Contract ID: | 090662 | Estimate Number: | 0044 | Contract No: | 510850 | |||
Residency: | CRAIG & KEITHLINE, INC. (08007) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | STP-157A(066)IG, STP-157A(067)IG | ||||||||||||
Primary Job Piece No: | 22146(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, BRIDGE AND TRAFFIC SIGNALS GILCREASE EXPRESSWAY: FROM NORTH 41ST WEST AVENUE TO L.L. TISDALE PARKWAY. PROJECT LENGTH = 0.749 MILES. | ||||||||||||
Primary County: | OSAGE | ||||||||||||
Name of Road: | GILCREASE EXPRESSWAY | ||||||||||||
Prime Contractor: | PLAINS BRIDGE CONTR./TREAS CONST./UNITED GENERAL CONTR.,INC. | ||||||||||||
1105 FIRST PLACE BLVD. | |||||||||||||
YUKON , OK 73099 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 12/17/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 08/01/2012 TO 02/15/2016 |
Date Awarded: | 01/11/2010 | Date Work Began: | 03/01/2010 | Original Contract Time: | 420 |
Date Contract Executed: | 01/22/2010 | Date Time Stopped: | 12/04/2015 | Current Time Charged: | 2105.00 |
Date NTP Issued: | 02/02/2010 | Completion Date: | 12/04/2015 | Current Time Allowed: | 2094.00 |
General Liability Expires: | 04/15/2013 | Workman's Comp Expires: | 06/30/2013 | Percent Time Used: | 100.53 % |
Specification Year: | 1999 | Date Approved: | 03/02/2016 | ||
Bid Amount: | $13,091,185.86 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $13,250,854.68 | Participating: | $13,224,587.02 | $13,099,399.36 | $125,187.66 | ||
Percent Complete: | 99.91 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $11,510.44 | Total Earnings: | $13,224,587.02 | $13,099,399.36 | $125,187.66 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $13,224,587.02 | $13,099,399.36 | $125,187.66 | ||||
Other Adjustments: | $36,757.22 | $39,374.20 | $-2,616.98 | ||||
Liq Dam/Disincentive: | $-22,000.00 | $-22,000.00 | $0.00 | ||||
TOTAL: | $13,239,344.24 | $13,116,773.56 | $122,570.68 |
Contract ID: | 090662 | Estimate Number: | 0044 | Primary JP: | 22146(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds Warning Lights (Type A) to the contract. | Approved | 08/04/2010 | 0.0 | $8,100.00 |
002 | Pay items associated with Revision of Plan Sheet 63 | Approved | 10/03/2011 | 30.0 | $57,219.82 |
003 | Boring a portion of Str. S-61 under oil production lines | Approved | 10/03/2011 | 30.0 | $52,063.00 |
004 | Retaining wall for Oil Well No. 4 | Approved | 08/11/2011 | 15.0 | $17,300.00 |
005 | Requests additional funding for overrunning existing item. | Approved | 01/04/2016 | 0.0 | $24,986.00 |
006 | Changes ride spec. on Osage Road | Approved | 10/15/2012 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Initial Payment | 0006 | $103,218.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0033 | $-28,518.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0034 | $-9,428.80 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0021 | $-12,408.50 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Closure | 0037 | $-22,119.50 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0017 | $-8,466.00 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0032 | $-18,957.20 |
22146(04) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0025 | $-3,320.00 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Initial Payment | 0010 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Initial Payment | 0008 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 0008 | $-26,233.55 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Closure | 0009 | $-26,250.25 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-52,483.80 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Closure | 0010 | $-44,853.64 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Adjustment | 0009 | $-20,878.34 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Initial Payment | 0009 | $65,731.98 |
22146(04) | 0034 | north Br. A Resteel | Stockpiled Material Initial Payment | 0010 | $38,781.99 |
22146(04) | 0034 | north Br. A Resteel | Stockpiled Material Adjustment | 0010 | $-38,781.99 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Closure | 0012 | $-78,497.25 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Initial Payment | 0011 | $114,223.46 |
