Contract ID: | 090469 | Estimate Number: | 0055 | Contract No: | 710330 | |||
Residency: | ANTLERS (02100) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | BRFY-103A(089)SS | ||||||||||||
Primary Job Piece No: | 20306(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-3: FROM THE PUSHMATAHA COUNTY LINE, EXTEND WEST. PROJECT LENGTH = 5.072 MILES. | ||||||||||||
Primary County: | ATOKA | ||||||||||||
Name of Road: | SH-3 | ||||||||||||
Prime Contractor: | THE CUMMINS CONSTRUCTION CO., INC. | ||||||||||||
P. O. BOX 748 | |||||||||||||
ENID , OK 73702 | |||||||||||||
Surety Company: | HARTFORD ACCIDENT & INDEMNITY COMPANY | ||||||||||||
Date Let: | 08/18/2011 | NTP Effective Date: | 01/02/2012 | Pay Period: | 08/01/2014 TO 10/01/2014 |
Date Awarded: | 09/12/2011 | Date Work Began: | 01/16/2012 | Original Contract Time: | 420 |
Date Contract Executed: | 09/20/2011 | Date Time Stopped: | Current Time Charged: | 482.00 | |
Date NTP Issued: | 09/27/2011 | Completion Date: | Current Time Allowed: | 450.00 | |
General Liability Expires: | 09/01/2015 | Workman's Comp Expires: | 01/01/2015 | Percent Time Used: | 107.11 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $12,723,126.56 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $13,777,765.00 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 99.90 % | Non Participating: | $13,856,330.91 | $13,771,985.12 | $84,345.79 | ||
Unearned Balance: | $13,606.49 | Total Earnings: | $13,856,330.91 | $13,771,985.12 | $84,345.79 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $13,856,330.91 | $13,771,985.12 | $84,345.79 | ||||
Other Adjustments: | $-28,172.40 | $-28,259.66 | $87.26 | ||||
Liq Dam/Disincentive: | $-64,000.00 | $-64,000.00 | $0.00 | ||||
TOTAL: | $13,764,158.51 | $13,679,725.46 | $84,433.05 |
Contract ID: | 090469 | Estimate Number: | 0055 | Primary JP: | 20306(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | REVISE PLAN SHEETS AND QUANTITIES | Approved | 06/04/2012 | 30.0 | $669,294.00 |
002 | Bridge Deck Deduction | Approved | 02/15/2013 | 0.0 | $-28,866.62 |
003 | Adding a Saw-Cut Grooving Pay Item | Approved | 12/09/2013 | 0.0 | $10,508.15 |
004 | Additional Appropriations & Ride Bonus | Approved | 07/07/2014 | 0.0 | $276,839.42 |
005 | Additional Appropriations | Approved | 09/09/2014 | 0.0 | $97,996.87 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20306(04) | 0054 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Initial Payment | 0038 | $0.00 |
20306(04) | 0054 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Closure | 0052 | $0.00 |
20306(04) | 0054 | BEAM GUARDRAIL W-BEAM SINGLE | Stockpiled Material Adjustment | 0040 | $0.00 |
20306(04) | 0054 | Beam Guardrail W-Beam Single | Stockpiled Material Closure | 0052 | $-952.74 |
20306(04) | 0054 | Beam Guardrail W-Beam Single | Stockpiled Material Initial Payment | 0040 | $17,688.00 |
20306(04) | 0054 | Beam Guardrail W-Beam Single | Stockpiled Material Adjustment | 0040 | $-16,735.26 |
20306(04) | 0056 | GUARDRAIL BRIDGE CONNECTION-TYPE A | Stockpiled Material Adjustment | 0040 | $-6,352.00 |
20306(04) | 0056 | GUARDRAIL BRIDGE CONNECTION-TYPE A | Stockpiled Material Initial Payment | 0038 | $6,352.00 |
20306(04) | 0065 | PC BR ITM FABS (AML) BRDG A | Stockpiled Material Initial Payment | 0001 | $66,913.02 |
20306(04) | 0065 | PC BR ITM FABS (AML) BRDG A | Stockpiled Material Adjustment | 0019 | $-66,913.02 |
20306(04) | 0066 | PC BR ITM FABS (AML) BRDG A | Stockpiled Material Initial Payment | 0001 | $57,936.51 |
20306(04) | 0066 | PC BR ITM FABS (AML) BRDG A | Stockpiled Material Adjustment | 0019 | $-57,936.51 |
20306(04) | 0076 | HP 10x42 PILES BRDG A | Stockpiled Material Initial Payment | 0001 | $2,921.94 |
