Contract ID: | 110418 | Estimate Number: | 0011 | Contract No: | 710470 | |||
Residency: | ADA (03100) | Estimate Type: | Progressive | Account No: | 400300 | |||
Project Number(s): | BRFY-115C(026) | ||||||||||||
Primary Job Piece No: | 20967(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES SH-48: OVER CLEAR BOGGY CREEK, 9.0 MILES NORTH OF THE JOHNSTON COUNTY LINE. PROJECT LENGTH = 0.775 MILES. | ||||||||||||
Primary County: | COAL | ||||||||||||
Name of Road: | SH-48 | ||||||||||||
Prime Contractor: | OBC, INC./PLAINS BRIDGE CONTRACTING OF OKLAHOMA, LLC (JV) | ||||||||||||
P.O. BOX 3817 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 09/15/2011 | NTP Effective Date: | 11/14/2011 | Pay Period: | 04/16/2012 TO 04/30/2012 |
Date Awarded: | 10/03/2011 | Date Work Began: | 11/15/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 10/12/2011 | Date Time Stopped: | Current Time Charged: | 140.00 | |
Date NTP Issued: | 10/19/2011 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 05/01/2012 | Workman's Comp Expires: | 06/30/2012 | Percent Time Used: | 77.78 % |
Specification Year: | 2009 | Date Approved: | 05/02/2012 | ||
Current Contract Amount: | $4,077,515.62 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,077,515.62 | Participating: | $2,461,775.16 | $2,217,976.19 | $243,798.97 | ||
Percent Complete: | 61.15 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,583,914.46 | Total Earnings: | $2,461,775.16 | $2,217,976.19 | $243,798.97 | ||
Unearned Balance: | $1,583,914.46 | Stockpiled Materials: | $33,074.22 | $42,589.73 | $-9,515.51 | ||
Gross Earnings: | $2,494,849.38 | $2,260,565.92 | $234,283.46 | ||||
Other Adjustments: | $-1,248.22 | $-1,248.22 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,493,601.16 | $2,259,317.70 | $234,283.46 |
Contract ID: | 110418 | Estimate Number: | 0011 | Primary JP: | 20967(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Pay Item Uncl Exc be changed to Pay Plan Qty | Approved | 01/09/2012 | 0.0 | $0.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20967(04) | 0050 | MOH Ty II Beams | Stockpiled Material Adjustment | 0007 | $-49,736.57 |
20967(04) | 0050 | MOH Ty II Beams | Stockpiled Material Initial Payment | 0003 | $49,736.57 |
20967(04) | 0051 | MOH TY IV Beams | Stockpiled Material Initial Payment | 0003 | $60,896.74 |
20967(04) | 0051 | MOH TY IV Beams | Stockpiled Material Adjustment | 0007 | $-60,896.74 |
20967(04) | 0052 | Appr Slab Epox ReBar | Stockpiled Material Adjustment | 0010 | $-16,045.10 |
20967(04) | 0052 | Appr Slab Epox ReBar | Stockpiled Material Initial Payment | 0009 | $16,045.10 |
20967(04) | 0055 | Conc Rail Epox ReBar | Stockpiled Material Initial Payment | 0009 | $4,673.23 |
20967(04) | 0055 | Conc Rail Epox ReBar | Stockpiled Material Adjustment | 0011 | $-875.23 |
20967(04) | 0055 | Conc Rail Epox ReBar | Stockpiled Material Adjustment | 0010 | $-3,798.00 |
20967(04) | 0059 | ClearSpan Form Br A | Stockpiled Material Initial Payment | 0010 | $18,334.00 |
20967(04) | 0062 | MOH Epox Rebar Br A | Stockpiled Material Initial Payment | 0005 | $20,542.92 |
20967(04) | 0062 | MOH Epox Rebar Br A | Stockpiled Material Adjustment | 0008 | $-20,542.92 |
20967(04) | 0062 | DECK Epox ReBar 67% | Stockpiled Material Adjustment | 0009 | $-40,765.20 |
20967(04) | 0062 | DECK Epox ReBar 67% | Stockpiled Material Initial Payment | 0009 | $41,002.11 |
20967(04) | 0063 | MOH 10.42 Br A Piles | Stockpiled Material Adjustment | 0006 | $-4,462.58 |
20967(04) | 0063 | MOH 10.42 Br A Piles | Stockpiled Material Initial Payment | 0004 | $4,498.00 |
20967(04) | 0063 | MOH 10" Pile Tips Br A | Stockpiled Material Adjustment | 0006 | $-156.14 |
