Contract ID: | 090616 | Estimate Number: | 0016 | Contract No: | 510532 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 404700 | |||
Project Number(s): | SAP-021N(029) | ||||||||||||
Primary Job Piece No: | 20298(04) | ||||||||||||
Contract Description: | GRADE,DRAIN AND SURFACE SH-7: BEGIN 3.3 MILE EAST OF I-44, EXTEND EAST. PROJECT LENGTH = 3.267 MILES. | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | SH-7 | ||||||||||||
Prime Contractor: | DUIT CONSTRUCTION COMPANY, INC./TTK CONSTRUCTION CO., INC JV | ||||||||||||
P.O. BOX 3788 | |||||||||||||
EDMOND , OK 73083 | |||||||||||||
Surety Company: | LIBERTY MUTUAL INSURANCE COMPANY | ||||||||||||
Date Let: | 10/15/2009 | NTP Effective Date: | 03/01/2010 | Pay Period: | 10/01/2010 TO 10/31/2010 |
Date Awarded: | 11/02/2009 | Date Work Began: | 01/19/2010 | Original Contract Time: | 200 |
Date Contract Executed: | 11/13/2009 | Date Time Stopped: | Current Time Charged: | 285.00 | |
Date NTP Issued: | 11/16/2009 | Completion Date: | Current Time Allowed: | 267.00 | |
General Liability Expires: | 03/01/2011 | Workman's Comp Expires: | 03/01/2011 | Percent Time Used: | 106.74 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $6,695,713.38 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $6,516,287.53 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 92.22 % | Non Participating: | $6,257,977.83 | $5,697,950.81 | $560,027.02 | ||
Funds Available: | $520,962.47 | Total Earnings: | $6,257,977.83 | $5,697,950.81 | $560,027.02 | ||
Unearned Balance: | $341,536.62 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $6,257,977.83 | $5,697,950.81 | $560,027.02 | ||||
Other Adjustments: | $-65,226.92 | $-11,909.17 | $-53,317.75 | ||||
Liq Dam/Disincentive: | $-18,000.00 | $-18,000.00 | $0.00 | ||||
TOTAL: | $6,174,750.91 | $5,668,041.64 | $506,709.27 |
Contract ID: | 090616 | Estimate Number: | 0016 | Primary JP: | 20298(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Adds Removal of Conc. Pav't. | Approved | 07/07/2010 | 0.0 | $168,493.62 |
002 | Re-lap Guardrail & Add GET | Approved | 09/08/2010 | 0.0 | $10,932.23 |
003 | Additional Days for Concrete Removal | Approved | 08/18/2010 | 15.0 | $0.00 |
004 | Additional Sawing for 6" PCCP | Pending | 0 | 0.0 | $6,170.77 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Initial Payment | 0011 | $83,810.11 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Closure | 0014 | $-61,863.61 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0011 | $-17,516.04 |
20298(04) | 0012 | AGGR-ECOBCTB-2-C(IA) | Stockpiled Material Adjustment | 0012 | $-4,430.46 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0012 | $-278.04 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Adjustment | 0011 | $-57,919.26 |
20298(04) | 0012 | FABRIC-CTB SEP | Stockpiled Material Initial Payment | 0011 | $58,197.30 |
20298(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Initial Payment | 0011 | $27,779.70 |
20298(04) | 0025 | FABRIC-HMA PVMT REIN | Stockpiled Material Adjustment | 0011 | $-27,779.70 | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | ||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount |
System Application of Liquidated Damages | 0014 | -5.0 | $1,000.00 | $-5,000.00 |
