Contract ID: | 110359 | Estimate Number: | 0012 | Contract No: | 710193 | |||
Residency: | MCALESTER (02400) | Estimate Type: | Progressive | Account No: | 400200 | |||
Project Number(s): | BRFY-161B(141) | ||||||||||||
Primary Job Piece No: | 21746(04) | ||||||||||||
Contract Description: | BRIDGE AND APPROACHES US-270: OVER COAL CREEK, 13.2 MILES EAST OF THE HUGHES COUNTY LINE. PROJECT LENGTH = 0.616 MILES. | ||||||||||||
Primary County: | PITTSBURG | ||||||||||||
Name of Road: | US-270 | ||||||||||||
Prime Contractor: | C-GAWF CONSTRUCTION, INC. | ||||||||||||
101 E SHURDEN INDUSTRIAL BLVD | |||||||||||||
HENRYETTA , OK 74437 | |||||||||||||
Surety Company: | EMPLOYERS MUTUAL CASUALTY COMPANY | ||||||||||||
Date Let: | 07/21/2011 | NTP Effective Date: | 12/05/2011 | Pay Period: | 02/16/2012 TO 02/29/2012 |
Date Awarded: | 08/01/2011 | Date Work Began: | 09/15/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 08/09/2011 | Date Time Stopped: | Current Time Charged: | 168.00 | |
Date NTP Issued: | 08/18/2011 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 01/03/2013 | Workman's Comp Expires: | 01/03/2013 | Percent Time Used: | 93.33 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $2,809,285.77 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,747,402.53 | Participating: | $1,692,284.23 | $1,662,155.95 | $30,128.28 | ||
Percent Complete: | 61.86 % | Non Participating: | $0.00 | $0.00 | $0.00 | ||
Funds Available: | $1,071,487.85 | Total Earnings: | $1,692,284.23 | $1,662,155.95 | $30,128.28 | ||
Unearned Balance: | $1,009,604.61 | Stockpiled Materials: | $46,719.62 | $49,956.39 | $-3,236.77 | ||
Gross Earnings: | $1,739,003.85 | $1,712,112.34 | $26,891.51 | ||||
Other Adjustments: | $-1,205.93 | $-1,205.93 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,737,797.92 | $1,710,906.41 | $26,891.51 |
Contract ID: | 110359 | Estimate Number: | 0012 | Primary JP: | 21746(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Change Order adding Class A Concrete due to error on plans | Approved | 12/06/2011 | 0.0 | $52,906.00 |
002 | Change Order for the addition of 24" Reinf. Concrete Pipe | Approved | 02/07/2012 | 0.0 | $8,977.24 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
21746(04) | 0024 | Gabion Baskets | Stockpiled Material Initial Payment | 0005 | $13,321.49 |
21746(04) | 0025 | 18" CGSP | Stockpiled Material Initial Payment | 0003 | $3,367.56 |
21746(04) | 0025 | 18" CGSP | Stockpiled Material Adjustment | 0008 | $-930.51 |
21746(04) | 0025 | 10 x 42 Piling | Stockpiled Material Initial Payment | 0003 | $4,529.80 |
21746(04) | 0025 | 10 x 42 Piling | Stockpiled Material Adjustment | 0008 | $-1,902.52 |
21746(04) | 0025 | 12 x 53 Piling | Stockpiled Material Initial Payment | 0003 | $27,126.00 |
21746(04) | 0025 | 12 x 53 Piling | Stockpiled Material Adjustment | 0008 | $-2,170.08 |
21746(04) | 0044 | Prestressed Concrete Beams - Type IV | Stockpiled Material Adjustment | 0009 | $-171,637.89 |
21746(04) | 0044 | Prestressed Concrete Beams - Type IV | Stockpiled Material Initial Payment | 0007 | $171,637.89 |
21746(04) | 0047 | Sealed Expansion Joint | Stockpiled Material Adjustment | 0011 | $-8,989.39 |
21746(04) | 0047 | Sealed Expansion Joint | Stockpiled Material Initial Payment | 0009 | $8,989.39 |
21746(04) | 0048 | Epoxy Steel | Stockpiled Material Adjustment | 0012 | $-3,236.77 |
21746(04) | 0048 | Epoxy Steel | Stockpiled Material Initial Payment | 0009 | $6,473.54 |
