Contract ID: | 100552 | Estimate Number: | 0026 | Contract No: | 710371 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 400700 | |||
Project Number(s): | BRFY-117B(046)SS | ||||||||||||
Primary Job Piece No: | 23229(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE SH-53: OVER BEAVER CREEK OVERFLOW AND LITTLE BEAVER CREEK OVERFLOW, 8.7 MILES AND 9.1 MILES EAST OF THE SH-5 JCT. PROJECT LENGTH = 1.533 MILES | ||||||||||||
Primary County: | COTTON | ||||||||||||
Name of Road: | SH-53 | ||||||||||||
Prime Contractor: | SEWELL BROS., INC. | ||||||||||||
1220 E. MAIN | |||||||||||||
CORDELL , OK 73632 | |||||||||||||
Surety Company: | WESTFIELD INSURANCE COMPANY | ||||||||||||
Date Let: | 08/18/2011 | NTP Effective Date: | 01/02/2012 | Pay Period: | 12/16/2012 TO 12/31/2012 |
Date Awarded: | 09/12/2011 | Date Work Began: | 11/14/2011 | Original Contract Time: | 360 |
Date Contract Executed: | 09/26/2011 | Date Time Stopped: | Current Time Charged: | 372.00 | |
Date NTP Issued: | 09/29/2011 | Completion Date: | Current Time Allowed: | 360.00 | |
General Liability Expires: | 07/01/2013 | Workman's Comp Expires: | 07/01/2013 | Percent Time Used: | 103.33 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $6,858,838.76 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,858,838.76 | Participating: | $6,397,465.30 | $6,236,592.99 | $160,872.31 | ||
Percent Complete: | 92.84 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $491,332.23 | Total Earnings: | $6,397,465.30 | $6,236,592.99 | $160,872.31 | ||
Unearned Balance: | $491,332.23 | Stockpiled Materials: | $-0.01 | $-0.01 | $0.00 | ||
Gross Earnings: | $6,397,465.29 | $6,236,592.98 | $160,872.31 | ||||
Other Adjustments: | $-17,958.76 | $-17,958.76 | $0.00 | ||||
Liq Dam/Disincentive: | $-12,000.00 | $0.00 | $-12,000.00 | ||||
TOTAL: | $6,367,506.53 | $6,218,634.22 | $148,872.31 |
Contract ID: | 100552 | Estimate Number: | 0026 | Primary JP: | 23229(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Foam Slab Jacking for Approaches for Bridges A, B, and C | Pending | 0 | 4.0 | $45,356.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
23229(04) | 0042 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0001 | $315,429.60 |
23229(04) | 0042 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0003 | $-210,286.40 |
23229(04) | 0042 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0005 | $-105,143.20 |
23229(04) | 0045 | SSTL FABS (AML) | Stockpiled Material Adjustment | 0013 | $-23,298.84 |
23229(04) | 0045 | SSTL FABS (AML) | Stockpiled Material Initial Payment | 0005 | $23,298.84 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0005 | $24,147.48 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0011 | $-24,147.48 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0011 | $-24,768.24 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0011 | $-3,631.84 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0005 | $-3,047.39 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0005 | $24,573.66 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Initial Payment | 0005 | $24,768.24 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0006 | $-644.97 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0007 | $-16,918.95 |
23229(04) | 0053 | RSTL EPXY (AML)(IA) | Stockpiled Material Adjustment | 0009 | $-330.52 |
23229(04) | 0069 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0007 | $-217,139.29 |
23229(04) | 0069 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $217,139.29 |
23229(04) | 0096 | PC BR ITM FABS (AML) | Stockpiled Material Adjustment | 0009 | $-51,914.50 |
23229(04) | 0096 | PC BR ITM FABS (AML) | Stockpiled Material Initial Payment | 0002 | $51,914.50 | Subtotals For Stockpile Payments | $-0.01 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0026 | --12 | $1,000.00 | $-12,000.00 | Subtotals For Liquidated Damages | $-12,000.00 |
