL HP12X53 (DRAWING 26724) | 08046 | LF | 360.00 | 360.000 | 380.694 | 380.694 | 56.00 | 21,318.86 | |||
| 0107 | PILE POINTS-12 IN (DRAWING 26724) | 08094 | EACH | 22.00 | 22.000 | 22.000 | 22.000 | 115.00 | 2,530.00 | |||
| 0108 | CONCRETE-CLASS A (DRAWING 26724) | 08100 | CUYD | 57.90 | 57.900 | 57.900 | 57.900 | 815.00 | 47,188.50 | |||
| 0109 | CONCRETE-CLASS AA (DRAWING 26724) | 08104 | CUYD | 276.30 | 276.300 | 275.000 | 275.000 | 618.00 | 169,950.00 | |||
| 0110 | STEEL REINFORCEMENT-EPOXY COATED (DRAWING 26724) | 08151 | LB | 68,141.00 | 68,141.000 | 68,141.000 | 68,141.000 | 1.14 | 77,680.74 | |||
| 0111 | PRECAST PC I BEAM TYPE 8 (DRAWING 26724) | 08638 | LF | 564.00 | 564.000 | 564.000 | 564.000 | 340.00 | 191,760.00 | |||
| 0112 | RAIL SYSTEM TYPE III (DRAWING 26724) | 21532ED | LF | 287.10 | 287.100 | 287.100 | 287.100 | 162.00 | 46,510.20 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0006 WATERLINE UTILITY RELOCATION | |||||||
| 0113 | FIRE HYDRANT | 02606 | EACH | 4.00 | 3.000 | 2.000 | 2.000 | 3,825.00 | 7,650.00 | |||
| 0114 | PVC PIPE-6 IN | 03385 | LF | 4,740.00 | 3,490.000 | 3,443.000 | 3,443.000 | 26.00 | 89,518.00 | |||
| 0115 | AIR RELEASE VALVE | 03495 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 725.00 | 1,450.00 | |||
| 0116 | GATE VALVE-6 IN | 03526 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 875.00 | 5,250.00 | |||
| 0117 | CONNECT TO SERVICE | 20083NN | EACH | 10.00 | 10.000 | 8.000 | 8.000 | 440.00 | 3,520.00 | |||
| 0118 | SERVICE LINE-3/4 IN | 20311EC | LF | 130.00 | 130.000 | 333.000 | 333.000 | 27.00 | 8,991.00 | |||
| 0119 | CONNECT TO 6 IN | 20559NC | EACH | 2.00 | 1.000 | 1.000 | 1.000 | 1,300.00 | 1,300.00 | |||
| 0120 | WET TAP 6 IN | 20769ND | EACH | 5.00 | 3.000 | 4.000 | 4.000 | 3,150.00 | 12,600.00 | |||
| 0121 | SERVICE LINE - 1 IN | 21558EC | LF | 280.00 | 130.000 | 573.000 | 573.000 | 20.00 | 11,460.00 | |||
| 0122 | OPEN CUT W/ PVC ENCASEMENT | 21787ED | LF | 358.00 | 48.000 | 75.000 | 75.000 | 55.00 | 4,125.00 | |||
| 0123 | OPEN CUT W/ STEEL ENCASEMENT | 21788ED | LF | 187.00 | 187.000 | 97.000 | 97.000 | 79.00 | 7,663.00 | |||
| 0124 | DEAD CAP | 21810NN | EACH | 5.00 | 3.000 | 2.000 | 2.000 | 300.00 | 600.00 | |||
| 0125 | DIRECTIONAL BORE | 22668EN | LF | 120.00 | 50.000 | 150.000 | 150.000 | 106.00 | 15,900.00 | |||
| 0126 | CONNECT TO 2 IN | 22871NN | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 835.00 | 835.00 | |||
| 0127 | POLYETHYLENE PIPE-8 IN | 23046EN | LF | 140.00 | 140.000 | 500.000 | 500.000 | 31.00 | 15,500.00 | |||
| 0128 | BORE AND JACK PIPE-10 IN | 24149EC | LF | 140.00 | 140.000 | 0.000 | 0.000 | 91.00 | 0.00 | |||
| 0129 | BYPASS METER ASSEMBLY | 24482ED | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 650.00 | 650.00 | |||
| 0130 | METER AND BOX | 24483ED | EACH | 10.00 | 7.000 | 7.000 | 7.000 | 690.00 | 4,830.00 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0007 SIGNING | |||||||
| 0131 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 240.70 | 212.800 | 220.380 | 220.380 | 15.00 | 3,305.70 | |||
| 0132 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 69.50 | 52.500 | 33.000 | 33.000 | 17.00 | 561.00 | |||
| 0133 | STEEL POST TYPE 1 | 06410 | LF | 540.00 | 480.000 | 707.000 | 707.000 | 8.00 | 5,656.00 | |||
| 0134 | BARCODE SIGN INVENTORY | 24631EC | EACH | 65.00 | 57.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0008 DEMOBILIZATION AND MOBILIZATION | |||||||
| 0135 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 153,000.00 | 153,000.00 | |||
