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 12/03/15 EST. NO. 011 TIME 08:04 AM R.E. NAME: ALIPANAH, FEREYDOON 08-0K2304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 1,081.00 E.W. @ F.A.(+) 082515 N 1.10 0 0001-1 -1,081.00 082515 N 1.10 0 DAO CORRECTING ENTRY 0001-2 940.00 082515 N 1.10 0 DAO CORRECTING ENTRY 0002 77,045.30 A.C. @ L.S.(+) 082515 N 1.20 0 77,985.30 TOTAL THIS ESTIMATE 24,978.68 TOTAL PREVIOUS ESTIMATE 102,963.98 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 12/03/15 EST. NO. 011 TIME 08:04 AM R.E. NAME: ALIPANAH, FEREYDOON 08-0K2304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DISPOSAL HAZ MAT'L -10,000.00 008 FEDERAL FINAL REPORT -10,000.00 008 ITEM 39,303.1*$101.5 -30,764.65 008 ITEM 46,13.961*$800 -11,168.80 008 ITEM 51,21.703*$600 -13,021.80 008 SOLID WASTE REPORT -10,000.00 008 DISOSAL HAZ MAT'L 10,000.00 009 SOLID WASTE REPORT 10,000.00 009 0.00 -64,955.25 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -2,000.00 008 MISSING DOCUMENTS 2,000.00 010 0.00 0.00 LIQUIDATED DAMAGES 55 DAYS @ $3,000/DAY -165,000.00 006 32 DAYS * $3000.00 -96,000.00 007 36DAYS @ $3,000./DAY -108,000.00 008 53 DAYS @ $3000./DAY 159,000.00 009 25 DAYS @ $3000./DAY -75,000.00 011 70 DAYS @ $3000./DAY 210,000.00 011 135,000.00 -75,000.00 TOTAL DEDUCTIONS 135,000.00 -139,955.25 PROGRAM CAS145 PAGE 1 DATE 12/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 08:04 AM ESTIMATE NO. 011 BID OPENING 10/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 12/03/15 LOCATION SEMI-FINAL ESTIMATE 08-RIV-10-R57.6/R60.9 ------------------- SKANSKA USA CIVIL WEST IN/NEAR COACHELLA, FROM JCT 86S TO CALIFORNIA DISTRICT INC 0.5 MILES E/O COACHELLA CANAL 1995 AGUA MANSA ROAD RIVERSIDE CA 92509 FED. AID NO. IM-010 -4(62)E PAVE SHOULDER WITH RHMA-G ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.500 250 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 004 TRAFFIC CONTROL SYSTEM LS 142,500.0000 142,500.00 1.000 142,500 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 1,170.00 126.000 567 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 8,250.00 45,557.000 25,056 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,240.00 41.000 1,640 008 TEMPORARY PAVEMENT MARKER EA 4.5000 3,645.00 1,951.000 8,779 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 21,000.00 6.000 21,000 010 TEMPORARY RAILING (TYPE K) LF 10.0000 48,000.00 1,740.000 17,400 011 TEMPORARY CRASH CUSHION MODULE EA 150.0000 5,250.00 21.000 3,150 012 JOB SITE MANAGEMENT LS 11,000.0000 11,000.00 1.000 11,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 014 TEMPORARY COVER SQYD 3.0000 3,060.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 8,000.00 18.000 7,200 016 TEMPORARY GRAVEL BAG BERM LF 5.0000 4,250.00 200.000 1,000 017 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 14,800.00 2.000 7,400 018 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 019 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 1.000 12,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 3,690.50 17,713.000 9,742 STRIPE (HAZARDOUS WASTE) 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,144.00 51,840.000 20,736 022 REMOVE PAVEMENT MARKER EA 1.0000 1,110.00 4,925.000 4,925 PROGRAM CAS145 PAGE 2 DATE 12/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 08:04 AM ESTIMATE NO. 011 BID OPENING 10/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 12/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 11,700.00 11,531.000 11,531 024 REMOVE OVERSIDE DRAIN EA 1,000.0000 1,000.00 1.000 1,000 025 REPLACE UNDERLYING BASE CY 600.0000 276,000.00 623.500 374,100 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 