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 |
23229(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0019 | 2,904.00 | $-0.03 | $-98.53 |
23229(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0020 | 894.00 | $0.00 | $0.83 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0002 | 23,904.00 | $-0.00 | $-237.37 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0003 | 23,274.00 | $-0.00 | $-231.11 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 22,050.00 | $-0.07 | $-1,608.11 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 25,398.00 | $-0.07 | $-1,852.28 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 19,512.00 | $-0.04 | $-896.19 |
23229(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 23,400.00 | $-0.04 | $-1,074.76 |
23229(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 741.31 | $-0.13 | $-101.97 |
23229(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,564.66 | $0.55 | $872.38 |
23229(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 5,069.31 | $0.55 | $2,826.39 |
23229(04) | 0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,117.45 | $0.55 | $623.03 |
23229(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 293.19 | $-0.15 | $-46.09 |
23229(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 604.64 | $0.63 | $385.28 |
23229(04) | 0050 | CLASS AA CONCRETE | * Missing Material Certification | 0006 | -9.66 | $385.00 | $-3,719.10 |
23229(04) | 0050 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | -2.02 | $385.00 | $-781.31 |
23229(04) | 0050 | CLASS AA CONCRETE | * COMPRESSIVE STRENGTH | 0006 | -1.66 | $385.00 | $-639.31 |
23229(04) | 0051 | CLASS A CONCRETE | * Material Discrepancy Adjustments | 0006 | -7.43 | $400.00 | $-2,973.79 |
23229(04) | 0059 | DRILLED SHAFTS 66" DIAMETER | * COMPRESSIVE STRENGTH | 0006 | -1.59 | $500.00 | $-796.95 |
23229(04) | 0073 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0014 | -66.83 | $60.00 | $-4,009.80 |
23229(04) | 0099 | CONCRETE RAIL (TR4) | * COMPRESSIVE STRENGTH | 0015 | -60.00 | $60.00 | $-3,600.00 | Subtotals For Line Item Adjustments | $-17,958.76 | * = 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: | 100552 | Estimate Number: | 0026 | Primary JP: | 23229(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-117B(046)SS | Project: 23229(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $25,000.00 | $0.00 | $25,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 40,694.000 | 40,694.000 | 5,544.000 | 34,524.000 | $2.35 | $13,028.40 | $81,131.40 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 155,612.000 | 155,612.000 | 140,050.800 | $2.90 | $0.00 | $406,147.32 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.750 | $21,000.00 | $0.00 | $15,750.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 6,100.000 | 6,100.000 | 5,386.000 | $1.10 | $0.00 | $5,924.60 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 280.000 | 280.000 | 88.000 | $8.00 | $0.00 | $704.00 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 14.000 | 14.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 934.000 | 934.000 | 0.000 | $1.20 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 122,529.000 | 122,529.000 | 0.000 | $1.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 25.320 | 25.320 | 0.000 | $395.00 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 25.320 | 25.320 | 4.290 | $65.00 | $0.00 | $278.85 | |
0012 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 7,738.000 | 7,738.000 | 0.000 | 8,242.550 | $39.00 | $0.00 | $321,459.45 |
0013 | FLY ASH | 307(A) 4200 | TON | 2,057.000 | 2,057.000 | 1,795.160 | $60.00 | $0.00 | $107,709.60 | |
