Contract ID: | 100515 | Estimate Number: | 0006 | Contract No: | 611357 | |||
Residency: | DUNCAN (07100) | Estimate Type: | Progressive | Account No: | 404700 | |||
Project Number(s): | SSP-116N(187)SS | ||||||||||||
Primary Job Piece No: | 27054(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION (P.C. CONCRETE) I-44: FROM 1.0 MILE SOUTH OF THE SH-7 EAST JUNCTION, EXTEND NORTH. PROJECT LENGTH = 2.547 MILES | ||||||||||||
Primary County: | COMANCHE | ||||||||||||
Name of Road: | I-44 | ||||||||||||
Prime Contractor: | CHESTER BROSS CONSTRUCTION COMPANY/C.B. EQUIPMENT, INC. | ||||||||||||
6739 COUNTY ROAD 423 | |||||||||||||
PALMYRA , KS 63461 | |||||||||||||
Surety Company: | WESTERN SURETY COMPANY | ||||||||||||
Date Let: | 04/14/2011 | NTP Effective Date: | 09/06/2011 | Pay Period: | 11/01/2011 TO 11/30/2011 |
Date Awarded: | 05/02/2011 | Date Work Began: | 07/20/2011 | Original Contract Time: | 180 |
Date Contract Executed: | 05/18/2011 | Date Time Stopped: | Current Time Charged: | 131.00 | |
Date NTP Issued: | 05/31/2011 | Completion Date: | Current Time Allowed: | 180.00 | |
General Liability Expires: | 08/01/2012 | Workman's Comp Expires: | 08/01/2012 | Percent Time Used: | 72.78 % |
Specification Year: | 2009 | Date Approved: | |||
Current Contract Amount: | $4,736,418.47 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $4,736,418.47 | Participating: | $0.00 | $0.00 | $0.00 | ||
Percent Complete: | 45.92 % | Non Participating: | $2,179,094.18 | $1,165,945.25 | $1,013,148.93 | ||
Funds Available: | $2,561,530.20 | Total Earnings: | $2,179,094.18 | $1,165,945.25 | $1,013,148.93 | ||
Unearned Balance: | $2,561,530.20 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
Gross Earnings: | $2,179,094.18 | $1,165,945.25 | $1,013,148.93 | ||||
Other Adjustments: | $-4,205.91 | $-4,259.64 | $53.73 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $2,174,888.27 | $1,161,685.61 | $1,013,202.66 |
Contract ID: | 100515 | Estimate Number: | 0006 | Primary JP: | 27054(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
No change orders have been created for this contract. |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
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 |
27054(04) | 0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0006 | 21.82 | $2.46 | $53.73 |
27054(04) | 0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | * Material Discrepancy Adjustments | 0005 | 184.40 | $-23.10 | $-4,259.64 | Subtotals For Line Item Adjustments | $-4,205.91 | * = User applied Line Item Adjustments |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Description | Time Allowed | Time Used | Rate | Total | ||||
01 | Internal Milestone | 150.00 | 0.00 | $1,000.00 | $0.00 |
Contract ID: | 100515 | Estimate Number: | 0006 | Primary JP: | 27054(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: SSP-116N(187)SS | Project: 27054(04) | Category: 0100/ROADWAY | ||||||||
0001 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,500.000 | 1,500.000 | 0.000 | $12.95 | $0.00 | $0.00 | |
0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
0003 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 11.000 | 11.000 | 10.000 | 10.000 | $183.75 | $1,837.50 | $1,837.50 |
0004 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 1,000.000 | 1,000.000 | 0.000 | $6.85 | $0.00 | $0.00 | |
0005 | SOLID SLAB SODDING | 230(A) 2806 | SY | 20,338.000 | 20,338.000 | 0.000 | $1.35 | $0.00 | $0.00 | |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 40,599.000 | 40,599.000 | 10,671.130 | 10,671.130 | $1.20 | $12,805.36 | $12,805.36 |