22146(04) | 0034 | Br. 'A' Walls, Deck, Ftg. Resteel | Stockpiled Material Adjustment | 0011 | $-35,726.21 |
22146(04) | 0034 | Br. A Reinf. Stl. | Stockpiled Material Closure | 0012 | $0.00 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Adjustment | 0012 | $-33,532.75 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Closure | 0013 | $-59,289.58 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Initial Payment | 0012 | $92,822.33 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Initial Payment | 0013 | $83,314.39 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0013 | $-34,855.43 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0014 | $-30,592.13 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Closure | 0016 | $-9,070.82 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0015 | $-8,796.01 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Closure | 0009 | $-37,403.27 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0008 | $-46,593.51 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0007 | $-21,015.71 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Initial Payment | 0006 | $137,298.47 |
22146(04) | 0042 | Bridge "B" reinforcing steel | Stockpiled Material Adjustment | 0006 | $-32,285.98 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Initial Payment | 0009 | $74,775.92 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Adjustment | 0009 | $-29,495.54 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Adjustment | 0010 | $-45,280.38 |
22146(04) | 0042 | Reinforcing Steel Br. "A" | Stockpiled Material Closure | 0009 | $0.00 |
22146(05) | 0009 | Stockpiled Material Initial Payment | 0027 | $186,240.00 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0037 | $-42,282.50 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0038 | $-9,113.92 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0036 | $-58,284.39 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0035 | $-24,807.75 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0034 | $-25,084.20 | |
22146(05) | 0009 | Stockpiled Material Adjustment | 0033 | $-26,667.24 | |
22146(05) | 0018 | separator fabric | Stockpiled Material Initial Payment | 0035 | $15,217.10 |
22146(05) | 0018 | separator fabric | Stockpiled Material Adjustment | 0035 | $-9,152.30 |
22146(05) | 0018 | separator fabric | Stockpiled Material Adjustment | 0036 | $-6,064.80 |
22146(05) | 0067 | 30" RCP | Stockpiled Material Initial Payment | 0013 | $4,860.00 |
22146(05) | 0067 | 30" RCP | Stockpiled Material Adjustment | 0014 | $-4,860.00 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0033 | $-156.60 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0029 | $-5,011.20 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Initial Payment | 0029 | $5,011.20 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Adjustment | 0031 | $-4,854.60 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Initial Payment | 0030 | $5,011.20 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Closure | 0035 | $-16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Initial Payment | 0030 | $16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Initial Payment | 0029 | $16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Adjustment | 0029 | $-16,893.76 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Initial Payment | 0030 | $4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Initial Payment | 0029 | $4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Adjustment | 0029 | $-4,336.64 |
22146(05) | 0070 | 48" RCP | Stockpiled Material Closure | 0035 | $-4,336.64 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0034 | --13 | $2,000.00 | $-26,000.00 |
System Application of Liquidated Damages | 0036 | --8.0 | $2,000.00 | $-16,000.00 |
System Application of Liquidated Damages | 0037 | --15 | $2,000.00 | $-30,000.00 |
System Application of Liquidated Damages | 0038 | -36.0 | $2,000.00 | $72,000.00 |
System Application of Liquidated Damages | 0040 | --11 | $2,000.00 | $-22,000.00 | Subtotals For Liquidated Damages | $-22,000.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0044 | $-2,633.72 | Subtotals For Contract Adjustments | $-2,633.72 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