0014 | LIME | 307(D) 4230 | TON | 124.000 | 124.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0015 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 38,088.000 | 38,088.000 | 34,826.070 | $1.25 | $0.00 | $43,532.60 | |
0016 | LIME PRETREATMENT | 307(G) 4260 | SY | 11,427.000 | 11,427.000 | 0.000 | $1.50 | $0.00 | $0.00 | |
0017 | SEPARATOR FABRIC | 325 5271 | SY | 39,496.000 | 39,496.000 | 37,188.770 | $1.40 | $0.00 | $52,064.27 | |
0018 | TRAFFIC BOUND SURFACE COURSE TYPE A | 402(A) 0217 | TON | 945.000 | 945.000 | 0.000 | $22.00 | $0.00 | $0.00 | |
0019 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 3,132.000 | 3,132.000 | 527.750 | 4,066.720 | $22.00 | $11,610.50 | $89,467.84 |
0020 | TACK COAT | 407(B) 0250 | GAL | 5,306.000 | 5,306.000 | 502.000 | 5,017.000 | $3.15 | $1,581.30 | $15,803.55 |
0021 | PRIME COAT | 408 5774 | GAL | 15,325.000 | 15,325.000 | 15,450.000 | $5.25 | $0.00 | $81,112.50 | |
0022 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 12,610.000 | 12,610.000 | 501.230 | 12,681.160 | $71.00 | $35,587.33 | $900,362.36 |
0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,721.000 | 4,721.000 | 1,103.180 | 4,534.590 | $74.00 | $81,635.32 | $335,559.66 |
0024 | CLASS AA CONCRETE | 509(A) 0319 | CY | 14.640 | 14.640 | 10.830 | $400.00 | $0.00 | $4,332.00 | |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 261.870 | 261.870 | 0.000 | $242.00 | $0.00 | $0.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 1,770.000 | 1,770.000 | 1,433.890 | $0.90 | $0.00 | $1,290.50 | |
0027 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 422.000 | 422.000 | 48.000 | 274.000 | $18.00 | $864.00 | $4,932.00 |
0028 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 233.000 | 233.000 | 65.000 | 135.000 | $24.00 | $1,560.00 | $3,240.00 |
0029 | 57" X 38" CORR. GALV. STEEL PIPE ARCH | 613(B) 4532 | LF | 296.000 | 296.000 | 380.000 | $72.00 | $0.00 | $27,360.00 | |
0030 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 6.000 | 6.000 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
0031 | TYPE B6 CULVERT END TREATMENT | 613(M) 7197 | EA | 4.000 | 4.000 | 0.000 | $1,025.00 | $0.00 | $0.00 | |
0032 | TYPE DD6 CULVERT END TREATMENT | 613(M) 7204 | EA | 6.000 | 6.000 | 6.000 | $1,050.00 | $0.00 | $6,300.00 | |
0033 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.700 | $10,000.00 | $0.00 | $7,000.00 | |
0034 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 3.000 | 3.000 | 2.000 | $400.00 | $0.00 | $800.00 | |
0035 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 25,929.000 | 25,929.000 | 27,800.000 | $3.00 | $0.00 | $83,400.00 | |
0036 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,675.000 | 1,675.000 | 400.000 | 1,712.500 | $15.50 | $6,200.00 | $26,543.75 |
0037 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 8.000 | 8.000 | 2.000 | 8.000 | $2,125.00 | $4,250.00 | $17,000.00 |
0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 12.000 | 12.000 | 2.000 | 12.000 | $1,350.00 | $2,700.00 | $16,200.00 |
0039 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 4,623.000 | 4,623.000 | 3,593.000 | $4.28 | $0.00 | $15,378.04 | |
Subtotals For Category 0100/ROADWAY | $159,016.85 | $2,695,784.29 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0200/BRIDGE 'A' | ||||||||
0040 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 180.000 | 180.000 | 180.000 | $5.00 | $0.00 | $900.00 | |
0041 | CLSM BACKFILL | 501(G) 6309 | CY | 206.000 | 206.000 | 206.000 | $100.00 | $0.00 | $20,600.00 | |
0042 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 2,394.000 | 2,394.000 | 2,394.000 | $166.00 | $0.00 | $397,404.00 | |
0043 | APPROACH SLAB | 504(A) 1304 | SY | 281.200 | 281.200 | 281.200 | $150.00 | $0.00 | $42,180.00 | |
