Contract ID: | 120130 | Estimate Number: | 0032 | Contract No: | 810226 | |||
Residency: | OKLAHOMA CITY (04600) | Estimate Type: | Progressive | Account No: | 400350 | |||
Project Number(s): | STP-155B(655)AG, STP-114B(249)AG | ||||||||||||
Primary Job Piece No: | 26803(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (EASTERN AVENUE): BEGIN ONE MILE EAST OF THE I-35/I-240 JUNCTION EXTEND SOUTH. PROJECT LENGTH = 1.972 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | COUNTY ROAD | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 07/19/2012 | NTP Effective Date: | 09/24/2012 | Pay Period: | 03/16/2014 TO 12/15/2014 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/22/2012 | Original Contract Time: | 375 |
Date Contract Executed: | 08/16/2012 | Date Time Stopped: | 06/20/2014 | Current Time Charged: | 397.00 |
Date NTP Issued: | 08/20/2012 | Completion Date: | 06/20/2014 | Current Time Allowed: | 406.00 |
General Liability Expires: | 03/01/2015 | Workman's Comp Expires: | 06/30/2015 | Percent Time Used: | 97.78 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $4,793,449.19 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $5,102,211.06 | Participating: | $5,026,018.11 | $4,798,030.05 | $227,988.06 | ||
Percent Complete: | 100 % | Non Participating: | $68,999.23 | $37,463.43 | $31,535.80 | ||
Unearned Balance: | $0.00 | Total Earnings: | $5,095,017.34 | $4,835,493.48 | $259,523.86 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,095,017.34 | $4,835,493.48 | $259,523.86 | ||||
Other Adjustments: | $7,193.72 | $10,971.20 | $-3,777.48 | ||||
Liq Dam/Disincentive: | $0.00 | $-22,000.00 | $22,000.00 | ||||
TOTAL: | $5,102,211.06 | $4,824,464.68 | $277,746.38 |
Contract ID: | 120130 | Estimate Number: | 0032 | Primary JP: | 26803(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Modifications for drainage issues, and add'l traffic items | Approved | 07/01/2013 | 0.0 | $39,637.76 |
002 | Modifications for drainage issues, and add'l traffic items | Approved | 05/03/2013 | 0.0 | $36,725.43 |
003 | Addition of Opt. Gradation for PC Conc. Pavement Spec. Prov. | Approved | 05/03/2013 | 0.0 | $0.00 |
004 | Drainage Structure Mod. Due to City of OKC Utility Conflict | Approved | 06/03/2014 | 31.0 | $31,535.80 |
005 | Additional Appropriations City of OKC | Approved | 01/06/2014 | 0.0 | $118,023.78 |
006 | Additional Appropriations City of Moore | Approved | 01/06/2014 | 0.0 | $61,617.75 |
007 | Pavement Smoothness Incentive | Approved | 05/05/2014 | 0.0 | $7,550.66 |
008 | Pavement Smoothness Incentive | Approved | 05/05/2014 | 0.0 | $13,670.69 |
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 |
System Application of Liquidated Damages | 0030 | --1.0 | $1,000.00 | $-1,000.00 |
System Application of Liquidated Damages | 0031 | --21 | $1,000.00 | $-21,000.00 |
System Application of Liquidated Damages | 0032 | -22.0 | $1,000.00 | $22,000.00 | Subtotals For Liquidated Damages | $0.00 |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
Smoothness Deduction | 0020 | $-7,076.25 |
LD Adjustment (Prog. Est. Only) | 0030 | $1,000.00 |
LD Adjustment (Prog. Est. Only) | 0031 | $21,000.00 |
Withhold to Funds Avail(Prog. Est. Only) | 0032 | $-3,777.46 | Subtotals For Contract Adjustments | $11,146.29 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
25600(04) | 0006 | TEMPORARY SILT DIKE | * Missing Material Certification | 0003 | -49.00 | $12.78 | $-626.22 |
25600(04) | 0006 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0025 | 49.00 | $12.78 | $626.22 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,520.01 | $-1.19 | $-3,008.89 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 27.40 | $-1.43 | $-39.29 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 81.85 | $-2.03 | $-166.48 |
25600(04) | 0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 0.04 | $-0.59 | $-0.02 |