20306(04) | 0076 | HP 10x42 PILES BRDG A | Stockpiled Material Adjustment | 0003 | $-2,921.94 |
20306(04) | 0077 | HP 12x53 PILES BRDG A | Stockpiled Material Adjustment | 0003 | $-14,769.27 |
20306(04) | 0077 | HP 12x53 PILES BRDG A | Stockpiled Material Initial Payment | 0001 | $14,769.27 |
20306(04) | 0091 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0019 | $-48,402.71 |
20306(04) | 0091 | PC BR ITM FABS (AML) | Stockpiled Material Closure | 0052 | $-41.45 |
20306(04) | 0091 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0003 | $145,208.14 |
20306(04) | 0091 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0023 | $-96,763.98 |
20306(04) | 0101 | HP 10x42 PILES BRDG B | Stockpiled Material Adjustment | 0003 | $-4,916.28 |
20306(04) | 0101 | HP 10x42 PILES BRDG B | Stockpiled Material Initial Payment | 0001 | $4,916.28 |
20306(04) | 0102 | HP 12x53 PILES BRIDGE B | Stockpiled Material Initial Payment | 0001 | $31,064.41 |
20306(04) | 0102 | HP 12x53 PILES BRIDGE B | Stockpiled Material Adjustment | 0003 | $-31,064.41 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0045 | --2.0 | $2,000.00 | $-4,000.00 |
System Application of Liquidated Damages | 0046 | --23 | $2,000.00 | $-46,000.00 |
System Application of Liquidated Damages | 0047 | --7.0 | $2,000.00 | $-14,000.00 | Subtotals For Liquidated Damages | $-64,000.00 |
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 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 1,937.53 | $-0.04 | $-88.99 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 34,968.00 | $-0.06 | $-2,235.50 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 26,600.74 | $-0.06 | $-1,700.59 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 6,560.00 | $-0.11 | $-773.62 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0013 | 42,880.00 | $-0.11 | $-5,056.84 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0014 | 29,770.00 | $-0.03 | $-1,010.10 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0016 | 8,687.79 | $0.00 | $8.08 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0017 | 46,880.00 | $0.00 | $43.60 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0030 | 50,000.00 | $-0.01 | $-646.50 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0031 | 52,871.77 | $-0.06 | $-3,221.48 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0048 | 7,000.00 | $-0.03 | $-237.51 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0049 | 3,620.00 | $-0.00 | $-25.09 |
20306(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0050 | 3,620.00 | $-0.00 | $-25.09 |
20306(04) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0031 | 8,993.11 | $-0.03 | $-292.73 |
20306(04) | 0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0034 | 1,182.08 | $-0.03 | $-38.48 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0031 | 1,077.60 | $-0.03 | $-35.08 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 2,201.62 | $-0.03 | $-71.66 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0033 | 4,024.36 | $-0.03 | $-130.99 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0034 | 3,695.26 | $-0.03 | $-120.28 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0045 | 634.59 | $-0.34 | $-220.55 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0047 | 184.11 | $-0.97 | $-179.98 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 908.86 | $-1.18 | $-1,079.32 |
20306(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0055 | 100.00 | $0.87 | $87.26 |
20306(04) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0038 | 3,639.68 | $-0.39 | $-1,445.68 |
20306(04) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0039 | 4,535.67 | $-0.39 | $-1,801.57 |