| 0136 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 54,550.00 | 40,912.50 | |||
| Project | DE09500301409 | Fed/State Project Number | STP BRO 0302 (018) | Category | 0009 TRAINEES | |||||||
| 0137 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS B OPERATOR | 02742 | HOUR | 1,400.00 | 1,400.000 | 69.000 | 69.000 | 1.00 | 69.00 | |||
| SUBTOT | $37,114.12 |
$3,419,790.25 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0113-1-0I |
UTILITY INCIDENTAL | EACH |
4.00 | 0002 | $1700.000000 | $6,800.00 | ||||||
0114-1-0I |
UTILITY INCIDENTAL | EACH |
17,291.17 | 0002 | $1.000000 | $17,291.17 | ||||||
0116-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0002 | $522.550000 | $2,612.75 | ||||||
0120-1-0I |
UTILITY INCIDENTAL | EACH |
5.00 | 0002 | $566.280000 | $2,831.40 | ||||||
0122-1-0I |
PVC CONDUIT | LF |
358.00 | 0002 | $5.220000 | $1,868.76 | ||||||
0123-1-0I |
PIPE, STEEL ENCASEME | LF |
187.00 | 0002 | $17.400000 | $3,253.80 | ||||||
0098-1-0I |
STEEL REINUN 615GR40 | LB |
16,884.00 | 0014 | $0.497600 | $8,401.47 | ||||||
0110-1-0I |
STEEL, REINEPCOATED | LB |
12,325.00 | 0014 | $0.573900 | $7,073.32 | ||||||
0111-1-0I |
I BEAM, TYPE 8 | LF |
564.00 | 0016 | $246.450000 | $138,997.80 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
353.00 | 0002 | $1.000000 | $-353.00 | ||||||
0120-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0002 | $566.280000 | $-1,132.56 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
840.00 | 0010 | $1.000000 | $-840.00 | ||||||
0116-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0010 | $522.550000 | $-522.55 | ||||||
0123-1-0A |
PIPE, STEEL ENCASEME | LF |
72.00 | 0010 | $17.400000 | $-1,252.80 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
314.00 | 0011 | $1.000000 | $-314.00 | ||||||
0116-1-0A |
UTILITY INCIDENTAL | EACH |
3.00 | 0011 | $522.550000 | $-1,567.65 | ||||||
0123-1-0A |
PIPE, STEEL ENCASEME | LF |
25.00 | 0011 | $17.400000 | $-435.00 | ||||||
0113-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0012 | $1700.000000 | $-3,400.00 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
435.00 | 0012 | $1.000000 | $-435.00 | ||||||
0120-1-0A |
UTILITY INCIDENTAL | EACH |
2.00 | 0012 | $566.280000 | $-1,132.56 | ||||||
0110-1-0A |
STEEL, REINEPCOATED | LB |
12,254.00 | 0015 | $0.573900 | $-7,032.57 | ||||||
0111-1-0A |
I BEAM, TYPE 8 | LF |
564.00 | 0017 | $246.450000 | $-138,997.80 | ||||||
0110-1-0A |
STEEL, REINEPCOATED | LB |
71.00 | 0018 | $0.573900 | $-40.75 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
394.00 | 0023 | $1.000000 | $-394.00 | ||||||
0098-1-0A |
STEEL REINUN 615GR40 | LB |
10,000.00 | 0025 | $0.497600 | $-4,976.00 | ||||||
0098-1-0A |
STEEL REINUN 615GR40 | LB |
6,066.00 | 0026 | $0.497600 | $-3,018.44 | ||||||
0114-1-0A |
UTILITY INCIDENTAL | EACH |
167.00 | 0027 | $1.000000 | $-167.00 | ||||||
0116-1-0A |
UTILITY INCIDENTAL | EACH |
1.00 | 0027 | $522.550000 | $-522.55 | ||||||
0122-1-0A |
PVC CONDUIT | LF |
75.00 | 0027 | $5.220000 | $-391.50 | ||||||
0098-10C |
STEEL REINUN 615GR40 | LB |
0.00 | 0033 | $0.497600 | $-407.03 | ||||||
0113-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0033 | $1700.000000 | $-3,400.00 | ||||||
0114-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0033 | $1.000000 | $-14,788.17 | ||||||
0120-10C |
UTILITY INCIDENTAL | EACH |
0.00 | 0033 | $566.280000 | $-566.28 | ||||||
0122-10C |
PVC CONDUIT | LF |
0.00 | 0033 | $5.220000 | $-1,477.26 | ||||||
0123-10C |
PIPE, STEEL ENCASEME | LF |
0.00 | 0033 | $17.400000 | $-1,566.00 | ||||||
| SUBTOT | $0.00 |
|||||||||||