Contract ID: | 060288 | Estimate Number: | 0016 | Contract No: | 211066 | |||
Residency: | CLINTON (05100) | Estimate Type: | Progressive | Account No: | 400500 | |||
Project Number(s): | ACNHY-009N(082)GB | ||||||||||||
Primary Job Piece No: | 17126(08) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE AND BRIDGE US-183: BEGIN SOUTH OF SH-152, EXTEND NORTH. PROJECT LENGTH = 2.867 MILES FLEXIBLE ESALS =19.0 MILLIONASPHALT GRADE = PG 64-22 OK, PG 76-28 OK | ||||||||||||
Primary County: | WASHITA | ||||||||||||
Name of Road: | US-183 | ||||||||||||
Prime Contractor: | DOBSON BROTHERS CONSTRUCTION CO. | ||||||||||||
XXXXX | |||||||||||||
XXX , OK 00000 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 03/15/2007 | NTP Effective Date: | 08/06/2007 | Pay Period: | 03/01/2008 TO 03/15/2008 |
Date Awarded: | 04/02/2007 | Date Work Began: | 07/23/2007 | Original Contract Time: | 325 |
Date Contract Executed: | 04/10/2007 | Date Time Stopped: | Current Time Charged: | 237.00 | |
Date NTP Issued: | 04/17/2007 | Completion Date: | Current Time Allowed: | 370.00 | |
General Liability Expires: | 06/30/2008 | Workman's Comp Expires: | 06/30/2008 | Percent Time Used: | 64.05 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $11,893,891.64 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $11,893,891.64 | Participating: | $8,403,971.32 | $7,303,671.97 | $1,100,299.35 | ||
Percent Complete: | 71.12 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $3,435,414.25 | Total Earnings: | $8,403,971.32 | $7,303,671.97 | $1,100,299.35 | ||
Unearned Balance: | $3,435,414.25 | Stockpiled Materials: | $40,506.03 | $141,493.82 | $-100,987.79 | ||
Gross Earnings: | $8,444,477.35 | $7,445,165.79 | $999,311.56 | ||||
Other Adjustments: | $14,000.04 | $6,408.35 | $7,591.69 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $8,458,477.39 | $7,451,574.14 | $1,006,903.25 |
Contract ID: | 060288 | Estimate Number: | 0016 | Primary JP: | 17126(08) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Block Retaining Wall with Chain Link Fence | Pending | 0 | 0.0 | $10,599.26 |
002 | Add Arrow Board item | Pending | 0 | 0.0 | $1,431.00 |
003 | Canopy Removal | Pending | 0 | 0.0 | $1,079.53 |
004 | Payment for Cancelled Items | Pending | 0 | 0.0 | $8,404.50 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
17126(08) | 0020 | ASCO MIX-S37628OK | Stockpiled Material Initial Payment | 0012 | $141,493.82 |
17126(08) | 0020 | ASCO MIX-S37628OK | Stockpiled Material Adjustment | 0016 | $-100,987.79 |
17126(08) | 0021 | ASCO MIX-S36422OK | Stockpiled Material Initial Payment | 0012 | $141,493.69 |
17126(08) | 0021 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0014 | $-28,424.85 |
17126(08) | 0021 | ASCO MIX-S36422OK | Stockpiled Material Adjustment | 0013 | $-113,068.84 |
17126(08) | 0043 | HCC-A-AE | Stockpiled Material Adjustment | 0012 | $-237.82 |
17126(08) | 0043 | HCC-A-AE | Stockpiled Material Initial Payment | 0012 | $42,701.03 |
17126(08) | 0043 | HCC-A-AE | Stockpiled Material Adjustment | 0013 | $-24,095.72 |
17126(08) | 0043 | HCC-A-AE | Stockpiled Material Adjustment | 0014 | $-11,612.70 |
17126(08) | 0043 | HCC-A-AE | Stockpiled Material Adjustment | 0015 | $-6,754.80 |
17126(08) | 0044 | HCC-A-AE | Stockpiled Material Adjustment | 0012 | $-9,996.21 |