20306(04) | 0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0045 | 1,264.22 | $-0.39 | $-502.15 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0032 | 446.57 | $-0.03 | $-16.61 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0038 | 2,063.41 | $-0.39 | $-819.59 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0039 | 2,664.55 | $-0.39 | $-1,058.36 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0040 | 224.05 | $-0.39 | $-88.99 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0045 | 672.93 | $-0.39 | $-267.29 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0046 | 226.59 | $-0.63 | $-144.38 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0047 | 161.67 | $-1.11 | $-180.62 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0048 | 361.76 | $-1.11 | $-404.16 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | * HMA Deduction as per Sec. 411 | 0049 | -57.65 | $62.60 | $-3,608.89 |
20306(04) | 0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0049 | 460.34 | $-1.35 | $-624.77 |
20306(04) | 0098 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0029 | -0.35 | $451.15 | $-157.90 | Subtotals For Line Item Adjustments | $-28,172.40 | * = 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: | 090469 | Estimate Number: | 0055 | Primary JP: | 20306(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: BRFY-103A(089)SS | Project: 20306(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $166,000.00 | $0.00 | $166,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 577,277.000 | 591,517.000 | 619,438.090 | $2.91 | $0.00 | $1,802,564.83 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 1.000 | $115,300.00 | $0.00 | $115,300.00 | |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 2,925.000 | 2,925.000 | 6,486.000 | $3.50 | $0.00 | $22,701.00 | |
0005 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,240.000 | 2,240.000 | 854.000 | $9.05 | $0.00 | $7,728.70 | |
0006 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 32.000 | 32.000 | 0.000 | $85.25 | $0.00 | $0.00 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 14,300.000 | 14,300.000 | 0.000 | $1.25 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 547,673.000 | 547,673.000 | 566,349.810 | $1.08 | $0.00 | $611,657.79 | |
0009 | WATERING | 230(F) 2812 | KGAL | 21,907.000 | 21,907.000 | 8.000 | 3,248.500 | $2.51 | $20.08 | $8,153.74 |
0010 | SEEDING METHOD B | 232(B) 2814 | AC | 113.150 | 113.150 | 0.000 | $200.00 | $0.00 | $0.00 | |
0011 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 113.150 | 113.150 | 0.000 | $300.00 | $0.00 | $0.00 | |
0012 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 55.000 | 55.000 | 44.740 | $552.00 | $0.00 | $24,696.48 | |
0013 | FERTILIZING (0-46-0) | 234(A) 4406 | TON | 9.000 | 9.000 | 5.000 | $1,003.00 | $0.00 | $5,015.00 | |
0014 | MOWING | 241 2832 | AC | 113.150 | 113.150 | 7.480 | 92.720 | $65.20 | $487.70 | $6,045.35 |
0015 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 45,346.000 | 49,037.000 | 0.200 | 51,315.240 | $30.30 | $6.06 | $1,554,851.79 |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 157,977.000 | 173,660.000 | 0.140 | 158,679.450 | $1.15 | $0.16 | $182,481.38 |
0017 | GEOGRID REINFORCEMENT | 326(B) 0100 | SY | 14,801.000 | 14,801.000 | 0.000 | $6.50 | $0.00 | $0.00 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 26,828.000 | 30,828.000 | 3,759.220 | 32,004.900 | $18.05 | $67,853.92 | $577,688.45 |
0019 | TACK COAT | 407(B) 0250 | GAL | 25,766.000 | 27,427.000 | 19,275.000 | $3.00 | $0.00 | $57,825.00 | |
0020 | PRIME COAT | 408 5774 | GAL | 50,607.000 | 54,593.000 | -287.250 | 20,006.250 | $4.65 | $-1,335.71 | $93,029.07 |
0021 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 12,197.000 | 13,297.000 | 12,382.180 | $64.35 | $0.00 | $796,793.28 | |
0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 31,980.000 | 34,601.000 | 100.000 | 31,494.030 | $56.40 | $5,640.00 | $1,776,263.28 |