25600(04) | 0040 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0024 | -4.00 | $999.93 | $-3,999.72 |
25600(04) | 0040 | 30" PREFAB. CULVERT END SECTION, ROUND | * Material Discrepancy Adjustments | 0025 | 4.00 | $999.93 | $3,999.72 |
26803(04) | 0081 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 618.00 | $-1.19 | $-737.89 |
26803(04) | 0083 | P.C. CONCRETE FOR PAVEMENT | * Overrun | 0015 | -3,305.62 | $99.00 | $-327,256.38 |
26803(04) | 0083 | P.C. CONCRETE FOR PAVEMENT | * Overrun Re-adjustment | 0016 | 3,305.62 | $99.00 | $327,256.38 |
26803(04) | 0087 | TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0027 | -16.00 | $20.14 | $-322.24 |
26803(04) | 0087 | TACTILE WARNING DEVICE-NEW | * Material Discrepancy Adjustments | 0031 | 16.00 | $20.14 | $322.24 | Subtotals For Line Item Adjustments | $-3,952.57 | * = 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: | 120130 | Estimate Number: | 0032 | Primary JP: | 26803(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-155B(655)AG | Project: 25600(04) | Category: 0100/ROADWAY - STP-155B(655)AG | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,000.00 | $0.00 | $9,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 29,724.000 | 29,724.000 | 29,724.000 | $6.29 | $0.00 | $186,963.96 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $24,000.00 | $0.00 | $24,000.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 5,519.000 | 5,519.000 | 5,565.000 | $1.92 | $0.00 | $10,684.80 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 51.000 | 51.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 63.000 | 63.000 | 49.000 | $12.78 | $0.00 | $626.22 | |
0007 | SOLID SLAB SODDING | 230(A) 2806 | SY | 11,100.000 | 11,100.000 | 0.010 | 32,842.820 | $1.92 | $0.02 | $63,058.22 |
0008 | SEEDING METHOD A | 232(A) 2813 | AC | 4.600 | 4.600 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0009 | MOWING | 241 2832 | AC | 6.900 | 6.900 | 0.000 | $106.50 | $0.00 | $0.00 | |
0010 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 49,794.000 | 49,794.000 | 49,794.000 | $4.00 | $0.00 | $199,176.00 | |
0011 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,337.000 | 4,100.000 | 588.100 | 4,619.130 | $20.56 | $12,091.34 | $94,969.31 |
0012 | TACK COAT | 407(B) 0250 | GAL | 431.000 | 431.000 | 300.000 | $2.40 | $0.00 | $720.00 | |
0013 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,921.000 | 2,547.410 | 0.040 | 2,629.300 | $60.00 | $2.40 | $157,758.00 |
0014 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 45,039.000 | 45,039.000 | 2,456.400 | 45,699.110 | $11.25 | $27,634.50 | $514,115.00 |
0015 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 11,260.000 | 11,260.000 | 614.140 | 11,424.780 | $99.00 | $60,799.86 | $1,131,053.22 |
0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 322.000 | 322.000 | 204.530 | 322.000 | $8.93 | $1,826.45 | $2,875.45 |
0017 | CLASS AA CONCRETE | 509(A) 0319 | CY | 236.000 | 236.000 | 44.120 | 236.000 | $465.98 | $20,559.04 | $109,971.27 |
0018 | REINFORCING STEEL | 511(A) 0332 | LB | 28,054.000 | 28,054.000 | 2,409.360 | 28,054.000 | $0.44 | $1,060.12 | $12,343.76 |
0019 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 60.000 | 60.000 | 74.290 | 169.190 | $48.00 | $3,565.92 | $8,121.12 |
0020 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 12,444.000 | 12,444.000 | 2,269.450 | 14,453.100 | $6.00 | $13,616.70 | $86,718.60 |
0021 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,520.000 | 3,520.000 | 734.110 | 3,455.210 | $28.76 | $21,113.00 | $99,371.84 |
0022 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,711.000 | 1,711.000 | 217.000 | 1,822.660 | $37.08 | $8,046.36 | $67,584.23 |
0023 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 88.000 | 88.000 | -16.000 | 88.000 | $20.14 | $-322.24 | $1,772.32 |
0024 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 33.000 | 25.000 | 25.000 | $2,016.32 | $0.00 | $50,408.00 | |
