Contract ID: | 090662 | Estimate Number: | 0012 | 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 N 41ST WEST AVE. TO LL 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: | 08/16/2010 TO 08/31/2010 |
Date Awarded: | 01/11/2010 | Date Work Began: | 03/01/2010 | Original Contract Time: | 420 |
Date Contract Executed: | 01/22/2010 | Date Time Stopped: | Current Time Charged: | 184.00 | |
Date NTP Issued: | 02/02/2010 | Completion Date: | Current Time Allowed: | 451.00 | |
General Liability Expires: | 07/01/2011 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 40.80 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $13,099,285.86 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $13,091,185.86 | Participating: | $6,337,958.43 | $5,838,736.66 | $499,221.77 | ||
Percent Complete: | 49.62 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $6,598,819.05 | Total Earnings: | $6,337,958.43 | $5,838,736.66 | $499,221.77 | ||
Unearned Balance: | $6,590,719.05 | Stockpiled Materials: | $162,508.38 | $181,716.05 | $-19,207.67 | ||
Gross Earnings: | $6,500,466.81 | $6,020,452.71 | $480,014.10 | ||||
Other Adjustments: | $0.00 | $0.00 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $6,500,466.81 | $6,020,452.71 | $480,014.10 |
Contract ID: | 090662 | Estimate Number: | 0012 | 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 |
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) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 0010 | $-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 Initial Payment | 0008 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Closure | 0009 | $-26,250.25 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Initial Payment | 0010 | $52,483.80 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Initial Payment | 0009 | $65,731.98 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Adjustment | 0009 | $-20,878.34 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Closure | 0010 | $-44,853.64 |
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 Initial Payment | 0012 | $92,822.33 |
22146(04) | 0034 | Aug. Invoices Resteel Br. A | Stockpiled Material Adjustment | 0012 | $-33,532.75 |
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 | Subtotals For Stockpile Payments | $162,508.38 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
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(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(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 | Subtotals For Line Item Adjustments | $0.00 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 090662 | Estimate Number: | 0012 | 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 | 0.850 | $15,810.00 | $0.00 | $13,438.50 | |
0002 | TEMPORARY BALE BARRIER | 222 2801 | LF | 704.000 | 704.000 | 0.000 | $9.13 | $0.00 | $0.00 | |
0003 | TEMPORARY SILT FENCE | 223 2801 | LF | 3,776.000 | 3,776.000 | 2,200.000 | $1.83 | $0.00 | $4,026.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 43,024.000 | 43,024.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
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 | 0.000 | $15.85 | $0.00 | $0.00 | |
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 | 856.000 | $0.51 | $0.00 | $436.56 | |
0012 | (SP)REMOVAL OF OIL WELL EQUIPMENT | 619(B) 8700 | LSUM | 1.000 | 1.000 | 0.000 | $5,100.00 | $0.00 | $0.00 | |
0013 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 60.000 | 0.000 | $204.00 | $0.00 | $0.00 | |
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 | 0.000 | $2.86 | $0.00 | $0.00 | |
0017 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 12,436.000 | 12,436.000 | 0.000 | $19.99 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY STP-157A(066)IG | $0.00 | $69,309.06 | ||||||||
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 | 9,579.000 | $8.16 | $0.00 | $78,164.64 | |
