Contract ID: | 090603 | Estimate Number: | 0015 | Contract No: | 510440 | |||
Residency: | ENGINEERING SERVICES & TESTING (08001) | Estimate Type: | Progressive | Account No: | 400800 | |||
Project Number(s): | STP-STIM(289)IG | ||||||||||||
Primary Job Piece No: | 26708(04) | ||||||||||||
Contract Description: | PAVEMENT REHABILITATION AND DRAINAGE CITY STREETS: ON 41ST STREET, FROM I-44, EXTEND EAST. ON YALE AVE, FROM 31ST STREET, EXTEND SOUTH. PROJECT LENGTH = 0.727 MILES | ||||||||||||
Primary County: | TULSA | ||||||||||||
Name of Road: | CITY STREETS | ||||||||||||
Prime Contractor: | PARAGON CONTRACTORS, LLC | ||||||||||||
11 E. 5TH ST., SUITE 500 | |||||||||||||
TULSA , OK 74103 | |||||||||||||
Surety Company: | THE GUARANTEE COMPANY OF NORTH AMERICA USA | ||||||||||||
Date Let: | 09/17/2009 | NTP Effective Date: | 01/11/2010 | Pay Period: | 08/01/2010 TO 08/15/2010 |
Date Awarded: | 10/05/2009 | Date Work Began: | 01/11/2010 | Original Contract Time: | 240 |
Date Contract Executed: | 10/14/2009 | Date Time Stopped: | Current Time Charged: | 217.00 | |
Date NTP Issued: | 10/28/2009 | Completion Date: | Current Time Allowed: | 280.00 | |
General Liability Expires: | 03/22/2011 | Workman's Comp Expires: | 03/22/2011 | Percent Time Used: | 77.50 % |
Specification Year: | 1999 | Date Approved: | |||
Current Contract Amount: | $2,370,016.60 | Total to Date | Prev to Date | This Estimate | |||
Bid Amount: | $2,342,846.60 | Participating: | $1,285,727.02 | $1,093,495.28 | $192,231.74 | ||
Percent Complete: | 77.86 % | Non Participating: | $544,273.74 | $537,559.74 | $6,714.00 | ||
Funds Available: | $524,678.22 | Non ARRA: | $0.00 | $0.00 | $0.00 | ||
Unearned Balance: | $497,508.22 | Total Earnings: | $1,830,000.76 | $1,631,055.02 | $198,945.74 | ||
Stockpiled Materials: | $22,039.00 | $22,039.00 | $0.00 | ||||
Gross Earnings: | $1,852,039.76 | $1,653,094.02 | $198,945.74 | ||||
Other Adjustments: | $-6,701.38 | $-6,701.38 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $1,845,338.38 | $1,646,392.64 | $198,945.74 |
Contract ID: | 090603 | Estimate Number: | 0015 | Primary JP: | 26708(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Traffic Signal Equipment | Approved | 04/28/2010 | 0.0 | $27,170.00 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
26708(04) | 0062 | Video Detection System and Cable | Stockpiled Material Initial Payment | 0007 | $22,039.00 |
26708(04) | 0062 | Video Detection System and Cable | Stockpiled Material Adjustment | 0015 | $-22,039.00 |
26708(04) | 8010 | Video Detection System | Stockpiled Material Initial Payment | 0015 | $22,039.00 | Subtotals For Stockpile Payments | $22,039.00 |
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 |
26708(04) | 0039 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0010 | -7,588.00 | $0.75 | $-5,691.00 |