22146(05) | 0002 | UNCLASSIFIED EXCAVATION | * Missing Material Certification | 0035 | 0.00 | $0.00 | $-10,000.00 |
22146(05) | 0002 | UNCLASSIFIED EXCAVATION | * Missing Material Certification | 0036 | 0.00 | $0.00 | $10,000.00 |
22146(04) | 0019 | MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -3.00 | $1,836.00 | $-5,508.00 |
22146(04) | 0019 | MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 3.00 | $1,836.00 | $5,508.00 |
22146(04) | 0020 | MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -1.00 | $3,570.00 | $-3,570.00 |
22146(04) | 0020 | MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 1.00 | $3,570.00 | $3,570.00 |
22146(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 4,318.00 | $6.65 | $28,749.46 |
22146(05) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0044 | -18.96 | $-0.88 | $16.74 |
22146(04) | 0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -42.00 | $204.00 | $-8,568.00 |
22146(04) | 0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 42.00 | $204.00 | $8,568.00 |
22146(05) | 0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 1,420.43 | $7.60 | $10,808.34 |
22146(04) | 0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0008 | -13.00 | $357.00 | $-4,641.00 |
22146(04) | 0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | * Material Discrepancy Adjustments | 0009 | 13.00 | $357.00 | $4,641.00 |
22146(04) | 0033 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $-183.60 | Subtotals For Line Item Adjustments | $39,390.94 | * = User applied Line Item Adjustments |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 090662 | Estimate Number: | 0044 | Primary JP: | 22146(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0100/ROADWAY STP-157A(066)IG | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $15,810.00 | $0.00 | $15,810.00 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 704.000 | 704.000 | 108.000 | $9.13 | $0.00 | $986.04 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,776.000 | 3,776.000 | 3,776.000 | $1.83 | $0.00 | $6,910.08 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 43,024.000 | 43,024.000 | 12,855.360 | 55,879.360 | $1.15 | $14,783.66 | $64,261.26 |
0005 | MULCH SODDING | 230(B) 2807 | SY | 14,203.000 | 14,203.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0006 | SEEDING METHOD B | 232(B) 2814 | AC | 8.190 | 8.190 | 0.000 | $599.98 | $0.00 | $0.00 | |
0007 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 5.250 | 5.250 | 0.000 | $457.98 | $0.00 | $0.00 | |
0008 | MOWING | 241 2832 | AC | 18.000 | 18.000 | 0.000 | $49.98 | $0.00 | $0.00 | |
0009 | TRAFFIC BOUND SURFACE COURSE TYPE C | 403(C) 0221 | TON | 777.000 | 777.000 | 0.040 | 739.430 | $15.85 | $0.63 | $11,719.96 |
0010 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $12,240.00 | $0.00 | $12,240.00 | |
0011 | REMOVAL OF FENCE | 619(B) 4725 | LF | 9,999.000 | 9,999.000 | -299.000 | 9,700.000 | $0.51 | $-152.49 | $4,947.00 |
0012 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $5,100.00 | $0.00 | $5,100.00 | |
0013 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 60.000 | 28.960 | 28.960 | $204.00 | $5,907.84 | $5,907.84 |
0014 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 6.000 | 6.000 | $6,528.00 | $0.00 | $39,168.00 | |
0015 | FENCE-STYLE WWF | 624(A) 4281 | LF | 121.000 | 121.000 | 0.000 | $8.21 | $0.00 | $0.00 | |
0016 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 21,996.000 | 21,996.000 | 1,663.000 | 20,642.000 | $2.86 | $4,756.18 | $59,036.12 |
0017 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 12,436.000 | 12,436.000 | 926.000 | 10,697.000 | $19.99 | $18,510.74 | $213,833.03 |
Subtotals For Category 0100/ROADWAY STP-157A(066)IG | $43,806.56 | $439,919.33 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0101/SANITARY SEWER STP-157A(066)IG | ||||||||
0018 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 9,579.000 | 9,579.000 | -831.340 | 22,110.660 | $8.16 | $-6,783.73 | $180,422.99 |
0019 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 4.000 | 4.000 | 4.000 | $1,836.00 | $0.00 | $7,344.00 | |
0020 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $3,570.00 | $0.00 | $21,420.00 | |
