Contract ID: | 120130 | Estimate Number: | 0031 | 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: | 02/01/2014 TO 03/15/2014 |
Date Awarded: | 08/06/2012 | Date Work Began: | 10/22/2012 | Original Contract Time: | 375 |
Date Contract Executed: | 08/16/2012 | Date Time Stopped: | Current Time Charged: | 397.00 | |
Date NTP Issued: | 08/20/2012 | Completion Date: | Current Time Allowed: | 375.00 | |
General Liability Expires: | 03/01/2015 | Workman's Comp Expires: | 06/30/2014 | Percent Time Used: | 105.87 % |
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): | $5,049,453.91 | Participating: | $4,798,030.05 | $4,610,284.74 | $187,745.31 | ||
Percent Complete: | 95.54 % | Non Participating: | $37,463.43 | $37,463.43 | $0.00 | ||
Unearned Balance: | $224,989.23 | Total Earnings: | $4,835,493.48 | $4,647,748.17 | $187,745.31 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $4,835,493.48 | $4,647,748.17 | $187,745.31 | ||||
Other Adjustments: | $10,971.20 | $-10,184.56 | $21,155.76 | ||||
Liq Dam/Disincentive: | $-22,000.00 | $-1,000.00 | $-21,000.00 | ||||
TOTAL: | $4,824,464.68 | $4,636,563.61 | $187,901.07 |
Contract ID: | 120130 | Estimate Number: | 0031 | 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 |
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 |
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 | Subtotals For Liquidated Damages | $-22,000.00 |
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 | Subtotals For Contract Adjustments | $14,923.75 |
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) | 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 | $-3,952.55 | * = 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: | 0031 | 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 | 27,093.250 | 32,842.810 | $1.92 | $52,019.04 | $63,058.20 |
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 | 4,031.030 | $20.56 | $0.00 | $82,877.97 | |
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 | 81.850 | 2,629.260 | $60.00 | $4,911.00 | $157,755.60 |
0014 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 45,039.000 | 45,039.000 | 2,578.670 | 43,242.710 | $11.25 | $29,010.04 | $486,480.50 |
0015 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 11,260.000 | 11,260.000 | 644.670 | 10,810.640 | $99.00 | $63,822.33 | $1,070,253.36 |
0016 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 322.000 | 322.000 | 117.470 | $8.93 | $0.00 | $1,049.00 | |
0017 | CLASS AA CONCRETE | 509(A) 0319 | CY | 236.000 | 236.000 | 191.880 | $465.98 | $0.00 | $89,412.23 | |
0018 | REINFORCING STEEL | 511(A) 0332 | LB | 28,054.000 | 28,054.000 | 25,644.640 | $0.44 | $0.00 | $11,283.64 | |
0019 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 60.000 | 60.000 | 94.900 | $48.00 | $0.00 | $4,555.20 | |
0020 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 12,444.000 | 12,444.000 | 12,183.650 | $6.00 | $0.00 | $73,101.90 | |
0021 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 3,520.000 | 3,520.000 | 27.220 | 2,721.100 | $28.76 | $782.85 | $78,258.84 |
0022 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 1,711.000 | 1,711.000 | 1,605.660 | $37.08 | $0.00 | $59,537.87 | |
0023 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 88.000 | 88.000 | 104.000 | 104.000 | $20.14 | $2,094.56 | $2,094.56 |
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 | 10.340 | $517.06 | $0.00 | $5,346.40 | |
0035 | ADD'L DEPTH IN INLET W/SJB, CI, DES. 2(B) | 611(H) 5972 | VF | 6.000 | 6.000 | 2.390 | $517.06 | $0.00 | $1,235.77 | |
0036 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 1,738.000 | 1,738.000 | 1,562.950 | $51.81 | $0.00 | $80,976.43 | |
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 | 479.580 | $6.80 | $0.00 | $3,261.14 | |
0043 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 19,442.000 | 34,107.400 | 34,107.400 | $0.56 | $0.00 | $19,100.14 | |
0044 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 370.000 | 370.000 | 32.540 | 147.310 | $2.88 | $93.72 | $424.26 |
0045 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 933.000 | 933.000 | 421.950 | $1.89 | $0.00 | $797.49 | |
0046 | SAWING PAVEMENT | 619(C) 0924 | LF | 940.000 | 940.000 | 107.500 | $2.88 | $0.00 | $309.60 | |
0047 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 0.000 | $74.55 | $0.00 | $0.00 | |
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 | 8.000 | $15.98 | $0.00 | $127.84 | |
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 | 0.000 | $607.65 | $0.00 | $0.00 | |
8011 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 0.000 | 232.000 | 227.000 | $21.15 | $0.00 | $4,801.05 | |
Subtotals For Category 0100/ROADWAY - STP-155B(655)AG | $152,733.54 | $3,234,182.77 | ||||||||
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 | 0.000 | $17.04 | $0.00 | $0.00 | |
0052 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 222.000 | 222.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0053 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 16,366.000 | 16,366.000 | 23,920.000 | 23,920.000 | $0.46 | $11,003.20 | $11,003.20 |
0054 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 175.000 | 175.000 | 205.000 | 205.000 | $2.94 | $602.70 | $602.70 |
