Contract ID: | 090317 | Estimate Number: | 0019 | Contract No: | 411074 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | NH-STIM(039) | ||||||||||||
Primary Job Piece No: | 20316(18) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE US-81 BYPASS: AT BOIS D'ARC AVENUE, 1.5 MILES WEST OF US-81. PROJECT LENGTH = 0.441 MILES | ||||||||||||
Primary County: | STEPHENS | ||||||||||||
Name of Road: | US-81 BYPASS | ||||||||||||
Prime Contractor: | OBC, INC. | ||||||||||||
P.O. BOX 3817 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 03/19/2009 | NTP Effective Date: | 06/01/2009 | Pay Period: | 08/01/2010 TO 06/15/2011 |
Date Awarded: | 03/30/2009 | Date Work Began: | 06/01/2009 | Original Contract Time: | 270 |
Date Contract Executed: | 04/02/2009 | Date Time Stopped: | 06/15/2011 | Current Time Charged: | 676.00 |
Date NTP Issued: | 04/03/2009 | Completion Date: | 06/15/2011 | Current Time Allowed: | 755.00 |
General Liability Expires: | 05/01/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 89.54 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $5,507,637.30 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $5,504,958.27 | Participating: | $5,525,210.36 | $5,483,790.00 | $41,420.36 | ||
Percent Complete: | 100 % | Non Participating: | $2,679.03 | $2,679.03 | $0.00 | ||
Funds Available: | $2.37 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $-2,676.66 | Total Earnings: | $5,527,889.39 | $5,486,469.03 | $41,420.36 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $5,527,889.39 | $5,486,469.03 | $41,420.36 | ||||
Other Adjustments: | $-20,254.46 | $-18,650.86 | $-1,603.60 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $5,507,634.93 | $5,467,818.17 | $39,816.76 |
Contract ID: | 090317 | Estimate Number: | 0019 | Primary JP: | 20316(18) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Replaces Special Provision 108-STIM | Approved | 04/29/2009 | 0.0 | $0.00 |
002 | Adds Revised Sheet to the Plans | Approved | 02/24/2010 | 0.0 | $0.00 |
003 | Material Taken into Warehouse Stock | Approved | 02/24/2010 | 0.0 | $2,679.03 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20316(18) | 0069 | Traffic Rail Epoxy Coated Reinf. Steel | Stockpiled Material Initial Payment | 0006 | $3,142.04 |
20316(18) | 0069 | Traffic Rail Epoxy Coated Reinf. Steel | Stockpiled Material Adjustment | 0011 | $-3,142.04 |
20316(18) | 0070 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0006 | $19,185.54 |
20316(18) | 0070 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0010 | $-19,185.54 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0002 | $23,483.24 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0002 | $-4,222.24 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0003 | $-16,782.92 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0005 | $-2,478.08 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Closure | 0009 | $-4,693.84 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Adjustment | 0008 | $-81,385.85 |
20316(18) | 0076 | RSTL EPXY FABS (AML) | Stockpiled Material Initial Payment | 0006 | $86,079.69 |
20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Adjustment | 0003 | $-11,909.25 |
20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Initial Payment | 0001 | $0.00 |
20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Closure | 0002 | $0.00 |
20316(18) | 0077 | Steel Piling, HP 10x42 | Stockpiled Material Initial Payment | 0002 | $11,909.25 |
20316(18) | 0082 | Bearing Pads | Stockpiled Material Adjustment | 0005 | $-2,404.48 |
20316(18) | 0082 | Bearing Pads | Stockpiled Material Adjustment | 0004 | $-2,404.48 |
