PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/23/17 EST. NO. 015 TIME 12:59 PM R.E. NAME: EID, EMILE 07-2827U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 019 0016-1 -2,386.05 E.W. @ F.A.(+) 022317 N 0094.0 DAO CORRECTING ENTRY 0016-2 2,247.00 022317 N 0094.0 DAO CORRECTING ENTRY 0018-1 -3,928.35 022717 N 0096.0 DAO CORRECTING ENTRY 0018-2 3,607.88 022717 N 0096.0 DAO CORRECTING ENTRY 0019-1 -3,304.92 022817 N 0097.0 DAO CORRECTING ENTRY 0019-2 3,016.22 022817 N 0097.0 DAO CORRECTING ENTRY 0029-1 -3,071.18 032717 N 0107.0 DAO CORRECTING ENTRY 0029-2 2,791.37 032717 N 0107.0 DAO CORRECTING ENTRY 0032-1 -2,363.52 040517 N 0110.0 DAO CORRECTING ENTRY 0032-2 2,141.27 040517 N 0110.0 DAO CORRECTING ENTRY 0034-1 -2,800.25 031017 N 0112.0 DAO CORRECTING ENTRY 0034-2 2,681.50 031017 N 0112.0 DAO CORRECTING ENTRY 0035-1 -2,960.65 031317 N 0113.0 DAO CORRECTING ENTRY 0035-2 2,830.01 031317 N 0113.0 DAO CORRECTING ENTRY 0036-1 -2,922.71 031417 N 0114.0 DAO CORRECTING ENTRY 0036-2 1,507.72 031417 N 0114.0 DAO CORRECTING ENTRY 0037-1 -3,740.73 031517 N 0115.0 DAO CORRECTING ENTRY 0037-2 2,995.64 031517 N 0115.0 DAO CORRECTING ENTRY 0039-1 -3,843.05 031717 N 0117.0 DAO CORRECTING ENTRY 0039-2 3,018.61 031717 N 0117.0 DAO CORRECTING ENTRY 0040-1 -2,830.01 032017 N 0118.0 DAO CORRECTING ENTRY 0040-2 2,573.52 032017 N 0118.0 DAO CORRECTING ENTRY 0041-1 -4,895.32 032117 N 0119.0 DAO CORRECTING ENTRY 0041-2 4,262.82 032117 N 0119.0 DAO CORRECTING ENTRY 0053-1 -5,462.47 052517 N 0132.0 DAO CORRECTING ENTRY 0053-2 5,241.09 052517 N 0132.0 DAO CORRECTING ENTRY 0058-1 -5,282.73 060517 N 0137.0 DAO CORRECTING ENTRY 0058-2 5,061.35 060517 N 0137.0 DAO CORRECTING ENTRY 0072-1 -1,774.09 062017 N 0151.0 DAO CORRECTING ENTRY 0072-2 1,601.62 062017 N 0151.0 DAO CORRECTING ENTRY -5,988.41 TOTAL THIS ESTIMATE 391,009.00 TOTAL PREVIOUS ESTIMATE 385,020.59 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/23/17 EST. NO. 015 TIME 12:59 PM R.E. NAME: EID, EMILE 07-2827U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION WAGE UNDERPAYMENT -1,000.00 012 WAGE UNDERPAYMENT 1,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 LOCATION PROGRESS ESTIMATE 07-LA-101-S0.0/25.9 ----------------- PETERSON-CHASE GENERAL IN LOS ANGELES COUNTY IN LOS ENGINEERING CONSTRUCTION, INC. ANGELES AT VARIOUS LOCATIONS FROM 16351 CONTRUCTION CIR WEST ROUTE 5/60 SEPARATION TO 0.1 MILE IRVINE CA 92606 WEST OF VENTURA BLVD OC AND ON ROUTE 5 AT POSTMILE 16.4 FED. AID NO. NHP-X037(192)E ROADSIDE SAFETY IMPROVMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 1.000 2,200 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,750.0000 8,750.00 1.000 8,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 312,000.00 205.000 328,000 004 CONSTRUCTION AREA SIGNS LS 35,154.0000 35,154.00 0.590 20,740 005 TRAFFIC CONTROL SYSTEM LS 570,000.0000 570,000.00 0.989 563,730 006 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 9,990.00 168.000 6,216 007 TEMPORARY RAILING (TYPE K) LF 21.0000 375,900.00 11,420.000 239,820 008 TEMPORARY CRASH CUSHION MODULE EA 225.0000 49,500.00 107.000 24,075 009 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 68,000.00 13.000 52,000 010 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.976 19,520 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 1.000 2,000 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 6,500.00 24.000 1,200 014 TEMPORARY FIBER ROLL LF 4.0000 