17126(08) | 0044 | HCC-A-AE | Stockpiled Material Initial Payment | 0012 | $42,701.02 |
17126(08) | 0044 | HCC-A-AE | Stockpiled Material Adjustment | 0014 | $-7,721.76 |
17126(08) | 0044 | HCC-A-AE | Stockpiled Material Adjustment | 0013 | $-18,908.86 |
17126(08) | 0044 | HCC-A-AE | Stockpiled Material Adjustment | 0015 | $-6,074.18 |
17126(08) | 0045 | HCC-A-AE | Stockpiled Material Adjustment | 0012 | $-30,904.35 |
17126(08) | 0045 | HCC-A-AE | Stockpiled Material Initial Payment | 0012 | $42,700.99 |
17126(08) | 0045 | HCC-A-AE | Stockpiled Material Adjustment | 0013 | $-11,796.64 | Subtotals For Stockpile Payments | $40,506.03 |
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 |
17126(08) | 0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $2,701.89 |
17126(08) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $3,710.07 |
17126(08) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $2,395.77 |
17126(08) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $2,225.59 |
17126(08) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | ROADWAY DENSITY | 0015 | 1,923.08 | $-1.00 | $-1,923.08 |
17126(08) | 0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $4,889.80 | Subtotals For Line Item Adjustments | $14,000.04 |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | TIME 'B' BID | 270.00 | 0.00 | $10,000.00 | $0.00 |
Contract ID: | 060288 | Estimate Number: | 0016 | Primary JP: | 17126(08) | |||
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: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $150,000.00 | $7,500.00 | $150,000.00 |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 32,966.000 | 32,966.000 | 2,583.990 | 35,187.860 | $3.20 | $8,268.77 | $112,601.15 |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 50,567.000 | 50,567.000 | 46,211.400 | $5.68 | $0.00 | $262,480.76 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $125,000.00 | $0.00 | $62,500.00 |
0005 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $5,000.00 | $0.00 | $2,500.00 | |
0006 | TEMPORARY BALE BARRIER | 222 2801 | LF | 697.000 | 697.000 | 48.000 | $3.50 | $0.00 | $168.00 | |
0007 | TEMPORARY SILT FENCE | 223 2801 | LF | 7,760.000 | 7,760.000 | 884.000 | 9,633.000 | $1.40 | $1,237.60 | $13,486.20 |
0008 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 7.000 | 7.000 | 5.000 | $100.00 | $0.00 | $500.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,753.000 | 20,753.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0010 | MULCH SODDING | 230(B) 2807 | SY | 55,546.000 | 55,546.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0011 | SEEDING METHOD B | 232(B) 2814 | AC | 11.480 | 11.480 | 0.000 | $250.00 | $0.00 | $0.00 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 22.950 | 22.950 | 0.000 | $200.00 | $0.00 | $0.00 | |
0013 | MOWING | 241 2832 | AC | 75.340 | 75.340 | 8.640 | $30.00 | $0.00 | $259.20 | |
0014 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 66,039.000 | 66,039.000 | 10,627.220 | 66,039.000 | $1.75 | $18,597.64 | $115,568.26 |
0015 | (SP)FLY ASH | 327(A) 4200 | TON | 816.000 | 816.000 | 0.000 | $82.55 | $0.00 | $0.00 | |
0016 | (SP)CEMENTITIOUS STABILIZED SUBGRADE | 327(E) 4240 | SY | 28,303.000 | 28,303.000 | 0.000 | $1.47 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 1,000.000 | 1,000.000 | 0.000 | 4,562.100 | $25.28 | $0.00 | $115,329.89 |