20316(18) | 0082 | Bearing Pads | Stockpiled Material Initial Payment | 0001 | $4,808.96 |
20316(18) | 0083 | Bearing Pad | Stockpiled Material Adjustment | 0004 | $-4,974.96 |
20316(18) | 0083 | Bearing Pad | Stockpiled Material Initial Payment | 0001 | $6,633.28 |
20316(18) | 0083 | Bearing Pad | Stockpiled Material Adjustment | 0005 | $-1,658.32 | 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 |
Withhold to Funds Avail(Prog. Est. Only) | 0019 | $-4,388.59 | Subtotals For Contract Adjustments | $-4,388.59 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
20316(18) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0007 | -2,174.00 | $2.20 | $-4,782.80 |
20316(18) | 0005 | TEMPORARY SILT FENCE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $4,782.80 |
20316(18) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0007 | -350.00 | $8.80 | $-3,080.00 |
20316(18) | 0008 | TEMPORARY SILT DIKE | * Material Discrepancy Adjustments | 0008 | 0.00 | $0.00 | $3,080.00 |
20316(18) | 0010 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0015 | 0.00 | $0.00 | $-47,105.60 |
20316(18) | 0010 | SOLID SLAB SODDING | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $47,105.60 |
20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0007 | -2,194.42 | $2.20 | $-4,827.72 |
20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0009 | 0.00 | $0.00 | $-3,506.30 |
20316(18) | 0014 | SEPARATOR FABRIC | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $8,334.02 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $191.76 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * SUBSTANDARD ITEM | 0010 | 0.00 | $0.00 | $-3,338.74 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $115.35 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $588.84 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $69.22 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $121.55 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | * Material Discrepancy Adjustments | 0019 | 0.00 | $0.00 | $-1.37 |
20316(18) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0019 | -0.46 | $7.62 | $-3.51 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 0.00 | $0.00 | $100.69 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 0.00 | $0.00 | $365.83 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * SUBSTANDARD ITEM | 0009 | 0.00 | $0.00 | $-6,542.21 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $77.14 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 0.00 | $0.00 | $496.12 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 0.00 | $0.00 | $18.32 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $149.55 |
20316(18) | 0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 365.88 | $7.62 | $2,789.87 |
20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 0.00 | $0.00 | $172.11 |
20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $1,372.80 |
20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $2,070.05 |
20316(18) | 0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 0.00 | $0.00 | $2,441.29 |
20316(18) | 0029 | TYPE I-A FILTER BLANKET | * Material Discrepancy Adjustments | 0010 | 0.00 | $0.00 | $-949.70 |
20316(18) | 0033 | INLET CICI DES. 2 (STD) | * Material Discrepancy Adjustments | 0009 | 3.00 | $-2,640.00 | $-7,920.00 |
20316(18) | 0035 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | * Material Discrepancy Adjustments | 0007 | -6.00 | $275.00 | $-1,650.00 |
20316(18) | 0081 | DRILLED SHAFTS 60" DIAMETER | * SUBSTANDARD ITEM | 0003 | 0.00 | $0.00 | $-6,600.83 |
20316(18) | 0099 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0016 | -133.60 | $1.38 | $-184.37 |
20316(18) | 0099 | REINFORCING STEEL | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $184.37 |