26708(04) | 0039 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | * Material Discrepancy Adjustments | 0012 | 7,588.00 | $0.75 | $5,691.00 |
26708(04) | 0054 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | * ROADWAY DENSITY | 0010 | 0.00 | $0.00 | $-6,701.38 |
26708(04) | 0070 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0010 | -548.89 | $0.90 | $-494.00 |
26708(04) | 0070 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | * Material Discrepancy Adjustments | 0013 | 548.89 | $0.90 | $494.00 |
26708(04) | 0078 | 6" PLUG | * Material Discrepancy Adjustments | 0010 | -9.00 | $140.00 | $-1,260.00 |
26708(04) | 0078 | 6" PLUG | * Material Discrepancy Adjustments | 0011 | 9.00 | $140.00 | $1,260.00 |
26708(04) | 0094 | 2" SOLID SLEEVE | * Material Discrepancy Adjustments | 0010 | -3.00 | $145.00 | $-435.00 |
26708(04) | 0094 | 2" SOLID SLEEVE | * Material Discrepancy Adjustments | 0011 | 3.00 | $145.00 | $435.00 |
26708(04) | 0095 | 6" SOLID SLEEVE | * Material Discrepancy Adjustments | 0010 | -4.00 | $160.00 | $-640.00 |
26708(04) | 0095 | 6" SOLID SLEEVE | * Material Discrepancy Adjustments | 0011 | 4.00 | $160.00 | $640.00 |
26708(04) | 0096 | 8" SOLID SLEEVE | * Material Discrepancy Adjustments | 0010 | -5.00 | $250.00 | $-1,250.00 |
26708(04) | 0096 | 8" SOLID SLEEVE | * Material Discrepancy Adjustments | 0011 | 5.00 | $250.00 | $1,250.00 |
26708(04) | 0097 | 10" SOLID SLEEVE | * Material Discrepancy Adjustments | 0010 | -3.00 | $425.00 | $-1,275.00 |
26708(04) | 0097 | 10" SOLID SLEEVE | * Material Discrepancy Adjustments | 0011 | 3.00 | $425.00 | $1,275.00 |
26708(04) | 0098 | 6" X 6" X 6" TEE | * Material Discrepancy Adjustments | 0010 | -3.00 | $250.00 | $-750.00 |
26708(04) | 0098 | 6" X 6" X 6" TEE | * Material Discrepancy Adjustments | 0011 | 3.00 | $250.00 | $750.00 |
26708(04) | 0099 | 8" X 8" X 6" TEE | * Material Discrepancy Adjustments | 0010 | -3.00 | $330.00 | $-990.00 |
26708(04) | 0099 | 8" X 8" X 6" TEE | * Material Discrepancy Adjustments | 0011 | 3.00 | $330.00 | $990.00 |
26708(04) | 0100 | 8" X 8" X 8" TEE | * Material Discrepancy Adjustments | 0010 | -1.00 | $360.00 | $-360.00 |
26708(04) | 0100 | 8" X 8" X 8" TEE | * Material Discrepancy Adjustments | 0011 | 1.00 | $360.00 | $360.00 |
26708(04) | 0101 | 12" X 12" X 6" TEE | * Material Discrepancy Adjustments | 0010 | -8.00 | $510.00 | $-4,080.00 |
26708(04) | 0101 | 12" X 12" X 6" TEE | * Material Discrepancy Adjustments | 0011 | 8.00 | $510.00 | $4,080.00 |
26708(04) | 0102 | 12" X 12" X 12" TEE | * Material Discrepancy Adjustments | 0010 | -1.00 | $750.00 | $-750.00 |
26708(04) | 0102 | 12" X 12" X 12" TEE | * Material Discrepancy Adjustments | 0011 | 1.00 | $750.00 | $750.00 |