20967(04) | 0063 | MOH 10" Pile Tips Br A | Stockpiled Material Initial Payment | 0005 | $156.14 |
20967(04) | 0064 | MOH 12.53 Piles Br A | Stockpiled Material Adjustment | 0006 | $-24,525.00 |
20967(04) | 0064 | MOH 12.53 Piles Br A | Stockpiled Material Initial Payment | 0004 | $24,525.00 |
20967(04) | 0064 | MOH 12" Pile Tips Br A | Stockpiled Material Adjustment | 0006 | $-892.53 |
20967(04) | 0064 | MOH 12" Pile Tips Br A | Stockpiled Material Initial Payment | 0005 | $892.53 |
20967(04) | 0068 | MOH 72" Dr Shaft Epox Rebar | Stockpiled Material Initial Payment | 0005 | $33,232.50 |
20967(04) | 0068 | MOH 72" Dr Shaft Epox Rebar | Stockpiled Material Adjustment | 0006 | $-8,308.13 |
20967(04) | 0068 | MOH 72" Dr Shaft Epox Rebar | Stockpiled Material Adjustment | 0005 | $-24,924.38 |
20967(04) | 0078 | MOH Br B Beams Ty IV | Stockpiled Material Initial Payment | 0006 | $134,990.47 |
20967(04) | 0078 | MOH Br B Beams Ty IV | Stockpiled Material Adjustment | 0010 | $-134,990.47 |
20967(04) | 0079 | MOH Epox Rebar App Slab Br B | Stockpiled Material Initial Payment | 0011 | $9,598.03 |
20967(04) | 0081 | MOH Epox Rebar Conc Rail Br B | Stockpiled Material Initial Payment | 0011 | $4,869.88 |
20967(04) | 0086 | ClearSpan Form Br B | Stockpiled Material Adjustment | 0011 | $-20,353.88 |
20967(04) | 0086 | ClearSpan Form Br B | Stockpiled Material Initial Payment | 0010 | $22,458.00 |
20967(04) | 0086 | ClearSpan Form Br B | Stockpiled Material Adjustment | 0010 | $-2,104.12 |
20967(04) | 0089 | MOH Epox Rebar Br B | Stockpiled Material Initial Payment | 0005 | $15,633.75 |
20967(04) | 0089 | MOH Epox Rebar Br B | Stockpiled Material Adjustment | 0008 | $-12,879.44 |
20967(04) | 0089 | MOH Epox Rebar Br B | Stockpiled Material Adjustment | 0011 | $-2,754.31 |
20967(04) | 0089 | MOH Epox Rebar Br B Pt 2 | Stockpiled Material Adjustment | 0011 | $-26,097.99 |
20967(04) | 0089 | MOH Epox Rebar Br B Pt 2 | Stockpiled Material Initial Payment | 0011 | $26,097.99 |
20967(04) | 0089 | MOH Epox Rebar Deck Br B 3 | Stockpiled Material Initial Payment | 0011 | $11,330.36 |
20967(04) | 0089 | MOH Epox Rebar Deck Br B 3 | Stockpiled Material Adjustment | 0011 | $-11,330.36 |
20967(04) | 0090 | MOH 10.42 Piles Br B | Stockpiled Material Initial Payment | 0004 | $13,234.50 |
20967(04) | 0090 | MOH 10.42 Piles Br B | Stockpiled Material Adjustment | 0008 | $-13,234.50 |
20967(04) | 0090 | MOH 10" Pile Tips Br B | Stockpiled Material Adjustment | 0008 | $-683.64 |
20967(04) | 0090 | MOH 10" Pile Tips Br B | Stockpiled Material Initial Payment | 0005 | $683.64 |
20967(04) | 0093 | MOH 54" Dr Shaft Epox Rebar | Stockpiled Material Adjustment | 0007 | $-7,209.24 |
20967(04) | 0093 | MOH 54" Dr Shaft Epox Rebar | Stockpiled Material Adjustment | 0008 | $-7,209.24 |
20967(04) | 0093 | MOH 54" Dr Shaft Epox Rebar | Stockpiled Material Initial Payment | 0005 | $14,418.47 | Subtotals For Stockpile Payments | $33,074.22 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
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 |
20967(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0001 | 8,400.00 | $0.00 | $71.82 |
20967(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0004 | 35,058.00 | $-0.02 | $-720.44 |
20967(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0005 | 8,268.40 | $-0.02 | $-169.92 |
20967(04) | 0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 986.76 | $-0.13 | $-135.73 |
20967(04) | 0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 1,266.59 | $-0.13 | $-174.22 |
20967(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 315.29 | $-0.15 | $-49.56 |