0007 | PRIME COAT | 408 5774 | GAL | 96.000 | 96.000 | 0.000 | $4.20 | $0.00 | $0.00 | |
0008 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 1,347.000 | 1,347.000 | 21.820 | 21.820 | $102.00 | $2,225.64 | $2,225.64 |
0009 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 77.000 | 77.000 | 0.000 | 0.000 | $122.00 | $0.00 | $0.00 |
0010 | COLD MILLING PAVEMENT | 412 5267 | SY | 29,920.000 | 29,920.000 | 0.000 | $1.65 | $0.00 | $0.00 | |
0011 | RUMBLE STRIP-METHOD PCC-CON | 413(C) 4868 | LF | 53,017.000 | 53,017.000 | 0.000 | $0.44 | $0.00 | $0.00 | |
0012 | P.C.CONCRETE PAVEMENT(PLACEMENT) | 414(A) 0210 | SY | 40,599.000 | 40,599.000 | 13,622.130 | 13,622.130 | $5.50 | $74,921.72 | $74,921.72 |
0013 | FULL DEPTH P.C. CONCRETE PATCHING(PLACEMENT ONLY) | 414(E) 0225 | SY | 8,498.000 | 8,498.000 | 503.000 | 4,770.650 | $50.00 | $25,150.00 | $238,532.50 |
0014 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 9,444.000 | 9,444.000 | 3,220.060 | 4,200.120 | $107.00 | $344,546.42 | $449,412.84 |
0015 | CONCRETE JOINT SEALING | 415 6300 | LF | 78,662.000 | 78,662.000 | 50,102.920 | 50,102.920 | $1.30 | $65,133.80 | $65,133.80 |
0016 | DOWEL BAR RETROFIT | 416 0100 | EA | 23,889.000 | 23,889.000 | 19,260.000 | $26.50 | $0.00 | $510,390.00 | |
0017 | DIAMOND GRINDING CONCRETE PAVEMENT | 425 5195 | SY | 80,174.000 | 80,174.000 | 35,470.540 | 35,470.540 | $2.15 | $76,261.66 | $76,261.66 |
0018 | CLASS AA CONCRETE | 509(A) 0319 | CY | 92.000 | 92.000 | 0.000 | 99.940 | $525.00 | $0.00 | $52,468.50 |
0019 | EPOXY COATED REINFORCING STEEL | 511(B) 4269 | LB | 13,020.000 | 13,020.000 | 13,028.000 | $1.45 | $0.00 | $18,890.60 | |
0020 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 8,018.000 | 8,018.000 | 4,628.980 | 4,628.980 | $49.50 | $229,134.51 | $229,134.51 |
0021 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 11,680.000 | 11,680.000 | 11,953.790 | 11,953.790 | $3.80 | $45,424.40 | $45,424.40 |
0022 | REMOVAL OF GUARDRAIL | 619(B) 4780 | LF | 528.000 | 528.000 | 55.000 | 456.000 | $3.15 | $173.25 | $1,436.40 |
0023 | SAWING PAVEMENT | 619(C) 0924 | LF | 5,013.000 | 5,013.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
0024 | (PL)GUARDRAIL CURBING | 623 0100 | EA | 2.000 | 2.000 | 0.000 | $691.00 | $0.00 | $0.00 | |
0025 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 500.000 | 500.000 | 55.000 | 55.000 | $19.75 | $1,086.25 | $1,086.25 |
0026 | GUARDRAIL END TREATMENT (GET) | 623(G) 8571 | EA | 2.000 | 2.000 | 0.000 | $2,310.00 | $0.00 | $0.00 | |
0027 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 0.000 | $1,470.00 | $0.00 | $0.00 | |
0028 | REMOVAL OF CLASS C PAVEMENT MARKERS | 805(A) 8702 | EA | 300.000 | 300.000 | 330.000 | $15.65 | $0.00 | $5,164.50 | |
0029 | DELINEATORS(TYPE 1, CODE 1) | 853 9024 | EA | 14.000 | 14.000 | 0.000 | $8.40 | $0.00 | $0.00 | |
Subtotals For Category 0100/ROADWAY | $878,700.51 | $1,785,126.18 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0200/BRIDGE 'A' | ||||||||
0030 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 15.000 | 14.650 | 14.650 | $262.50 | $3,845.63 | $3,845.63 |
0031 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 900.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
0032 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.800 | 91.800 | 37.580 | 37.580 | $682.50 | $25,648.35 | $25,648.35 |
0033 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 10.000 | 0.000 | $918.75 | $0.00 | $0.00 | |
0034 | REINFORCING STEEL | 511(A) 1332 | LB | 12,900.000 | 12,900.000 | 4,455.750 | 4,455.750 | $1.05 | $4,678.54 | $4,678.54 |