0044 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,940.400 | 2,940.400 | 2,940.400 | $3.50 | $0.00 | $10,291.40 | |
0045 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 129.600 | 129.600 | 129.600 | $240.00 | $0.00 | $31,104.00 | |
0046 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 1,323.400 | 1,323.400 | 1,323.400 | $60.00 | $0.00 | $79,404.00 | |
0047 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,700.000 | 2,700.000 | 2,700.000 | $2.50 | $0.00 | $6,750.00 | |
0048 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 24.000 | 24.000 | 24.000 | $2,000.00 | $0.00 | $48,000.00 | |
0049 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 24.000 | 24.000 | 24.000 | $2,000.00 | $0.00 | $48,000.00 | |
0050 | CLASS AA CONCRETE | 509(A) 1326 | CY | 696.000 | 696.000 | 696.000 | $385.00 | $0.00 | $267,960.00 | |
0051 | CLASS A CONCRETE | 509(B) 1328 | CY | 279.500 | 279.500 | 279.500 | $400.00 | $0.00 | $111,800.00 | |
0052 | REINFORCING STEEL | 511(A) 1332 | LB | 550.000 | 550.000 | 550.000 | $0.90 | $0.00 | $495.00 | |
0053 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 198,950.000 | 198,950.000 | 198,950.000 | $1.00 | $0.00 | $198,950.00 | |
0054 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 240.000 | 240.000 | 240.000 | $21.00 | $0.00 | $5,040.00 | |
0055 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 790.000 | 790.000 | 810.010 | $25.00 | $0.00 | $20,250.25 | |
0056 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 240.000 | 240.000 | 237.750 | $10.00 | $0.00 | $2,377.50 | |
0057 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 790.000 | 790.000 | 810.010 | $11.00 | $0.00 | $8,910.11 | |
0058 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 2,627.000 | 2,627.000 | 2,627.000 | $3.00 | $0.00 | $7,881.00 | |
0059 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 504.000 | 504.000 | 487.480 | $500.00 | $0.00 | $243,740.00 | |
0060 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 81.600 | 81.600 | 0.000 | $3.30 | $0.00 | $0.00 | |
0061 | SEALER RESIN | 523(B) 6560 | GAL | 1.000 | 1.000 | 0.000 | $110.00 | $0.00 | $0.00 | |
0062 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,940.000 | 1,940.000 | 1,423.710 | $32.00 | $0.00 | $45,558.72 | |
0063 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 295.000 | 295.000 | 286.560 | $24.00 | $0.00 | $6,877.44 | |
0064 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $20.00 | $0.00 | $1,680.00 | |
0065 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 48.000 | 48.000 | 48.000 | $20.00 | $0.00 | $960.00 | |
0066 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $1,642,113.42 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0201/BRIDGE 'B' | ||||||||
0067 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 320.000 | 320.000 | 320.000 | $5.00 | $0.00 | $1,600.00 | |
0068 | CLSM BACKFILL | 501(G) 6309 | CY | 268.000 | 268.000 | 0.000 | 268.000 | $100.00 | $0.00 | $26,800.00 |
0069 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,594.670 | 1,594.670 | 1,594.720 | $170.00 | $0.00 | $271,102.40 | |
0070 | APPROACH SLAB | 504(A) 1304 | SY | 356.200 | 356.200 | 0.000 | 356.200 | $150.00 | $0.00 | $53,430.00 |
0071 | SAW-CUT GROOVING | 504(B) 1305 | SY | 2,129.200 | 2,129.200 | 2,129.200 | $3.50 | $0.00 | $7,452.20 | |
0072 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 97.370 | 97.370 | 97.370 | $240.00 | $0.00 | $23,368.80 | |
0073 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 958.100 | 958.100 | 958.100 | $60.00 | $0.00 | $57,486.00 | |
0074 | STRUCTURAL STEEL | 506(A) 1322 | LB | 2,060.000 | 2,060.000 | 2,060.000 | $2.50 | $0.00 | $5,150.00 | |
0075 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 16.000 | 16.000 | 16.000 | $2,100.00 | $0.00 | $33,600.00 | |
0076 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,100.00 | $0.00 | $33,600.00 | |