20316(18) | 0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0016 | -1,664.00 | $1.21 | $-2,013.44 |
20316(18) | 0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $2,013.44 |
20316(18) | 0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0016 | -550.00 | $0.58 | $-319.00 |
20316(18) | 0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | * Material Discrepancy Adjustments | 0018 | 0.00 | $0.00 | $319.00 | Subtotals For Line Item Adjustments | $-15,865.87 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | Internal Mileston | 60.00 | 59.00 | $1,000.00 | $0.00 |
Contract ID: | 090317 | Estimate Number: | 0019 | Primary JP: | 20316(18) | |||
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: NH-STIM(039) | Project: 20316(18) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $110,000.00 | $0.00 | $110,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 39,323.300 | 39,323.300 | 39,323.300 | $3.41 | $0.00 | $134,092.45 | |
0003 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 199,834.500 | 199,834.500 | 0.000 | 199,834.500 | $3.58 | $0.00 | $715,407.51 |
0004 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 1.000 | $82,500.00 | $0.00 | $82,500.00 | |
0005 | TEMPORARY SILT FENCE | 223 2801 | LF | 6,270.740 | 6,270.740 | 2,174.000 | $2.20 | $0.00 | $4,782.80 | |
0006 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 2.000 | 2.000 | 0.000 | $275.00 | $0.00 | $0.00 | |
0007 | TEMPORARY SEDIMENT BASIN | 225 2804 | EA | 2.000 | 2.000 | 0.000 | $1,100.00 | $0.00 | $0.00 | |
0008 | TEMPORARY SILT DIKE | 227 0100 | LF | 308.000 | 308.000 | 350.000 | $8.80 | $0.00 | $3,080.00 | |
0009 | DITCH LINER PROTECTION | 229 4318 | LF | 1,100.000 | 1,100.000 | 483.000 | $1.10 | $0.00 | $531.30 | |
0010 | SOLID SLAB SODDING | 230(A) 2806 | SY | 86,089.420 | 86,089.420 | 0.000 | 114,941.040 | $1.65 | $0.00 | $189,652.71 |
0011 | SEEDING METHOD B | 232(B) 2814 | AC | 17.790 | 17.790 | 0.000 | $550.00 | $0.00 | $0.00 | |
0012 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.790 | 17.790 | 0.000 | $275.00 | $0.00 | $0.00 | |
0013 | MOWING | 241 2832 | AC | 44.500 | 44.500 | 0.040 | 23.790 | $66.00 | $2.64 | $1,570.14 |
0014 | SEPARATOR FABRIC | 325 5271 | SY | 22,959.130 | 22,959.130 | 21,636.180 | $2.20 | $0.00 | $47,599.59 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 403(E) 0225 | TON | 300.000 | 300.000 | 0.000 | 228.670 | $33.00 | $0.00 | $7,546.11 |
0016 | TACK COAT | 407 0250 | GAL | 1,380.140 | 1,380.140 | 400.000 | 1,225.000 | $3.30 | $1,320.00 | $4,042.50 |
0017 | PRIME COAT | 408 5774 | GAL | 11,552.890 | 11,552.890 | 1,467.200 | 9,199.190 | $6.60 | $9,683.52 | $60,714.65 |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 70-28 OK) | 411(S3) 5940 | TON | 3,047.020 | 3,047.020 | -0.460 | 2,938.910 | $74.80 | $-34.41 | $219,830.47 |
0019 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 4,758.460 | 4,758.460 | 365.880 | 4,587.160 | $66.00 | $24,148.08 | $302,752.56 |
0020 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 1,538.480 | 1,538.480 | 0.000 | 2,408.130 | $77.00 | $0.00 | $185,426.01 |
0021 | RUMBLE STRIP-METHOD AC-CON | 413(A) 4861 | LF | 1,600.000 | 1,600.000 | 4,497.000 | $2.81 | $0.00 | $12,636.57 | |
0022 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 7,709.420 | 7,709.420 | 7,979.780 | $22.00 | $0.00 | $175,555.16 | |
0023 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 1,713.200 | 1,713.200 | -1.540 | 1,774.210 | $99.00 | $-152.46 | $175,646.79 |
0024 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 302.000 | 302.000 | 302.000 | $11.00 | $0.00 | $3,322.00 | |