20967(04) | 0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 446.40 | $-0.15 | $-70.17 | Subtotals For Line Item Adjustments | $-1,248.22 |
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: | 110418 | Estimate Number: | 0011 | Primary JP: | 20967(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-115C(026) | Project: 20967(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,250.00 | $0.00 | $5,250.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 10,287.000 | 10,287.000 | 0.000 | $3.68 | $0.00 | $0.00 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 80,913.000 | 80,913.000 | 64,730.400 | $4.20 | $0.00 | $271,867.68 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | 0.500 | $15,750.00 | $0.00 | $7,875.00 |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,678.000 | 1,678.000 | 256.000 | 3,638.000 | $1.58 | $404.48 | $5,748.04 |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 224.000 | 224.000 | 0.000 | $9.45 | $0.00 | $0.00 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 3.000 | 3.000 | 0.000 | $91.63 | $0.00 | $0.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 1,156.000 | 1,156.000 | 0.000 | $1.22 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 60,819.000 | 60,819.000 | 0.000 | $1.05 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 15.990 | 15.990 | 0.000 | $688.66 | $0.00 | $0.00 | |
0011 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 8.000 | 8.000 | 0.000 | $765.02 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 17.870 | 17.870 | 0.000 | $54.60 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE TYPE A | 303(A) 2100 | CY | 4,012.000 | 4,012.000 | 0.000 | $39.64 | $0.00 | $0.00 | |
0014 | LIME | 307(D) 4230 | TON | 396.000 | 396.000 | 97.960 | $120.75 | $0.00 | $11,828.67 | |
0015 | LIME STABILIZED SUBGRADE | 307(H) 4270 | SY | 27,202.000 | 27,202.000 | 6,654.221 | $2.63 | $0.00 | $17,500.60 | |
0016 | SEPARATOR FABRIC | 325 5271 | SY | 19,748.000 | 19,748.000 | 0.000 | $1.40 | $0.00 | $0.00 | |
0017 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,975.000 | 1,975.000 | 0.000 | 50.230 | $17.49 | $0.00 | $878.52 |
0018 | TACK COAT | 407(B) 0250 | GAL | 3,391.000 | 3,391.000 | 208.375 | $3.31 | $0.00 | $689.72 | |
0019 | PRIME COAT | 408 5774 | GAL | 8,450.000 | 8,450.000 | 0.000 | $6.46 | $0.00 | $0.00 | |
0020 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,582.000 | 1,582.000 | 0.000 | $77.12 | $0.00 | $0.00 | |
0021 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 5,598.000 | 5,598.000 | 0.000 | 2,253.350 | $65.78 | $0.00 | $148,225.36 |
0022 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,056.000 | 1,056.000 | 0.000 | $81.71 | $0.00 | $0.00 | |
0023 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 1,453.000 | 1,453.000 | 0.000 | 761.690 | $74.55 | $0.00 | $56,783.99 |
0024 | CLASS C CONCRETE | 509(D) 0325 | CY | 329.800 | 329.800 | 0.000 | $294.96 | $0.00 | $0.00 | |
0025 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 104.000 | 104.000 | 0.000 | 104.000 | $35.03 | $0.00 | $3,643.12 |
0026 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 277.000 | 277.000 | 80.000 | 80.000 | $24.14 | $1,931.20 | $1,931.20 |
0027 | 36" CORR. GALV. STEEL PIPE | 613(B) 0692 | LF | 146.000 | 146.000 | 0.000 | $36.48 | $0.00 | $0.00 | |
0028 | 60" CORR. GALV. STEEL PIPE | 613(B) 0696 | LF | 100.000 | 100.000 | 100.000 | $135.87 | $0.00 | $13,587.00 | |
0029 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 84.000 | 84.000 | 0.000 | $61.28 | $0.00 | $0.00 | |
0030 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 262.000 | 262.000 | 0.000 | $8.85 | $0.00 | $0.00 | |
0031 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 88.000 | 88.000 | 0.000 | $8.85 | $0.00 | $0.00 | |