0025 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 1.000 | 9.000 | 9.000 | $2,720.38 | $0.00 | $24,483.42 | |
0026 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 13.000 | 6.200 | 3.420 | $198.95 | $0.00 | $680.41 | |
0027 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 3.000 | 9.800 | 7.910 | $141.24 | $0.00 | $1,117.21 | |
0028 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 47.000 | 47.000 | 46.000 | $3,037.71 | $0.00 | $139,734.66 | |
0029 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 1.000 | 1.000 | 2.000 | $2,656.72 | $0.00 | $5,313.44 | |
0030 | INLET CDI RCB DES. 8 | 611(G) 5394 | EA | 2.000 | 2.000 | 2.000 | $3,565.71 | $0.00 | $7,131.42 | |
0031 | INLET CDI RCB DES. 9 | 611(G) 5395 | EA | 2.000 | 2.000 | 2.000 | $2,556.95 | $0.00 | $5,113.90 | |
0032 | INLET W/SMALL JCT. BOX, CI, DES.2(B) | 611(G) 5972 | EA | 2.000 | 2.000 | 2.000 | $6,886.19 | $0.00 | $13,772.38 | |
0033 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 2.000 | 2.000 | 2.000 | $2,441.53 | $0.00 | $4,883.06 | |
0034 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 34.000 | 34.000 | 12.220 | 22.560 | $517.06 | $6,318.47 | $11,664.87 |
0035 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(B) | 611(H) 5972 | VF | 6.000 | 6.000 | 2.750 | 5.140 | $517.06 | $1,421.92 | $2,657.69 |
0036 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,738.000 | 1,738.000 | 44.100 | 1,607.050 | $51.81 | $2,284.82 | $83,261.25 |
0037 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 1,160.000 | 1,160.000 | 1,120.000 | $50.53 | $0.00 | $56,593.60 | |
0038 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 1,679.000 | 1,679.000 | 1,642.000 | $59.74 | $0.00 | $98,093.08 | |
0039 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 1,126.000 | 1,126.000 | 992.200 | $73.61 | $0.00 | $73,035.84 | |
0040 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 5.000 | 5.000 | 4.000 | $999.93 | $0.00 | $3,999.72 | |
0041 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $14,000.00 | $0.00 | $14,000.00 | |
0042 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 293.000 | 293.000 | 2,213.420 | 2,693.000 | $6.80 | $15,051.26 | $18,312.40 |
0043 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,442.000 | 34,107.400 | 3,036.510 | 37,143.910 | $0.56 | $1,700.45 | $20,800.59 |
0044 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 370.000 | 370.000 | 147.310 | $2.88 | $0.00 | $424.26 | |
0045 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 933.000 | 933.000 | -0.400 | 421.550 | $1.89 | $-0.76 | $796.73 |
0046 | SAWING PAVEMENT | 619(C) 0924 | LF | 940.000 | 940.000 | 72.000 | 179.500 | $2.88 | $207.36 | $516.96 |
0047 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 6.000 | 6.000 | $74.55 | $447.30 | $447.30 |
0048 | MAILBOX | 629(C) 4960 | EA | 6.000 | 6.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0049 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 1.000 | 9.000 | $15.98 | $15.98 | $143.82 |
8000 | 30" CORR. GALV. STEEL PIPE | 613(B) 0691 | LF | 0.000 | 26.000 | 26.000 | $64.76 | $0.00 | $1,683.76 | |
8001 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 0.000 | 30.000 | 30.000 | $51.99 | $0.00 | $1,559.70 | |
8002 | 64" X 43" CORR. GALV. STEEL PIPE ARCH | 613(B) 4533 | LF | 0.000 | 52.000 | 52.000 | $102.10 | $0.00 | $5,309.20 | |
8010 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 0.000 | 5.000 | 5.000 | 5.000 | $607.65 | $3,038.25 | $3,038.25 |
8011 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 0.000 | 232.000 | 227.000 | $21.15 | $0.00 | $4,801.05 | |
8015 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 0.000 | $13,670.69 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STP-155B(655)AG | $200,478.52 | $3,434,661.29 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0300/SIGNING AND STRIPING - STP-155B(655)AG | ||||||||
