Contract ID: | 100407 | Estimate Number: | 0006 | Contract No: | 610180 | |||
Residency: | GARVER, LLC. (08011) | Estimate Type: | Progressive | Account No: | 400850 | |||
Project Number(s): | STP-STIM(518)IG | ||||||||||||
Primary Job Piece No: | 27430(04) | ||||||||||||
Contract Description: | INTERSECTION MODIFICATION AND TRAFFIC SIGNALS CITY STREET (GARNETT ROAD): AT THE INTERSECTION OF ADMIRAL PLACE IN THE CITY OF TULSA. PROJECT LENGTH = 0.307 MILES | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | APAC-CENTRAL, INC. | ||||||||||||
240 N. BLOCK ST. | |||||||||||||
FAYETTVILLE , AR 72702 | |||||||||||||
Surety Company: | FEDERAL INSURANCE COMPANY | ||||||||||||
Date Let: | 06/17/2010 | NTP Effective Date: | 11/01/2010 | Pay Period: | 04/01/2011 TO 04/30/2011 |
Date Awarded: | 07/06/2010 | Date Work Began: | 11/08/2010 | Original Contract Time: | 60 |
Date Contract Executed: | 07/14/2010 | Date Time Stopped: | Current Time Charged: | 181.00 | |
Date NTP Issued: | 07/16/2010 | Completion Date: | Current Time Allowed: | 187.00 | |
General Liability Expires: | 09/01/2011 | Workman's Comp Expires: | 09/01/2011 | Percent Time Used: | 96.79 % |
Specification Year: | 1999 | Date Approved: | 05/03/2011 | ||
Current Contract Amount: | $566,985.91 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $566,985.91 | Participating: | $500,160.06 | $476,920.33 | $23,239.73 | ||
Percent Complete: | 87.54 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $70,669.08 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $70,669.08 | Total Earnings: | $500,160.06 | $476,920.33 | $23,239.73 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $500,160.06 | $476,920.33 | $23,239.73 | ||||
Other Adjustments: | $-3,843.23 | $-3,299.76 | $-543.47 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $496,316.83 | $473,620.57 | $22,696.26 |
Contract ID: | 100407 | Estimate Number: | 0006 | Primary JP: | 27430(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
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 |
27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 239.20 | $-0.43 | $-104.23 |
27430(04) | 0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0006 | -5.81 | $75.60 | $-439.24 |
27430(04) | 0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-2,253.84 |
27430(04) | 0010 | (SP)ASPHALT CONCRETE TYPE S5(PG 76-28 OK) | Asphalt Binder Adjustment | 0002 | 0.00 | $0.00 | $-1,045.92 |
27430(04) | 0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0004 | -600.00 | $1.51 | $-906.00 |
27430(04) | 0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0005 | 600.00 | $1.51 | $906.00 |
27430(04) | 0063 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0004 | -468.00 | $1.27 | $-594.36 |
27430(04) | 0063 | 5/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0005 | 468.00 | $1.27 | $594.36 |
27430(04) | 0064 | 7/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0004 | -80.00 | $1.54 | $-123.20 |
27430(04) | 0064 | 7/C TRAF.SIG.ELECT.CABLE | * Material Discrepancy Adjustments | 0005 | 80.00 | $1.54 | $123.20 |
27430(04) | 0065 | 18/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0004 | -650.00 | $3.45 | $-2,242.50 |
27430(04) | 0065 | 18/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0005 | 650.00 | $3.45 | $2,242.50 |
27430(04) | 0066 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0004 | -650.00 | $3.88 | $-2,522.00 |
27430(04) | 0066 | 21/C TRAF.SIG.EL.CABLE | * Material Discrepancy Adjustments | 0005 | 650.00 | $3.88 | $2,522.00 | Subtotals For Line Item Adjustments | $-3,843.23 | * = 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: | 100407 | Estimate Number: | 0006 | Primary JP: | 27430(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-STIM(518)IG | Project: 27430(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 557.000 | 557.000 | 212.320 | $42.16 | $0.00 | $8,951.41 | |
0002 | TEMPORARY SILT FENCE | 223 2801 | LF | 1,600.000 | 1,600.000 | 0.000 | $2.75 | $0.00 | $0.00 | |
0003 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 6.000 | 6.000 | 0.000 | $372.74 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 2,600.000 | 2,600.000 | 1,680.000 | $3.18 | $0.00 | $5,342.40 | |