21746(04) | 0049 | Structural Steel | Stockpiled Material Initial Payment | 0009 | $2,132.42 |
21746(04) | 0049 | Structural Steel | Stockpiled Material Adjustment | 0010 | $-1,991.31 |
21746(04) | 0050 | Fixed Bearing Assembly | Stockpiled Material Initial Payment | 0008 | $15,480.00 |
21746(04) | 0050 | Fixed Bearing Assembly | Stockpiled Material Adjustment | 0010 | $-15,480.00 |
21746(04) | 0051 | Expansion Bearing Assembly | Stockpiled Material Initial Payment | 0008 | $30,960.00 |
21746(04) | 0051 | Expansion Bearing Assembly | Stockpiled Material Adjustment | 0010 | $-30,960.00 |
21746(04) | 0055 | Epoxy Steel | Stockpiled Material Initial Payment | 0009 | $51,785.73 |
21746(04) | 0055 | Epoxy Steel | Stockpiled Material Adjustment | 0010 | $-51,785.73 |
21746(04) | 0061 | Drilled Shaft Reinf. Steel | Stockpiled Material Initial Payment | 0003 | $16,153.87 |
21746(04) | 0061 | Drilled Shaft Reinf. Steel | Stockpiled Material Adjustment | 0004 | $-16,153.87 | Subtotals For Stockpile Payments | $46,719.62 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
21746(04) | 0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 2,009.97 | $-0.24 | $-487.52 |
21746(04) | 0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 787.90 | $-0.27 | $-218.41 |
21746(04) | 0044 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | * SUBSTANDARD ITEM | 0006 | 0.00 | $0.00 | $-500.00 | Subtotals For Line Item Adjustments | $-1,205.93 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
No milestones exist for this contract. |
Contract ID: | 110359 | Estimate Number: | 0012 | Primary JP: | 21746(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-161B(141) | Project: 21746(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $12,500.00 | $0.00 | $12,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 22,083.000 | 22,083.000 | 16,562.250 | $4.75 | $0.00 | $78,670.69 | |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 25,360.000 | 25,360.000 | 30,000.000 | $5.75 | $0.00 | $172,500.00 | |
0004 | TYPE A-SALVAGED TOPSOIL | 205(A) 4229 | LSUM | 1.000 | 1.000 | 0.000 | $22,500.00 | $0.00 | $0.00 | |
0005 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,010.000 | 1,010.000 | 5,150.000 | $3.00 | $0.00 | $15,450.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 182.000 | 182.000 | 112.500 | $8.00 | $0.00 | $900.00 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 1 | 221(G) 0150 | CY | 7.000 | 7.000 | 0.000 | $150.00 | $0.00 | $0.00 | |
0008 | DITCH LINER PROTECTION | 229 4318 | LF | 400.000 | 400.000 | 0.000 | $2.00 | $0.00 | $0.00 | |
0009 | SOLID SLAB SODDING | 230(A) 2806 | SY | 55,745.000 | 55,745.000 | 0.000 | $1.55 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 11.220 | 11.220 | 0.000 | $550.00 | $0.00 | $0.00 | |
0011 | FERTILIZING (10-20-10) | 234(A) 2824 | TON | 5.430 | 5.430 | 0.000 | $750.00 | $0.00 | $0.00 | |
0012 | MOWING | 241 2832 | AC | 11.220 | 11.220 | 0.000 | $50.00 | $0.00 | $0.00 | |
0013 | AGGREGATE BASE TYPE B | 303(B) 2110 | CY | 4,971.000 | 4,971.000 | 0.000 | $40.00 | $0.00 | $0.00 | |
0014 | MOISTURE BARRIER MEMBRANE | 325 5280 | SY | 18,817.000 | 18,817.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 2,099.000 | 2,099.000 | 232.250 | $19.00 | $0.00 | $4,412.75 | |