0025 | CLASS AA CONCRETE | 509(A) 0319 | CY | 663.800 | 663.800 | 663.800 | $412.50 | $0.00 | $273,817.50 | |
0026 | CLASS C CONCRETE | 509(D) 0325 | CY | 60.000 | 60.000 | -0.010 | 25.910 | $330.00 | $-3.30 | $8,550.30 |
0027 | REINFORCING STEEL | 511(A) 0332 | LB | 80,720.000 | 80,720.000 | 80,720.000 | $0.77 | $0.00 | $62,154.40 | |
0028 | TYPE I-A PLAIN RIPRAP | 601(A-1)0536 | TON | 60.000 | 60.000 | 24.210 | 90.350 | $41.80 | $1,011.98 | $3,776.63 |
0029 | TYPE I-A FILTER BLANKET | 601(A-2)0538 | TON | 18.000 | 18.000 | 22.720 | $41.80 | $0.00 | $949.70 | |
0030 | 1'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1501 | LF | 1,058.000 | 1,058.000 | 1,568.000 | $19.80 | $0.00 | $31,046.40 | |
0031 | 2'-8" COMB. CURB & GUTTER (6" BARRIER) | 609(B) 1525 | LF | 3,096.000 | 3,096.000 | 2,470.000 | $22.00 | $0.00 | $54,340.00 | |
0032 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 186.900 | 186.900 | 488.100 | $66.00 | $0.00 | $32,214.60 | |
0033 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 3.000 | 3.000 | 3.000 | $2,640.00 | $0.00 | $7,920.00 | |
0034 | INLET (SMD-TYPE 1) | 611(E) 6000 | EA | 2.000 | 2.000 | 2.000 | $1,320.00 | $0.00 | $2,640.00 | |
0035 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 6.000 | 6.000 | 6.000 | $275.00 | $0.00 | $1,650.00 | |
0036 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 343.000 | 343.000 | 341.000 | $96.80 | $0.00 | $33,008.80 | |
0037 | 42" R.C.PIPE CLASS III | 613(B) 0495 | LF | 74.000 | 74.000 | 72.000 | $114.40 | $0.00 | $8,236.80 | |
0038 | 48" R.C.PIPE CLASS III | 613(B) 0496 | LF | 169.000 | 169.000 | 169.000 | $140.80 | $0.00 | $23,795.20 | |
0039 | 30" R.C.PIPE CLASS IV | 613(B) 0584 | LF | 206.000 | 206.000 | 206.000 | $161.70 | $0.00 | $33,310.20 | |
0040 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 4.000 | 4.000 | 4.000 | $737.00 | $0.00 | $2,948.00 | |
0041 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 5.000 | 5.000 | 5.000 | $825.00 | $0.00 | $4,125.00 | |
0042 | TYPE C4 CULVERT END TREATMENT | 613(CC) 7188 | EA | 2.000 | 2.000 | 2.000 | $1,793.00 | $0.00 | $3,586.00 | |
0043 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 1.000 | 1.000 | 1.000 | $2,233.00 | $0.00 | $2,233.00 | |
0044 | TYPE E4 CULVERT END TREATMENT | 613(CC) 7190 | EA | 2.000 | 2.000 | 2.000 | $2,750.00 | $0.00 | $5,500.00 | |
0045 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 60.000 | 60.000 | 75.000 | $35.20 | $0.00 | $2,640.00 | |
0046 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(D) 4527 | LF | 50.000 | 50.000 | 50.000 | $35.20 | $0.00 | $1,760.00 | |
0047 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1092 | LF | 3,150.000 | 3,150.000 | 2,150.000 | $6.60 | $0.00 | $14,190.00 | |
0048 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1097 | LF | 250.000 | 250.000 | 100.000 | $6.60 | $0.00 | $660.00 | |
0049 | TRENCH EXCAVATION | 613(S) 1180 | CY | 1,364.500 | 1,364.500 | 560.400 | $11.00 | $0.00 | $6,164.40 | |
0050 | STANDARD BEDDING MATERIAL | 613(T) 1181 | CY | 463.500 | 463.500 | -1.740 | 454.060 | $30.80 | $-53.59 | $13,985.05 |
0051 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0052 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 7,200.000 | 7,200.000 | 0.000 | 7,031.100 | $6.60 | $0.00 | $46,405.26 |
0053 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 2,900.000 | 2,900.000 | 1,643.830 | $5.50 | $0.00 | $9,041.07 | |
0054 | REMOVAL OF CURB | 619(B) 4791 | LF | 4,400.000 | 4,400.000 | 4,370.000 | $1.10 | $0.00 | $4,807.00 | |
0055 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,265.200 | 2,265.200 | 0.000 | 3,216.000 | $4.40 | $0.00 | $14,150.40 |
