Contract ID: | 090662 | Estimate Number: | 0029 | 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: | 05/01/2011 TO 05/15/2011 |
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: | 441.00 | |
Date NTP Issued: | 02/02/2010 | Completion Date: | Current Time Allowed: | 497.00 | |
General Liability Expires: | 07/01/2011 | Workman's Comp Expires: | 07/01/2011 | Percent Time Used: | 88.73 % |
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: | $10,523,580.48 | $10,269,746.57 | $253,833.91 | ||
Percent Complete: | 82.36 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $2,310,624.68 | Total Earnings: | $10,523,580.48 | $10,269,746.57 | $253,833.91 | ||
Unearned Balance: | $2,302,524.68 | Stockpiled Materials: | $265,264.30 | $265,264.30 | $0.00 | ||
Gross Earnings: | $10,788,844.78 | $10,535,010.87 | $253,833.91 | ||||
Other Adjustments: | $-183.60 | $-183.60 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $10,788,661.18 | $10,534,827.27 | $253,833.91 |
Contract ID: | 090662 | Estimate Number: | 0029 | 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) | 0017 | Chain link fence fabric & hardware | Stockpiled Material Adjustment | 0025 | $-3,320.00 |
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 | 0021 | $-12,408.50 |
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 | 0010 | $52,483.80 |
22146(04) | 0034 | Bridge A Reinforcing Steel | Stockpiled Material Adjustment | 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 Closure | 0009 | $-26,250.25 |
22146(04) | 0034 | Reinforcing Steel Bridge "A" | Stockpiled Material Initial Payment | 0009 | $65,731.98 |
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 | 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 Initial Payment | 0011 | $114,223.46 |
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 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 Closure | 0013 | $-59,289.58 |
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 Initial Payment | 0012 | $92,822.33 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0013 | $-34,855.43 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Adjustment | 0015 | $-8,796.01 |
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 | 0014 | $-30,592.13 |
22146(04) | 0034 | Deck Br. A Resteel | Stockpiled Material Closure | 0016 | $-9,070.82 |
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 Adjustment | 0009 | $-29,495.54 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Adjustment | 0010 | $-45,280.38 |
22146(04) | 0042 | Reinforcing Steel Bridge "B" | Stockpiled Material Initial Payment | 0009 | $74,775.92 |
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) | 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 | 0029 | $-5,011.20 |
22146(05) | 0068 | 36" RCP | Stockpiled Material Initial Payment | 0029 | $5,011.20 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Adjustment | 0029 | $-16,893.76 |
22146(05) | 0069 | 42" RCP | Stockpiled Material Initial Payment | 0029 | $16,893.76 |
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 | Subtotals For Stockpile Payments | $265,264.30 |
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 |
22146(04) | 0033 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0024 | 0.00 | $0.00 | $-183.60 | Subtotals For Line Item Adjustments | $-183.60 | * = 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: | 0029 | 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 | 0.150 | 1.000 | $15,810.00 | $2,371.50 | $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 | 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 | 144.170 | $15.85 | $0.00 | $2,285.09 |
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 | 1,856.000 | $0.51 | $0.00 | $946.56 | |
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 | 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 | 10,003.000 | $2.86 | $0.00 | $28,608.58 | |
0017 | FENCE-STYLE CLF (6'HIGH, CLASS A) | 624(D) 4292 | LF | 12,436.000 | 12,436.000 | 0.000 | 2,915.000 | $19.99 | $0.00 | $58,270.85 |