0077 | CLASS AA CONCRETE | 509(A) 1326 | CY | 463.400 | 463.400 | 463.400 | $385.00 | $0.00 | $178,409.00 | |
0078 | CLASS A CONCRETE | 509(B) 1328 | CY | 263.100 | 263.100 | 263.100 | $400.00 | $0.00 | $105,240.00 | |
0079 | REINFORCING STEEL | 511(A) 1332 | LB | 420.000 | 420.000 | 420.000 | $0.90 | $0.00 | $378.00 | |
0080 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 169,350.000 | 169,350.000 | 169,350.000 | $1.00 | $0.00 | $169,350.00 | |
0081 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 304.000 | 304.000 | 304.000 | $21.00 | $0.00 | $6,384.00 | |
0082 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,585.000 | 1,585.000 | 1,585.000 | $25.00 | $0.00 | $39,625.00 | |
0083 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 304.000 | 304.000 | 291.050 | $10.00 | $0.00 | $2,910.50 | |
0084 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,585.000 | 1,585.000 | 1,556.770 | $11.00 | $0.00 | $17,124.47 | |
0085 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,871.000 | 1,871.000 | 1,871.000 | $3.00 | $0.00 | $5,613.00 | |
0086 | DRILLED SHAFTS 66" DIAMETER | 516(A) 6097 | LF | 418.000 | 418.000 | 419.500 | $500.00 | $0.00 | $209,750.00 | |
0087 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 48.000 | 48.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
0088 | SEALER RESIN | 523(B) 6560 | GAL | 0.500 | 0.500 | 0.000 | $110.00 | $0.00 | $0.00 | |
0089 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,820.000 | 2,820.000 | 2,207.750 | $32.00 | $0.00 | $70,648.00 | |
0090 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 470.000 | 470.000 | 311.550 | $24.00 | $0.00 | $7,477.20 | |
0091 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 96.000 | 96.000 | 96.000 | $20.00 | $0.00 | $1,920.00 | |
0092 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 46.000 | 46.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0093 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $35,000.00 | $0.00 | $35,000.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $0.00 | $1,363,418.57 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0202/BRIDGE 'C' | ||||||||
0094 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $5.00 | $0.00 | $450.00 | |
0095 | CLSM BACKFILL | 501(G) 6309 | CY | 200.000 | 200.000 | 200.000 | $100.00 | $0.00 | $20,000.00 | |
0096 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 399.000 | 399.000 | 399.000 | $166.00 | $0.00 | $66,234.00 | |
0097 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 224.800 | $150.00 | $0.00 | $33,720.00 | |
0098 | SAW-CUT GROOVING | 504(B) 1305 | SY | 660.100 | 660.100 | 660.100 | $3.50 | $0.00 | $2,310.35 | |
0099 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 297.000 | 297.000 | 297.000 | $60.00 | $0.00 | $17,820.00 | |
0100 | STRUCTURAL STEEL | 506(A) 1322 | LB | 150.000 | 150.000 | 150.000 | $2.50 | $0.00 | $375.00 | |
0101 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $350.00 | $0.00 | $2,800.00 | |
0102 | CLASS AA CONCRETE | 509(A) 1326 | CY | 155.600 | 155.600 | 155.600 | $385.00 | $0.00 | $59,906.00 | |
0103 | CLASS A CONCRETE | 509(B) 1328 | CY | 59.600 | 59.600 | 59.600 | $400.00 | $0.00 | $23,840.00 | |
0104 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 37,340.000 | 37,340.000 | 37,340.000 | $1.00 | $0.00 | $37,340.00 | |
0105 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 1,455.000 | 1,455.000 | 1,455.000 | $21.00 | $0.00 | $30,555.00 | |
0106 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 1,455.000 | 1,455.000 | 1,401.820 | $10.00 | $0.00 | $14,018.20 | |
0107 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 461.000 | 461.000 | 461.000 | $3.00 | $0.00 | $1,383.00 | |
0108 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 2,480.000 | 2,480.000 | 567.350 | $32.00 | $0.00 | $18,155.20 | |