0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 48.000 | 48.000 | -0.270 | 47.730 | $204.00 | $-55.08 | $9,736.92 |
0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 88.000 | 88.000 | -0.090 | 87.910 | $357.00 | $-32.13 | $31,383.87 |
0023 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 1,082.000 | 1,082.000 | 1,082.000 | $102.00 | $0.00 | $110,364.00 | |
0024 | 30" WELDED STEEL CONDUIT (TRENCHED) | 616 0192 | LF | 972.000 | 972.000 | 972.000 | $153.00 | $0.00 | $148,716.00 | |
0025 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 1,109.000 | 1,109.000 | 1,109.000 | $102.00 | $0.00 | $113,118.00 | |
0026 | 16" DUCTILE IRON PIPE | 616(A) 5894 | LF | 2,172.000 | 2,172.000 | 2,172.000 | $142.80 | $0.00 | $310,161.60 | |
0027 | REMOVAL OF MANHOLES | 619(B) 4742 | EA | 9.000 | 9.000 | 1.000 | 10.000 | $510.00 | $510.00 | $5,100.00 |
0028 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 2,934.000 | 2,934.000 | 2,934.000 | $10.20 | $0.00 | $29,926.80 | |
Subtotals For Category 0101/SANITARY SEWER STP-157A(066)IG | $-6,360.94 | $967,694.18 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0200/BRIDGE 'A' STP-157A(066)IG | ||||||||
0029 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 64,721.000 | 64,721.000 | -551.810 | 60,933.190 | $3.06 | $-1,688.54 | $186,455.56 |
0030 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 2,000.000 | 2,000.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0031 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 1,760.000 | 1,760.000 | 34.300 | 1,760.000 | $15.30 | $524.79 | $26,928.00 |
0032 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 1,057.000 | 1,057.000 | 960.400 | 960.400 | $10.20 | $9,796.08 | $9,796.08 |
0033 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,044.000 | 4,044.000 | -56.390 | 4,037.090 | $244.80 | $-13,804.27 | $988,279.64 |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 853,775.000 | 853,775.000 | 55.550 | 853,830.550 | $0.71 | $39.44 | $606,219.69 |
0035 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 678.000 | 678.000 | -1.510 | 512.240 | $28.56 | $-43.13 | $14,629.57 |
0036 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 216.000 | 216.000 | -0.870 | 204.690 | $24.48 | $-21.30 | $5,010.81 |
Subtotals For Category 0200/BRIDGE 'A' STP-157A(066)IG | $-5,196.93 | $1,837,319.35 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0210/BRIDGE 'B' STP-157A(066)IG | ||||||||
0037 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 4,402.000 | 4,402.000 | 390.090 | 5,383.580 | $3.06 | $1,193.68 | $16,473.77 |
0038 | UNCLASSIFIED BORROW | 202(C) 1302 | CY | 2,000.000 | 2,000.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0039 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 2,031.000 | 2,031.000 | 59.590 | 2,031.000 | $6.12 | $364.69 | $12,429.73 |
0040 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 442.000 | 442.000 | -33.050 | 408.950 | $23.46 | $-775.35 | $9,593.97 |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,593.000 | 4,593.000 | 8.950 | 4,584.350 | $255.00 | $2,282.25 | $1,169,009.25 |
0042 | REINFORCING STEEL | 511(A) 1332 | LB | 752,128.000 | 752,128.000 | 20,064.870 | 752,189.470 | $0.68 | $13,644.11 | $511,488.83 |
0043 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 483.000 | 483.000 | 465.630 | $28.56 | $0.00 | $13,298.39 | |
0044 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 154.000 | 154.000 | 144.690 | $23.72 | $0.00 | $3,432.05 | |
Subtotals For Category 0210/BRIDGE 'B' STP-157A(066)IG | $16,709.38 | $1,735,725.99 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0300/TRAFFIC CONTROL STP-157A(066)IG | ||||||||
0045 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 360.000 | 360.000 | 360.000 | $2.04 | $0.00 | $734.40 | |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(066)IG | $0.00 | $734.40 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0301/SIGNING STP-157A(066)IG | ||||||||
0046 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 109.000 | 109.000 | 61.000 | $5.10 | $0.00 | $311.10 | |
0047 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 180.000 | 180.000 | 105.000 | $5.10 | $0.00 | $535.50 | |