0018 | TACK COAT | 407 0250 | GAL | 20,742.000 | 20,742.000 | 2,900.000 | 10,782.500 | $2.40 | $6,960.00 | $25,878.00 |
0019 | PRIME COAT | 408 5774 | GAL | 16,581.000 | 16,581.000 | 0.000 | 1,280.000 | $4.46 | $0.00 | $5,708.80 |
0020 | (SP)ASPHALT CONCRETE TYPE S3(PG 76-28 OK) | 411(S3) 5935 | TON | 17,139.000 | 17,139.000 | 4,514.430 | 4,514.430 | $60.46 | $272,942.44 | $272,942.44 |
0021 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 47,243.000 | 47,243.000 | 8,170.090 | 41,753.750 | $49.31 | $402,867.14 | $2,058,877.41 |
0022 | (SP)ASPHALT CONCRETE TYPE S4(PG 76-28 OK) | 411(S4) 5950 | TON | 14,580.000 | 14,580.000 | 0.000 | $63.63 | $0.00 | $0.00 | |
0023 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 3,973.000 | 3,973.000 | 0.000 | 677.490 | $46.90 | $0.00 | $31,774.28 |
0024 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 23,682.000 | 23,682.000 | 0.000 | $0.30 | $0.00 | $0.00 | |
0025 | COLD MILLING PAVEMENT | 417 5267 | SY | 4,337.000 | 4,337.000 | 0.000 | $2.12 | $0.00 | $0.00 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 170.000 | 170.000 | 170.000 | $25.00 | $0.00 | $4,250.00 | |
0027 | CLSM BACKFILL | 501(G) 6309 | CY | 1,172.000 | 1,172.000 | 0.000 | 1,172.000 | $120.00 | $0.00 | $140,640.00 |
0028 | (SP)PRECAST RCB 3' X 2' | 508(B) 1000 | LF | 57.000 | 57.000 | 22.000 | $270.00 | $0.00 | $5,940.00 | |
0029 | CLASS A CONCRETE | 509(B) 0321 | CY | 526.240 | 526.240 | 9.960 | 572.320 | $465.00 | $4,631.40 | $266,128.80 |
0030 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 5.960 | 5.960 | 5.960 | $645.00 | $0.00 | $3,844.20 | |
0031 | CLASS C CONCRETE | 509(D) 0325 | CY | 0.600 | 0.600 | 9.800 | 9.800 | $375.00 | $3,675.00 | $3,675.00 |
0032 | RETAINING WALL | 510(A) 6333 | SY | 1,152.000 | 1,152.000 | 1,047.100 | $470.00 | $0.00 | $492,137.00 | |
0033 | REINFORCING STEEL | 511(A) 0332 | LB | 67,352.000 | 67,352.000 | 67,352.000 | $1.50 | $0.00 | $101,028.01 | |
0034 | (PL)PILOT HOLES | 514 6260 | LF | 3,632.000 | 3,632.000 | 1,335.000 | $30.00 | $0.00 | $40,050.00 | |
0035 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 3,356.000 | 3,356.000 | 4,483.450 | $24.25 | $0.00 | $108,723.66 | |
0036 | PILES, FURNISHED (HP 12X74) | 514(A) 6013 | LF | 858.000 | 858.000 | 1,291.820 | $43.00 | $0.00 | $55,548.26 | |
0037 | PILES, FURNISHED (HP 14X117) | 514(A) 6018 | LF | 144.000 | 144.000 | 148.010 | $64.90 | $0.00 | $9,605.85 | |
0038 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 3,356.000 | 3,356.000 | 4,468.850 | $12.60 | $0.00 | $56,307.51 | |
0039 | PILES, DRIVEN (HP 12X74) | 514(B) 6295 | LF | 858.000 | 858.000 | 1,281.430 | $22.20 | $0.00 | $28,447.75 | |
0040 | PILES, DRIVEN (HP 14X117) | 514(B) 6299 | LF | 144.000 | 144.000 | 143.170 | $40.00 | $0.00 | $5,726.80 | |
0041 | TYPE I-A PLAIN RIPRAP | 601A-1 0536 | TON | 941.000 | 941.000 | 468.940 | $45.00 | $0.00 | $21,102.30 | |
0042 | TYPE I-A FILTER BLANKET | 601A-2 0538 | TON | 300.000 | 300.000 | 0.000 | 315.100 | $40.00 | $0.00 | $12,604.00 |
0043 | 1'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1513 | LF | 17,938.000 | 17,938.000 | 2,068.000 | 18,342.000 | $12.65 | $26,160.20 | $232,026.30 |
0044 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 10,089.000 | 10,089.000 | 1,545.700 | 5,969.250 | $29.20 | $45,134.44 | $174,302.10 |