0005 | AGGREGATE BASE | 303 0192 | CY | 557.000 | 557.000 | 125.530 | $69.70 | $0.00 | $8,749.44 | |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 1,221.000 | 1,221.000 | 0.000 | $2.31 | $0.00 | $0.00 | |
0007 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 24.000 | 24.000 | 239.200 | 239.200 | $75.60 | $18,083.52 | $18,083.52 |
0008 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 392.000 | 392.000 | 0.000 | $99.82 | $0.00 | $0.00 | |
0009 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 1,210.000 | 1,210.000 | 1,162.970 | $85.13 | $0.00 | $99,003.64 | |
0010 | (SP)ASPHALT CONCRETE TYPE S5(PG 76-28 OK) | 411(S5) 5965 | TON | 120.000 | 120.000 | 488.770 | $101.83 | $0.00 | $49,771.45 | |
0011 | COLD MILLING PAVEMENT | 417 5267 | SY | 10,807.000 | 10,807.000 | 10,083.620 | $2.54 | $0.00 | $25,612.39 | |
0012 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 10,807.000 | 10,807.000 | 10,843.170 | $2.46 | $0.00 | $26,674.20 | |
0013 | CLSM BACKFILL | 501(G) 6315 | CY | 56.000 | 56.000 | 0.000 | $112.67 | $0.00 | $0.00 | |
0014 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 11.000 | 11.000 | 10.050 | $654.59 | $0.00 | $6,578.63 | |
0015 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 193.000 | 193.000 | 59.490 | 271.500 | $67.11 | $3,992.37 | $18,220.36 |
0016 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 119.000 | 119.000 | 117.390 | $70.95 | $0.00 | $8,328.82 | |
0017 | BITUMINOUS DRIVEWAY | 610(G) 0617 | TON | 202.000 | 202.000 | 115.340 | $188.23 | $0.00 | $21,710.45 | |
0018 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 1.000 | 1.000 | 0.000 | $730.82 | $0.00 | $0.00 | |
0019 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 1.000 | 1.000 | 0.000 | $463.67 | $0.00 | $0.00 | |
0020 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 125.000 | 125.000 | 120.000 | $65.33 | $0.00 | $7,839.60 | |
0021 | SPECIAL END SECTION OF 18" RCP ROUND | 613(C) 4373 | EA | 2.000 | 2.000 | 2.000 | $982.09 | $0.00 | $1,964.18 | |
0022 | STANDARD VALVE BOX | 616(D) 7051 | EA | 1.000 | 1.000 | 1.000 | $704.19 | $0.00 | $704.19 | |
0023 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $6,151.10 | $0.00 | $6,151.10 | |
0024 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 713.000 | 713.000 | 949.760 | $12.89 | $0.00 | $12,242.41 | |
0025 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 40.000 | 40.000 | 59.490 | 133.900 | $18.14 | $1,079.15 | $2,428.95 |
0026 | REMOVE WATER METER AND METER CAN | 619(B) 7200 | EA | 1.000 | 1.000 | 0.000 | $614.15 | $0.00 | $0.00 | |
0027 | SAWING PAVEMENT | 619(C) 0924 | LF | 1,300.000 | 1,300.000 | 395.000 | $2.46 | $0.00 | $971.70 | |
Subtotals For Category 0100/ROADWAY | $23,155.04 | $329,328.84 | ||||||||
Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0300/TRAFFIC | ||||||||
0028 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 10.000 | 10.000 | 10.000 | $16.19 | $0.00 | $161.90 | |
0029 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 14.000 | 14.000 | 18.000 | $16.19 | $0.00 | $291.42 | |
0030 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 9,800.000 | 9,800.000 | 8,832.000 | $0.92 | $0.00 | $8,125.44 | |
0031 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 3.000 | 3.000 | 3.000 | $134.89 | $0.00 | $404.67 | |
0032 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 1,400.000 | 1,400.000 | 0.000 | $0.16 | $0.00 | $0.00 | |
0033 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 1,400.000 | 1,400.000 | 0.000 | $0.38 | $0.00 | $0.00 | |
0034 | ARROW DISPLAY(TYPE A) | 880(A) 8800 | SD | 120.000 | 120.000 | 0.000 | $5.40 | $0.00 | $0.00 | |
0035 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 720.000 | 720.000 | 1,318.000 | $0.27 | $0.00 | $355.86 | |
0036 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,080.000 | 1,080.000 | 448.000 | $0.27 | $0.00 | $120.96 | |
0037 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,340.000 | 2,340.000 | 1,966.000 | $0.27 | $0.00 | $530.82 | |
0038 | BARRICADES(TYPE I) | 880(C) 8830 | SD | 360.000 | 360.000 | 1,222.000 | $0.11 | $0.00 | $134.42 | |
0039 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,080.000 | 1,080.000 | 448.000 | $0.11 | $0.00 | $49.28 | |