26708(04) | 0103 | 6" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -3.00 | $150.00 | $-450.00 |
26708(04) | 0103 | 6" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 3.00 | $150.00 | $450.00 |
26708(04) | 0104 | 6" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -14.00 | $155.00 | $-2,170.00 |
26708(04) | 0104 | 6" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 14.00 | $155.00 | $2,170.00 |
26708(04) | 0105 | 8" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -16.00 | $225.00 | $-3,600.00 |
26708(04) | 0105 | 8" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 16.00 | $225.00 | $3,600.00 |
26708(04) | 0106 | 12" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -5.00 | $450.00 | $-2,250.00 |
26708(04) | 0106 | 12" 45 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 5.00 | $450.00 | $2,250.00 |
26708(04) | 0107 | 12" 22 1/2 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -6.00 | $450.00 | $-2,700.00 |
26708(04) | 0107 | 12" 22 1/2 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 6.00 | $450.00 | $2,700.00 |
26708(04) | 0108 | 8" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -4.00 | $525.00 | $-2,100.00 |
26708(04) | 0108 | 8" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 4.00 | $525.00 | $2,100.00 |
26708(04) | 0109 | 12" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0010 | -7.00 | $390.00 | $-2,730.00 |
26708(04) | 0109 | 12" 11 1/4 DEGREE FITTING | * Material Discrepancy Adjustments | 0011 | 7.00 | $390.00 | $2,730.00 |
26708(04) | 0110 | 6" X 4" REDUCER | * Material Discrepancy Adjustments | 0010 | -1.00 | $150.00 | $-150.00 |
26708(04) | 0110 | 6" X 4" REDUCER | * Material Discrepancy Adjustments | 0011 | 1.00 | $150.00 | $150.00 | Subtotals For Line Item Adjustments | $-6,701.38 | * = 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: | 090603 | Estimate Number: | 0015 | Primary JP: | 26708(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: STP-STIM(289)IG | Project: 26708(04) | Category: 0100/PAVING & DRAINAGE BASE BID | ||||||||
0001 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 0.500 | $13,000.00 | $0.00 | $6,500.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,485.000 | 1,485.000 | 107.950 | 880.870 | $12.50 | $1,349.38 | $11,010.89 |
0003 | TEMPORARY BALE BARRIER | 222 2801 | LF | 300.000 | 300.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 743.000 | 743.000 | 0.000 | 1,902.370 | $5.00 | $0.00 | $9,511.85 |
0005 | AGGREGATE BASE | 303 0192 | CY | 4,047.000 | 4,047.000 | 107.950 | 2,375.830 | $44.00 | $4,749.80 | $104,536.52 |
0006 | SUBGRADE, METHOD B | 310(B) 0149 | SY | 10,921.000 | 10,921.000 | 297.720 | 6,649.970 | $1.50 | $446.58 | $9,974.97 |
0007 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 1,269.000 | 1,269.000 | 0.000 | $60.35 | $0.00 | $0.00 | |