0019 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 4.000 | 4.000 | 3.000 | $1,836.00 | $0.00 | $5,508.00 | |
0020 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 4.000 | $3,570.00 | $0.00 | $14,280.00 | |
0021 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 48.000 | 48.000 | 42.000 | $204.00 | $0.00 | $8,568.00 | |
0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 88.000 | 88.000 | 77.000 | $357.00 | $0.00 | $27,489.00 | |
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 | 3.000 | $510.00 | $0.00 | $1,530.00 | |
0028 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 2,934.000 | 2,934.000 | 840.000 | $10.20 | $0.00 | $8,568.00 | |
Subtotals For Category 0101/SANITARY SEWER STP-157A(066)IG | $0.00 | $826,467.24 | ||||||||
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 | 0.000 | 3,350.000 | $3.06 | $0.00 | $10,251.00 |
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 | 1,630.020 | $15.30 | $0.00 | $24,939.31 | |
0032 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 1,057.000 | 1,057.000 | 0.000 | $10.20 | $0.00 | $0.00 | |
0033 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,044.000 | 4,044.000 | 548.440 | 2,681.010 | $244.80 | $134,258.11 | $656,311.25 |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 853,775.000 | 853,775.000 | 115,630.160 | 566,483.690 | $0.71 | $82,097.41 | $402,203.41 |
0035 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 678.000 | 678.000 | 0.000 | $28.56 | $0.00 | $0.00 | |
0036 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 216.000 | 216.000 | 0.000 | $24.48 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' STP-157A(066)IG | $216,355.52 | $1,093,704.97 | ||||||||
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 | 0.000 | 3,680.490 | $3.06 | $0.00 | $11,262.31 |
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 | 1,971.410 | $6.12 | $0.00 | $12,065.04 | |
0040 | UNCLASSIFIED BACKFILL | 501(D) 6353 | CY | 442.000 | 442.000 | 0.000 | $23.46 | $0.00 | $0.00 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,593.000 | 4,593.000 | 0.000 | 4,575.400 | $255.00 | $0.00 | $1,166,727.00 |
0042 | REINFORCING STEEL | 511(A) 1332 | LB | 752,128.000 | 752,128.000 | 732,124.600 | $0.68 | $0.00 | $497,844.72 | |
0043 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 483.000 | 483.000 | 0.000 | $28.56 | $0.00 | $0.00 | |
0044 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 154.000 | 154.000 | 0.000 | $23.72 | $0.00 | $0.00 | |
Subtotals For Category 0210/BRIDGE 'B' STP-157A(066)IG | $0.00 | $1,687,899.07 | ||||||||
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 | 32.000 | 368.000 | $2.04 | $65.28 | $750.72 |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(066)IG | $65.28 | $750.72 | ||||||||
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 | 0.000 | $5.10 | $0.00 | $0.00 | |
0047 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 180.000 | 180.000 | 0.000 | $5.10 | $0.00 | $0.00 | |
0048 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 15.000 | 15.000 | 0.000 | $15.30 | $0.00 | $0.00 | |
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 | $0.00 | $0.00 | ||||||||
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 | 0.000 | $11.99 | $0.00 | $0.00 | |
0051 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 615.000 | 615.000 | 0.000 | $21.93 | $0.00 | $0.00 | |
0052 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 0.000 | $637.50 | $0.00 | $0.00 | |
0053 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 0.000 | $800.70 | $0.00 | $0.00 | |
0054 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 25.130 | 25.130 | 0.000 | $408.00 | $0.00 | $0.00 | |
0055 | REINFORCING STEEL | 804(B) 2916 | LB | 3,492.000 | 3,492.000 | 0.000 | $1.38 | $0.00 | $0.00 | |
0056 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 4.000 | 4.000 | 0.000 | $8,976.00 | $0.00 | $0.00 | |
0057 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $1,397.40 | $0.00 | $0.00 | |