0056 | BEAM GUARD RAIL-W-BEAM-SINGLE | 623(A) 0932 | LF | 325.000 | 325.000 | 325.000 | $18.15 | $0.00 | $5,898.75 | |
0057 | THRIE BEAM BRIDGE CONNECTION-TYPE A | 623(E) 7114 | EA | 2.000 | 2.000 | 2.000 | $1,595.00 | $0.00 | $3,190.00 | |
0058 | GUARD RAIL ANCHOR UNIT (TYPE I) | 623(F) 6032 | EA | 1.000 | 1.000 | 1.000 | $1,870.00 | $0.00 | $1,870.00 | |
0059 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 3.000 | 3.000 | 3.000 | $2,365.00 | $0.00 | $7,095.00 | |
0060 | (SP)FENCE-STYLE SWF (4 BARBED WIRE) | 624(C) 4458 | LF | 1,076.400 | 1,076.400 | 1,096.000 | $3.64 | $0.00 | $3,989.44 | |
0061 | (SP)FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,486.000 | 1,486.000 | 1,509.000 | $3.80 | $0.00 | $5,734.20 | |
0062 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 4.000 | 4.000 | 4.000 | $82.50 | $0.00 | $330.00 | |
0063 | MAILBOX | 629(C) 4960 | EA | 4.000 | 4.000 | 4.000 | $22.00 | $0.00 | $88.00 | |
0064 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 4.000 | 4.000 | 3.000 | $11.00 | $0.00 | $33.00 | |
0065 | OUTLET LATERAL HEADWALL | 653(C) 5946 | EA | 4.000 | 4.000 | 4.000 | $550.00 | $0.00 | $2,200.00 | |
Subtotals For Category 0100/ROADWAY | $35,922.46 | $3,231,723.42 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0200/BRIDGE 'G' | ||||||||
0066 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 130.000 | 130.000 | 0.000 | 130.000 | $16.50 | $0.00 | $2,145.00 |
0067 | GRANULAR BACKFILL | 501(F) 6352 | CY | 162.000 | 162.000 | 162.000 | $65.00 | $0.00 | $10,530.00 | |
0068 | (PL)FALSEWORK JACKING | 502 6116 | LSUM | 1.000 | 1.000 | 1.000 | $8,250.00 | $0.00 | $8,250.00 | |
0069 | (PL)BRIDGE TRAFFIC RAIL | 504 6179 | LF | 643.400 | 643.400 | 643.400 | $67.00 | $0.00 | $43,107.80 | |
0070 | APPROACH SLAB | 504(A) 1304 | SY | 586.300 | 586.300 | 586.300 | $165.00 | $0.00 | $96,739.50 | |
0071 | STRUCTURAL STEEL | 506(A) 1322 | LB | 469,770.000 | 469,770.000 | 0.000 | 469,770.000 | $1.58 | $0.00 | $742,236.60 |
0072 | CLASS AA CONCRETE | 509(A) 1326 | CY | 590.300 | 590.300 | 590.300 | $468.00 | $0.00 | $276,260.40 | |
0073 | CLASS A CONCRETE | 509(B) 1328 | CY | 371.800 | 371.800 | 371.800 | $460.00 | $0.00 | $171,028.00 | |
0074 | SLOPE WALL (5") | 510(C) 6138 | SY | 1,054.000 | 1,054.000 | 1,054.000 | $65.00 | $0.00 | $68,510.00 | |
0075 | REINFORCING STEEL | 511(A) 1332 | LB | 3,270.000 | 3,270.000 | 0.000 | 3,270.000 | $0.91 | $0.00 | $2,975.70 |
0076 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 239,620.000 | 239,620.000 | 239,620.000 | $0.90 | $0.00 | $215,658.00 | |
0077 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 603.000 | 603.000 | 603.000 | $30.30 | $0.00 | $18,270.90 | |
0078 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 603.000 | 603.000 | 516.570 | $16.50 | $0.00 | $8,523.41 | |
0079 | PILE LOAD TEST (DYNAMIC) | 514(F) 6354 | EA | 18.000 | 18.000 | 0.000 | 18.000 | $705.00 | $0.00 | $12,690.00 |
0080 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,031.000 | 1,031.000 | 1,031.000 | $3.30 | $0.00 | $3,402.30 | |
0081 | DRILLED SHAFTS 60" DIAMETER | 516(A) 6096 | LF | 302.000 | 302.000 | 0.000 | 302.000 | $710.00 | $0.00 | $214,420.00 |
0082 | (PL)FIXED BEARING ASSEMBLY | 535 6164 | EA | 16.000 | 16.000 | 0.000 | 16.000 | $510.00 | $0.00 | $8,160.00 |
0083 | (PL)EXPANSION BEARING ASSEMBLY | 535 6165 | EA | 48.000 | 48.000 | 0.000 | 48.000 | $1,385.00 | $0.00 | $66,480.00 |
0084 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 6204 | LF | 332.000 | 332.000 | 332.000 | $33.00 | $0.00 | $10,956.00 | |
0085 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 6207 | LF | 36.000 | 36.000 | 36.000 | $33.00 | $0.00 | $1,188.00 | |