0008 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 2,762.000 | 2,762.000 | 427.090 | $73.90 | $0.00 | $31,561.96 | |
0009 | (SP)ASPHALT CONCRETE TYPE S5(PG 64-22 OK) | 411(S5) 5975 | TON | 1,151.000 | 1,151.000 | 583.200 | $65.10 | $0.00 | $37,966.33 | |
0010 | (SP)FULL DEPTH P.C.C. PATCH(PLACEMENT) | 414(N) 5800 | SY | 5,638.000 | 5,638.000 | 885.590 | 3,917.740 | $73.00 | $64,648.07 | $285,995.02 |
0011 | (SP)P.C. CONCRETE FOR PAVEMENT | 414(P) 6000 | CY | 873.000 | 873.000 | 196.680 | 868.510 | $120.00 | $23,601.60 | $104,221.20 |
0012 | COLD MILLING PAVEMENT | 417 5267 | SY | 24,021.000 | 24,021.000 | 8,309.250 | 24,020.210 | $2.45 | $20,357.66 | $58,849.53 |
0013 | FABRIC REINFORCEMENT | 420(A) 4242 | SY | 24,021.000 | 24,021.000 | 0.000 | $1.90 | $0.00 | $0.01 | |
0014 | CONCRETE CURB (6" BARRIER-INTEGRAL) | 609(A) 0300 | LF | 3,580.000 | 3,580.000 | 363.160 | 2,754.390 | $6.00 | $2,178.96 | $16,526.34 |
0015 | 1'-8" COMB. CURB & GUTTER (6" MNTBLE) | 609(B) 1501 | LF | 424.000 | 424.000 | 0.000 | 489.260 | $20.00 | $0.00 | $9,785.20 |
0016 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 660.000 | 660.000 | 110.580 | 534.780 | $39.60 | $4,378.97 | $21,177.29 |
0017 | (PL)4" DECORATIVE CONCRETE SIDEWALK | 610(A) 0650 | SY | 147.000 | 147.000 | 4.080 | 89.490 | $95.00 | $387.60 | $8,501.55 |
0018 | 6" CONCRETE DRIVEWAY (H.E.S.) | 610(B) 0399 | SY | 1,637.000 | 1,637.000 | 255.660 | 2,062.250 | $47.00 | $12,016.02 | $96,925.75 |
0019 | 6" CONCRETE DIVIDING STRIP | 610(C) 0609 | SY | 329.000 | 329.000 | 260.530 | $40.00 | $0.00 | $10,421.20 | |
0020 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 1.000 | 1.000 | 1.000 | $1,950.00 | $0.00 | $1,950.00 | |
0021 | MANHOLE FRAME & COVER | 611(D) 4215 | EA | 10.000 | 10.000 | 3.000 | $400.00 | $0.00 | $1,200.00 | |
0022 | INLET CICI DES. 2 (STD) | 611(E) 5112 | EA | 4.000 | 4.000 | 1.000 | $2,400.00 | $0.00 | $2,400.00 | |
0023 | INLET CICI DES. 2 (ADD'L DEPTH) | 611(F) 5325 | VF | 1.000 | 1.000 | 0.000 | $190.00 | $0.00 | $0.00 | |
0024 | INLET FRM&GRT (SSIF-FRM,CIG-GRT-VG-F) | 611(G) 4488 | EA | 2.000 | 2.000 | 2.000 | $343.00 | $0.00 | $686.00 | |
0025 | CAST IRON CURB INLETS | 611(K) 4488 | EA | 12.000 | 12.000 | 10.000 | $292.00 | $0.00 | $2,920.00 | |
0026 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 9.000 | 9.000 | 2.000 | $700.00 | $0.00 | $1,400.00 | |
0027 | INLETS ADJUST TO GRADE | 612(E) 0645 | EA | 7.000 | 7.000 | 3.000 | $1,500.00 | $0.00 | $4,500.00 | |
0028 | VALVE BOXES ADJUST TO GRADE | 612(G) 0647 | EA | 2.000 | 2.000 | 0.000 | $666.00 | $0.00 | $0.00 | |
0029 | 15" R.C.PIPE CLASS III | 613(B) 0403 | LF | 2.000 | 2.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0030 | 24" R.C.PIPE CLASS III | 613(B) 0492 | LF | 5.000 | 5.000 | 0.000 | $100.00 | $0.00 | $0.00 | |
