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 04/21/14 EST. NO.43 TIME 08:58 AM R.E. NAME: JAHROMI, REZA 07-269004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0002 530,344.90 A.C. @ L.S.(+) 040714 N 201401 530,344.90 TOTAL THIS ESTIMATE 6,457,921.16 TOTAL PREVIOUS ESTIMATE 6,988,266.06 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 04/21/14 EST. NO.43 TIME 08:58 AM R.E. NAME: JAHROMI, REZA 07-269004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 LOCATION RERUN FINAL ESTIMATE 07-LA-710-18.1/20.8 -------------------- SEMA CONSTRUCTION, INC. IN LA COUNTY IN SOUTH GATE BELL 320 GODDARD WAY, SUITE 150 GARDENS BELL AND CITY OF COMMERCE IRVINE, CA 92618 FROM 0.3 MILES SOUTH OF FIRESTONE BOULEVARD OVERCROSSING TO 0.2 MILES FED. AID NO. SARR-P710(14)E ,A-P710(14)E LONG LIFE PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 1.000 20,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 12.000 3,000 003 TIME-RELATED OVERHEAD WDAY 1,200.0000 900,000.00 765.000 918,000 004 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 4.0000 2,800.00 1,570.000 6,280 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 32,000.00 37.000 74,000 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 45,000.00 20.000 50,000 009 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 18,000.00 120.000 18,000 010 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000 011 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 012 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 327,500.00 1,827,359.000 456,839 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 18,550.00 530.000 18,550 015 TEMPORARY PAVEMENT MARKER EA 3.7200 108,624.00 29,711.000 110,524 016 TEMPORARY RAILING (TYPE K) LF 8.0000 616,800.00 77,100.000 616,800 017 MOVEABLE CONCRETE BARRIER LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 018 TEMPORARY CRASH CUSHION MODULE EA 130.0000 96,200.00 740.000 96,200 019 ABANDON CULVERT LF 16.0000 81,600.00 5,099.940 81,599 020 REMOVE METAL BEAM GUARD RAILING LF 10.0000 28,000.00 2,919.000 29,190 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 7,300.00 6,666.000 6,666 STRIPE 022 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 36,400.00 103,171.000 36,109 PROGRAM CAS145 PAGE 2 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 116,400.00 75,757.000 90,908 024 REMOVE PAVEMENT MARKER EA 0.6000 18,600.00 47,023.000 28,213 025 REMOVE CHANNELIZERS EA 10.0000 550.00 55.000 550 026 REMOVE ROADSIDE SIGN EA 150.0000 10,500.00 74.000 11,100 027 REMOVE SIGN STRUCTURE EA 2,000.0000 12,000.00 6.000 12,000 028 REMOVE BRIDGE MOUNTED SIGN EA 1,700.0000 6,800.00 3.000 5,100 029 REMOVE PIPE LF 30.0000 97,500.00 3,654.600 109,638 030 REMOVE INLET EA 750.0000 120,000.00 160.000 120,000 031 SALVAGE PORTABLE CONCRETE BARRIER LF 5.0000 23,750.00 4,750.000 23,750 (TYPE 60K) 032 ADJUST INLET EA 2,000.0000 44,000.00 22.000 44,000 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 72,100.00 10,300.190 72,101 034 REMOVE CONCRETE CY 200.0000 7,000.00 35.910 7,182 035 REMOVE CONCRETE CURB LF 1.0000 28,600.00 36,403.000 36,403 036 REMOVE CONCRETE BARRIER LF 10.0000 112,000.00 11,200.000 112,000 037 CAP INLET EA 400.0000 6,400.00 22.000 8,800 038 REMOVE CRASH CUSHION (TYPE REACT 9SCBS) EA 5,500.0000 5,500.00 1.000 5,500 039 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 600.00 3.000 600 040 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 041 ROADWAY EXCAVATION CY 10.0000 588,000.00 48,918.700 489,187 042 ROADWAY EXCAVATION (TYPE Z-2) CY 22.0000 122,540.00 5,570.000 122,540 (AERIALLY DEPOSITED LEAD) 043 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 314,000.00 2,395.000 191,600 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 26.0000 14,118.00 465.000 12,090 (F) (TYPE Z-2) (AERIALLY DEPOSITED LEAD) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 17,760.00 444.000 17,760 (F) (AERIALLY DEPOSITED LEAD) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 75.0000 189,300.00 1,503.000 112,725 