0045 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 9,567.000 | 9,567.000 | 2,257.370 | 9,929.170 | $34.80 | $78,556.48 | $345,535.12 |
0046 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 3.000 | 3.000 | 0.000 | 3.000 | $3,000.00 | $0.00 | $9,000.00 |
0047 | ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | 611(B) 2680 | VF | 4.000 | 4.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0048 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 44.000 | 44.000 | 8.000 | 34.000 | $425.00 | $3,400.00 | $14,450.00 |
0049 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5872 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $6,100.00 | $0.00 | $6,100.00 |
0050 | INLET W/LRG.JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5891 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $8,100.00 | $0.00 | $8,100.00 |
0051 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2 | 611(E) 5970 | EA | 2.000 | 2.000 | 0.000 | 2.000 | $3,500.00 | $0.00 | $7,000.00 |
0052 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B) | 611(E) 5972 | EA | 8.000 | 8.000 | 0.000 | 8.000 | $4,000.00 | $0.00 | $32,000.00 |
0053 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(D) | 611(E) 5974 | EA | 5.000 | 5.000 | 0.000 | 5.000 | $4,800.00 | $0.00 | $24,000.00 |
0054 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.2(B-D) | 611(E) 5978 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $5,800.00 | $0.00 | $5,800.00 |
0055 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B) | 611(E) 5984 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $5,000.00 | $0.00 | $30,000.00 |
0056 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(D) | 611(E) 5986 | EA | 6.000 | 6.000 | 0.000 | 6.000 | $6,100.00 | $0.00 | $36,600.00 |
0057 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(B-D) | 611(E) 5990 | EA | 7.000 | 7.000 | 0.000 | 7.000 | $6,500.00 | $0.00 | $45,500.00 |
0058 | INLET W/SMALL JCT.BOX,CICI-JB-1,DES.3(2D) | 611(E) 5992 | EA | 3.000 | 3.000 | 0.000 | 3.000 | $7,600.00 | $0.00 | $22,800.00 |
0059 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $3,000.00 | $0.00 | $12,000.00 |
0060 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 1.000 | 1.000 | 0.000 | 1.000 | $3,000.00 | $0.00 | $3,000.00 |
0061 | INLET W/SJB,CICI-JB-1,DES.2(ADD'L DEPTH) | 611(F) 5970 | VF | 5.000 | 5.000 | 5.000 | 5.000 | $425.00 | $2,125.00 | $2,125.00 |
0062 | INLET W/SJB,CICI-JB-1,DES.2(B,ADD'L DEPTH) | 611(F) 5972 | VF | 26.000 | 26.000 | 6.000 | 6.000 | $425.00 | $2,550.00 | $2,550.00 |
0063 | INLET W/SJB,CICI-JB-1,DES.2(D,ADD'L DEPTH) | 611(F) 5974 | VF | 7.000 | 7.000 | 7.000 | 7.000 | $425.00 | $2,975.00 | $2,975.00 |
0064 | INLET W/SJB,CICI-JB-1,DES.2(B-D,ADD'L DEPTH) | 611(F) 5978 | VF | 2.000 | 2.000 | 2.000 | 2.000 | $425.00 | $850.00 | $850.00 |
0065 | INLET W/SJB,CICI-JB-1,DES.3(B,ADD'L DEPTH) | 611(F) 5984 | VF | 6.000 | 6.000 | 6.000 | 6.000 | $500.00 | $3,000.00 | $3,000.00 |
0066 | INLET W/SJB,CICI-JB-1,DES.3(D,ADD'L DEPTH) | 611(F) 5986 | VF | 4.000 | 4.000 | 4.000 | 4.000 | $500.00 | $2,000.00 | $2,000.00 |
0067 | INLET W/SJB,CICI-JB-1,DES.3(B-D,ADD'L DEPTH) | 611(F) 5990 | VF | 6.000 | 6.000 | 6.000 | 6.000 | $500.00 | $3,000.00 | $3,000.00 |
0068 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 126.000 | 126.000 | 56.000 | 128.000 | $725.00 | $40,600.00 | $92,800.00 |