Subtotals For Category 0100/ROADWAY STP-157A(066)IG | $2,371.50 | $170,325.20 | ||||||||
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 | 0.000 | 22,942.000 | $8.16 | $0.00 | $187,206.72 |
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 | 48.000 | $204.00 | $0.00 | $9,792.00 | |
0022 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 88.000 | 88.000 | 88.000 | $357.00 | $0.00 | $31,416.00 | |
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 | 9.000 | $510.00 | $0.00 | $4,590.00 | |
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 | $0.00 | $974,055.12 | ||||||||
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 | 61,485.000 | $3.06 | $0.00 | $188,144.10 |
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 | 1,725.700 | $15.30 | $0.00 | $26,403.21 | |
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 | 4,093.480 | $244.80 | $0.00 | $1,002,083.91 | |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 853,775.000 | 853,775.000 | 853,775.000 | $0.71 | $0.00 | $606,180.25 | |
0035 | TYPE I-A PLAIN RIPRAP | 601(A-1)1353 | TON | 678.000 | 678.000 | 513.750 | $28.56 | $0.00 | $14,672.70 | |
0036 | TYPE I-A FILTER BLANKET | 601(A-2)1355 | TON | 216.000 | 216.000 | 205.560 | $24.48 | $0.00 | $5,032.11 | |
Subtotals For Category 0200/BRIDGE 'A' STP-157A(066)IG | $0.00 | $1,842,516.28 | ||||||||
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 | 4,993.490 | $3.06 | $0.00 | $15,280.09 | |
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 | 442.000 | 442.000 | $23.46 | $10,369.32 | $10,369.32 |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 4,593.000 | 4,593.000 | 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 | $10,369.32 | $1,702,286.17 | ||||||||
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 | 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 | 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 | 2.000 | $637.50 | $0.00 | $1,275.00 | |
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 | 0.000 | 18.840 | $408.00 | $0.00 | $7,686.72 |
0055 | REINFORCING STEEL | 804(B) 2916 | LB | 3,492.000 | 3,492.000 | 0.000 | 2,619.000 | $1.38 | $0.00 | $3,614.22 |
0056 | POLE & 55'T.S.MST.ARM(G.STL.) | 806(A) 8738 | EA | 4.000 | 4.000 | 3.000 | $8,976.00 | $0.00 | $26,928.00 | |
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 | 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 | 1.000 | $18,727.20 | $0.00 | $18,727.20 | |
0062 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 0.500 | $30,090.00 | $0.00 | $15,045.00 | |
0063 | 1WAY 3SEC. ADJ. SIG. HD. S-10 | 831 8262 | EA | 8.000 | 8.000 | 6.000 | $622.20 | $0.00 | $3,733.20 | |
0064 | 1WAY 3SEC. ADJ. SIG. HD. S-11 | 831 8270 | EA | 4.000 | 4.000 | 3.000 | $663.00 | $0.00 | $1,989.00 | |
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 | 69.000 | $32.65 | $0.00 | $2,252.85 | |
Subtotals For Category 0302/TRAFFIC SIGNAL STP-157A(066)IG | $0.00 | $101,792.19 | ||||||||
Subtotals For Project STP-157A(066)IG /22146(04) | $12,740.82 | $4,791,709.36 |
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 | 0.150 | 1.000 | $77,000.00 | $11,550.00 | $77,000.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,463,591.000 | 1,463,591.000 | 26,379.000 | 1,437,212.000 | $3.32 | $87,578.28 | $4,771,543.84 |
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 | 9.290 | 16.000 | $408.00 | $3,790.32 | $6,528.00 |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 216.000 | 216.000 | 567.000 | $9.13 | $0.00 | $5,176.71 | |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 21,312.000 | 21,312.000 | 4,662.000 | $1.83 | $0.00 | $8,531.46 | |
0008 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 40.000 | 40.000 | 6.000 | $86.70 | $0.00 | $520.20 | |
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 | 12.660 | 12.660 | $612.00 | $7,747.92 | $7,747.92 |
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 | 2,680.000 | 2,680.000 | $1.53 | $4,100.40 | $4,100.40 |