0032 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 2.000 | 2.000 | 2.000 | $2,002.02 | $0.00 | $4,004.04 | |
0033 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 6.000 | 6.000 | 0.000 | $962.33 | $0.00 | $0.00 | |
0034 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 2.000 | 0.000 | $1,621.99 | $0.00 | $0.00 | |
0035 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $1,067.33 | $0.00 | $0.00 | |
0036 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 29.000 | 29.000 | 0.000 | 54.820 | $68.25 | $0.00 | $3,741.67 |
0037 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 79.000 | 79.000 | 0.000 | $68.25 | $0.00 | $0.00 | |
0038 | TRENCH EXCAVATION | 613(V) 1180 | CY | 109.000 | 109.000 | 61.630 | $15.75 | $0.00 | $970.67 | |
0039 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $6,825.00 | $0.00 | $6,825.00 | |
0040 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 15,322.000 | 15,322.000 | 4,346.560 | $1.16 | $0.00 | $5,042.01 | |
0041 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,488.000 | 2,488.000 | 0.000 | $2.10 | $0.00 | $0.00 | |
0042 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 1,483.000 | 1,483.000 | 0.000 | $15.23 | $0.00 | $0.00 | |
0043 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 1.000 | 1.000 | 0.000 | $630.00 | $0.00 | $0.00 | |
0044 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 7.000 | 7.000 | 0.000 | $2,152.50 | $0.00 | $0.00 | |
0045 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 8.000 | 8.000 | 0.000 | $1,359.75 | $0.00 | $0.00 | |
0046 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 5,672.000 | 5,672.000 | 0.000 | $3.42 | $0.00 | $0.00 | |
0047 | DELINEATORS(TYPE 2, CODE 1) | 853 9033 | EA | 36.000 | 36.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $2,335.68 | $566,392.29 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0200/BRIDGE 'A' | ||||||||
0048 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 200.000 | 200.000 | 200.000 | $12.60 | $0.00 | $2,520.00 | |
0049 | CLSM BACKFILL | 501(G) 6309 | CY | 225.000 | 225.000 | 225.000 | $101.04 | $0.00 | $22,734.00 | |
0050 | PRESTRESSED CONCRETE BEAMS (TYPE II) | 503(A) 1311 | LF | 357.330 | 357.330 | 357.330 | $165.84 | $0.00 | $59,259.61 | |
0051 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 398.670 | 398.670 | 398.670 | $216.19 | $0.00 | $86,188.47 | |
0052 | APPROACH SLAB | 504(A) 1304 | SY | 375.800 | 375.800 | 375.800 | $118.20 | $0.00 | $44,419.56 | |
0053 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,142.000 | 1,142.000 | 0.000 | $3.31 | $0.00 | $0.00 | |
0054 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 47.000 | 47.000 | 0.000 | $283.11 | $0.00 | $0.00 | |
0055 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 553.700 | 553.700 | 103.700 | 553.700 | $50.50 | $5,236.85 | $27,961.85 |
0056 | STRUCTURAL STEEL | 506(A) 1322 | LB | 5,860.000 | 5,860.000 | 5,860.000 | $3.49 | $0.00 | $20,451.40 | |
0057 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,484.58 | $0.00 | $19,876.64 | |
0058 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,747.08 | $0.00 | $43,953.28 | |
0059 | CLASS AA CONCRETE | 509(A) 1326 | CY | 228.500 | 228.500 | 228.500 | $431.31 | $0.00 | $98,554.34 | |
0060 | CLASS A CONCRETE | 509(B) 1328 | CY | 216.200 | 216.200 | 216.000 | $478.93 | $0.00 | $103,448.89 | |
0061 | CLASS C CONCRETE | 509(D) 1331 | CY | 9.400 | 9.400 | 0.000 | $347.80 | $0.00 | $0.00 | |
0062 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 103,540.000 | 103,540.000 | 103,540.000 | $0.88 | $0.00 | $91,115.20 | |
0063 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 254.000 | 254.000 | 252.000 | $27.82 | $0.00 | $7,010.64 | |