0035 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,300.000 | 1,058.960 | 1,058.960 | $1.45 | $1,535.49 | $1,535.49 |
0036 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 20.000 | 0.000 | $94.50 | $0.00 | $0.00 | |
0037 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | 0.500 | $15,855.00 | $7,927.50 | $7,927.50 |
0038 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 1.000 | 1.000 | $1,470.00 | $1,470.00 | $1,470.00 |
Subtotals For Category 0200/BRIDGE 'A' | $45,105.51 | $45,105.51 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0201/BRIDGE 'B' | ||||||||
0039 | CLSM BACKFILL | 501(G) 6309 | CY | 15.000 | 15.000 | 26.300 | 26.300 | $262.50 | $6,903.75 | $6,903.75 |
0040 | MULTIPLE LAYER POLYMER CONCRETE OVERLAY | 505(C) 6075 | SY | 900.000 | 900.000 | 0.000 | $42.00 | $0.00 | $0.00 | |
0041 | CLASS AA CONCRETE | 509(A) 1326 | CY | 91.700 | 91.700 | 37.490 | 37.490 | $682.50 | $25,586.93 | $25,586.93 |
0042 | CLASS C CONCRETE | 509(D) 1331 | CY | 10.000 | 10.000 | 0.000 | $919.00 | $0.00 | $0.00 | |
0043 | REINFORCING STEEL | 511(A) 1332 | LB | 12,880.000 | 12,880.000 | 4,457.550 | 4,457.550 | $1.05 | $4,680.43 | $4,680.43 |
0044 | EPOXY COATED REINFORCING STEEL | 511(B) 6010 | LB | 5,300.000 | 5,300.000 | 1,054.690 | 1,054.690 | $1.45 | $1,529.30 | $1,529.30 |
0045 | CLASS B BRIDGE DECK REPAIR | 513(B) 6019 | SY | 20.000 | 20.000 | 0.000 | $94.50 | $0.00 | $0.00 | |
0046 | REMOVAL OF BRIDGE ITEMS | 619(B) 2500 | LSUM | 1.000 | 1.000 | 0.500 | 0.500 | $15,855.00 | $7,927.50 | $7,927.50 |
0047 | GUARDRAIL BRIDGE CONNECTION-TYPE A | 623(I) 8675 | EA | 2.000 | 2.000 | 1.000 | 1.000 | $1,470.00 | $1,470.00 | $1,470.00 |
Subtotals For Category 0201/BRIDGE 'B' | $48,097.91 | $48,097.91 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0300/TRAFFIC SIGNING | ||||||||
0048 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 1,197.780 | 1,197.780 | 0.000 | $12.60 | $0.00 | $0.00 | |
0049 | EXTRUDED ALUMINUM PANEL SIGNS | 850(B) 8112 | SF | 2,225.500 | 2,225.500 | 0.000 | $21.00 | $0.00 | $0.00 | |
0050 | 4"@13 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3206 | LF | 105.000 | 105.000 | 0.000 | $16.80 | $0.00 | $0.00 | |
0051 | 6"@15 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3207 | LF | 539.800 | 539.800 | 0.000 | $20.00 | $0.00 | $0.00 | |
0052 | 6"@20 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3208 | LF | 176.850 | 176.850 | 0.000 | $25.20 | $0.00 | $0.00 | |
0053 | 8"@31 GALV.STEEL WIDE FLANGE BEAM POST | 851(A) 3210 | LF | 60.050 | 60.050 | 0.000 | $37.80 | $0.00 | $0.00 | |
0054 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 336.000 | 336.000 | 0.000 | $12.60 | $0.00 | $0.00 | |
0055 | 3"@7.58 GALV.STEEL PIPE POST | 851(B) 3218 | LF | 261.000 | 261.000 | 0.000 | $17.85 | $0.00 | $0.00 | |
0056 | 4"@10.79 GALV.STEEL PIPE POST | 851(B) 3220 | LF | 160.000 | 160.000 | 0.000 | $18.90 | $0.00 | $0.00 | |
0057 | 2" SQUARE TUBE POST | 851(C) 8324 | LF | 908.000 | 908.000 | 0.000 | $7.35 | $0.00 | $0.00 | |
0058 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 55,320.000 | 55,320.000 | 0.000 | $0.57 | $0.00 | $0.00 | |
0059 | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | 856(A) 8535 | LF | 17,160.000 | 17,160.000 | 0.000 | $0.74 | $0.00 | $0.00 | |
0060 | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | 856(A) 8540 | LF | 3,200.000 | 3,200.000 | 0.000 | $0.95 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC SIGNING | $0.00 | $0.00 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0301/TRAFFIC CONTROL | ||||||||
0061 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-1 | 857(E) 8887 | EA | 15,000.000 | 15,000.000 | 0.000 | $0.42 | $0.00 | $0.00 | |