118,965.00 66,234.000 109,286 027 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 3,250.00 141.000 3,525 028 ROADWAY EXCAVATION CY 28.0000 75,600.00 2,542.800 71,198 029 CLASS 2 AGGREGATE SUBBASE CY 50.0000 10,500.00 248.300 12,415 030 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 31,000.00 437.000 21,850 031 BASE BOND BREAKER SQYD 4.0000 15,440.00 4,107.400 16,429 032 LEAN CONCRETE BASE CY 165.0000 107,250.00 337.400 55,671 033 RAPID STRENGTH CONCRETE BASE CY 500.0000 70,000.00 165.500 82,750 034 CRACK TREATMENT LNMI 4,000.0000 52,000.00 13.400 53,600 035 PREPAVING INERTIAL PROFILER LS 3,500.0000 3,500.00 0.000 0 036 PREPAVING GRINDING DAY EA 1,500.0000 4,500.00 0.000 0 037 HOT MIX ASPHALT (TYPE A) TON 100.0000 87,000.00 1,016.640 101,664 038 HOT MIX ASPHALT TYPE-BOND BREAKER TON 160.0000 22,400.00 123.030 19,684 039 RUBBERIZED HOT MIX ASPHALT, TON 101.5000 1,008,910.00 8,351.490 847,676 SUPERPAVE (GAP GRADED) 040 SHOULDER RUMBLE STRIP STA 25.0000 17,500.00 655.000 16,375 (HMA,GROUND-IN INDENTATIONS) 041 DATA CORE LS 5,900.0000 5,900.00 0.500 2,950 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 11,700.00 11,515.000 11,515 043 PLACE HOT MIX ASPHALT SQYD 150.0000 8,850.00 114.400 17,160 (MISCELLANEOUS AREA) 044 TACK COAT TON 610.0000 20,130.00 28.920 17,641 045 JOINTED PLAIN CONCRETE PAVEMENT CY 229.0000 201,520.00 680.800 155,903 046 JOINTED PLAIN CONCRETE PAVEMENT CY 800.0000 224,000.00 276.840 221,472 (RSC) 047 SHOULDER RUMBLE STRIP STA 100.0000 1,200.00 12.000 1,200 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 048 SEAL PAVEMENT JOINT LF 6.0000 23,700.00 3,762.000 22,572 PROGRAM CAS145 PAGE 3 DATE 12/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 08:04 AM ESTIMATE NO. 011 BID OPENING 10/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 12/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 SEAL ISOLATION JOINT LF 21.0000 29,400.00 1,332.200 27,976 050 DOWEL BAR (DRILL AND BOND) EA 20.0000 72,600.00 1,992.000 39,840 051 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 402,000.00 679.000 407,400 052 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 5.0000 42,100.00 6,288.400 31,442 053 GRIND EXISTING CONCRETE SQYD 2.8000 249,760.00 89,236.000 249,860 PAVEMENT 054 ROCK SLOPE PROTECTION CY 500.0000 2,500.00 6.600 3,300 (NO. 3, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 120.0000 2,880.00 36.300 4,356 056 MINOR CONCRETE (CURB AND CURB RAMP) CY 600.0000 7,200.00 12.000 7,200 057 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,790.00 930.000 2,790 058 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 23,600.00 121,634.000 24,326 (SPRAYABLE) 059 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,970.00 3,282.000 3,282 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,400.00 1,884.000 5,652 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 08:04 AM ESTIMATE NO. 011 BID OPENING 10/03/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/24/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 12/03/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,374,941.34 ADJUSTMENT OF COMPENSATION 77,045.30 96,566.67 EXTRA WORK 940.00 6,397.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 77,985.30 3,477,905.32 062 MOBILIZATION LS 386,000.0000 386,000.00 1.000 386,000 ORIGINAL CONTRACT AMOUNT 3,968,324.50 TOTAL WORK COMPLETED 77,985.30 3,863,905.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 135,000.00 -139,955.25 TOTAL 212,985.30 3,723,950.07 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 12/03/13 100 00/00/00 12/18/13 11/24/14 180 36 80 0 100% 100% ALIPANAH, FEREYDOON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/03/15