0064 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 1,117.000 | 1,117.000 | 1,117.000 | $30.25 | $0.00 | $33,789.25 | |
0065 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 254.000 | 254.000 | 239.340 | $12.60 | $0.00 | $3,015.68 | |
0066 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 1,117.000 | 1,117.000 | 1,033.800 | $11.55 | $0.00 | $11,940.39 | |
0067 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,262.000 | 1,262.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0068 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 300.000 | 300.000 | 300.000 | $686.68 | $0.00 | $206,004.00 | |
0069 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 48.000 | 48.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0070 | SEALER RESIN | 523(B) 6560 | GAL | 0.400 | 0.400 | 0.000 | $105.00 | $0.00 | $0.00 | |
0071 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,500.000 | 1,500.000 | 478.520 | 839.730 | $33.15 | $15,862.94 | $27,837.05 |
0072 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 315.000 | 315.000 | 101.680 | 154.640 | $27.95 | $2,841.96 | $4,322.19 |
0073 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 96.000 | 96.000 | 96.000 | $22.40 | $0.00 | $2,150.40 | |
0074 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 42.000 | 42.000 | 0.000 | $22.40 | $0.00 | $0.00 | |
0075 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $78,750.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $23,941.75 | $916,552.84 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0201/BRIDGE 'B' | ||||||||
0076 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 90.000 | 90.000 | 90.000 | $12.60 | $0.00 | $1,134.00 | |
0077 | CLSM BACKFILL | 501(G) 6309 | CY | 200.000 | 200.000 | 0.000 | $107.41 | $0.00 | $0.00 | |
0078 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 957.000 | 957.000 | 957.000 | $198.95 | $0.00 | $190,395.15 | |
0079 | APPROACH SLAB | 504(A) 1304 | SY | 224.800 | 224.800 | 0.000 | 0.000 | $118.20 | $0.00 | $0.00 |
0080 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,292.000 | 1,292.000 | 0.000 | $3.31 | $0.00 | $0.00 | |
0081 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 577.000 | 577.000 | 0.000 | 0.000 | $50.95 | $0.00 | $0.00 |
0082 | STRUCTURAL STEEL | 506(A) 1322 | LB | 4,910.000 | 4,910.000 | 4,910.000 | $2.96 | $0.00 | $14,533.60 | |
0083 | WEATHERING STEEL FIXED BEARING ASSEMBLY | 507(A) 6172 | EA | 8.000 | 8.000 | 8.000 | $2,906.66 | $0.00 | $23,253.28 | |
0084 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 0.000 | $1,632.75 | $0.00 | $0.00 | |
0085 | ELASTOMERIC BEARING PADS | 507(C) 6282 | EA | 16.000 | 16.000 | 16.000 | $874.65 | $0.00 | $13,994.40 | |
0086 | CLASS AA CONCRETE | 509(A) 1326 | CY | 320.200 | 320.200 | 290.200 | 320.200 | $515.31 | $149,542.96 | $165,002.26 |
0087 | CLASS A CONCRETE | 509(B) 1328 | CY | 121.600 | 121.600 | 0.600 | 121.600 | $520.93 | $312.56 | $63,345.09 |
0088 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.600 | 10.600 | 0.000 | $401.41 | $0.00 | $0.00 | |
0089 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 90,380.000 | 90,380.000 | 68,580.000 | 90,380.000 | $0.94 | $64,465.20 | $84,957.20 |
0090 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 765.000 | 765.000 | 765.000 | $25.69 | $0.00 | $19,652.85 | |
0091 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 765.000 | 765.000 | 693.810 | $12.60 | $0.00 | $8,742.01 | |
0092 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,088.000 | 1,088.000 | 0.000 | $3.15 | $0.00 | $0.00 | |
0093 | DRILLED SHAFTS 54" DIAMETER | 516(A) 6095 | LF | 168.000 | 168.000 | 168.000 | $610.61 | $0.00 | $102,582.48 | |