0048 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 15.000 | 15.000 | 5.000 | 5.000 | $15.30 | $76.50 | $76.50 |
0049 | (PL)REMOVE & RESET LIGHT POLE | 890A/B 8744 | EA | 2.000 | 2.000 | 0.000 | $2,040.00 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING STP-157A(066)IG | $76.50 | $923.10 | ||||||||
Fed/State Project Number: STP-157A(066)IG | Project: 22146(04) | Category: 0302/TRAFFIC SIGNAL STP-157A(066)IG | ||||||||
0050 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 405.000 | 405.000 | 405.000 | $11.99 | $0.00 | $4,855.95 | |
0051 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 615.000 | 615.000 | 615.000 | $21.93 | $0.00 | $13,486.95 | |
0052 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 3.000 | $637.50 | $0.00 | $1,912.50 | |
0053 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 1.000 | $800.70 | $0.00 | $800.70 | |
0054 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 25.130 | 25.130 | 9.310 | 34.440 | $408.00 | $3,798.48 | $14,051.52 |
0055 | REINFORCING STEEL | 804(B) 2916 | LB | 3,492.000 | 3,492.000 | 2,323.800 | 5,815.800 | $1.38 | $3,206.84 | $8,025.80 |
0056 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 4.000 | 4.000 | 4.000 | $8,976.00 | $0.00 | $35,904.00 | |
0057 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $1,397.40 | $0.00 | $1,397.40 | |
0058 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 585.000 | 585.000 | 585.000 | 585.000 | $1.89 | $1,105.65 | $1,105.65 |
0059 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 800.000 | 800.000 | 0.000 | $1.02 | $0.00 | $0.00 | |
0060 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 1,500.000 | 1,500.000 | 1,500.000 | 1,500.000 | $0.87 | $1,305.00 | $1,305.00 |
0061 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $18,727.20 | $0.00 | $18,727.20 | |
0062 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $30,090.00 | $0.00 | $30,090.00 | |
0063 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 8.000 | 8.000 | 8.000 | $622.20 | $0.00 | $4,977.60 | |
0064 | 1WAY 3SEC. ADJ. SIG. HD. S-11 | 831 8270 | EA | 4.000 | 4.000 | 4.000 | $663.00 | $0.00 | $2,652.00 | |
0065 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 920.000 | 920.000 | 920.000 | $1.17 | $0.00 | $1,076.40 | |
0066 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 940.000 | 940.000 | 0.000 | $1.43 | $0.00 | $0.00 | |
0067 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 800.000 | 800.000 | 800.000 | $3.88 | $0.00 | $3,104.00 | |
0068 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 920.000 | 920.000 | 920.000 | $1.02 | $0.00 | $938.40 | |
0069 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 92.000 | 92.000 | 92.000 | $32.65 | $0.00 | $3,003.80 | |
Subtotals For Category 0302/TRAFFIC SIGNAL STP-157A(066)IG | $9,415.97 | $147,414.87 | ||||||||
Subtotals For Project STP-157A(066)IG /22146(04) | $58,450.54 | $5,129,731.22 |
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0100/ROADWAY STP-157A(067)IG | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $77,000.00 | $0.00 | $77,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,463,591.000 | 1,463,591.000 | -11,864.820 | 1,451,725.620 | $3.32 | $-39,391.20 | $4,819,729.06 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 15,000.000 | 15,000.000 | 0.000 | $0.51 | $0.00 | $0.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $96,900.00 | $0.00 | $96,900.00 | |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 16.000 | 16.000 | 16.000 | $408.00 | $0.00 | $6,528.00 | |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 216.000 | 216.000 | -275.000 | 870.000 | $9.13 | $-2,510.75 | $7,943.10 |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,312.000 | 21,312.000 | 5,977.000 | $1.83 | $0.00 | $10,937.91 | |
0008 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 40.000 | 40.000 | 30.000 | 36.000 | $86.70 | $2,601.00 | $3,121.20 |
0009 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 64,407.000 | 70,607.000 | 143.040 | 71,541.110 | $4.03 | $576.45 | $288,310.67 |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,800.000 | 14,800.000 | -12,904.230 | 335,920.880 | $1.15 | $-14,839.86 | $386,309.02 |