0023 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 8,312.000 | 9,045.000 | 9,439.570 | $75.60 | $0.00 | $713,631.49 | |
0024 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 7,452.000 | 7,959.000 | 7,281.870 | $62.60 | $0.00 | $455,845.06 | |
0025 | RUMBLE STRIP-METHOD HMA-CON | 413(A) 4861 | LF | 52,629.000 | 52,629.000 | 52,629.000 | $0.14 | $0.00 | $7,368.06 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 202.000 | 207.000 | 0.050 | 202.140 | $10.05 | $0.50 | $2,031.50 |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 389.000 | 403.400 | 403.290 | $281.00 | $0.00 | $113,324.49 | |
0028 | CLASS C CONCRETE | 509(D) 0325 | CY | 2,718.000 | 4,001.000 | 0.230 | 4,708.690 | $160.40 | $36.89 | $755,273.87 |
0029 | REINFORCING STEEL | 511(A) 0332 | LB | 49,072.000 | 50,903.000 | 6,561.220 | 50,903.400 | $0.80 | $5,248.98 | $40,722.72 |
0030 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 304.000 | 1,963.210 | -3.010 | 1,960.210 | $40.10 | $-120.70 | $78,604.42 |
0031 | TYPE I-A FILTER BLANKET | 601(C) 0538 | TON | 109.000 | 109.000 | 0.000 | $40.10 | $0.00 | $0.00 | |
0032 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 408.000 | 628.000 | 424.000 | $45.00 | $0.00 | $19,080.00 | |
0033 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 566.000 | 566.000 | 584.000 | $55.00 | $0.00 | $32,120.00 | |
0034 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 276.000 | 276.000 | 372.000 | $42.15 | $0.00 | $15,679.80 | |
0035 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 3,872.000 | 3,872.000 | 281.000 | 2,331.000 | $22.10 | $6,210.10 | $51,515.10 |
0036 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 766.000 | 766.000 | 942.000 | $30.10 | $0.00 | $28,354.20 | |
0037 | 48" CORR. GALV. STEEL PIPE | 613(B) 0694 | LF | 36.000 | 36.000 | 0.000 | $68.20 | $0.00 | $0.00 | |
0038 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 47.000 | 47.000 | 47.000 | $40.10 | $0.00 | $1,884.70 | |
0039 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 1,869.000 | 4,480.000 | 4,480.000 | $12.05 | $0.00 | $53,984.00 | |
0040 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1096 | LF | 623.000 | 623.000 | 2,050.000 | $10.05 | $0.00 | $20,602.50 | |
0041 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5730 | EA | 6.000 | 7.000 | 6.000 | $1,080.00 | $0.00 | $6,480.00 | |
0042 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 8.000 | 8.000 | 7.000 | $1,270.00 | $0.00 | $8,890.00 | |
0043 | 42" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5736 | EA | 2.000 | 2.000 | 4.000 | $1,475.00 | $0.00 | $5,900.00 | |
0044 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 52.000 | 52.000 | 48.000 | $702.00 | $0.00 | $33,696.00 | |
0045 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 18.000 | 18.000 | 22.000 | $802.00 | $0.00 | $17,644.00 | |
0046 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 9.000 | 9.000 | 4.000 | $602.00 | $0.00 | $2,408.00 | |
0047 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 699.000 | 784.000 | 995.820 | $35.10 | $0.00 | $34,953.28 | |
0048 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 561.000 | 561.000 | 1,992.260 | $35.10 | $0.00 | $69,928.34 | |
0049 | TRENCH EXCAVATION | 613(V) 1180 | CY | 1,757.000 | 1,957.000 | 3,676.630 | $20.05 | $0.00 | $73,716.45 | |
0050 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $25,100.00 | $0.00 | $25,100.00 | |
0051 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 37,641.000 | 37,641.000 | -0.020 | 50,835.430 | $1.66 | $-0.03 | $84,386.82 |
0052 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 241.000 | 241.000 | 2,090.000 | $1.50 | $0.00 | $3,135.00 | |
0053 | SAWING PAVEMENT | 619(C) 0924 | LF | 3,275.000 | 3,275.000 | 2,300.000 | $3.71 | $0.00 | $8,533.00 | |