System Application of Liquidated Damages | 0015 | -13.0 | $1,000.00 | $-13,000.00 |
System Application of Liquidated Damages | 0016 | -0.0 | $1,000.00 | $0.00 |
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 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -198.29 | $1.75 | $-347.01 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -77.15 | $2.50 | $-192.88 |
20298(04) | 0013 | (SP)LIME | * Material Discrepancy Adjustments | 0011 | -202.77 | $5.00 | $-1,013.85 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $705.42 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0014 | -37.22 | $95.85 | $-3,567.92 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $453.33 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $969.38 |
20298(04) | 0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-3,219.54 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 0.00 | $0.00 | $397.30 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0014 | -75.00 | $117.15 | $-8,786.25 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 0.00 | $0.00 | $442.69 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | * Material Discrepancy Adjustments | 0016 | 0.00 | $0.00 | $-51,497.13 |
20298(04) | 0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 0.00 | $0.00 | $429.54 | Subtotals For Line Item Adjustments | $-65,226.92 | * = 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: | 090616 | Estimate Number: | 0016 | Primary JP: | 20298(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: SAP-021N(029) | Project: 20298(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 46,766.000 | 46,766.000 | 46,766.000 | $3.35 | $0.00 | $156,666.11 | |
0002 | UNCLASSIFIED BORROW | 202(C) 0184 | CY | 90,545.000 | 90,545.000 | 90,545.000 | $4.42 | $0.00 | $400,208.90 | |
0003 | TYPE A-SALVAGED TOPSOIL | 205 4229 | LSUM | 1.000 | 1.000 | 0.500 | 1.000 | $31,950.00 | $15,975.00 | $31,950.00 |
0004 | TEMPORARY SILT FENCE | 223 2801 | LF | 500.000 | 500.000 | 1,565.000 | $1.22 | $0.00 | $1,909.30 | |
0005 | TEMPORARY SEDIMENT FILTER | 224 2803 | EA | 9.000 | 9.000 | 0.000 | $133.13 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 227 0100 | LF | 518.000 | 518.000 | 448.000 | $5.33 | $0.00 | $2,387.84 | |
0007 | DITCH LINER PROTECTION | 229 4318 | LF | 4,880.000 | 4,880.000 | 4,880.000 | 4,880.000 | $1.26 | $6,148.80 | $6,148.80 |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 228,691.000 | 228,691.000 | 87,250.800 | 87,250.800 | $1.34 | $116,916.07 | $116,916.07 |
0009 | SEEDING METHOD A | 232(A) 2813 | AC | 48.000 | 48.000 | 0.000 | $213.00 | $0.00 | $0.00 | |
0010 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 48.000 | 48.000 | 0.000 | $319.50 | $0.00 | $0.00 | |
0011 | MOWING | 241 2832 | AC | 102.000 | 102.000 | 7.430 | $79.88 | $0.00 | $593.51 | |
0012 | (SP)CEMENT TREATED BASE | 317(F) 4270 | SY | 88,760.000 | 88,760.000 | 8,521.960 | 92,365.690 | $8.25 | $70,306.17 | $762,016.95 |
0013 | (SP)LIME | 327(D) 4230 | TON | 2,944.000 | 2,944.000 | 1,920.490 | $125.00 | $0.00 | $240,061.25 | |
0014 | (SP)LIME STABILIZED SUBGRADE | 327(H) 4270 | SY | 97,093.000 | 97,093.000 | 8,968.130 | 104,871.660 | $1.62 | $14,528.37 | $169,892.10 |