0069 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 278.000 | 278.000 | 129.000 | 265.000 | $210.00 | $27,090.00 | $55,650.00 |
0070 | DROP INLET GRATE (SMD-TYPE 2) | 611(L) 4210 | EA | 2.000 | 2.000 | 0.000 | $1,500.00 | $0.00 | $0.00 | |
0071 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 10.000 | 10.000 | 0.000 | $725.00 | $0.00 | $0.00 | |
0072 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 4,413.000 | 4,413.000 | 0.000 | 4,514.000 | $68.00 | $0.00 | $306,952.00 |
0073 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 2,236.000 | 2,236.000 | 2,225.000 | $84.00 | $0.00 | $186,900.00 | |
0074 | 30" R.C.PIPE CLASS III | 613(B) 0493 | LF | 332.000 | 332.000 | 353.000 | $105.00 | $0.00 | $37,065.00 | |
0075 | 58" X 36" R.C.PIPE ARCH CLASS A-III | 613(B) 4500 | LF | 56.000 | 56.000 | 56.000 | $250.00 | $0.00 | $14,000.00 | |
0076 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 10.000 | 10.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0077 | TYPE C6 CULVERT END TREATMENT | 613(CC) 7198 | EA | 2.000 | 2.000 | 0.000 | $3,100.00 | $0.00 | $0.00 | |
0078 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 168.000 | 168.000 | 201.000 | $35.00 | $0.00 | $7,035.00 | |
0079 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 56.000 | 56.000 | 56.000 | $38.00 | $0.00 | $2,128.00 | |
0080 | 58" X 36" PREFAB. CULVERT END SECTION, ARCH | 613(M) 4546 | EA | 1.000 | 1.000 | 1.000 | $1,800.00 | $0.00 | $1,800.00 | |
0081 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5726 | EA | 2.000 | 2.000 | 2.000 | $475.00 | $0.00 | $950.00 | |
0082 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 2.000 | $625.00 | $0.00 | $1,250.00 | |
0083 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5732 | EA | 2.000 | 2.000 | 2.000 | $750.00 | $0.00 | $1,500.00 | |
0084 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 1,054.000 | 1,054.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0085 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 352.000 | 352.000 | 0.000 | $14.00 | $0.00 | $0.00 | |
0086 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.950 | $289,000.00 | $0.00 | $274,550.00 | |
0087 | REMOVAL OF CURB AND GUTTER | 619(B) 4726 | LF | 5,117.000 | 5,117.000 | 13.000 | 6,434.000 | $1.00 | $13.00 | $6,434.00 |
0088 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 3,306.000 | 3,306.000 | 249.790 | 5,410.080 | $5.50 | $1,373.85 | $29,755.48 |
0089 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 66,708.000 | 66,708.000 | 7,906.730 | 57,715.250 | $3.00 | $23,720.19 | $173,145.75 |
0090 | REMOVAL OF CONCRETE PAVEMENT W/ASPHALT OVERLAY | 619(B) 4763 | SY | 435.000 | 435.000 | 1,578.670 | 9,518.570 | $5.50 | $8,682.69 | $52,352.15 |
0091 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 873.000 | 873.000 | 11.670 | 1,079.350 | $2.00 | $23.34 | $2,158.70 |
0092 | PIPE RAILING | 622(A) 4746 | LF | 1,542.000 | 1,542.000 | 0.000 | $95.00 | $0.00 | $0.00 | |
8000 | RETAINING WALL | 510(A) 6333 | SY | 0.000 | 0.000 | 0.000 | $340.58 | $0.00 | $0.00 | |
8001 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(D) 4290 | LF | 0.000 | 0.000 | 0.000 | $52.30 | $0.00 | $0.00 | |
8003 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 0.000 | 0.000 | 0.000 | $1,079.53 | $0.00 | $0.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0200/BRIDGE "CC" | ||||||||