0054 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,760.000 | 1,760.000 | 1,665.200 | $14.65 | $0.00 | $24,395.18 | |
0055 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 7.000 | 7.000 | 7.000 | $2,055.00 | $0.00 | $14,385.00 | |
0056 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 8.000 | $1,300.00 | $0.00 | $10,400.00 | |
0057 | FENCE-STYLE WWF | 624(A) 4281 | LF | 6,457.000 | 6,457.000 | 6,899.000 | $3.65 | $0.00 | $25,181.35 | |
0058 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 14,123.000 | 14,123.000 | 17,063.000 | $3.35 | $0.00 | $57,161.05 | |
0059 | FENCE-STYLE CLF (4'HIGH, CLASS A) | 624(E) 4288 | LF | 174.000 | 174.000 | 174.000 | $18.15 | $0.00 | $3,158.10 | |
0060 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 7.000 | 7.000 | 7.000 | $75.20 | $0.00 | $526.40 | |
0061 | MAILBOX | 629(C) 4960 | EA | 7.000 | 7.000 | 7.000 | $25.10 | $0.00 | $175.70 | |
0062 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 7.000 | 7.000 | 7.000 | $15.05 | $0.00 | $105.35 | |
8000 | INLET (SMD-TYPE 2) | 611(G) 6002 | EA | 0.000 | 1.000 | 1.000 | $2,650.00 | $0.00 | $2,650.00 | |
8008 | PAVEMENT/BRIDGE SMOOTHNESS ADJUSTMENT | 430 5010 | LSUM | 0.000 | 1.000 | 1.000 | $76,820.62 | $0.00 | $76,820.62 | |
Subtotals For Category 0100/ROADWAY | $84,047.95 | $10,788,546.69 | ||||||||
Fed/State Project Number: BRFY-103A(089)SS | Project: 20306(04) | Category: 0200/BRIDGE "A" | ||||||||
0063 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 220.000 | 220.000 | 220.000 | $10.05 | $0.00 | $2,211.00 | |
0064 | CLSM BACKFILL | 501(G) 6309 | CY | 182.600 | 182.600 | 182.600 | $105.25 | $0.00 | $19,218.66 | |
0065 | PRESTRESSED CONCRETE BEAMS (TYPE III) | 503(A) 1312 | LF | 437.340 | 437.340 | 437.340 | $195.50 | $0.00 | $85,499.97 | |
0066 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 378.670 | 378.670 | 378.670 | $205.55 | $0.00 | $77,835.62 | |
0067 | APPROACH SLAB | 504(A) 1304 | SY | 348.900 | 348.900 | 348.900 | $160.40 | $0.00 | $55,963.56 | |
0068 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 53.500 | 53.500 | 53.500 | $325.85 | $0.00 | $17,432.98 | |
0069 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 562.000 | 562.000 | 562.000 | $60.15 | $0.00 | $33,804.30 | |
0070 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,100.000 | 2,100.000 | 2,100.000 | $2.51 | $0.00 | $5,271.00 | |
0071 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 16.000 | 16.000 | 16.000 | $601.50 | $0.00 | $9,624.00 | |
0072 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 8.000 | 8.000 | 8.000 | $601.50 | $0.00 | $4,812.00 | |
0073 | CLASS AA CONCRETE | 509(A) 1326 | CY | 275.700 | 275.700 | 275.700 | $451.00 | $0.00 | $124,340.70 | |
0074 | CLASS A CONCRETE | 509(B) 1328 | CY | 111.100 | 111.100 | 231.280 | $451.00 | $0.00 | $104,307.28 | |
0075 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 112,770.000 | 112,770.000 | 114,130.000 | $1.00 | $0.00 | $114,130.00 | |
0076 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 126.000 | 126.000 | 316.910 | $27.10 | $0.00 | $8,588.26 | |
0077 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 513.000 | 513.000 | 513.000 | $32.10 | $0.00 | $16,467.30 | |
0078 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 126.000 | 126.000 | 316.910 | $8.05 | $0.00 | $2,551.13 | |
0079 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 513.000 | 513.000 | 469.940 | $8.05 | $0.00 | $3,783.02 | |
0080 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,087.000 | 1,087.000 | 1,087.000 | $4.00 | $0.00 | $4,348.00 | |
0081 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 192.000 | 192.000 | 192.000 | $1,003.00 | $0.00 | $192,576.00 | |