0050 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 0.000 | $69.23 | $0.00 | $0.00 | |
0051 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 95.000 | 95.000 | 94.790 | 94.790 | $17.04 | $1,615.22 | $1,615.22 |
0052 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 222.000 | 222.000 | 148.920 | 148.920 | $7.46 | $1,110.94 | $1,110.94 |
0053 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,366.000 | 16,366.000 | 23,920.000 | $0.46 | $0.00 | $11,003.20 | |
0054 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 175.000 | 175.000 | 205.000 | $2.94 | $0.00 | $602.70 | |
0055 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 9.000 | 9.000 | 10.000 | $74.55 | $0.00 | $745.50 | |
0056 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | $181.05 | $0.00 | $362.10 | |
0057 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 109,000.000 | 109,000.000 | 405.020 | 86,772.000 | $0.07 | $28.35 | $6,074.04 |
0058 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 13,875.000 | 13,875.000 | -232.000 | 4,260.000 | $0.02 | $-4.64 | $85.20 |
0059 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 18,000.000 | 18,000.000 | -5,029.000 | 14,440.000 | $0.80 | $-4,023.20 | $11,552.00 |
0060 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,000.000 | 9,500.000 | -345.000 | 10,823.000 | $1.60 | $-552.00 | $17,316.80 |
0061 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,500.000 | 26,000.000 | -25.000 | 29,245.000 | $0.53 | $-13.25 | $15,499.85 |
0062 | DRUMS | 880(F) 8878 | SD | 177,000.000 | 177,000.000 | -100.000 | 91,708.000 | $0.02 | $-2.00 | $1,834.16 |
8003 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 5,000.000 | 5,065.000 | 9,895.000 | $1.38 | $6,989.70 | $13,655.10 |
8004 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 20,000.000 | 13,843.000 | 14,681.000 | $0.44 | $6,090.92 | $6,459.64 |
8005 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 20,000.000 | 1,573.000 | 8,472.000 | $0.11 | $173.03 | $931.92 |
Subtotals For Category 0300/SIGNING AND STRIPING - STP-155B(655)AG | $11,413.07 | $88,848.37 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0600/STAKING - STP-155B(655)AG | ||||||||
0063 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $66,715.44 | $16,678.86 | $66,715.44 |
Subtotals For Category 0600/STAKING - STP-155B(655)AG | $16,678.86 | $66,715.44 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0640/CONSTRUCTION - STP-155B(655)AG | ||||||||
0064 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $1,953.27 | $976.64 | $1,953.28 |
0065 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
Subtotals For Category 0640/CONSTRUCTION - STP-155B(655)AG | $976.64 | $151,953.28 | ||||||||
Fed/State Project Number: STP-155B(655)AG | Project: 25600(04) | Category: 0900/NON-PARTICIPATING - STP-155B(655)AG | ||||||||
0066 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 0.000 | $372.75 | $0.00 | $0.00 | |
0067 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 5.000 | 6.000 | 6.000 | $2,454.28 | $0.00 | $14,725.68 | |
0068 | METER BOXES ADJUST TO GRADE | 612(F) 0648 | EA | 1.000 | 3.000 | 3.000 | $7,455.00 | $0.00 | $22,365.00 | |
0069 | (PL) IRRIGATION SYSTEM | 616 5010 | LSUM | 1.000 | 1.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
8012 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $17,086.76 | $17,086.76 | $17,086.76 |
8013 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | 1.000 | $14,449.04 | $14,449.04 | $14,449.04 |
Subtotals For Category 0900/NON-PARTICIPATING - STP-155B(655)AG | $31,535.80 | $68,626.48 | ||||||||
Subtotals For Project STP-155B(655)AG /25600(04) | $261,082.89 | $3,810,804.86 |
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-114B(249)AG | Project: 26803(04) | Category: 0100/ROADWAY - STP-114B(249)AG | ||||||||
0070 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $9,000.00 | $0.00 | $9,000.00 | |