0011 | MULCH SODDING | 230(B) 2807 | SY | 215,435.000 | 215,435.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0012 | SEEDING METHOD A | 232(A) 2813 | AC | 14.000 | 14.000 | 0.000 | $300.90 | $0.00 | $0.00 | |
0013 | SEEDING METHOD B | 232(B) 2814 | AC | 45.000 | 45.000 | 0.000 | $559.98 | $0.00 | $0.00 | |
0014 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 45.000 | 45.000 | 0.000 | $457.98 | $0.00 | $0.00 | |
0015 | MOWING | 241 2832 | AC | 134.000 | 134.000 | 4.990 | 44.990 | $49.98 | $249.40 | $2,248.60 |
0016 | AGGREGATE BASE | 303 0192 | CY | 6,211.000 | 6,233.000 | -203.100 | 5,492.450 | $29.26 | $-5,942.71 | $160,709.07 |
0017 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,614.000 | 3,814.000 | -72.620 | 4,500.380 | $1.12 | $-81.33 | $5,040.43 |
0018 | SEPARATOR FABRIC | 325 5271 | SY | 21,447.000 | 21,447.000 | -4,063.870 | 20,493.130 | $1.33 | $-5,404.95 | $27,255.86 |
0019 | PRIME COAT | 408 5774 | GAL | 6,289.000 | 6,289.000 | 1.670 | 4,150.990 | $5.20 | $8.68 | $21,585.14 |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 5,631.000 | 5,711.000 | -18.960 | 4,299.040 | $50.62 | $-959.76 | $217,617.40 |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,609.000 | 1,634.000 | 1,420.430 | $59.30 | $0.00 | $84,231.50 | |
0022 | CLSM BACKFILL | 501(G) 6309 | CY | 25.000 | 25.000 | 0.000 | $122.40 | $0.00 | $0.00 | |
0023 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 31.000 | 43.000 | -0.440 | 41.800 | $612.00 | $-269.28 | $25,581.60 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 132.000 | 132.000 | 4.710 | 468.700 | $204.00 | $960.84 | $95,614.80 |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 5,570.000 | 6,620.000 | -24.400 | 6,595.600 | $1.53 | $-37.33 | $10,091.27 |
0026 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 143.000 | 143.000 | 112.520 | $28.56 | $0.00 | $3,213.57 | |
0027 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 49.000 | 49.000 | 25.990 | $23.46 | $0.00 | $609.73 | |
0028 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 6,845.000 | 6,845.000 | 6,566.000 | $16.39 | $0.00 | $107,616.74 | |
0029 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 1.000 | $2,467.38 | $0.00 | $2,467.38 | |
0030 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 2.000 | 2.000 | 2.000 | $3,215.04 | $0.00 | $6,430.08 | |
0031 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 1.000 | $5,157.12 | $0.00 | $5,157.12 | |
0032 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 3.000 | 2.130 | $510.00 | $0.00 | $1,086.30 | |
0033 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 15.000 | 15.000 | -0.060 | 14.150 | $510.00 | $-30.60 | $7,216.50 |
0034 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 7.000 | 7.000 | 6.940 | $612.00 | $0.00 | $4,247.28 | |
0035 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 26.000 | 26.000 | 26.000 | $357.00 | $0.00 | $9,282.00 | |
0036 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 13.000 | 13.000 | 9.000 | 13.000 | $1,701.36 | $15,312.24 | $22,117.68 |
0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 13.000 | 13.000 | 9.000 | 13.000 | $2,907.00 | $26,163.00 | $37,791.00 |
0038 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 5.000 | 5.000 | 3.000 | 4.000 | $3,508.80 | $10,526.40 | $14,035.20 |
0039 | INLET CICI DES. 3 (B-D) | 611(E) 5124 | EA | 1.000 | 1.000 | 2.000 | 2.000 | $3,570.00 | $7,140.00 | $7,140.00 |
0040 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 4.000 | 4.000 | 4.000 | $3,060.00 | $0.00 | $12,240.00 | |
0041 | INLET CDI RCB DES. 1 | 611(E) 5387 | EA | 2.000 | 2.000 | 2.000 | $2,550.00 | $0.00 | $5,100.00 | |
0042 | INLET CDI RCB DES. 6 | 611(E) 5392 | EA | 1.000 | 1.000 | 1.000 | $3,060.00 | $0.00 | $3,060.00 | |
0043 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 4.000 | 4.000 | 4.000 | $3,876.00 | $0.00 | $15,504.00 | |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 2.000 | 2.000 | 2.000 | $5,304.00 | $0.00 | $10,608.00 | |
0045 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5886 | EA | 1.000 | 1.000 | 1.000 | $5,457.00 | $0.00 | $5,457.00 | |
0046 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 1.000 | $7,854.00 | $0.00 | $7,854.00 | |