0016 | TACK COAT | 407(B) 0250 | GAL | 2,732.000 | 2,732.000 | 400.000 | $3.00 | $0.00 | $1,200.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 7,497.000 | 7,497.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0018 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 1,293.000 | 1,293.000 | 0.000 | $72.00 | $0.00 | $0.00 | |
0019 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 4,203.000 | 4,203.000 | 0.000 | 2,009.970 | $63.50 | $0.00 | $127,633.10 |
0020 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 1,249.000 | 1,249.000 | 0.000 | $78.00 | $0.00 | $0.00 | |
0021 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 862.000 | 862.000 | 787.900 | $72.00 | $0.00 | $56,728.80 | |
0022 | CLASS C CONCRETE | 509(D) 0325 | CY | 371.000 | 148.200 | 0.000 | $250.00 | $0.00 | $0.00 | |
0023 | REINFORCING STEEL | 511(A) 0332 | LB | 20,938.000 | 20,938.000 | 17,385.000 | $0.80 | $0.00 | $13,908.00 | |
0024 | GABIONS | 602(A) 4154 | CY | 300.000 | 300.000 | 0.000 | $125.00 | $0.00 | $0.00 | |
0025 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 670.000 | 670.000 | 84.000 | $22.00 | $0.00 | $1,848.00 | |
0026 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 885.000 | 885.000 | 0.000 | 675.000 | $1.00 | $0.00 | $675.00 |
0027 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 70.000 | 70.000 | 250.000 | $1.00 | $0.00 | $250.00 | |
0028 | TYPE A6 CULVERT END TREATMENT | 613(M) 7196 | EA | 8.000 | 8.000 | 0.000 | $750.00 | $0.00 | $0.00 | |
0029 | OUTLET LATERAL HEADWALL | 613(Q) 5946 | EA | 1.000 | 1.000 | 0.000 | $50.00 | $0.00 | $0.00 | |
0030 | PIPE UNDERDRAIN COVER MAT'L. | 613(U) 1100 | CY | 266.000 | 266.000 | 132.870 | $5.00 | $0.00 | $664.35 | |
0031 | TRENCH EXCAVATION | 613(V) 1180 | CY | 84.000 | 84.000 | 0.000 | 1,181.780 | $2.00 | $0.00 | $2,363.56 |
0032 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 0.000 | $15,000.00 | $0.00 | $0.00 | |
0033 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 16,117.000 | 16,117.000 | 1,264.000 | $2.25 | $0.00 | $2,844.00 | |
0034 | SAWING PAVEMENT | 619(C) 0924 | LF | 2,340.000 | 2,340.000 | 2,844.000 | $3.00 | $0.00 | $8,532.00 | |
0035 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 975.000 | 975.000 | 0.000 | $17.00 | $0.00 | $0.00 | |
0036 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 4.000 | 4.000 | 0.000 | $2,350.00 | $0.00 | $0.00 | |
0037 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 4.000 | 4.000 | 0.000 | $1,800.00 | $0.00 | $0.00 | |
0038 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 2,825.000 | 2,825.000 | 0.000 | $4.75 | $0.00 | $0.00 | |
0039 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 2.000 | 2.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0040 | MAILBOX | 629(C) 4960 | EA | 5.000 | 5.000 | 0.000 | $55.00 | $0.00 | $0.00 | |
0041 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 5.000 | 5.000 | 5.000 | $55.00 | $0.00 | $275.00 | |
8000 | CLASS A CONCRETE | 509(B) 0321 | CY | 0.000 | 230.000 | 223.430 | $472.20 | $0.00 | $105,503.65 | |
8001 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 0.000 | 116.000 | 102.000 | $77.39 | $0.00 | $7,893.78 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $614,752.68 | ||||||||
Fed/State Project Number: BRFY-161B(141) | Project: 21746(04) | Category: 0200/BRIDGE "A" | ||||||||
0042 | SUBSTRUCTURE EXCAVATION COMMON | 501(B) 1307 | CY | 210.000 | 210.000 | 210.000 | $15.00 | $0.00 | $3,150.00 | |
0043 | CLSM BACKFILL | 501(G) 6309 | CY | 238.200 | 238.200 | 0.000 | 238.200 | $115.00 | $0.00 | $27,393.00 |