0058 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 585.000 | 585.000 | 0.000 | $1.89 | $0.00 | $0.00 | |
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 | 0.000 | $0.87 | $0.00 | $0.00 | |
0061 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 0.000 | $18,727.20 | $0.00 | $0.00 | |
0062 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 0.000 | $30,090.00 | $0.00 | $0.00 | |
0063 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 8.000 | 8.000 | 0.000 | $622.20 | $0.00 | $0.00 | |
0064 | 1WAY 3SEC. ADJ. SIG. HD. S-11 | 831 8270 | EA | 4.000 | 4.000 | 0.000 | $663.00 | $0.00 | $0.00 | |
0065 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 920.000 | 920.000 | 0.000 | $1.17 | $0.00 | $0.00 | |
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 | 0.000 | $3.88 | $0.00 | $0.00 | |
0068 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 920.000 | 920.000 | 0.000 | $1.02 | $0.00 | $0.00 | |
0069 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 92.000 | 92.000 | 0.000 | $32.65 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC SIGNAL STP-157A(066)IG | $0.00 | $0.00 | ||||||||
Subtotals For Project STP-157A(066)IG /22146(04) | $216,420.80 | $3,678,131.06 |
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 | 0.850 | $77,000.00 | $0.00 | $65,450.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,463,591.000 | 1,463,591.000 | 84,500.000 | 608,667.000 | $3.32 | $280,540.00 | $2,020,774.44 |
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 | 0.000 | 0.850 | $96,900.00 | $0.00 | $82,365.00 |
0005 | OBLITERATING ABANDONED ROAD | 210 0121 | STA | 16.000 | 16.000 | 0.000 | $408.00 | $0.00 | $0.00 | |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 216.000 | 216.000 | 165.000 | $9.13 | $0.00 | $1,506.45 | |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,312.000 | 21,312.000 | 3,360.000 | $1.83 | $0.00 | $6,148.80 | |
0008 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 40.000 | 40.000 | 4.000 | $86.70 | $0.00 | $346.80 | |
0009 | NYLON EROSION CONTROL MAT | 228 4170 | SY | 64,407.000 | 64,407.000 | 0.000 | $4.03 | $0.00 | $0.00 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 14,800.000 | 14,800.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
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 | 0.000 | $49.98 | $0.00 | $0.00 | |
0016 | AGGREGATE BASE | 303 0192 | CY | 6,211.000 | 6,211.000 | 0.000 | $29.26 | $0.00 | $0.00 | |
0017 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 3,614.000 | 3,614.000 | 0.000 | $1.12 | $0.00 | $0.00 | |
0018 | SEPARATOR FABRIC | 325 5271 | SY | 21,447.000 | 21,447.000 | 0.000 | $1.33 | $0.00 | $0.00 | |
0019 | PRIME COAT | 408 5774 | GAL | 6,289.000 | 6,289.000 | 0.000 | $5.20 | $0.00 | $0.00 | |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 5,631.000 | 5,631.000 | 0.000 | $50.62 | $0.00 | $0.00 | |
0021 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,609.000 | 1,609.000 | 0.000 | $59.30 | $0.00 | $0.00 | |
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 | 31.000 | 0.000 | $612.00 | $0.00 | $0.00 | |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 132.000 | 132.000 | 0.000 | $204.00 | $0.00 | $0.00 | |
0025 | REINFORCING STEEL | 511(A) 0332 | LB | 5,570.000 | 5,570.000 | 0.000 | $1.53 | $0.00 | $0.00 | |
0026 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 143.000 | 143.000 | 0.000 | $28.56 | $0.00 | $0.00 | |
0027 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 49.000 | 49.000 | 0.000 | $23.46 | $0.00 | $0.00 | |
0028 | COMBINED CURB & GUTTER (8" BARRIER) | 609(B) 0384 | LF | 6,845.000 | 6,845.000 | 0.000 | $16.39 | $0.00 | $0.00 | |
0029 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 1.000 | 0.000 | $2,467.38 | $0.00 | $0.00 | |
0030 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 2.000 | 2.000 | 0.000 | $3,215.04 | $0.00 | $0.00 | |