0015 | TRAFFIC BOUND SURFACE COURSE TYPE A | 403(A) 0217 | TON | 515.000 | 515.000 | 169.100 | 515.000 | $26.63 | $4,503.13 | $13,714.44 |
0016 | TACK COAT | 407 0250 | GAL | 240.000 | 240.000 | 0.000 | $2.66 | $0.00 | $0.00 | |
0017 | PRIME COAT | 408 5774 | GAL | 48,845.000 | 48,845.000 | 10,156.340 | $4.41 | $0.00 | $44,789.46 | |
0018 | (SP)ASPHALT CONCRETE TYPE S3(PG 64-22 OK) | 411(S3) 5945 | TON | 533.000 | 533.000 | 431.200 | 833.810 | $95.85 | $41,330.52 | $79,920.69 |
0019 | (SP)ASPHALT CONCRETE TYPE S4(PG 64-22 OK) | 411(S4) 5960 | TON | 180.000 | 180.000 | 167.190 | 422.570 | $117.15 | $19,586.31 | $49,504.08 |
0020 | (SP)DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(A1) 5725 | SY | 43,334.000 | 43,334.000 | 2.780 | 41,805.560 | $12.50 | $34.75 | $522,569.51 |
0021 | (SP)PORTLAND CEMENT CONCRETE PAVEMENT(PLACEMENT ONLY) | 414(H) 5250 | SY | 48,049.000 | 48,049.000 | 4,968.030 | 51,233.720 | $7.00 | $34,776.21 | $358,636.04 |
0022 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 21,611.000 | 21,611.000 | 1,033.960 | 22,315.500 | $87.20 | $90,161.31 | $1,945,911.59 |
0023 | (PL)FOG SEAL | 417 4659 | GAL | 102.000 | 102.000 | 0.000 | $3.00 | $0.00 | $0.00 | |
0024 | COLD MILLING PAVEMENT | 417 5267 | SY | 6,112.000 | 6,112.000 | 6,111.000 | $3.83 | $0.00 | $23,405.13 | |
0025 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 102,371.000 | 102,371.000 | 102,066.840 | $0.89 | $0.00 | $90,839.48 | |
0026 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 108.000 | 108.000 | 112.800 | $37.28 | $0.00 | $4,205.19 | |
0027 | CLASS AA CONCRETE | 509(A) 0319 | CY | 65.000 | 65.000 | 129.320 | $452.63 | $0.00 | $58,534.11 | |
0028 | CLASS A CONCRETE | 509(B) 0321 | CY | 428.000 | 428.000 | 263.040 | $447.30 | $0.00 | $117,657.79 | |
0029 | CLASS A CONCRETE FOR SMALL STRUCTURES | 509(C) 0322 | CY | 4.000 | 4.000 | 3.500 | $1,065.00 | $0.00 | $3,727.50 | |
0030 | CLASS C CONCRETE | 509(D) 0325 | CY | 634.000 | 634.000 | 632.450 | 632.450 | $202.35 | $127,976.26 | $127,976.26 |
0031 | REINFORCING STEEL | 511(A) 0332 | LB | 59,981.000 | 59,981.000 | 58,188.100 | $0.69 | $0.00 | $40,149.79 | |
0032 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 20.000 | 20.000 | 179.300 | $47.93 | $0.00 | $8,593.85 | |
0033 | TYPE I-A FILTER BLANKET | 601(A-2)0538 | TON | 1.000 | 1.000 | 0.000 | 76.240 | $106.50 | $0.00 | $8,119.56 |
0034 | INLET (SMD-TYPE 2) | 611(E) 6002 | EA | 6.000 | 6.000 | 1.000 | 5.000 | $1,278.00 | $1,278.00 | $6,390.00 |
0035 | JUNCTION BOXES | 611(J) 0487 | CF | 97.000 | 97.000 | 96.800 | 96.800 | $31.95 | $3,092.76 | $3,092.76 |
0036 | 18" R.C.PIPE CLASS III | 613(B) 0491 | LF | 493.000 | 493.000 | 472.000 | $47.93 | $0.00 | $22,622.96 | |
0037 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 1,156.000 | 1,156.000 | 0.000 | 1,338.000 | $58.58 | $0.00 | $78,380.04 |
0038 | TYPE A4 CULVERT END TREATMENT | 613(CC) 7186 | EA | 1.000 | 1.000 | 2.000 | 3.000 | $639.00 | $1,278.00 | $1,917.00 |
0039 | TYPE B4 CULVERT END TREATMENT | 613(CC) 7187 | EA | 4.000 | 4.000 | 1.000 | 6.000 | $905.25 | $905.25 | $5,431.50 |
0040 | TYPE D4 CULVERT END TREATMENT | 613(CC) 7189 | EA | 3.000 | 3.000 | -3.000 | 0.000 | $1,464.38 | $-4,393.14 | $0.00 |