3,720.00 0.000 0 015 TEMPORARY GRAVEL BAG BERM LF 4.0000 30,240.00 960.000 3,840 016 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 3,000.00 0.000 0 017 STREET SWEEPING LS 8,000.0000 8,000.00 0.860 6,880 018 TEMPORARY CONCRETE WASHOUT LS 3,500.0000 3,500.00 0.120 420 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 10,175.00 9,240.000 10,164 STRIPE (HAZARDOUS WASTE) 020 TREATED WOOD WASTE LB 0.1600 16,608.00 44,320.000 7,091 021 REMOVE GUARDRAIL LF 10.0000 63,400.00 2,147.800 21,478 022 REMOVE IRRIGATION FACILITY LS 23,000.0000 23,000.00 0.060 1,380.00 0.470 10,810 PROGRAM CAS145 PAGE 2 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.5400 23,760.00 0.000 0 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 18,792.00 34,779.000 18,780 025 REMOVE PAVEMENT MARKER EA 1.3500 12,420.00 4,321.000 5,833 026 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,300.00 0.000 0 027 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 100.00 0.000 0 028 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 14,275.00 0.000 0 029 REMOVE INLET EA 750.0000 1,500.00 2.000 1,500 030 REMOVE RETAINING WALL (PORTION) (LS) LS 13,000.0000 13,000.00 1.000 13,000 031 ADJUST INLET EA 2,000.0000 4,000.00 0.000 0 032 MODIFY INLET EA 4,000.0000 8,000.00 1.000 4,000 033 REMOVE CONCRETE CURB (LF) LF 8.0000 15,280.00 1,405.000 11,240 034 REMOVE CONCRETE (CURB AND GUTTER) LF 11.0000 65,120.00 3,900.000 42,900 035 CAP INLET EA 1,100.0000 39,600.00 13.000 14,300 036 REMOVE CRASH CUSHION EA 600.0000 1,200.00 0.000 0 037 ROADWAY EXCAVATION CY 70.0000 281,400.00 509.020 35,631 038 ROADWAY EXCAVATION (TYPE Z-2) CY 200.0000 740,000.00 3,145.000 629,000 (AERIALLY DEPOSITED LEAD) 039 ROADWAY EXCAVATION (TYPE Z-3) CY 450.0000 76,500.00 0.000 0 (AERIALLY DEPOSITED LEAD) 040 STRUCTURE EXCAVATION (RETAINING WALL) CY 70.0000 3,990.00 57.000 3,990 (F) 041 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 2,400.00 30.000 2,400 (F) 042 DITCH EXCAVATION CY 175.0000 2,975.00 0.000 0 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.9000 9,386.00 1,833.330 3,483 CLASS A1 044 ROADSIDE CLEARING LS 5,500.0000 5,500.00 0.020 110 045 ROCK BLANKET SQFT 16.0000 184,000.00 11,433.000 182,928 046 SOIL AMENDMENT CY 68.0000 1,360.00 0.000 0 047 SLOW-RELEASE FERTILIZER LB 4.0000 280.00 0.000 0 048 PLANT (GROUP A) EA 10.0000 2,700.00 0.000 0 049 PLANT (GROUP B) EA 30.0000 1,110.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 7,500.0000 7,500.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 18,500.0000 18,500.00 0.000 0 052 WOOD MULCH CY 75.0000 13,500.00 0.000 0 053 CHECK AND TEST EXISTING IRRIGATION LS 52,000.0000 52,000.00 0.916 47,632 FACILITIES 054 OPERATE EXISTING IRRIGATION FACILITIES LS 45,000.0000 45,000.00 0.070 3,150.00 0.270 12,150 055 CONTROL AND NEUTRAL CONDUCTORS LS 34,000.0000 34,000.00 0.780 26,520 056 3/4" REMOTE CONTROL VALVE EA 440.0000 880.00 1.000 440 057 1" REMOTE CONTROL VALVE EA 440.0000 9,240.00 1.000 440.00 28.000 12,320 058 1 1/4" REMOTE CONTROL VALVE EA 460.0000 9,200.00 5.000 2,300 059 1 1/2" REMOTE CONTROL VALVE EA 460.0000 7,820.00 2.000 920.00 17.000 7,820 060 TREE WELL SPRINKLER ASSEMBLY EA 30.0000 6,000.00 6.000 180 061 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 52.0000 12,480.00 15.000 780.00 131.000 6,812 062 RISER SPRINKLER ASSEMBLY EA 41.0000 1,107.00 14.000 574 063 1 1/2" GATE VALVE EA 400.0000 400.00 0.000 0 064 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.6000 