0093 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 496.000 | 496.000 | 372.000 | $20.00 | $0.00 | $7,440.00 | |
0094 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 48.000 | 48.000 | 48.000 | $25.00 | $0.00 | $1,200.00 | |
0095 | CLSM BACKFILL | 501(G) 6309 | CY | 487.000 | 487.000 | 0.000 | 403.000 | $120.00 | $0.00 | $48,360.00 |
0096 | CLASS AA CONCRETE | 509(A) 1326 | CY | 164.000 | 164.000 | 145.280 | $420.00 | $0.00 | $61,017.60 | |
0097 | REINFORCING STEEL | 511(A) 1332 | LB | 27,051.000 | 27,051.000 | 27,050.990 | $1.10 | $0.00 | $29,756.09 | |
0098 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 2.000 | 2.000 | 0.800 | $3,800.00 | $0.00 | $3,040.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0300/TRAFFIC CONTROL | ||||||||
0099 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 22,500.000 | 22,500.000 | 4,240.000 | 53,746.000 | $0.25 | $1,060.00 | $13,436.50 |
0100 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 856(C) 8851 | LF | 7,500.000 | 7,500.000 | 0.000 | $0.75 | $0.00 | $0.00 | |
0101 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 3,000.000 | 3,000.000 | 50.000 | 50.000 | $0.75 | $37.50 | $37.50 |
0102 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,800.000 | 2,800.000 | 289.000 | 13,798.000 | $0.25 | $72.25 | $3,449.50 |
0103 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 5,500.000 | 5,500.000 | 1,745.000 | 13,957.000 | $0.50 | $872.50 | $6,978.50 |
0104 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,100.000 | 10,100.000 | 690.000 | 8,533.000 | $0.50 | $345.00 | $4,266.50 |
0105 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 18,750.000 | 18,750.000 | 1,075.000 | 15,117.000 | $0.50 | $537.50 | $7,558.50 |
0106 | BARRICADES(TYPE II) | 880(C) 8836 | SD | 7,100.000 | 7,100.000 | 240.000 | 2,670.000 | $0.10 | $24.00 | $267.00 |
0107 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 5,250.000 | 5,250.000 | 870.000 | 9,794.000 | $0.75 | $652.50 | $7,345.50 |
0108 | WING BARRICADES | 880(C) 8848 | SD | 3,850.000 | 3,850.000 | 60.000 | 964.000 | $0.50 | $30.00 | $482.00 |
0109 | VERTICAL PANELS | 880(D) 8854 | SD | 14,675.000 | 14,675.000 | 0.000 | $0.30 | $0.00 | $0.00 | |
0110 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 29,250.000 | 29,250.000 | 2,605.000 | 33,418.000 | $0.25 | $651.25 | $8,354.50 |
0111 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 36,700.000 | 36,700.000 | 1,405.000 | 14,496.000 | $0.10 | $140.50 | $1,449.60 |
0112 | DRUMS | 880(F) 8878 | SD | 22,000.000 | 22,000.000 | 14,595.000 | 151,519.000 | $0.30 | $4,378.50 | $45,455.70 |
8002 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 0.000 | 0.000 | 0.000 | $5.30 | $0.00 | $0.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0301/SIGNING & STRIPING | ||||||||
0113 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 707.000 | 707.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0114 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 68.000 | 68.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0115 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 140.000 | 140.000 | 0.000 | $30.00 | $0.00 | $0.00 | |
0116 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 1,028.000 | 1,028.000 | 0.000 | $8.00 | $0.00 | $0.00 | |