0071 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 13,569.000 | 13,569.000 | 13,569.000 | $6.29 | $0.00 | $85,349.02 | |
0072 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $44,000.00 | $0.00 | $44,000.00 | |
0073 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,151.000 | 2,151.000 | 2,071.000 | $1.92 | $0.00 | $3,976.32 | |
0074 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 28.000 | 28.000 | 0.000 | $266.25 | $0.00 | $0.00 | |
0075 | SOLID SLAB SODDING | 230(A) 2806 | SY | 800.000 | 13,000.000 | 11,219.390 | $1.92 | $0.00 | $21,541.23 | |
0076 | SEEDING METHOD A | 232(A) 2813 | AC | 1.700 | 1.700 | 0.000 | $1,065.00 | $0.00 | $0.00 | |
0077 | MOWING | 241 2832 | AC | 1.900 | 1.900 | 0.000 | $106.50 | $0.00 | $0.00 | |
0078 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 13,973.000 | 13,973.000 | 13,973.000 | $4.00 | $0.00 | $55,892.00 | |
0079 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 553.000 | 728.130 | -0.160 | 727.970 | $20.56 | $-3.29 | $14,967.06 |
0080 | TACK COAT | 407(B) 0250 | GAL | 101.000 | 101.000 | 0.000 | $2.40 | $0.00 | $0.00 | |
0081 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 451.000 | 618.000 | 618.000 | $60.00 | $0.00 | $37,080.00 | |
0082 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 13,062.000 | 13,405.440 | -30.200 | 13,375.240 | $11.25 | $-339.75 | $150,471.46 |
0083 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,266.000 | 3,351.360 | -7.550 | 3,343.810 | $99.00 | $-747.45 | $331,037.19 |
0084 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 4,244.000 | 4,244.000 | 4,098.600 | $6.00 | $0.00 | $24,591.60 | |
0085 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 1,206.000 | 1,206.000 | 1,239.480 | $28.76 | $0.00 | $35,647.45 | |
0086 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 953.000 | 953.000 | 0.000 | 932.830 | $37.08 | $0.00 | $34,589.34 |
0087 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 16.000 | 16.000 | 32.000 | $20.14 | $0.00 | $644.48 | |
0088 | TACTILE WARNING DEVICE-RETROFIT | 610(I) 4615 | SF | 26.000 | 26.000 | 0.000 | $38.68 | $0.00 | $0.00 | |
0089 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 5.000 | 0.000 | 0.000 | $2,016.32 | $0.00 | $0.00 | |
0090 | MANHOLE (5' DIAMETER) | 611(A) 2658 | EA | 6.000 | 6.000 | 6.000 | $2,720.38 | $0.00 | $16,322.28 | |
0091 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 4.000 | 5.000 | 5.000 | $4,034.58 | $0.00 | $20,172.90 | |
0092 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 5.000 | 0.000 | 0.000 | $141.24 | $0.00 | $0.00 | |
0093 | ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | 611(B) 2681 | VF | 11.000 | 6.760 | 3.990 | $198.95 | $0.00 | $793.81 | |
0094 | ADD'L.DEPTH IN MANHOLE (6' DIAMETER) | 611(B) 2682 | VF | 10.000 | 10.000 | 0.053 | 8.670 | $514.56 | $27.27 | $4,461.23 |
0095 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 17.000 | 17.000 | 16.000 | $3,037.71 | $0.00 | $48,603.36 | |
0096 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 9.000 | 10.000 | 10.000 | $2,656.72 | $0.00 | $26,567.20 | |
0097 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 16.000 | 19.440 | -3.540 | 15.900 | $517.06 | $-1,830.39 | $8,221.25 |
0098 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 668.000 | 668.000 | 21.100 | 590.000 | $51.81 | $1,093.19 | $30,567.90 |
0099 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 1,057.000 | 1,057.000 | 1,043.500 | $73.61 | $0.00 | $76,812.04 | |
0100 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 506.000 | 506.000 | 498.000 | $86.64 | $0.00 | $43,146.72 | |
0101 | 48" R.C.PIPE CLASS III | 613(A) 0496 | LF | 351.000 | 351.000 | 335.000 | $99.45 | $0.00 | $33,315.75 | |
0102 | 54" R.C.PIPE CLASS III | 613(A) 0497 | LF | 437.000 | 437.000 | 416.500 | $114.54 | $0.00 | $47,705.91 | |
0103 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $5,306.99 | $0.00 | $5,307.00 | |