12,337.20 1,942.000 8,933 (F) LINE) 065 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.8000 15,033.60 100.000 480.00 3,646.000 17,500 (F) LINE) 066 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.9500 22,938.30 80.000 396.00 2,785.000 13,785 (F) (SUPPLY LINE) 067 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.2000 18,652.40 40.000 208.00 1,884.000 9,796 (F) (SUPPLY LINE) 068 2" PLASTIC PIPE (SCHEDULE 40) LF 10.2500 60,259.75 148.000 1,517.00 4,717.000 48,349 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.8000 4,407.00 260.000 2,028.00 695.000 5,421 (F) (SUPPLY LINE) 070 3" PLASTIC PIPE (SCHEDULE 40) LF 7.5000 9,982.50 196.000 1,470 (F) (SUPPLY LINE) 071 4" PLASTIC PIPE (SCHEDULE 40) LF 615.0000 4,920.00 11.000 6,765 (F) (SUPPLY LINE) 072 6" PLASTIC PIPE (SCHEDULE 40) LF 510.0000 5,100.00 10.000 5,100 (F) (SUPPLY LINE) 073 8" PLASTIC PIPE (SCHEDULE 40) LF 465.0000 57,195.00 27.000 12,555.00 124.000 57,660 (F) (SUPPLY LINE) 074 10" PLASTIC PIPE (SCHEDULE 40) LF 365.0000 24,820.00 94.000 34,310 (F) (SUPPLY LINE) 075 BALL VALVE EA 355.0000 7,810.00 1.000 355.00 20.000 7,100 076 CLASS 3 AGGREGATE BASE (CY) CY 69.0000 358,800.00 1,268.630 87,535 PROGRAM CAS145 PAGE 4 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BASE CY 195.0000 360,750.00 368.070 71,773 078 HOT MIX ASPHALT (TYPE A) TON 170.0000 688,500.00 549.820 93,469 079 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 41,600.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 7,600.00 0.000 0 081 PLACE HOT MIX ASPHALT SQYD 110.0000 4,290.00 0.000 0 (MISCELLANEOUS AREA) 082 TACK COAT TON 1,100.0000 6,600.00 1.020 1,122 083 SHOULDER CONCRETE PAVEMENT CY 225.0000 135,000.00 409.080 92,043 084 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 180.0000 5,400.00 52.000 9,360 085 16" CAST-IN-DRILLED-HOLE CONCRETE LF 66.0000 289,080.00 1,784.000 117,744 PILING (BARRIER) 086 STRUCTURAL CONCRETE, RETAINING WALL CY 920.0000 37,720.00 41.000 37,720 (F) 087 MINOR CONCRETE (MINOR STRUCTURE) CY 2,150.0000 180,600.00 26.980 58,007 (F) 088 DRILL AND BOND DOWEL LF 25.0000 7,500.00 300.000 7,500 089 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 7,692.30 7,326.000 7,692 (F) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 2,380.00 0.000 0 (0.063"-UNFRAMED) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 2,100.00 0.000 0 (0.080"-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,200.00 0.000 0 (0.063"-FRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 756.00 0.000 0 (0.080"-FRAMED) 094 ROADSIDE SIGN - ONE POST EA 350.0000 10,150.00 0.000 0 095 ROADSIDE SIGN - TWO POST EA 850.0000 4,250.00 0.000 0 096 18" REINFORCED CONCRETE PIPE LF 130.0000 20,800.00 73.100 9,503 097 24" REINFORCED CONCRETE PIPE LF 150.0000 19,500.00 0.000 0 098 CONCRETED-ROCK SLOPE PROTECTION CY 350.0000 5,845.00 0.000 0 (F) (FACING, METHOD A) (CY) 099 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 28,000.00 8.030 8,030 100 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 4,000.00 0.000 0 CONSTRUCTION) 101 MINOR CONCRETE (CURB AND GUTTER) CY 850.0000 9,350.00 0.000 0 102 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 10.0000 199,000.00 11,910.000 119,100 103 MINOR CONCRETE (TEXTURED PAVING) CY 560.0000 347,200.00 511.110 286,221 PROGRAM CAS145 PAGE 5 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 1.3000 15,470.00 4,220.000 5,486 (F) 105 4' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 1,800.00 0.000 0 106 OBJECT MARKER (TYPE L-1) EA 25.0000 450.00 12.000 300 107 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.0000 58,000.00 1,195.000 34,655 108 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.0000 372,000.00 918.250 28,465.75 2,709.250 83,986 109 VEGETATION CONTROL (MINOR CONCRETE) SQYD 67.0000 353,760.00 501.140 33,576.38 1,610.800 107,923 110 CABLE RAILING LF 28.0000 74,396.00 1,177.000 32,956.00 1,583.000 44,324 (F) 111 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 112,500.00 1.000 4,500.00 7.000 31,500 112 END CAP (TYPE A) EA 245.0000 3,185.00 4.000 980 113 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 15,300.00 6.000 5,400 114 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 61,200.00 1.000 3,600.00 6.000 21,600 115 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 29,700.00 2.000 5,400 116 CRASH CUSHION (TYPE SC170GM) EA 31,500.0000 63,000.00 2.000 63,000 117 CRASH CUSHION (TYPE SC1100GM) EA 36,500.0000 109,500.00 2.000 73,000 118 CONCRETE BARRIER (TYPE 60C) LF 240.0000 38,400.00 199.000 47,760 119 CONCRETE BARRIER (TYPE 736SV)MODIFIED LF 190.0000 534,850.00 1,435.500 272,745 (F) 120 CONCRETE BARRIER (TYPE 736B) LF 240.0000 4,800.00 342.000 82,080 (F) 121 CALIFORNIA ST-70 BRIDGE RAIL LF 690.0000 113,160.00 0.000 0 (F) 122 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 21,680.00 0.000 0 123 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 6,028.00 0.000 0 124 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 544.50 0.000 0 (BROKEN 17-7) 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 20,020.00 0.000 0 (BROKEN 18-12) 126 PAINT TRAFFIC STRIPE (2-COAT) LF 0.7000 35,770.00 69,183.000 48,428 127 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6500 10,593.00 2,996.000 4,943 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 10,664.50 1,283.000 4,939 129 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,300.0000 25,300.00 0.956 24,186 SYSTEM ELEMENTS DURING CONSTRUCTION 130 LIGHTING (TEMPORARY) LS 420,000.0000 420,000.00 0.085 35,700.00 0.470 197,400 PROGRAM CAS145 PAGE 6 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 LIGHTING (CITY STREET) LS 66,000.0000 66,000.00 0.000 0 132 MODIFY RAMP METERING SYSTEM LS 480,000.0000 480,000.00 0.245 117,600 133 MODIFY LIGHTING AND SIGN ILLUMINATION LS 654,000.0000 654,000.00 0.116 75,864.00 0.523 342,042 134 MODIFY COMMUNICATION SYSTEM LS 621,000.0000 621,000.00 0.057 35,397.00 0.212 131,652 135 SYSYEM TESTING AND DOCUMENTATION LS 64,000.0000 64,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2827U4 TIME 12:59 PM ESTIMATE NO. 015 BID OPENING 04/05/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: EID, EMILE DATE OF THIS ESTIMATE 10/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 274,268.13 5,391,125.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK -5,988.41 385,020.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 268,279.72 5,776,145.81 136 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000 ORIGINAL CONTRACT AMOUNT 11,499,402.05 TOTAL WORK COMPLETED 268,279.72 6,476,145.81 MATERIALS ON HAND ON SITE 489,226.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 268,279.72 6,965,372.37 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/26/16 445 00/00/00 09/25/15 11/12/17 234 21 0 0 52% 53% PROGRESS IS SATISFACTORY EID, EMILE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/17