0062 | (PL)TRUCK MOUNTED ATTENUATOR | 876(A) 8482 | SD | 180.000 | 180.000 | 90.000 | 189.000 | $52.50 | $4,725.00 | $9,922.50 |
0063 | DELIVER PORTABLE LONGITUDINAL BARRIER | 877(B) 8484 | LF | 825.000 | 825.000 | 922.000 | $23.10 | $0.00 | $21,298.20 | |
0064 | RELOCATION OF PORTABLE LONGITUDINAL BARRIER | 877(C) 8486 | LF | 825.000 | 825.000 | 864.000 | 864.000 | $6.30 | $5,443.20 | $5,443.20 |
0065 | ARROW DISPLAY(TYPE C) | 880(A) 8812 | SD | 360.000 | 360.000 | 66.000 | 167.000 | $2.10 | $138.60 | $350.70 |
0066 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 3,600.000 | 3,600.000 | 270.000 | 1,012.000 | $1.05 | $283.50 | $1,062.60 |
0067 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 2,160.000 | 2,160.000 | 570.000 | 1,286.000 | $2.10 | $1,197.00 | $2,700.60 |
0068 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,600.000 | 3,600.000 | 840.000 | 2,136.000 | $2.30 | $1,932.00 | $4,912.80 |
0069 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 2,880.000 | 2,880.000 | 330.000 | 797.000 | $0.05 | $16.50 | $39.85 |
0070 | WING BARRICADES | 880(C) 8848 | SD | 720.000 | 720.000 | 120.000 | 520.000 | $0.05 | $6.00 | $26.00 |
0071 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 9,360.000 | 9,360.000 | 1,020.000 | 2,296.000 | $0.05 | $51.00 | $114.80 |
0072 | DRUMS | 880(F) 8878 | SD | 5,400.000 | 5,400.000 | 1,320.000 | 3,419.000 | $0.32 | $422.40 | $1,094.08 |
0073 | CHANNELIZER CONES | 880(G) 8890 | SD | 21,600.000 | 21,600.000 | 11,400.000 | 27,840.000 | $0.32 | $3,648.00 | $8,908.80 |
0074 | TRAFFIC SURVEILLANCE, POLICE | 880(L) 8911 | HOUR | 500.000 | 500.000 | 406.200 | $59.50 | $0.00 | $24,168.90 | |
0075 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 360.000 | 360.000 | 60.000 | 173.000 | $15.75 | $945.00 | $2,724.75 |
Subtotals For Category 0301/TRAFFIC CONTROL | $18,808.20 | $82,767.78 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0304/CABLE BARRIER | ||||||||
0076 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,430.000 | 1,430.000 | 0.000 | $14.30 | $0.00 | $0.00 | |
0077 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 1,310.000 | 1,310.000 | 0.000 | $11.00 | $0.00 | $0.00 | |
0078 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 2,702.000 | 2,702.000 | 0.000 | $77.00 | $0.00 | $0.00 | |
0079 | CLASS AA CONCRETE | 509(A) 0319 | CY | 157.000 | 157.000 | 0.000 | $157.50 | $0.00 | $0.00 | |
0080 | CLASS C CONCRETE | 509(D) 0325 | CY | 147.000 | 147.000 | 0.000 | $290.00 | $0.00 | $0.00 | |
0081 | INLET ADJUST TO GRADE | 612(C) 0645 | EA | 9.000 | 9.000 | 0.000 | $1,750.00 | $0.00 | $0.00 | |
0082 | REMOVAL OF CONCRETE DITCH LINER | 619(B) 5881 | LF | 3,994.000 | 3,994.000 | 4,744.000 | 4,744.000 | $4.70 | $22,296.80 | $22,296.80 |
0083 | HIGH-TENSION CABLE BARRIER(TL-4) | 628(B) 5125 | LF | 13,683.000 | 13,683.000 | 0.000 | $10.60 | $0.00 | $0.00 | |
0084 | END ANCHORS | 628(C) 5110 | EA | 10.000 | 10.000 | 0.000 | $4,200.00 | $0.00 | $0.00 | |
0085 | CABLE BARRIER TENSION METER | 628(E) 5175 | EA | 1.000 | 1.000 | 0.000 | $3,150.00 | $0.00 | $0.00 | |
Subtotals For Category 0304/CABLE BARRIER | $22,296.80 | $22,296.80 | ||||||||
Fed/State Project Number: SSP-116N(187)SS | Project: 27054(04) | Category: 0640/CONSTRUCTION | ||||||||
0086 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.050 | 0.250 | $2,800.00 | $140.00 | $700.00 |
0087 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $195,000.00 | $0.00 | $195,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $140.00 | $195,700.00 | ||||||||
Subtotals For Project SSP-116N(187)SS /27054(04) | $1,013,148.93 | $2,179,094.18 |