0041 | TYPE A6 CULVERT END TREATMENT | 613(CC) 7196 | EA | 4.000 | 4.000 | 0.000 | 4.000 | $905.25 | $0.00 | $3,621.00 |
0042 | TYPE B6 CULVERT END TREATMENT | 613(CC) 7197 | EA | 11.000 | 11.000 | 5.000 | 10.000 | $931.88 | $4,659.40 | $9,318.80 |
0043 | TYPE D6 CULVERT END TREATMENT | 613(CC) 7199 | EA | 3.000 | 3.000 | 3.000 | $2,023.50 | $0.00 | $6,070.50 | |
0044 | 18" CORR. GALV. STEEL PIPE | 613(D) 0689 | LF | 454.000 | 454.000 | 112.000 | 588.500 | $31.95 | $3,578.40 | $18,802.57 |
0045 | 24" CORR. GALV. STEEL PIPE | 613(D) 0690 | LF | 340.000 | 340.000 | 130.000 | 192.000 | $37.28 | $4,846.40 | $7,157.76 |
0046 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(D) 4529 | LF | 152.000 | 152.000 | 100.000 | $53.25 | $0.00 | $5,325.00 | |
0047 | 57" X 38" CORR. GALV. STEEL PIPE ARCH | 613(D) 4532 | LF | 216.000 | 216.000 | 20.000 | 236.000 | $79.88 | $1,597.60 | $18,851.68 |
0048 | 24" PREFAB. CULVERT END SECTION, ROUND | 613(M) 5730 | EA | 2.000 | 2.000 | 1.000 | 2.000 | $639.00 | $639.00 | $1,278.00 |
0049 | 6" PERFORATED PIPE UNDERDRAIN ROUND | 613(P) 1091 | LF | 500.000 | 500.000 | 1,600.000 | $5.33 | $0.00 | $8,528.00 | |
0050 | 6" NON-PERF.PIPE UNDERDRAIN RND. | 613(Q) 1096 | LF | 300.000 | 300.000 | 0.000 | $5.33 | $0.00 | $0.00 | |
0051 | REMOVAL OF HEADWALL | 619(B) 0291 | EA | 7.000 | 7.000 | 7.000 | $766.80 | $0.00 | $5,367.60 | |
0052 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 63,334.000 | 63,334.000 | 12.130 | 70,865.640 | $1.60 | $19.41 | $113,385.02 |
0053 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 6.000 | 6.000 | 0.000 | $74.55 | $0.00 | $0.00 | |
0054 | MAILBOX | 629(C) 4960 | EA | 6.000 | 6.000 | 0.000 | $26.63 | $0.00 | $0.00 | |
0055 | REMOVAL OF MAILBOX INSTALLATION | 629(D) 4961 | EA | 6.000 | 6.000 | 0.000 | $10.65 | $0.00 | $0.00 | |
8010 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 0.000 | 36,789.000 | 61.800 | 30,161.800 | $4.58 | $283.04 | $138,141.04 |
8050 | (SP)G.E.T. GUARD RAIL END SECTION | 623(H) 8571 | EA | 0.000 | 1.000 | 1.000 | $4,398.43 | $0.00 | $4,398.43 | |
8060 | CONSTRUCTION MISCELLANEOUS | 104 0300 | LF | 0.000 | 910.000 | 0.000 | $2.78 | $0.00 | $0.00 | |
8070 | REMOVAL OF GUARD RAIL | 619(B) 4780 | LF | 0.000 | 910.000 | 910.000 | $4.40 | $0.00 | $4,004.00 | |
8100 | SAWING PAVEMENT | 619(C) 0924 | LF | 0.000 | 0.000 | 0.000 | $0.62 | $0.00 | $0.00 | |
8110 | FENCE-STYLE WWF | 624(A) 4281 | LF | 0.000 | 0.000 | 0.000 | $13.79 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $560,027.02 | $5,849,088.96 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0300/TRAFFIC CONTROL | ||||||||
0056 | RENTED PORTABLE TYPE PRECAST CONCRETE MEDIAN BARRIER | 627(P) 4425 | LF | 1,650.000 | 1,650.000 | 1,200.000 | $18.28 | $0.00 | $21,936.00 | |
0057 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 79,632.000 | 79,632.000 | 59,060.000 | $0.16 | $0.00 | $9,449.60 | |
0058 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 856(G) 8887 | EA | 1,000.000 | 1,000.000 | 0.000 | $1.07 | $0.00 | $0.00 | |
0059 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 79,632.000 | 79,632.000 | 6,986.000 | $0.11 | $0.00 | $768.46 | |
0060 | (PL)CONST.ZONE IMPACT ATTEN. | 871 8705 | SD | 400.000 | 400.000 | 184.000 | $15.98 | $0.00 | $2,940.32 | |