0047 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 5.000 | 5.000 | 1.000 | 5.000 | $3,060.00 | $3,060.00 | $15,300.00 |
0048 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5982 | EA | 7.000 | 7.000 | 7.000 | $3,264.00 | $0.00 | $22,848.00 | |
0049 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 3.000 | 3.000 | 3.000 | $4,488.00 | $0.00 | $13,464.00 | |
0050 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 3.000 | 4.000 | 4.000 | $1,428.00 | $0.00 | $5,712.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 11.000 | 11.000 | 10.170 | $392.70 | $0.00 | $3,993.76 | |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.000 | 16.000 | 15.040 | $428.40 | $0.00 | $6,443.13 | |
0053 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 0.430 | $408.00 | $0.00 | $175.44 | |
0054 | INLET CDI RCB DES. 1,(ADD'L DEPTH) | 611(F) 5536 | VF | 9.000 | 9.000 | 0.100 | 8.160 | $408.00 | $40.80 | $3,329.28 |
0055 | INLET CDI RCB DES. 6,(ADD'L DEPTH) | 611(F) 5541 | VF | 1.000 | 1.000 | 0.080 | $408.00 | $0.00 | $32.64 | |
0056 | INLET W/LJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5872 | VF | 25.000 | 25.000 | -0.390 | 24.440 | $459.00 | $-179.01 | $11,217.96 |
0057 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 8.000 | 7.270 | $765.00 | $0.00 | $5,561.55 | |
0058 | INLET W/LJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5886 | VF | 2.000 | 2.000 | 1.590 | $836.40 | $0.00 | $1,329.88 | |
0059 | INLET W/LJB,CICI-JB-1,DES.3(B-D,ADD'L DEPTH) | 611(F) 5890 | VF | 3.000 | 3.000 | 2.330 | $892.50 | $0.00 | $2,079.53 | |
0060 | INLET W/SJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5972 | VF | 21.000 | 21.000 | 4.920 | 20.040 | $408.00 | $2,007.36 | $8,176.32 |
0061 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 16.000 | 15.060 | $591.60 | $0.00 | $8,909.50 | |
0062 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 7.000 | 7.000 | 0.010 | 6.100 | $510.00 | $5.10 | $3,111.00 |
0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 112.000 | 112.000 | -8.000 | 104.000 | $387.60 | $-3,100.80 | $40,310.40 |
0064 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 154.000 | 154.000 | 2.000 | 156.000 | $193.80 | $387.60 | $30,232.80 |
0065 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,533.000 | 2,608.000 | 0.000 | 2,622.000 | $26.67 | $0.00 | $69,928.74 |
0066 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 825.000 | 825.000 | 0.000 | 825.000 | $37.57 | $0.00 | $30,995.25 |
0067 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 983.000 | 983.000 | -1.000 | 999.000 | $51.22 | $-51.22 | $51,168.78 |
0068 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,159.000 | 1,059.000 | 0.000 | 1,061.000 | $81.93 | $0.00 | $86,927.73 |
0069 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 832.000 | 832.000 | 0.000 | 834.000 | $108.14 | $0.00 | $90,188.76 |
0070 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 652.000 | 652.000 | 0.000 | 657.000 | $139.77 | $0.00 | $91,828.89 |
0071 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 5.000 | 6.000 | 6.000 | $344.17 | $0.00 | $2,065.02 | |
0072 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 1.000 | $433.64 | $0.00 | $433.64 | |
0073 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 2.000 | $535.55 | $0.00 | $1,071.10 | |
0074 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 2.000 | 2.000 | 2.000 | $707.56 | $0.00 | $1,415.12 | |
0075 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 1.000 | 1.000 | 1.000 | $908.77 | $0.00 | $908.77 | |
0076 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 1.000 | 1.000 | 1.000 | $1,055.07 | $0.00 | $1,055.07 | |
0077 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 170.000 | 170.000 | 170.000 | $102.00 | $0.00 | $17,340.00 | |
0078 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $30,600.00 | $0.00 | $30,600.00 | |
0079 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,667.000 | 4,667.000 | -0.440 | 4,938.060 | $1.28 | $-0.56 | $6,320.72 |
0080 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 216.000 | 216.000 | 216.000 | $0.51 | $0.00 | $110.16 | |
0081 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 1.000 | $5,100.00 | $0.00 | $5,100.00 | |