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 26,700.00 445.000 26,700 (F) (TYPE Y-1) (AERIALLY DEPOSITED LEAD) 049 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 15,708.00 260.000 10,920 (F) WALL) PROGRAM CAS145 PAGE 3 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SAND BACKFILL CY 80.0000 65,600.00 814.740 65,179 051 IMPORTED BORROW CY 15.0000 28,800.00 1,598.500 23,977 052 IMPORTED MATERIAL (SHOULDER BACKING) TON 22.0000 14,740.00 535.390 11,778 053 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 054 MULCH CY 26.0000 62,400.00 2,193.000 57,018 055 CLASS 3 AGGREGATE BASE CY 170.0000 23,800.00 140.000 23,800 056 CLASS 3 AGGREGATE BASE CY 22.0000 451,000.00 19,130.290 420,866 (WORKING PLATFORM) 057 HOT MIX ASPHALT TYPE A (PG 64-28 PM) TON 97.0000 3,977,000.00 36,085.940 3,500,336 058 HOT MIX ASPHALT TYPE A (RICH BOTTOM) TON 86.0000 1,788,800.00 19,283.880 1,658,413 059 HOT MIX ASPHALT TYPE A INTERMEDIATE TON 84.0000 7,039,200.00 84,002.510 7,056,210 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 105.0000 2,583,000.00 23,170.340 2,432,885 061 HOT MIX ASPHALT TYPE A (LEVELING) TON 88.0000 3,291,200.00 27,765.790 2,443,389 062 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.1000 135,300.00 107,360.540 118,096 063 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 0.8000 98,400.00 100,361.220 80,288 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8000 1,134.00 561.000 1,009 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3000 13,130.00 10,785.000 14,020 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.8000 1,080.00 1,129.000 2,032 067 PLACE HOT MIX ASPHALT SQYD 60.0000 480.00 8.000 480 (MISCELLANEOUS AREA) 068 TACK COAT TON 620.0000 744,000.00 193.750 120,125 069 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.7500 76,500.00 100,739.000 75,554 070 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 568,000.00 807.000 403,500 (F) 071 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 568,500.00 380.900 571,350 (F) 072 MINOR CONCRETE (BACKFILL) CY 80.0000 30,400.00 380.100 30,408 073 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 90,788.10 47,300.000 61,490 (F) 074 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 86,800.00 15,186.000 106,302 (F) WITH WALKWAY) 075 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 24,800.00 15,186.000 30,372 (F) WITH WALKWAY) 076 FURNISH SIGN STRUCTURE (TRUSS) LB 5.3000 927,500.00 175,000.000 927,500 (F) PROGRAM CAS145 PAGE 4 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 36,750.00 158,700.000 33,327 (F) 078 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 11.0000 28,710.00 1,740.000 19,140 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 12,000.00 1,401.100 11,208 (0.063"-UNFRAMED) 080 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 165,000.00 169.000 126,750 (SIGN FOUNDATION) 081 ROADSIDE SIGN - ONE POST EA 350.0000 13,300.00 32.000 11,200 082 ROADSIDE SIGN - TWO POST EA 850.0000 11,900.00 12.000 10,200 083 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 650.00 13.000 650 METHOD) 084 18" REINFORCED CONCRETE PIPE LF 50.0000 59,000.00 1,302.800 65,140 085 24" REINFORCED CONCRETE PIPE LF 75.0000 525,000.00 7,625.300 571,897 086 27" REINFORCED CONCRETE PIPE LF 100.0000 57,000.00 557.600 55,760 087 30" REINFORCED CONCRETE PIPE LF 110.0000 85,800.00 764.600 84,106 088 33" REINFORCED CONCRETE PIPE LF 120.0000 12,000.00 96.600 11,592 089 36" REINFORCED CONCRETE PIPE LF 120.0000 36,000.00 303.000 36,360 090 39" REINFORCED CONCRETE PIPE LF 135.0000 17,550.00 126.900 17,131 091 45" REINFORCED CONCRETE PIPE LF 150.0000 43,500.00 289.500 43,425 092 18" CORRUGATED STEEL PIPE (.079" THICK) LF 220.0000 2,200.00 10.000 2,200 093 18" SLOTTED CORRUGATED STEEL PIPE LF 88.0000 26,400.00 300.000 26,400 (.079" THICK) 094 6" PLASTIC PIPE LF 15.0000 600.00 40.000 600 095 GRATED LINE DRAIN LF 110.0000 6,600.00 57.000 6,270 096 18" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 097 ROCK SLOPE PROTECTION CY 500.0000 7,500.00 15.000 7,500 (FACING, METHOD