0061 | MODULAR GLARE SCREEN | 878(C) 8487 | SD | 24,800.000 | 24,800.000 | 8,704.000 | $0.21 | $0.00 | $1,827.84 | |
0062 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 400.000 | 400.000 | 474.000 | $5.33 | $0.00 | $2,526.42 | |
0063 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 4,800.000 | 4,800.000 | 29,643.000 | $1.07 | $0.00 | $31,718.01 | |
0064 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 8,000.000 | 8,000.000 | 6,063.058 | $0.80 | $0.00 | $4,850.45 | |
0065 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 8,000.000 | 8,000.000 | 3,704.012 | $1.07 | $0.00 | $3,963.29 | |
0066 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 8,000.000 | 8,000.000 | 6,182.000 | $0.53 | $0.00 | $3,276.46 | |
0067 | WING BARRICADES | 880(C) 8848 | SD | 800.000 | 800.000 | 888.000 | $1.07 | $0.00 | $950.16 | |
0068 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 18,800.000 | 18,800.000 | 22,240.001 | $0.11 | $0.00 | $2,446.40 | |
0069 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 28,000.000 | 28,000.000 | 21,187.000 | $0.11 | $0.00 | $2,330.57 | |
0070 | DRUMS | 880(F) 8878 | SD | 14,000.000 | 14,000.000 | 14,289.000 | $0.21 | $0.00 | $3,000.69 | |
0071 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 35,200.000 | 35,200.000 | 78,503.000 | $0.11 | $0.00 | $8,635.33 | |
0072 | PORT.CHANGEABLE MESSAGE SIGN | 882(B) 8306 | SD | 400.000 | 400.000 | 0.000 | $21.30 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC CONTROL | $0.00 | $100,620.00 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0301/SIGNING & STRIPING | ||||||||
0073 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 472.920 | 472.920 | 449.870 | $14.91 | $0.00 | $6,707.56 | |
0074 | 2 1/4" SQUARE TUBE POST | 851(C) 8327 | LF | 1,042.500 | 1,042.500 | 988.000 | $7.46 | $0.00 | $7,370.48 | |
0075 | (SP)TRAFFIC STRIPE (MULTI-POLYMER)(SYMBOLS, WORDS. ETC.) | 854(C) 8525 | EA | 48.000 | 48.000 | 50.000 | $106.50 | $0.00 | $5,325.00 | |
0076 | (SP)TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 854(C) 8530 | LF | 45,041.000 | 45,041.000 | 46,724.000 | $0.64 | $0.00 | $29,903.36 | |
0077 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,678.000 | 42,678.000 | 0.000 | $0.48 | $0.00 | $0.00 | |
0078 | (PL)REMOVAL OF EXISTING SIGNS | 890(A) 8724 | EA | 69.000 | 69.000 | 69.000 | $26.63 | $0.00 | $1,837.47 | |
Subtotals For Category 0301/SIGNING & STRIPING | $0.00 | $51,143.87 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0600/STAKING | ||||||||
0079 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.950 | $50,000.00 | $0.00 | $47,500.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $47,500.00 | ||||||||
Fed/State Project Number: SAP-021N(029) | Project: 20298(04) | Category: 0640/CONSTRUCTION | ||||||||
0080 | (SP)SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.750 | $3,500.00 | $0.00 | $2,625.00 | |
0081 | FIELD OFFICE | 640 1398 | EA | 1.000 | 1.000 | 1.000 | $7,000.00 | $0.00 | $7,000.00 | |
0082 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $200,000.00 | $0.00 | $200,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $209,625.00 | ||||||||
Subtotals For Project SAP-021N(029) /20298(04) | $560,027.02 | $6,257,977.83 |