Subtotals For Category 0200/BRIDGE 'G' | $0.00 | $1,981,531.61 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0300/TRAFFIC | ||||||||
0086 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 183.860 | 183.860 | 48.000 | 231.860 | $38.50 | $1,848.00 | $8,926.61 |
0087 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 330.000 | 330.000 | -3.000 | 219.000 | $79.20 | $-237.60 | $17,344.80 |
0088 | DELINEATORS(TYPE 1, CODE 1, FLEXIBLE) | 853 9042 | EA | 24.000 | 24.000 | 23.000 | $33.00 | $0.00 | $759.00 | |
0089 | DELINEATORS(TYPE 1, CODE 2, FLEXIBLE) | 853 9045 | EA | 25.000 | 25.000 | 25.000 | $33.00 | $0.00 | $825.00 | |
0090 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 52,260.000 | 52,260.000 | 30,114.500 | $0.66 | $0.00 | $19,875.57 | |
0091 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 2.000 | 2.000 | 2.000 | $93.50 | $0.00 | $187.00 | |
0092 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $40,700.00 | $2,035.00 | $40,700.00 |
0093 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 540.000 | 540.000 | -5.000 | 244.000 | $22.00 | $-110.00 | $5,368.00 |
Subtotals For Category 0300/TRAFFIC | $3,535.40 | $93,985.98 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0301/HIGHWAY LIGHTING | ||||||||
0094 | 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED | 802(A) 8306 | LF | 315.000 | 315.000 | 310.000 | $12.10 | $0.00 | $3,751.00 | |
0095 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 600.000 | 600.000 | 504.000 | $4.46 | $0.00 | $2,247.84 | |
0096 | JUNCTION BOX(8" X 8" X 6") | 802(D) 8372 | EA | 2.000 | 2.000 | 1.000 | $638.00 | $0.00 | $638.00 | |
0097 | PULL BOX(SIZE I) | 803 8065 | EA | 3.000 | 3.000 | 2.000 | $357.50 | $0.00 | $715.00 | |
0098 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 2.320 | 2.320 | 2.320 | $522.50 | $0.00 | $1,212.20 | |
0099 | REINFORCING STEEL | 804(B) 2916 | LB | 133.600 | 133.600 | 133.600 | $1.38 | $0.00 | $184.37 | |
0100 | 40' MTG & 10' HLMA(G.STL.) | 806(C) 8924 | EA | 5.000 | 5.000 | 5.000 | $1,861.20 | $0.00 | $9,306.00 | |
0101 | BREAKAWAY BASE (DES. B) | 807 8092 | EA | 3.000 | 3.000 | 3.000 | $456.50 | $0.00 | $1,369.50 | |
0102 | (PL)ROADWAY LUMINAIRE | 809(A) 8090 | EA | 5.000 | 5.000 | 5.000 | $517.00 | $0.00 | $2,585.00 | |
0103 | SERVICE POLE | 810(A) 3118 | EA | 1.000 | 1.000 | 1.000 | $4,378.00 | $0.00 | $4,378.00 | |
0104 | 1/C NO.4 ELECTRICAL CONDUCTOR | 811 8038 | LF | 2,160.000 | 2,160.000 | 1,664.000 | $1.21 | $0.00 | $2,013.44 | |
0105 | 1/C NO.12 ELECTRICAL CONDUCTOR | 811 8046 | LF | 700.000 | 700.000 | 550.000 | $0.58 | $0.00 | $319.00 | |
Subtotals For Category 0301/HIGHWAY LIGHTING | $0.00 | $28,719.35 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0600/STAKING | ||||||||
0106 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $19,250.00 | $962.50 | $19,250.00 |
Subtotals For Category 0600/STAKING | $962.50 | $19,250.00 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0640/CONSTRUCTION | ||||||||
0107 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $10,000.00 | $500.00 | $10,000.00 |
0108 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $150,000.00 | $0.00 | $150,000.00 | |
0109 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 0.050 | 1.000 | $10,000.00 | $500.00 | $10,000.00 |
Subtotals For Category 0640/CONSTRUCTION | $1,000.00 | $170,000.00 | ||||||||
Fed/State Project Number: NH-STIM(039) | Project: 20316(18) | Category: 0900/Federal Non Participating | ||||||||
8010 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,679.03 | $0.00 | $2,679.03 | |
Subtotals For Category 0900/Federal Non Participating | $0.00 | $2,679.03 | ||||||||
Subtotals For Project NH-STIM(039) /20316(18) | $41,420.36 | $5,527,889.39 |