B) 098 MINOR CONCRETE (GUTTER) CY 500.0000 32,500.00 62.000 31,000 099 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.0000 381,600.00 58,206.000 349,236 100 MISCELLANEOUS IRON AND STEEL LB 1.0000 88,000.00 88,000.000 88,000 (F) 101 METAL BEAM GUARD RAILING LF 25.0000 18,750.00 2,424.560 60,614 102 CONCRETE BARRIER (TYPE 27B MODIFIED) LF 63.0000 325,710.00 5,316.000 334,908 103 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 115.0000 178,250.00 1,556.000 178,940 PROGRAM CAS145 PAGE 5 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CABLE RAILING LF 12.0000 22,200.00 1,360.000 16,320 (F) 105 TRANSITION RAILING (TYPE WB) EA 3,600.0000 36,000.00 8.000 28,800 106 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 9.000 9,000 107 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 39,000.00 17.000 44,200 108 CRASH CUSHION (REACT 9CBB) EA 60,000.0000 120,000.00 2.000 120,000 109 CONCRETE BARRIER (TYPE 60GC MODIFIED) LF 87.0000 312,330.00 2,724.000 236,988 110 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 329.0000 105,280.00 320.000 105,280 111 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 365.0000 375,950.00 823.690 300,646 112 CONCRETE BARRIER (TYPE 60SC MODIFIED) LF 58.0000 95,120.00 1,624.000 94,192 113 CONCRETE BARRIER (TYPE 60SW MODIFIED) LF 165.0000 679,800.00 4,172.000 688,380 114 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 64.0000 344,320.00 5,367.000 343,488 115 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 208.0000 1,200,160.00 5,695.190 1,184,599 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 10,270.00 80,021.000 10,402 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 1,024.80 3,970.000 1,111 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1300 13,650.00 105,455.000 13,709 (BROKEN 36-12) 119 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 676.00 841.000 546 (BROKEN 17-7) 120 PAINT TRAFFIC STRIPE (2-COAT) LF 0.0900 24,750.00 341,598.000 30,743 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1100 24,975.00 28,742.000 31,903 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7000 23,949.00 8,692.000 23,468 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 124 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 1.000 2,500 125 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 30,000.0000 30,000.00 1.000 30,000 STATION 126 MODIFY RAMP METERING SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 127 MODIFY LIGHTING AND SIGN ILLUMINATION LS 675,000.0000 675,000.00 1.000 675,000 128 COMMUNICATION SYSTEM LS 860,000.0000 860,000.00 1.000 860,000 129 CLOSED CIRCUIT TELEVISION CAMERA LS 60,000.0000 60,000.00 1.000 60,000 (LOCATION LB185) 130 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 2,500.0000 2,500.00 1.000 2,500 (LOCATION NO. 88) PROGRAM CAS145 PAGE 6 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 1.000 50,000 (LOCATION LB191) 132 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 1.000 50,000 (LOCATION LB198) 133 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 1.000 8,000 134 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 135 REMOVE CONCRETE PAVEMENT SQYD 5.5000 355,850.00 44,212.000 243,166 PROGRAM CAS145 PAGE 7 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-269004 TIME 08:58 AM ESTIMATE NO. 43 BID OPENING 07/23/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/21/13 R.E. NAME: JAHROMI, REZA DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 33,611,015.13 ADJUSTMENT OF COMPENSATION 530,344.90 3,707,130.88 EXTRA WORK 0.00 3,281,135.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 530,344.90 40,599,281.19 136 MOBILIZATION LS 2,420,000.0000 2,420,000.00 1.000 2,420,000 ORIGINAL CONTRACT AMOUNT 38,838,126.90 TOTAL WORK COMPLETED 530,344.90 43,019,281.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 530,344.90 43,019,281.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/22/09 750 02/08/10 11/16/09 01/21/13 748 415 15 0 100% 100% JAHROMI, REZA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/14