0031 | MANHOLE (8' DIA.METER) | 611(A) 2661 | EA | 1.000 | 1.000 | 0.000 | $5,157.12 | $0.00 | $0.00 | |
0032 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 3.000 | 0.000 | $510.00 | $0.00 | $0.00 | |
0033 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 15.000 | 15.000 | 0.000 | $510.00 | $0.00 | $0.00 | |
0034 | ADD'L.DEPTH IN MANHOLE (8' DIAMETER) | 611(B) 2684 | VF | 7.000 | 7.000 | 0.000 | $612.00 | $0.00 | $0.00 | |
0035 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 26.000 | 26.000 | 0.000 | $357.00 | $0.00 | $0.00 | |
0036 | INLET CICI DES. 2 (B) | 611(E) 5113 | EA | 13.000 | 13.000 | 0.000 | $1,701.36 | $0.00 | $0.00 | |
0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 13.000 | 13.000 | 0.000 | $2,907.00 | $0.00 | $0.00 | |
0038 | INLET CICI DES. 3 (D) | 611(E) 5122 | EA | 5.000 | 5.000 | 0.000 | $3,508.80 | $0.00 | $0.00 | |
0039 | INLET CICI DES. 3 (B-D) | 611(E) 5124 | EA | 1.000 | 1.000 | 0.000 | $3,570.00 | $0.00 | $0.00 | |
0040 | INLET GPI TYPE 2 (DES. 9) | 611(E) 5335 | EA | 4.000 | 4.000 | 0.000 | $3,060.00 | $0.00 | $0.00 | |
0041 | INLET CDI RCB DES. 1 | 611(E) 5387 | EA | 2.000 | 2.000 | 0.000 | $2,550.00 | $0.00 | $0.00 | |
0042 | INLET CDI RCB DES. 6 | 611(E) 5392 | EA | 1.000 | 1.000 | 0.000 | $3,060.00 | $0.00 | $0.00 | |
0043 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 4.000 | 4.000 | 0.000 | $3,876.00 | $0.00 | $0.00 | |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 2.000 | 2.000 | 0.000 | $5,304.00 | $0.00 | $0.00 | |
0045 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5886 | EA | 1.000 | 1.000 | 0.000 | $5,457.00 | $0.00 | $0.00 | |
0046 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 0.000 | $7,854.00 | $0.00 | $0.00 | |
0047 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 5.000 | 5.000 | 0.000 | $3,060.00 | $0.00 | $0.00 | |
0048 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5982 | EA | 7.000 | 7.000 | 0.000 | $3,264.00 | $0.00 | $0.00 | |
0049 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 3.000 | 3.000 | 0.000 | $4,488.00 | $0.00 | $0.00 | |
0050 | INLET (SMD-TYPE 2B) | 611(E) 6006 | EA | 3.000 | 3.000 | 0.000 | $1,428.00 | $0.00 | $0.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 11.000 | 11.000 | 0.000 | $392.70 | $0.00 | $0.00 | |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.000 | 16.000 | 0.000 | $428.40 | $0.00 | $0.00 | |
0053 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 0.000 | $408.00 | $0.00 | $0.00 | |
0054 | INLET CDI RCB DES. 1,(ADD'L DEPTH) | 611(F) 5536 | VF | 9.000 | 9.000 | 0.000 | $408.00 | $0.00 | $0.00 | |
0055 | INLET CDI RCB DES. 6,(ADD'L DEPTH) | 611(F) 5541 | VF | 1.000 | 1.000 | 0.000 | $408.00 | $0.00 | $0.00 | |
0056 | INLET W/LJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5872 | VF | 25.000 | 25.000 | 0.000 | $459.00 | $0.00 | $0.00 | |
0057 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 8.000 | 0.000 | $765.00 | $0.00 | $0.00 | |
0058 | INLET W/LJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5886 | VF | 2.000 | 2.000 | 0.000 | $836.40 | $0.00 | $0.00 | |
0059 | INLET W/LJB,CICI-JB-1,DES.3(B-D,ADD'L DEPTH) | 611(F) 5890 | VF | 3.000 | 3.000 | 0.000 | $892.50 | $0.00 | $0.00 | |
0060 | INLET W/SJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5972 | VF | 21.000 | 21.000 | 0.000 | $408.00 | $0.00 | $0.00 | |
0061 | INLET W/SJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5982 | VF | 16.000 | 16.000 | 0.000 | $591.60 | $0.00 | $0.00 | |
0062 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 7.000 | 7.000 | 0.000 | $510.00 | $0.00 | $0.00 | |
0063 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 112.000 | 112.000 | 0.000 | $387.60 | $0.00 | $0.00 | |
0064 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 154.000 | 154.000 | 0.000 | $193.80 | $0.00 | $0.00 | |
0065 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 2,533.000 | 2,533.000 | 0.000 | $26.67 | $0.00 | $0.00 | |