0031 | REMOVAL OF CONCRETE PAVEMENT | 619(B) 4727 | SY | 6,067.000 | 6,067.000 | 273.160 | 8,570.910 | $7.75 | $2,116.99 | $66,424.58 |
0032 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 117.000 | 117.000 | 73.570 | $6.00 | $0.00 | $441.42 | |
0033 | REMOVAL OF DRAINAGE INLETS | 619(B) 4741 | EA | 4.000 | 4.000 | 2.000 | $515.00 | $0.00 | $1,030.00 | |
0034 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 1,637.000 | 1,637.000 | 151.420 | 1,764.290 | $10.50 | $1,589.91 | $18,525.06 |
0035 | REMOVAL OF CURB | 619(B) 4791 | LF | 3,333.000 | 3,333.000 | 60.420 | 3,224.340 | $3.00 | $181.26 | $9,673.02 |
0036 | REMOVAL OF SIDEWALK | 619(B) 4792 | SY | 404.000 | 404.000 | 281.170 | $10.00 | $0.00 | $2,811.70 | |
0037 | REMOVAL OF 6" CONCRETE DIVIDING STRIP | 619(B) 6132 | SY | 339.000 | 339.000 | 299.520 | $5.00 | $0.00 | $1,497.60 | |
0038 | EDGE DRAIN CONDUIT-PERFORATED | 653(A) 5915 | LF | 2,020.000 | 2,020.000 | 244.670 | 1,838.670 | $12.00 | $2,936.04 | $22,064.04 |
0039 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 12,101.000 | 12,101.000 | 7,588.000 | $0.75 | $0.00 | $5,691.00 | |
0040 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 20.000 | 20.000 | 8.000 | $72.00 | $0.00 | $576.00 | |
0041 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 856(A) 8839 | LF | 2,000.000 | 2,000.000 | 19,884.000 | $0.30 | $0.00 | $5,965.20 | |
0042 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 859(A) 8006 | LF | 2,000.000 | 2,000.000 | 1,264.000 | $0.30 | $0.00 | $379.20 | |
0043 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 1,500.000 | 1,500.000 | 930.000 | 7,149.000 | $2.25 | $2,092.50 | $16,085.25 |
0044 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 3,000.000 | 3,000.000 | 1,271.000 | 9,145.000 | $0.60 | $762.60 | $5,487.00 |
0045 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 3,000.000 | 3,000.000 | 1,116.000 | 8,887.000 | $1.70 | $1,897.20 | $15,107.90 |
0046 | BARRICADES(TYPE III) | 880(C) 8842 | SD | 3,000.000 | 3,000.000 | 1,643.000 | 10,798.000 | $0.55 | $903.65 | $5,938.90 |
0047 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 9,000.000 | 9,000.000 | 2,387.000 | 19,643.000 | $0.05 | $119.35 | $982.15 |
0048 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 10,000.000 | 10,000.000 | 899.000 | 8,245.000 | $0.05 | $44.95 | $412.25 |
0049 | DRUMS | 880(F) 8878 | SD | 10,000.000 | 10,000.000 | 899.000 | 9,010.000 | $0.10 | $89.90 | $901.00 |
0050 | TUBE CHANNELIZERS | 880(G) 8884 | SD | 10,000.000 | 10,000.000 | 7,130.000 | 46,226.000 | $0.30 | $2,139.00 | $13,867.80 |
0051 | (PL)REMOVE & RESET EXISTING SIGNS | 890A/B 8756 | EA | 1.000 | 1.000 | 0.000 | $300.00 | $0.00 | $0.00 | |