0094 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 163.000 | 163.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0095 | SEALER RESIN | 523(B) 6560 | GAL | 1.800 | 1.800 | 0.000 | $105.00 | $0.00 | $0.00 | |
0096 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 1,910.000 | 1,910.000 | 226.030 | $32.10 | $0.00 | $7,255.56 | |
0097 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 390.000 | 390.000 | 49.180 | $25.85 | $0.00 | $1,271.30 | |
0098 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 84.000 | 84.000 | 84.000 | 84.000 | $22.40 | $1,881.60 | $1,881.60 |
0099 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 20.000 | 20.000 | 0.000 | $22.40 | $0.00 | $0.00 | |
0100 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 1.000 | $95,550.00 | $0.00 | $95,550.00 | |
Subtotals For Category 0201/BRIDGE 'B' | $216,202.32 | $793,550.78 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0300/TRAFFIC | ||||||||
0101 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 1,000.000 | 1,915.000 | $0.53 | $0.00 | $1,014.95 | |
0102 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 7,920.000 | 7,920.000 | 390.000 | 3,691.000 | $0.27 | $105.30 | $996.57 |
0103 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 12,060.000 | 12,060.000 | 375.000 | 2,347.000 | $0.06 | $22.50 | $140.82 |
0104 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 2,160.000 | 2,160.000 | 210.000 | 1,999.000 | $2.10 | $441.00 | $4,197.90 |
0105 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,080.000 | 10,080.000 | 225.000 | 933.000 | $0.27 | $60.75 | $251.91 |
0106 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 60.000 | 672.000 | $2.10 | $126.00 | $1,411.20 |
0107 | VERTICAL PANELS | 880(D) 8854 | SD | 7,020.000 | 7,020.000 | 840.000 | 3,651.000 | $0.27 | $226.80 | $985.77 |
0108 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 22,320.000 | 22,320.000 | 645.000 | 3,640.000 | $0.03 | $19.35 | $109.20 |
0109 | DRUMS | 880(F) 8878 | SD | 7,560.000 | 7,560.000 | 960.000 | 2,267.000 | $0.27 | $259.20 | $612.09 |
0110 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,240.000 | 3,240.000 | 216.000 | 216.000 | $0.27 | $58.32 | $58.32 |
0111 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 0.000 | $15.75 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC | $1,319.22 | $9,778.73 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0301/SIGNING & STRIPING | ||||||||
0112 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 0.000 | $262.50 | $0.00 | $0.00 | |
0113 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 27.000 | 27.000 | 0.000 | $11.55 | $0.00 | $0.00 | |
0114 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 18.000 | 18.000 | 0.000 | $21.00 | $0.00 | $0.00 | |
0115 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 15,970.000 | 15,970.000 | 2,784.000 | $0.53 | $0.00 | $1,475.52 | |
Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $1,475.52 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0600/STAKING | ||||||||
0116 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.500 | $14,700.00 | $0.00 | $7,350.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $7,350.00 | ||||||||
Fed/State Project Number: BRFY-115C(026) | Project: 20967(04) | Category: 0640/CONSTRUCTION | ||||||||
0117 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.500 | $2,625.00 | $0.00 | $1,312.50 | |
0118 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 0.500 | $8,925.00 | $0.00 | $4,462.50 | |
0119 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $160,900.00 | $0.00 | $160,900.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $166,675.00 | ||||||||
Subtotals For Project BRFY-115C(026) /20967(04) | $243,798.97 | $2,461,775.16 |