0082 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 60.000 | 15.150 | 15.150 | $204.00 | $3,090.60 | $3,090.60 |
0083 | (SP)PLUG OIL WELL | 619(B) 8710 | EA | 6.000 | 6.000 | 2.000 | $6,528.00 | $0.00 | $13,056.00 | |
0084 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 3,150.000 | 3,150.000 | -80.190 | 4,160.810 | $8.16 | $-654.35 | $33,952.21 |
0085 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 1,050.000 | 1,050.000 | 0.000 | $8.16 | $0.00 | $0.00 | |
8002 | (PL)RE-MOBILIZATION | 641 1400 | EA | 0.000 | 1.000 | 1.000 | $8,902.58 | $0.00 | $8,902.58 | |
8003 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 0.000 | 175.000 | 20.110 | 195.110 | $25.00 | $502.75 | $4,877.75 |
8004 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 0.000 | 8.000 | 4.180 | 12.180 | $50.00 | $209.00 | $609.00 |
8005 | CLASS AA CONCRETE | 509(A) 0319 | CY | 0.000 | 21.500 | 21.500 | $700.00 | $0.00 | $15,050.00 | |
8006 | REINFORCING STEEL | 511(A) 0332 | LB | 0.000 | 2,340.000 | 2,340.000 | $2.00 | $0.00 | $4,680.00 | |
8007 | TYPE D4 SLOPED CONCRETE END SECTION | 613(MM) 7503 | EA | 0.000 | 2.000 | 2.000 | $6,820.00 | $0.00 | $13,640.00 | |
8008 | (PL)36" STEEL CASING | 616(I) 5273 | LF | 0.000 | 100.000 | 100.000 | $602.56 | $0.00 | $60,256.00 | |
8009 | CLEARING AND GRUBBING | 201 0102 | LSUM | 0.000 | 1.000 | 1.000 | $8,349.50 | $0.00 | $8,349.50 | |
Subtotals For Category 0100/ROADWAY STP-157A(067)IG | $-612.49 | $7,471,136.79 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0300/TRAFFIC CONTROL STP-157A(067)IG | ||||||||
0086 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 2,700.000 | 2,700.000 | -36.000 | 7,891.000 | $0.10 | $-3.60 | $789.10 |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,620.000 | 1,620.000 | 216.000 | 11,555.000 | $1.53 | $330.48 | $17,679.15 |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,800.000 | 1,800.000 | 128.000 | 14,938.000 | $2.04 | $261.12 | $30,473.52 |
0089 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,720.000 | 3,720.000 | 148.000 | 7,910.000 | $0.51 | $75.48 | $4,034.10 |
0090 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 4,020.000 | 4,020.000 | 208.000 | 33,781.000 | $0.36 | $74.88 | $12,161.16 |
8001 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 0.000 | 18,000.000 | 584.000 | 32,457.000 | $0.45 | $262.80 | $14,605.65 |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(067)IG | $1,001.16 | $79,742.68 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0301/SIGNING AND STRIPING STP-157A(067)IG | ||||||||
0091 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 18.000 | 18.000 | 18.000 | $12.24 | $0.00 | $220.32 | |
0092 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 17.000 | 17.000 | 17.000 | $5.10 | $0.00 | $86.70 | |
0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,610.000 | 12,610.000 | 15,997.000 | $0.61 | $0.00 | $9,758.17 | |
Subtotals For Category 0301/SIGNING AND STRIPING STP-157A(067)IG | $0.00 | $10,065.19 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0302/LIGHTING STP-157A(067)IG | ||||||||
0094 | (PL)REMOVE & RESET LIGHT POLE | 890A/B 8744 | EA | 2.000 | 2.000 | 0.000 | $4,080.00 | $0.00 | $0.00 | |
Subtotals For Category 0302/LIGHTING STP-157A(067)IG | $0.00 | $0.00 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0600/STAKING STP-157A(067)IG | ||||||||
0095 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $47,940.00 | $2,397.00 | $47,940.00 |
Subtotals For Category 0600/STAKING STP-157A(067)IG | $2,397.00 | $47,940.00 | ||||||||
Fed/State Project Number: STP-157A(067)IG | Project: 22146(05) | Category: 0640/CONSTRUCTION STP-157A(067)IG | ||||||||
0096 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $15,300.00 | $3,825.00 | $15,300.00 |
0097 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $8,160.00 | $0.00 | $8,160.00 | |
0098 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 0.130 | 1.000 | $462,511.13 | $60,126.45 | $462,511.14 |
0099 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.000 | $3,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0640/CONSTRUCTION STP-157A(067)IG | $63,951.45 | $485,971.14 | ||||||||
Subtotals For Project STP-157A(067)IG /22146(05) | $66,737.12 | $8,094,855.80 |