Subtotals For Category 0100/PAVING & DRAINAGE BASE BID | $148,987.99 | $1,032,382.68 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0101/41ST ADD ALTERNATE 'A' (ASPHALT) | ||||||||
0052 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,580.000 | 1,580.000 | 0.000 | 1,550.030 | $15.00 | $0.00 | $23,250.45 |
0053 | (SP)ASPHALT CONCRETE TYPE S3(PATCHING)(PG 64-22 OK) | 411(S3) 6210 | TON | 1,513.000 | 1,513.000 | 1,427.420 | $63.00 | $0.00 | $89,927.46 | |
0054 | (SP)ASPHALT CONCRETE TYPE S4(PG 70-28 OK) | 411(S4) 5955 | TON | 897.000 | 897.000 | 553.290 | $77.50 | $0.00 | $42,879.98 | |
0055 | 2'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1526 | LF | 839.000 | 839.000 | 891.160 | $20.00 | $0.00 | $17,823.20 | |
Subtotals For Category 0101/41ST ADD ALTERNATE 'A' (ASPHALT) | $0.00 | $173,881.09 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0300/TRAFFIC SIGNALS | ||||||||
0056 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 300.000 | 100.000 | 0.000 | $12.65 | $0.00 | $0.00 | |
0057 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 100.000 | 100.000 | 505.000 | 505.000 | $13.75 | $6,943.75 | $6,943.75 |
0058 | (PL)HDPE CONDUIT BORED | 802(B) 8550 | LF | 400.000 | 200.000 | 0.000 | $33.00 | $0.00 | $0.00 | |
0059 | PULL BOX(SIZE I) | 803 8065 | EA | 4.000 | 4.000 | 1.000 | $700.00 | $0.00 | $700.00 | |
0060 | PULL BOX(SIZE II) | 803 8066 | EA | 2.000 | 2.000 | 0.000 | $836.00 | $0.00 | $0.00 | |
0061 | PULL BOX(SIZE III) | 803 8067 | EA | 2.000 | 2.000 | 0.000 | $1,012.00 | $0.00 | $0.00 | |
0062 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 1.000 | 1.000 | 1.000 | 1.000 | $36,300.00 | $36,300.00 | $36,300.00 |
0063 | 5/C TRAF.SIG.ELECT.CABLE | 834(A) 8207 | LF | 500.000 | 500.000 | 0.000 | $1.45 | $0.00 | $0.00 | |
0064 | 7/C TRAF.SIG.ELECT.CABLE | 834(A) 8208 | LF | 500.000 | 500.000 | 0.000 | $1.85 | $0.00 | $0.00 | |
0065 | 9/C TRAF.SIG.EL.CABLE | 834(A) 8209 | LF | 500.000 | 500.000 | 0.000 | $2.20 | $0.00 | $0.00 | |
0066 | 12/C TRAF.SIG.ELECT.CABLE | 834(A) 8210 | LF | 500.000 | 500.000 | 0.000 | $2.65 | $0.00 | $0.00 | |
0067 | 15/C TRAF.SIG.EL.CABLE | 834(A) 8211 | LF | 500.000 | 500.000 | 0.000 | $3.30 | $0.00 | $0.00 | |
0068 | 18/C TRAF.SIG.EL.CABLE | 834(A) 8212 | LF | 500.000 | 500.000 | 0.000 | $3.65 | $0.00 | $0.00 | |
0069 | 21/C TRAF.SIG.EL.CABLE | 834(A) 8213 | LF | 500.000 | 500.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
0070 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 500.000 | 500.000 | 548.890 | $0.90 | $0.00 | $494.00 | |
0071 | (PL)REMOVAL OF TRAFFIC SIGNAL EQUIPMENT | 890(A) 8726 | LSUM | 1.000 | 1.000 | 0.000 | $3,630.00 | $0.00 | $0.00 | |
Subtotals For Category 0300/TRAFFIC SIGNALS | $43,243.75 | $44,437.75 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0600/STAKING | ||||||||