0082 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 53.000 | 53.000 | 53.000 | $5.05 | $0.00 | $267.65 | |
0083 | SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.400 | $150.40 | $0.00 | $60.16 | |
0084 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,010.000 | 1,010.000 | 0.070 | 1,560.030 | $35.10 | $2.46 | $54,757.05 |
0085 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 140.000 | 140.000 | 268.820 | $35.10 | $0.00 | $9,435.59 | |
0086 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 108.000 | 108.000 | 202.000 | $50.15 | $0.00 | $10,130.30 | |
0087 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 36.000 | 36.000 | 97.000 | $50.15 | $0.00 | $4,864.55 | |
0088 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $30,075.00 | $0.00 | $30,075.00 | |
8006 | ADJUSTMENT FOR NON-CONFORMING MATERIALS | 105 2100 | LSUM | 0.000 | 1.000 | 1.000 | $-28,866.62 | $0.00 | $-28,866.62 | |
8007 | SAW-CUT GROOVING | 504(B) 1305 | SY | 0.000 | 2,101.630 | 2,101.630 | $5.00 | $0.00 | $10,508.15 | |
Subtotals For Category 0200/BRIDGE "A" | $2.46 | $973,996.61 | ||||||||
Fed/State Project Number: BRFY-103A(089)SS | Project: 20306(04) | Category: 0201/BRIDGE "B" | ||||||||
0089 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 430.000 | 430.000 | 430.000 | $10.05 | $0.00 | $4,321.50 | |
0090 | CLSM BACKFILL | 501(G) 6309 | CY | 286.200 | 286.200 | 286.200 | $105.30 | $0.00 | $30,136.86 | |
0091 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,016.010 | 1,016.010 | 1,015.720 | $210.55 | $0.00 | $213,859.85 | |
0092 | APPROACH SLAB | 504(A) 1304 | SY | 519.000 | 519.000 | 519.000 | $160.40 | $0.00 | $83,247.60 | |
0093 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 63.600 | 63.600 | 63.600 | $325.85 | $0.00 | $20,724.06 | |
0094 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 723.000 | 723.000 | 723.000 | $60.15 | $0.00 | $43,488.45 | |
0095 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,050.000 | 2,050.000 | 2,050.000 | $2.55 | $0.00 | $5,227.50 | |
0096 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 16.000 | 16.000 | 16.000 | $803.00 | $0.00 | $12,848.00 | |
0097 | WEATHERING STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6176 | EA | 8.000 | 8.000 | 8.000 | $803.00 | $0.00 | $6,424.00 | |
0098 | CLASS AA CONCRETE | 509(A) 1326 | CY | 343.200 | 343.200 | 343.200 | $451.15 | $0.00 | $154,834.69 | |
0099 | CLASS A CONCRETE | 509(B) 1328 | CY | 229.500 | 229.500 | 243.180 | $451.15 | $0.00 | $109,710.66 | |
0100 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 133,880.000 | 133,880.000 | 134,580.000 | $1.00 | $0.00 | $134,580.00 | |
0101 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 212.000 | 212.000 | 732.000 | $26.10 | $0.00 | $19,105.20 | |
0102 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,079.000 | 1,079.000 | 1,079.000 | $32.10 | $0.00 | $34,635.90 | |
0103 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 212.000 | 212.000 | 3.210 | 709.720 | $8.05 | $25.84 | $5,713.25 |
0104 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,079.000 | 1,079.000 | 1,048.930 | $8.05 | $0.00 | $8,443.89 | |
0105 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,202.000 | 1,202.000 | 1,202.000 | $4.00 | $0.00 | $4,808.00 | |
0106 | DRILLED SHAFTS 48" DIAMETER | 516(A) 6094 | LF | 196.000 | 196.000 | 294.000 | $802.00 | $0.00 | $235,788.00 | |
0107 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 63.000 | 63.000 | 63.000 | $5.00 | $0.00 | $315.00 | |
0108 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.500 | $155.00 | $0.00 | $77.50 | |
0109 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 620.000 | 620.000 | 686.830 | $35.10 | $0.00 | $24,107.74 | |
0110 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 110.000 | 110.000 | 167.890 | $35.10 | $0.00 | $5,892.94 | |