0040 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,420.000 | 3,420.000 | 3,751.000 | $0.05 | $0.00 | $187.55 | |
0041 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 4,320.000 | 4,320.000 | 660.000 | $0.02 | $0.00 | $13.20 | |
0042 | DRUMS | 880(F) 8878 | SD | 4,320.000 | 4,320.000 | 6,193.000 | $0.54 | $0.00 | $3,344.22 | |
Subtotals For Category 0300/TRAFFIC | $0.00 | $13,719.74 | ||||||||
Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0301/TRAFFIC SIGNALS | ||||||||
0043 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 15.000 | 15.000 | 40.000 | $10.79 | $0.00 | $431.60 | |
0044 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 112.000 | 112.000 | 414.000 | $11.87 | $0.00 | $4,914.18 | |
0045 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 371.000 | 371.000 | 281.000 | $25.90 | $0.00 | $7,277.90 | |
0046 | PULL BOX(SIZE II) | 803 8066 | EA | 5.000 | 5.000 | 5.000 | $663.67 | $0.00 | $3,318.35 | |
0047 | PULL BOX(SIZE III) | 803 8067 | EA | 1.000 | 1.000 | 1.000 | $830.93 | $0.00 | $830.93 | |
0048 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 7.830 | 7.830 | 11.200 | $442.45 | $0.00 | $4,955.44 | |
0049 | REINFORCING STEEL | 804(B) 2916 | LB | 1,200.000 | 1,200.000 | 0.000 | 1,608.500 | $1.46 | $0.00 | $2,348.41 |
0050 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 3.000 | 3.000 | 3.000 | $4,224.83 | $0.00 | $12,674.49 | |
0051 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $3,992.81 | $0.00 | $3,992.81 | |
0052 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 3.000 | 3.000 | 3.000 | $895.69 | $0.00 | $2,687.07 | |
0053 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $809.35 | $0.00 | $809.35 | |
0054 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 2,400.000 | 2,400.000 | 575.000 | 1,247.000 | $1.51 | $868.25 | $1,882.97 |
0055 | (PL)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | 823 8482 | LSUM | 1.000 | 1.000 | 1.000 | $6,205.05 | $0.00 | $6,205.05 | |
0056 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 1.000 | $20,071.99 | $0.00 | $20,071.99 | |
0057 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | $34,532.46 | $0.00 | $34,532.46 | |
0058 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 8.000 | $221.22 | $0.00 | $1,769.76 | |
0059 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 8.000 | $658.28 | $0.00 | $5,266.24 | |
0060 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $1,089.94 | $0.00 | $2,179.88 | |
0061 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 8.000 | $868.71 | $0.00 | $6,949.68 | |
0062 | BACKPLATE | 833 3030 | EA | 18.000 | 18.000 | 18.000 | $93.89 | $0.00 | $1,690.02 | |
0063 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 940.000 | 940.000 | 198.000 | 1,683.000 | $1.27 | $251.46 | $2,137.41 |
0064 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 175.000 | 175.000 | -143.000 | 92.000 | $1.54 | $-220.22 | $141.68 |
0065 | 18/C TRAF.SIG.EL.CABLE | 834(A) 8212 | LF | 650.000 | 650.000 | 0.000 | $3.45 | $0.00 | $0.00 | |
0066 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 650.000 | 650.000 | -210.000 | 616.000 | $3.88 | $-814.80 | $2,390.08 |
0067 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 100.000 | 100.000 | 64.000 | $0.92 | $0.00 | $58.88 | |
0068 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 58.000 | 58.000 | 58.000 | $34.53 | $0.00 | $2,002.74 | |
0069 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 1.000 | $3,776.99 | $0.00 | $3,776.99 | |
Subtotals For Category 0301/TRAFFIC SIGNALS | $84.69 | $135,296.36 | ||||||||
Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0600/STAKING | ||||||||
0070 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 1.000 | $4,316.56 | $0.00 | $4,316.56 | |
Subtotals For Category 0600/STAKING | $0.00 | $4,316.56 | ||||||||
Fed/State Project Number: STP-STIM(518)IG | Project: 27430(04) | Category: 0640/CONSTRUCTION | ||||||||
0071 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $17,498.55 | $0.00 | $17,498.56 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $17,498.56 | ||||||||
Subtotals For Project STP-STIM(518)IG /27430(04) | $23,239.73 | $500,160.06 |