0044 | PRESTRESSED CONCRETE BEAMS (TYPE IV) | 503(A) 1313 | LF | 1,196.000 | 1,196.000 | 1,196.000 | $190.00 | $0.00 | $227,240.00 | |
0045 | APPROACH SLAB | 504(A) 1304 | SY | 329.600 | 329.600 | 329.600 | $155.00 | $0.00 | $51,088.00 | |
0046 | SAW-CUT GROOVING | 504(B) 1305 | SY | 1,754.200 | 1,754.200 | 0.000 | $4.40 | $0.00 | $0.00 | |
0047 | SEALED EXPANSION JOINT | 504(C) 6250 | LF | 48.690 | 48.690 | 48.690 | $260.00 | $0.00 | $12,659.40 | |
0048 | CONCRETE RAIL (TR4) | 504(D) 6245 | LF | 748.300 | 748.300 | 374.150 | 374.150 | $65.00 | $24,319.75 | $24,319.75 |
0049 | STRUCTURAL STEEL | 506(A) 1322 | LB | 1,510.000 | 1,510.000 | 1,510.000 | $4.00 | $0.00 | $6,040.00 | |
0050 | STAINLESS STEEL FIXED BEARING ASSEMBLY | 507(A) 6170 | EA | 8.000 | 8.000 | 8.000 | $2,150.00 | $0.00 | $17,200.00 | |
0051 | STAINLESS STEEL EXPANSION BEARING ASSEMBLY | 507(B) 6174 | EA | 16.000 | 16.000 | 16.000 | $2,150.00 | $0.00 | $34,400.00 | |
0052 | CLASS AA CONCRETE | 509(A) 1326 | CY | 346.400 | 346.400 | 346.400 | $350.00 | $0.00 | $121,240.00 | |
0053 | CLASS A CONCRETE | 509(B) 1328 | CY | 216.600 | 216.600 | 223.400 | $600.00 | $0.00 | $134,040.00 | |
0054 | REINFORCING STEEL | 511(A) 1332 | LB | 560.000 | 560.000 | 560.000 | $1.00 | $0.00 | $560.00 | |
0055 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 141,710.000 | 141,710.000 | 141,710.000 | $0.85 | $0.00 | $120,453.50 | |
0056 | PILES, FURNISHED (HP 10X42) | 514(A) 6010 | LF | 228.000 | 228.000 | 218.000 | $28.00 | $0.00 | $6,104.00 | |
0057 | PILES, FURNISHED (HP 12X53) | 514(A) 6011 | LF | 964.000 | 964.000 | 960.000 | $34.00 | $0.00 | $32,640.00 | |
0058 | PILES, DRIVEN (HP 10X42) | 514(B) 6292 | LF | 228.000 | 228.000 | 205.320 | $9.50 | $0.00 | $1,950.55 | |
0059 | PILES, DRIVEN (HP 12X53) | 514(B) 6294 | LF | 964.000 | 964.000 | 880.130 | $9.50 | $0.00 | $8,361.24 | |
0060 | WATER REPELLENT (VISUALLY INSPECTED) | 515(A) 6013 | SY | 1,261.000 | 1,261.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0061 | DRILLED SHAFTS 72" DIAMETER | 516(A) 6098 | LF | 210.000 | 210.000 | 210.140 | $520.00 | $0.00 | $109,272.80 | |
0062 | SEALER CRACK PREPARATION | 523(A) 6550 | LF | 192.000 | 192.000 | 0.000 | $4.60 | $0.00 | $0.00 | |
0063 | SEALER RESIN | 523(B) 6560 | GAL | 1.300 | 1.300 | 0.000 | $200.00 | $0.00 | $0.00 | |
0064 | TYPE I-A PLAIN RIPRAP | 601(B) 1353 | TON | 480.000 | 480.000 | 498.080 | $32.00 | $0.00 | $15,938.56 | |
0065 | TYPE I-A FILTER BLANKET | 601(C) 1355 | TON | 85.000 | 85.000 | 57.570 | $27.00 | $0.00 | $1,554.39 | |
0066 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 6204 | LF | 100.000 | 100.000 | 0.000 | 100.000 | $12.00 | $0.00 | $1,200.00 |
0067 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 6207 | LF | 36.000 | 36.000 | 0.000 | $12.00 | $0.00 | $0.00 | |
0068 | REMOVAL OF EXISTING BRIDGE STRUCTURE | 619(D) 1397 | LSUM | 1.000 | 1.000 | 0.000 | $25,000.00 | $0.00 | $0.00 | |
Subtotals For Category 0200/BRIDGE "A" | $24,319.75 | $956,805.19 | ||||||||
Fed/State Project Number: BRFY-161B(141) | Project: 21746(04) | Category: 0300/TRAFFIC | ||||||||
0069 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 5,500.000 | 5,500.000 | 15,190.000 | $0.27 | $0.00 | $4,101.30 | |
0070 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 3,040.000 | 3,040.000 | 0.000 | $0.50 | $0.00 | $0.00 | |
0071 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,500.000 | 1,500.000 | 3,260.000 | $1.00 | $0.00 | $3,260.00 | |