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 | 1.000 | $1,701.36 | $0.00 | $1,701.36 | |
0037 | INLET CICI DES. 3 (STD) | 611(E) 5120 | EA | 13.000 | 13.000 | 2.000 | 2.000 | $2,907.00 | $5,814.00 | $5,814.00 |
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 | 4.000 | $3,060.00 | $0.00 | $12,240.00 | |
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 | 2.000 | 2.000 | $3,876.00 | $7,752.00 | $7,752.00 |
0044 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3 | 611(E) 5882 | EA | 2.000 | 2.000 | 1.000 | 1.000 | $5,304.00 | $5,304.00 | $5,304.00 |
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 | 2.000 | $1,428.00 | $0.00 | $2,856.00 | |
0051 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 11.000 | 11.000 | 0.000 | 2.330 | $392.70 | $0.00 | $914.99 |
0052 | INLET CICI DES. 3 (ADD'L DEPTH) | 611(F) 5330 | VF | 16.000 | 16.000 | 4.660 | 4.660 | $428.40 | $1,996.34 | $1,996.34 |
0053 | INLET GPI TYPE 2 (ADD'L DEPTH) | 611(F) 5375 | VF | 1.000 | 1.000 | 0.000 | 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 | 0.000 | $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 | 5.350 | 5.350 | $459.00 | $2,455.65 | $2,455.65 |
0057 | INLET W/LJB,CICI-JB-1,DES.3(ADD'L DEPTH) | 611(F) 5882 | VF | 8.000 | 8.000 | 1.940 | 1.940 | $765.00 | $1,484.10 | $1,484.10 |
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 | 68.000 | 315.000 | $26.67 | $1,813.56 | $8,401.05 |
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 | 505.000 | $51.22 | $0.00 | $25,866.10 |
0068 | 36" R.C.PIPE CLASS III | 613(B) 0494 | LF | 1,159.000 | 1,159.000 | 409.000 | 637.000 | $81.93 | $33,509.37 | $52,189.41 |
0069 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 832.000 | 832.000 | 419.000 | 419.000 | $108.14 | $45,310.66 | $45,310.66 |
0070 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 652.000 | 652.000 | 88.000 | 88.000 | $139.77 | $12,299.76 | $12,299.76 |
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 | 1.000 | 1.000 | $707.56 | $707.56 | $707.56 |
0075 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5736 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $908.77 | $908.77 | $908.77 |
0076 | 48" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5738 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $1,055.07 | $1,055.07 | $1,055.07 |
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 | 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 | 2,884.330 | 4,938.500 | $1.28 | $3,691.94 | $6,321.28 |
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 | 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 | $238,869.70 | $5,208,133.23 | ||||||||
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 | 177.000 | 6,425.000 | $0.10 | $17.70 | $642.50 |
0087 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,620.000 | 1,620.000 | 288.000 | 8,631.000 | $1.53 | $440.64 | $13,205.43 |
0088 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 1,800.000 | 1,800.000 | 468.000 | 10,432.000 | $2.04 | $954.72 | $21,281.28 |
0089 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,720.000 | 3,720.000 | 199.000 | 5,876.000 | $0.51 | $101.49 | $2,996.76 |
0090 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 4,020.000 | 4,020.000 | 884.000 | 22,438.000 | $0.36 | $318.24 | $8,077.68 |
8001 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 0.000 | 18,000.000 | 868.000 | 22,159.000 | $0.45 | $390.60 | $9,971.55 |
Subtotals For Category 0300/TRAFFIC CONTROL STP-157A(067)IG | $2,223.39 | $56,175.20 | ||||||||
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 | 0.950 | $47,940.00 | $0.00 | $45,543.00 | |
Subtotals For Category 0600/STAKING STP-157A(067)IG | $0.00 | $45,543.00 | ||||||||
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 | 0.750 | $15,300.00 | $0.00 | $11,475.00 | |
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 | $422,019.69 | ||||||||
Subtotals For Project STP-157A(067)IG /22146(05) | $241,093.09 | $5,731,871.12 |