0111 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 130.000 | 130.000 | 226.000 | $50.15 | $0.00 | $11,333.90 | |
0112 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 38.000 | 38.000 | 130.000 | $50.15 | $0.00 | $6,519.50 | |
0113 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $25,100.00 | $0.00 | $25,100.00 | |
Subtotals For Category 0201/BRIDGE "B" | $25.84 | $1,201,243.99 | ||||||||
Fed/State Project Number: BRFY-103A(089)SS | Project: 20306(04) | Category: 0300/TRAFFIC | ||||||||
0114 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 105,400.000 | 105,400.000 | 5,888.000 | $0.08 | $0.00 | $471.04 | |
0115 | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE) | 857(C) 8851 | LF | 1,600.000 | 1,600.000 | 162.000 | $1.00 | $0.00 | $162.00 | |
0116 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 6,400.000 | 6,400.000 | 1,132.000 | $0.50 | $0.00 | $566.00 | |
0117 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 2,500.000 | 2,500.000 | 1,426.000 | $0.50 | $0.00 | $713.00 | |
0118 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 9,240.000 | 9,240.000 | 47,040.000 | $0.25 | $0.00 | $11,760.00 | |
0119 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 1,680.000 | 1,680.000 | 0.000 | 49,474.000 | $3.05 | $0.00 | $150,895.70 |
0120 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,720.000 | 6,720.000 | 180.000 | 23,708.000 | $1.00 | $180.00 | $23,708.00 |
0121 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 17,640.000 | 17,640.000 | 22,992.000 | $0.05 | $0.00 | $1,149.60 | |
0122 | WING BARRICADES | 880(C) 8848 | SD | 1,680.000 | 1,680.000 | 3,684.000 | $1.00 | $0.00 | $3,684.00 | |
0123 | VERTICAL PANELS | 880(D) 8854 | SD | 25,200.000 | 25,200.000 | 9,186.000 | $0.13 | $0.00 | $1,194.18 | |
0124 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 42,000.000 | 42,000.000 | 62,268.000 | $0.06 | $0.00 | $3,736.08 | |
0125 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 52,080.000 | 52,080.000 | -196.000 | 57,902.000 | $0.03 | $-5.88 | $1,737.06 |
0126 | DRUMS | 880(F) 8878 | SD | 26,880.000 | 26,880.000 | 734.000 | 54,911.000 | $0.13 | $95.42 | $7,138.43 |
8001 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 0.000 | 6.000 | 6.000 | $279.00 | $0.00 | $1,674.00 | |
8002 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 0.000 | 221.280 | 182.370 | $15.00 | $0.00 | $2,735.55 | |
8003 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 0.000 | 425.000 | 343.000 | $12.00 | $0.00 | $4,116.00 | |
8004 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 0.000 | 92,400.000 | 115,306.000 | $0.58 | $0.00 | $66,877.48 | |
8005 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 0.000 | 132.000 | 187.000 | $6.50 | $0.00 | $1,215.50 | |
Subtotals For Category 0300/TRAFFIC | $269.54 | $283,533.62 | ||||||||
Fed/State Project Number: BRFY-103A(089)SS | Project: 20306(04) | Category: 0600/STAKING | ||||||||
0127 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $85,600.00 | $0.00 | $85,600.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $85,600.00 | ||||||||
Fed/State Project Number: BRFY-103A(089)SS | Project: 20306(04) | Category: 0640/CONSTRUCTION | ||||||||
0128 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 1.000 | $16,040.00 | $0.00 | $16,040.00 | |
0129 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $7,520.00 | $0.00 | $7,520.00 | |
0130 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $464,750.00 | $0.00 | $464,750.00 | |
0131 | (SP)CONTRACTORS QUALITY CONTROL | 643 0087 | LSUM | 1.000 | 1.000 | 1.000 | $35,100.00 | $0.00 | $35,100.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $523,410.00 | ||||||||
Subtotals For Project BRFY-103A(089)SS /20306(04) | $84,345.79 | $13,856,330.91 |