0117 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 64,235.000 | 64,235.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0118 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 37.000 | 37.000 | 0.000 | $60.00 | $0.00 | $0.00 | |
0119 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 8.000 | 8.000 | 0.000 | $120.00 | $0.00 | $0.00 | |
0120 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8722 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $1,000.00 | $250.00 | $750.00 |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0302/LIGHTING | ||||||||
0121 | 2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8340 | LF | 2,211.000 | 2,211.000 | 0.000 | $16.00 | $0.00 | $0.00 | |
0122 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 6,686.000 | 6,686.000 | 5,986.000 | $2.30 | $0.00 | $13,767.80 | |
0123 | PULL BOX(SIZE I) | 803 8065 | EA | 14.000 | 14.000 | 9.000 | 9.000 | $198.00 | $1,782.00 | $1,782.00 |
0124 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 55.440 | 55.440 | 11.880 | 50.160 | $290.00 | $3,445.20 | $14,546.40 |
0125 | REINFORCING STEEL | 804(B) 2916 | LB | 2,370.000 | 2,370.000 | 563.600 | 2,200.650 | $1.30 | $732.68 | $2,860.85 |
0126 | 50' MTG & 10' HLMA(G.STL.) | 806(C) 8964 | EA | 42.000 | 42.000 | 0.000 | $1,910.00 | $0.00 | $0.00 | |
0127 | BREAKAWAY BASE (DES. C) | 807 8093 | EA | 42.000 | 42.000 | 9.000 | 38.000 | $645.00 | $5,805.00 | $24,510.00 |
0128 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 42.000 | 42.000 | 0.000 | $324.00 | $0.00 | $0.00 | |
0129 | SERVICE POLE | 810(A) 3118 | EA | 3.000 | 3.000 | 0.000 | $1,443.00 | $0.00 | $0.00 | |
0130 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 16,685.000 | 16,685.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0131 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 25,814.000 | 25,814.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0303/TRAFFIC SIGNAL | ||||||||
0132 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 100.000 | 100.000 | 100.000 | 100.000 | $3.60 | $360.00 | $360.00 |
0133 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 290.000 | 290.000 | 290.000 | 290.000 | $18.00 | $5,220.00 | $5,220.00 |
0134 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 60.000 | 60.000 | 60.000 | 60.000 | $4.40 | $264.00 | $264.00 |
0135 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 3.000 | 3.000 | $198.00 | $594.00 | $594.00 |
0136 | PULL BOX(SIZE II) | 803 8066 | EA | 1.000 | 1.000 | 1.000 | 1.000 | $265.00 | $265.00 | $265.00 |
0137 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 11.400 | 11.400 | 11.520 | 11.520 | $280.00 | $3,225.60 | $3,225.60 |
0138 | REINFORCING STEEL | 804(B) 2916 | LB | 1,746.300 | 1,746.300 | 1,746.300 | 1,746.300 | $1.30 | $2,270.19 | $2,270.19 |
0139 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 0.000 | $4,490.00 | $0.00 | $0.00 | |
0140 | 32'MH POLE 40'TS & 10'LMA(G.STL.) | 806(A) 8312 | EA | 1.000 | 1.000 | 0.000 | $5,172.00 | $0.00 | $0.00 | |
0141 | 32'MH POLE 50'TS & 10'LMA(G.STL.) | 806(A) 8314 | EA | 1.000 | 1.000 | 0.000 | $6,684.00 | $0.00 | $0.00 | |
0142 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 0.000 | $323.00 | $0.00 | $0.00 | |
0143 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 0.000 | $1,143.00 | $0.00 | $0.00 | |