0109 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 410.000 | 410.000 | 42.560 | $24.00 | $0.00 | $1,021.44 | |
0110 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | $20.00 | $0.00 | $1,680.00 | |
0111 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 44.000 | 44.000 | 0.000 | $20.00 | $0.00 | $0.00 | |
0112 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $10,000.00 | $0.00 | $10,000.00 | |
Subtotals For Category 0202/BRIDGE 'C' | $0.00 | $341,608.19 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0300/TRAFFIC - SIGNING AND STRIPING | ||||||||
0113 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 16.000 | 16.000 | 3.000 | 11.000 | $110.00 | $330.00 | $1,210.00 |
0114 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 36,400.000 | 36,400.000 | 0.000 | $0.57 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC - SIGNING AND STRIPING | $330.00 | $1,210.00 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0302/TRAFFIC - TRAFFIC CONTROL | ||||||||
0115 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 33,480.000 | 33,480.000 | 18,831.000 | $0.17 | $0.00 | $3,201.27 | |
0116 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 260.000 | 260.000 | 325.000 | $110.00 | $0.00 | $35,750.00 | |
0117 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 5,080.000 | 5,080.000 | 3,512.000 | $0.30 | $0.00 | $1,053.60 | |
0118 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 480.000 | 480.000 | 551.000 | $12.00 | $0.00 | $6,612.00 | |
0119 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 850.000 | 850.000 | 850.000 | $30.00 | $0.00 | $25,500.00 | |
0120 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 600.000 | 600.000 | 589.000 | $7.00 | $0.00 | $4,123.00 | |
0121 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,600.000 | 3,600.000 | 384.000 | 6,077.000 | $0.27 | $103.68 | $1,640.79 |
0122 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 9,240.000 | 9,240.000 | 240.000 | 5,340.000 | $0.52 | $124.80 | $2,776.80 |
0123 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 6,360.000 | 6,360.000 | 432.000 | 10,045.000 | $1.80 | $777.60 | $18,081.00 |
0124 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,400.000 | 2,400.000 | 96.000 | 2,938.000 | $1.10 | $105.60 | $3,231.80 |
0125 | WING BARRICADES | 880(C) 8848 | SD | 1,440.000 | 1,440.000 | 64.000 | 1,656.000 | $2.10 | $134.40 | $3,477.60 |
0126 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 14,040.000 | 14,040.000 | 398.000 | 19,922.000 | $0.12 | $47.76 | $2,390.64 |
0127 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 8,400.000 | 8,400.000 | 0.000 | $0.12 | $0.00 | $0.00 | |
0128 | DRUMS | 880(F) 8878 | SD | 8,400.000 | 8,400.000 | 626.000 | 39,709.000 | $0.37 | $231.62 | $14,692.33 |
0129 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 720.000 | 720.000 | 0.000 | $18.00 | $0.00 | $0.00 | |
Subtotals For Category 0302/TRAFFIC - TRAFFIC CONTROL | $1,525.46 | $122,530.83 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0600/STAKING | ||||||||
0130 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.900 | $17,000.00 | $0.00 | $15,300.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $15,300.00 | ||||||||
Fed/State Project Number: BRFY-117B(046)SS | Project: 23229(04) | Category: 0640/CONSTRUCTION | ||||||||
0131 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $2,000.00 | $0.00 | $1,500.00 | |
0132 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 1.000 | $4,000.00 | $0.00 | $4,000.00 | |
0133 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $210,000.00 | $0.00 | $210,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $215,500.00 | ||||||||
Subtotals For Project BRFY-117B(046)SS /23229(04) | $160,872.31 | $6,397,465.30 |