0066 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 825.000 | 825.000 | 0.000 | $37.57 | $0.00 | $0.00 | |
0067 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 983.000 | 983.000 | 0.000 | $51.22 | $0.00 | $0.00 | |
0068 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,159.000 | 1,159.000 | 0.000 | $81.93 | $0.00 | $0.00 | |
0069 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 832.000 | 832.000 | 0.000 | $108.14 | $0.00 | $0.00 | |
0070 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 652.000 | 652.000 | 0.000 | $139.77 | $0.00 | $0.00 | |
0071 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 5.000 | 5.000 | 0.000 | $344.17 | $0.00 | $0.00 | |
0072 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 1.000 | 1.000 | 0.000 | $433.64 | $0.00 | $0.00 | |
0073 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 0.000 | $535.55 | $0.00 | $0.00 | |
0074 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5734 | EA | 2.000 | 2.000 | 0.000 | $707.56 | $0.00 | $0.00 | |
0075 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 1.000 | 1.000 | 0.000 | $908.77 | $0.00 | $0.00 | |
0076 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 1.000 | 1.000 | 0.000 | $1,055.07 | $0.00 | $0.00 | |
0077 | 24" WELDED STEEL CONDUIT (TRENCHED) | 616 0190 | LF | 170.000 | 170.000 | 0.000 | $102.00 | $0.00 | $0.00 | |
0078 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.500 | $30,600.00 | $0.00 | $15,300.00 | |
0079 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 4,667.000 | 4,667.000 | 0.000 | $1.28 | $0.00 | $0.00 | |
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 | 0.000 | $5,100.00 | $0.00 | $0.00 | |
0082 | (SP)OIL WELL PLUGGING GROUT | 619(B) 8705 | CY | 60.000 | 60.000 | 0.000 | $204.00 | $0.00 | $0.00 | |
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 | 0.000 | $8.16 | $0.00 | $0.00 | |
0085 | EDGE DRAIN OUTLET LATERAL-NONPERFORATED | 653(B) 5916 | LF | 1,050.000 | 1,050.000 | 0.000 | $8.16 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY STP-157A(067)IG | $280,540.00 | $2,205,057.65 | ||||||||
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 | 200.000 | 3,818.000 | $0.10 | $20.00 | $381.80 |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,620.000 | 1,620.000 | 361.000 | 3,089.000 | $1.53 | $552.33 | $4,726.17 |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,800.000 | 1,800.000 | 389.000 | 2,363.000 | $2.04 | $793.56 | $4,820.52 |
0089 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,720.000 | 3,720.000 | 224.000 | 2,072.000 | $0.51 | $114.24 | $1,056.72 |
0090 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 4,020.000 | 4,020.000 | 1,024.000 | 6,182.000 | $0.36 | $368.64 | $2,225.52 |
8001 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 0.000 | 18,000.000 | 916.000 | 7,154.000 | $0.45 | $412.20 | $3,219.30 |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(067)IG | $2,260.97 | $16,430.03 | ||||||||
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 | 0.000 | $12.24 | $0.00 | $0.00 | |
0092 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 17.000 | 17.000 | 0.000 | $5.10 | $0.00 | $0.00 | |
0093 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,610.000 | 12,610.000 | 0.000 | $0.61 | $0.00 | $0.00 | |
Subtotals For Category 0301/SIGNING AND STRIPING STP-157A(067)IG | $0.00 | $0.00 | ||||||||
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 | 0.500 | $47,940.00 | $0.00 | $23,970.00 | |
Subtotals For Category 0600/STAKING STP-157A(067)IG | $0.00 | $23,970.00 | ||||||||
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 | $15,300.00 | $0.00 | $3,825.00 | |
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 | 0.870 | $462,511.13 | $0.00 | $402,384.69 | |
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 | $0.00 | $414,369.69 | ||||||||
Subtotals For Project STP-157A(067)IG /22146(05) | $282,800.97 | $2,659,827.37 |