0055 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 9.000 | 9.000 | 10.000 | 10.000 | $74.55 | $745.50 | $745.50 |
0056 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 2.000 | 2.000 | 2.000 | 2.000 | $181.05 | $362.10 | $362.10 |
0057 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 109,000.000 | 109,000.000 | 86,366.980 | $0.07 | $0.00 | $6,045.69 | |
0058 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 13,875.000 | 13,875.000 | 668.000 | 4,492.000 | $0.02 | $13.36 | $89.84 |
0059 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 18,000.000 | 18,000.000 | 1,014.000 | 19,469.000 | $0.80 | $811.20 | $15,575.20 |
0060 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,000.000 | 9,500.000 | 930.000 | 11,168.000 | $1.60 | $1,488.00 | $17,868.80 |
0061 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 10,500.000 | 26,000.000 | 2,570.000 | 29,270.000 | $0.53 | $1,362.10 | $15,513.10 |
0062 | DRUMS | 880(F) 8878 | SD | 177,000.000 | 177,000.000 | 8,716.000 | 91,808.000 | $0.02 | $174.32 | $1,836.16 |
8003 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 5,000.000 | 856.000 | 4,830.000 | $1.38 | $1,181.28 | $6,665.40 |
8004 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 20,000.000 | 838.000 | $0.44 | $0.00 | $368.72 | |
8005 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 0.000 | 20,000.000 | 6,899.000 | $0.11 | $0.00 | $758.89 | |
Subtotals For Category 0300/SIGNING AND STRIPING - STP-155B(655)AG | $17,743.76 | $77,435.30 | ||||||||
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 | 0.750 | $66,715.44 | $0.00 | $50,036.58 | |
Subtotals For Category 0600/STAKING - STP-155B(655)AG | $0.00 | $50,036.58 | ||||||||
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 | $1,953.27 | $0.00 | $976.64 | |
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 | $0.00 | $150,976.64 | ||||||||
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 | |
Subtotals For Category 0900/NON-PARTICIPATING - STP-155B(655)AG | $0.00 | $37,090.68 | ||||||||
Subtotals For Project STP-155B(655)AG /25600(04) | $170,477.30 | $3,549,721.97 |
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 | 4,740.340 | 11,219.390 | $1.92 | $9,101.45 | $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 | 728.130 | $20.56 | $0.00 | $14,970.35 | |
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 | 13,405.440 | $11.25 | $0.00 | $150,811.21 | |
0083 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,266.000 | 3,351.360 | 3,351.360 | $99.00 | $0.00 | $331,784.64 | |
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 | 37.220 | 1,239.480 | $28.76 | $1,070.45 | $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 | 16.000 | 32.000 | $20.14 | $322.24 | $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 | 8.617 | $514.56 | $0.00 | $4,433.96 | |
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 | 19.440 | $517.06 | $0.00 | $10,051.64 | |
0098 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 668.000 | 668.000 | 568.900 | $51.81 | $0.00 | $29,474.71 | |
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 | 11,820.170 | $0.56 | $0.00 | $6,619.30 | |
0106 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 164.000 | 164.000 | 34.660 | 155.620 | $2.88 | $99.82 | $448.18 |
0107 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 279.000 | 279.000 | 175.050 | 175.050 | $1.89 | $330.84 | $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 | 0.000 | $74.55 | $0.00 | $0.00 | |
0111 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
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 | 404.640 | $62.91 | $0.00 | $25,455.90 | |
Subtotals For Category 0100/ROADWAY - STP-114B(249)AG | $10,924.80 | $1,252,690.66 | ||||||||
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 | 0.000 | $17.04 | $0.00 | $0.00 | |
0115 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 59.000 | 59.000 | 0.000 | $7.46 | $0.00 | $0.00 | |
0116 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 6,695.000 | 6,695.000 | 7,919.000 | 7,919.000 | $0.49 | $3,880.31 | $3,880.31 |
0117 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 20.000 | 20.000 | 60.000 | 60.000 | $3.51 | $210.60 | $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 | 342.000 | 2,468.000 | $0.02 | $6.84 | $49.36 |
0120 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,250.000 | 8,250.000 | 620.000 | 6,519.000 | $0.80 | $496.00 | $5,215.20 |
0121 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 750.000 | 2,637.000 | 298.000 | 3,451.000 | $1.60 | $476.80 | $5,521.60 |
0122 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 4,500.000 | 8,500.000 | 1,070.000 | 9,635.000 | $0.53 | $567.10 | $5,106.55 |
0123 | DRUMS | 880(F) 8878 | SD | 50,250.000 | 50,250.000 | 3,952.000 | 33,285.000 | $0.02 | $79.04 | $665.70 |
8007 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 0.000 | 5,000.000 | 454.000 | 4,472.000 | $1.38 | $626.52 | $6,171.36 |
8008 | VERTICAL PANELS | 880(D) 8854 | SD | 0.000 | 20,000.000 | 6,278.000 | $0.44 | $0.00 | $2,762.32 | |
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 | $6,343.21 | $32,708.10 | ||||||||
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) | $17,268.01 | $1,285,771.51 |