0144 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 200.000 | 200.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
0145 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,605.000 | 1,605.000 | 0.000 | $0.65 | $0.00 | $0.00 | |
0146 | VEH.ACT.SOL.ST.TRAF.SIG.CON.ASM | 825 8550 | EA | 1.000 | 1.000 | 0.000 | $11,607.00 | $0.00 | $0.00 | |
0147 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 0.000 | $21,196.00 | $0.00 | $0.00 | |
0148 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 8.000 | 8.000 | 0.000 | $290.00 | $0.00 | $0.00 | |
0149 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 8.000 | 8.000 | 0.000 | $478.00 | $0.00 | $0.00 | |
0150 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 4.000 | 4.000 | 0.000 | $803.00 | $0.00 | $0.00 | |
0151 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 8.000 | 8.000 | 0.000 | $305.00 | $0.00 | $0.00 | |
0152 | BACKPLATE | 833 3030 | EA | 12.000 | 12.000 | 0.000 | $81.00 | $0.00 | $0.00 | |
0153 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 1,105.000 | 1,105.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
0154 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 250.000 | 250.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
0155 | 15/C TRAF.SIG.EL.CABLE | 834(A) 8211 | LF | 630.000 | 630.000 | 0.000 | $3.90 | $0.00 | $0.00 | |
0156 | (PL)E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 0.000 | $890.00 | $0.00 | $0.00 | |
0157 | (PL)E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 4.000 | 4.000 | 0.000 | $434.00 | $0.00 | $0.00 | |
0158 | (PL)E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 880.000 | 880.000 | 0.000 | $0.84 | $0.00 | $0.00 | |
0159 | (PL)E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 2.000 | 2.000 | 0.000 | $1,197.00 | $0.00 | $0.00 | |
0160 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 55.000 | 55.000 | 0.000 | $23.00 | $0.00 | $0.00 | |
0161 | (PL)TRAFFIC ITEMS(SIGNALS) | 890 7706 | LSUM | 1.000 | 1.000 | 0.000 | $6,726.00 | $0.00 | $0.00 | |
0162 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 0.250 | 1.000 | $2,400.00 | $600.00 | $2,400.00 |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0304/SANITARY SEWER | ||||||||
0163 | SANITARY SEWER SERVICE LINE | 615(E) 0300 | LF | 1,120.000 | 1,120.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0305/WATERLINE | ||||||||
0164 | (PL)INSTALL WATER LINE | 616(I) 0150 | LSUM | 1.000 | 1.000 | 1.000 | $725,000.00 | $0.00 | $725,000.00 | |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0600/STAKING | ||||||||
0165 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $125,000.00 | $31,250.00 | $93,750.00 |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0640/CONSTRUCTION | ||||||||
0166 | FIELD OFFICE | 640 1426 | EA | 1.000 | 1.000 | 1.000 | $5,037.36 | $0.00 | $5,037.36 | |
0167 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $325,000.00 | $0.00 | $325,000.00 | |
0168 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.250 | 0.500 | $150,000.00 | $37,500.00 | $75,000.00 |
Fed/State Project Number: ACNHY-009N(082)GB | Project: 17126(08) | Category: 0900/Non Participation | ||||||||
8004 | COMPENSATION FOR CANCELED WORK ITEMS | 109 1125 | LSUM | 0.000 | 0.000 | 0.000 | $8,404.50 | $0.00 | $0.00 | |
Subtotals For Project ACNHY-009N(082)GB /17126(08) | $1,100,299.35 | $8,403,971.32 |