0072 | STAKING | 642 0098 | LSUM | 1.000 | 1.000 | 0.750 | $11,500.00 | $0.00 | $8,625.00 | |
Subtotals For Category 0600/STAKING | $0.00 | $8,625.00 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0640/CONSTRUCTION | ||||||||
0073 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $26,400.50 | $0.00 | $26,400.50 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $26,400.50 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0900/NON-PARTICIPATING (CITY) WATERLINE | ||||||||
0074 | CLEARING AND GRUBBING | 201 0102 | LSUM | 1.000 | 1.000 | 1.000 | $5,000.00 | $0.00 | $5,000.00 | |
0075 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 1,957.000 | 1,957.000 | 0.000 | 3,613.740 | $8.50 | $0.00 | $30,716.83 |
0076 | SOLID SLAB SODDING | 230(A) 2806 | SY | 359.000 | 359.000 | 0.000 | $5.50 | $0.00 | $0.00 | |
0077 | AGGREGATE BASE | 303 0192 | CY | 1,957.000 | 1,957.000 | 0.000 | 2,924.710 | $46.00 | $0.00 | $134,536.66 |
0078 | 6" PLUG | 616 0108 | EA | 1.000 | 1.000 | 9.000 | $140.00 | $0.00 | $1,260.00 | |
0079 | 8" PLUG | 616 0110 | EA | 1.000 | 1.000 | 2.000 | $150.00 | $0.00 | $300.00 | |
0080 | 6" WATER LINE CONNECTION | 616 0132 | EA | 1.000 | 1.000 | 2.000 | $581.00 | $0.00 | $1,162.00 | |
0081 | 8" DUCTILE IRON PIPE | 616(A) 5122 | LF | 1,304.000 | 1,304.000 | 1,257.240 | $33.00 | $0.00 | $41,488.92 | |
0082 | 12" DUCTILE IRON PIPE | 616(A) 5124 | LF | 2,630.000 | 2,630.000 | 2,668.770 | $47.00 | $0.00 | $125,432.19 | |
0083 | 6" DUCTILE IRON PIPE RESTRAINED JOINT | 616(A) 5810 | LF | 546.000 | 546.000 | 516.440 | $32.50 | $0.00 | $16,784.31 | |
0084 | 3/4" COPPER WATER SERVICE PIPE | 616(C) 0868 | LF | 1,920.000 | 1,920.000 | 1,604.330 | $16.20 | $0.00 | $25,990.15 | |
0085 | 1" COPPER WATER SERVICE PIPE | 616(C) 0869 | LF | 97.000 | 97.000 | 341.300 | $17.50 | $0.00 | $5,972.75 | |
0086 | 1 1/2" COPPER WATER SERVICE PIPE | 616(C) 0871 | LF | 254.000 | 254.000 | 433.250 | $21.00 | $0.00 | $9,098.25 | |
0087 | 2" COPPER WATER SERVICE PIPE | 616(C) 0872 | LF | 192.000 | 192.000 | 133.570 | $22.60 | $0.00 | $3,018.68 | |
0088 | 6" GATE VALVE | 616(D) 1070 | EA | 10.000 | 10.000 | 12.000 | $787.00 | $0.00 | $9,444.00 | |
0089 | 8" GATE VALVE | 616(D) 1080 | EA | 3.000 | 3.000 | 4.000 | $1,260.00 | $0.00 | $5,040.00 | |
0090 | 12" GATE VALVE | 616(D) 1100 | EA | 10.000 | 10.000 | 10.000 | $2,450.00 | $0.00 | $24,500.00 | |
0091 | STANDARD VALVE BOX | 616(D) 7051 | EA | 23.000 | 23.000 | 26.000 | $105.00 | $0.00 | $2,730.00 | |
0092 | FIRE HYDRANTS | 616(G) 1192 | EA | 8.000 | 8.000 | 7.000 | $2,900.00 | $0.00 | $20,300.00 | |
0093 | FIRE HYDRANT EXTENSION | 616(G) 1193 | EA | 5.000 | 5.000 | 3.000 | $555.00 | $0.00 | $1,665.00 | |
0094 | 2" SOLID SLEEVE | 616(I) 0010 | EA | 1.000 | 1.000 | 3.000 | $145.00 | $0.00 | $435.00 | |