0072 | (SP)CONST.ZONE IMPACT ATTEN. | 871(B) 8705 | SD | 720.000 | 720.000 | 42.000 | 96.000 | $1.15 | $48.30 | $110.40 |
0073 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 360.000 | 360.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0074 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 3,200.000 | 3,200.000 | 350.000 | $22.50 | $0.00 | $7,875.00 | |
0075 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 1,000.000 | 1,000.000 | 0.000 | $3.75 | $0.00 | $0.00 | |
0076 | MODULAR GLARE SCREEN (TEMPORARY) | 878(B) 8487 | SD | 30,600.000 | 30,600.000 | 0.000 | $0.02 | $0.00 | $0.00 | |
0077 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 180.000 | 180.000 | 0.000 | $1.15 | $0.00 | $0.00 | |
0078 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 9,180.000 | 9,180.000 | 56.000 | 680.000 | $0.06 | $3.36 | $40.80 |
0079 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,240.000 | 3,240.000 | 201.000 | 2,172.000 | $1.15 | $231.15 | $2,497.80 |
0080 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,420.000 | 3,420.000 | 228.000 | 2,385.000 | $1.70 | $387.60 | $4,054.50 |
0081 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 1,800.000 | 1,800.000 | 168.000 | 408.000 | $1.70 | $285.60 | $693.60 |
0082 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 56.000 | 680.000 | $2.30 | $128.80 | $1,564.00 |
0083 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 3,600.000 | 3,600.000 | 602.000 | 2,821.000 | $0.46 | $276.92 | $1,297.66 |
0084 | DRUMS | 880(F) 8878 | SD | 16,200.000 | 16,200.000 | 840.000 | 2,040.000 | $0.14 | $117.60 | $285.60 |
0085 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,600.000 | 3,600.000 | 630.000 | 3,405.000 | $0.14 | $88.20 | $476.70 |
0086 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 180.000 | 180.000 | 28.000 | 152.000 | $22.00 | $616.00 | $3,344.00 |
Subtotals For Category 0300/TRAFFIC | $2,183.53 | $29,601.36 | ||||||||
Fed/State Project Number: BRFY-161B(141) | Project: 21746(04) | Category: 0301/TRAFFIC SIGNING & STRIPING | ||||||||
0087 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 1.000 | 1.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
0088 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 24.500 | 24.500 | 0.000 | $16.50 | $0.00 | $0.00 | |
0089 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 52.000 | 52.000 | 0.000 | $13.50 | $0.00 | $0.00 | |
0090 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,020.000 | 12,020.000 | 0.000 | $0.80 | $0.00 | $0.00 | |
Subtotals For Category 0301/TRAFFIC SIGNING & STRIPING | $0.00 | $0.00 | ||||||||
Fed/State Project Number: BRFY-161B(141) | Project: 21746(04) | Category: 0600/STAKING | ||||||||
0091 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.200 | 0.950 | $15,000.00 | $3,000.00 | $14,250.00 |
Subtotals For Category 0600/STAKING | $3,000.00 | $14,250.00 | ||||||||
Fed/State Project Number: BRFY-161B(141) | Project: 21746(04) | Category: 0640/CONSTRUCTION | ||||||||
0092 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $2,500.00 | $625.00 | $1,875.00 |
0093 | FIELD OFFICE | 640(A) 1398 | EA | 1.000 | 1.000 | 0.000 | $1,250.00 | $0.00 | $0.00 | |
0094 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $75,000.00 | $0.00 | $75,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $625.00 | $76,875.00 | ||||||||
Subtotals For Project BRFY-161B(141) /21746(04) | $30,128.28 | $1,692,284.23 |