0104 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 460.000 | 559.000 | 559.000 | $6.80 | $0.00 | $3,801.20 | |
0105 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 9,121.000 | 11,820.170 | -515.820 | 11,304.350 | $0.56 | $-288.86 | $6,330.44 |
0106 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 164.000 | 164.000 | 155.620 | $2.88 | $0.00 | $448.18 | |
0107 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 279.000 | 279.000 | 175.050 | $1.89 | $0.00 | $330.84 | |
0108 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 320.000 | 320.000 | 320.000 | $10.20 | $0.00 | $3,264.00 | |
0109 | SAWING PAVEMENT | 619(C) 0924 | LF | 400.000 | 400.000 | 42.500 | $2.88 | $0.00 | $122.40 | |
0110 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 5.000 | 5.000 | 5.000 | 5.000 | $74.55 | $372.75 | $372.75 |
0111 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 5.000 | 5.000 | $26.63 | $133.15 | $133.15 |
0112 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 5.000 | 4.000 | $15.98 | $0.00 | $63.92 | |
0113 | (PL)REMOVE & RESET LIGHT POLE | 805(D) 8744 | EA | 1.000 | 1.000 | 0.000 | $4,260.00 | $0.00 | $0.00 | |
8006 | JUNCTION BOXES | 611(L) 0487 | CF | 0.000 | 420.000 | -7.680 | 396.960 | $62.91 | $-483.15 | $24,972.75 |
8014 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 0.000 | $7,550.66 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY - STP-114B(249)AG | $-2,066.53 | $1,250,624.13 | ||||||||
Fed/State Project Number: STP-114B(249)AG | Project: 26803(04) | Category: 0300/SIGNING AND STRIPING - STP-114B(249)AG | ||||||||
0114 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 23.000 | 23.000 | 22.680 | 22.680 | $17.04 | $386.47 | $386.47 |
0115 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 59.000 | 59.000 | 39.000 | 39.000 | $7.46 | $290.94 | $290.94 |
0116 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,695.000 | 6,695.000 | 7,919.000 | $0.49 | $0.00 | $3,880.31 | |
0117 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 20.000 | 20.000 | 60.000 | $3.51 | $0.00 | $210.60 | |
0118 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 21,000.000 | 25,540.000 | 25,540.000 | $0.11 | $0.00 | $2,809.40 | |
0119 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,875.000 | 4,875.000 | -115.000 | 2,353.000 | $0.02 | $-2.30 | $47.06 |
0120 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,250.000 | 8,250.000 | -214.000 | 6,305.000 | $0.80 | $-171.20 | $5,044.00 |
0121 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 750.000 | 2,637.000 | -100.000 | 3,351.000 | $1.60 | $-160.00 | $5,361.60 |
0122 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,500.000 | 8,500.000 | 407.000 | 10,042.000 | $0.53 | $215.71 | $5,322.26 |
0123 | DRUMS | 880(F) 8878 | SD | 50,250.000 | 50,250.000 | -1,332.000 | 31,953.000 | $0.02 | $-26.64 | $639.06 |
8007 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 5,000.000 | 30.000 | 4,502.000 | $1.38 | $41.40 | $6,212.76 |
8008 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 20,000.000 | -152.000 | 6,126.000 | $0.44 | $-66.88 | $2,695.44 |
8009 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 20,000.000 | 2,870.000 | $0.11 | $0.00 | $315.70 | |
Subtotals For Category 0300/SIGNING AND STRIPING - STP-114B(249)AG | $507.50 | $33,215.60 | ||||||||
Fed/State Project Number: STP-114B(249)AG | Project: 26803(04) | Category: 0900/NON-PARTICIPATING - STP-114B(249)AG | ||||||||
0124 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 2.000 | 2.000 | 1.000 | $372.75 | $0.00 | $372.75 | |
0125 | VALVE BOXES ADJUST TO GRADE | 612(E) 0647 | EA | 2.000 | 2.000 | 0.000 | $2,454.28 | $0.00 | $0.00 | |
0126 | (PL) IRRIGATION SYSTEM | 616 5010 | LSUM | 1.000 | 1.000 | 0.000 | $1,200.00 | $0.00 | $0.00 | |
Subtotals For Category 0900/NON-PARTICIPATING - STP-114B(249)AG | $0.00 | $372.75 | ||||||||
Subtotals For Project STP-114B(249)AG /26803(04) | $-1,559.03 | $1,284,212.48 |