0095 | 6" SOLID SLEEVE | 616(I) 0018 | EA | 6.000 | 6.000 | 6.000 | $160.00 | $0.00 | $960.00 | |
0096 | 8" SOLID SLEEVE | 616(I) 0020 | EA | 3.000 | 3.000 | 5.000 | $250.00 | $0.00 | $1,250.00 | |
0097 | 10" SOLID SLEEVE | 616(I) 0022 | EA | 3.000 | 3.000 | 5.000 | $425.00 | $0.00 | $2,125.00 | |
0098 | 6" X 6" X 6" TEE | 616(J) 0022 | EA | 5.000 | 5.000 | 4.000 | $250.00 | $0.00 | $1,000.00 | |
0099 | 8" X 8" X 6" TEE | 616(J) 0026 | EA | 2.000 | 2.000 | 3.000 | $330.00 | $0.00 | $990.00 | |
0100 | 8" X 8" X 8" TEE | 616(J) 0027 | EA | 1.000 | 1.000 | 1.000 | $360.00 | $0.00 | $360.00 | |
0101 | 12" X 12" X 6" TEE | 616(J) 0030 | EA | 9.000 | 9.000 | 9.000 | $510.00 | $0.00 | $4,590.00 | |
0102 | 12" X 12" X 12" TEE | 616(J) 0035 | EA | 2.000 | 2.000 | 1.000 | $750.00 | $0.00 | $750.00 | |
0103 | 6" 11 1/4 DEGREE FITTING | 616(K) 0041 | EA | 1.000 | 1.000 | 4.000 | $150.00 | $0.00 | $600.00 | |
0104 | 6" 45 DEGREE FITTING | 616(K) 0042 | EA | 18.000 | 18.000 | 16.000 | $155.00 | $0.00 | $2,480.00 | |
0105 | 8" 45 DEGREE FITTING | 616(K) 0044 | EA | 6.000 | 6.000 | 16.000 | $225.00 | $0.00 | $3,600.00 | |
0106 | 12" 45 DEGREE FITTING | 616(K) 0047 | EA | 4.000 | 4.000 | 7.000 | $450.00 | $0.00 | $3,150.00 | |
0107 | 12" 22 1/2 DEGREE FITTING | 616(K) 0054 | EA | 10.000 | 10.000 | 8.000 | $450.00 | $0.00 | $3,600.00 | |
0108 | 8" 11 1/4 DEGREE FITTING | 616(K) 0063 | EA | 10.000 | 10.000 | 4.000 | $525.00 | $0.00 | $2,100.00 | |
0109 | 12" 11 1/4 DEGREE FITTING | 616(K) 0065 | EA | 2.000 | 2.000 | 7.000 | $390.00 | $0.00 | $2,730.00 | |
0110 | 6" X 4" REDUCER | 616(L) 0070 | EA | 1.000 | 1.000 | 1.000 | $150.00 | $0.00 | $150.00 | |
0111 | 4" X 2" REDUCER | 616(L) 0079 | EA | 1.000 | 1.000 | 0.000 | $170.00 | $0.00 | $0.00 | |
0112 | SHORT WATER SERVICE & RESET METER | 616(N) 0094 | EA | 23.000 | 23.000 | 25.000 | $490.00 | $0.00 | $12,250.00 | |
0113 | LONG WATER SERVICE & RESET METER | 616(N) 0096 | EA | 26.000 | 26.000 | 25.000 | $1,200.00 | $0.00 | $30,000.00 | |
Subtotals For Category 0900/NON-PARTICIPATING (CITY) WATERLINE | $0.00 | $537,559.74 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0910/NON-PARTICIPATING (CITY) SANITARY SEWER | ||||||||
0114 | 8" SEWER PIPE | 615(C) 6121 | LF | 15.000 | 15.000 | 18.000 | 18.000 | $373.00 | $6,714.00 | $6,714.00 |
Subtotals For Category 0910/NON-PARTICIPATING (CITY) SANITARY SEWER | $6,714.00 | $6,714.00 | ||||||||
Fed/State Project Number: STP-STIM(289)IG | Project: 26708(04) | Category: 0950/Federal Non Participating | ||||||||
8010 | (PL)DETECTION SYSTEM (VIDEO) | 828 8132 | LSUM | 0.000 | 1.000 | 0.000 | 0.000 | $36,300.00 | $0.00 | $0.00 |
Subtotals For Category 0950/Federal Non Participating | $0.00 | $0.00 | ||||||||
Subtotals For Project STP-STIM(289)IG /26708(04) | $198,945.74 | $1,830,000.76 |