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 05/28/14 EST. NO.04 TIME 03:46 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/28/14 EST. NO.04 TIME 03:46 PM R.E. NAME: ALIPANAH, FEREYDOON 08-0K2304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 03:46 PM ESTIMATE NO. 04 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 05/21/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 05/28/14 LOCATION PROGRESS 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 0.250 125 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.125 1,250.00 0.750 7,500 004 TRAFFIC CONTROL SYSTEM LS 142,500.0000 142,500.00 0.225 32,062 005 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.5000 1,170.00 126.000 567 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 8,250.00 10,431.000 5,737 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,240.00 41.000 1,640 008 TEMPORARY PAVEMENT MARKER EA 4.5000 3,645.00 716.000 3,222 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 21,000.00 2.000 7,000 010 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 0.220 2,420.00 0.750 8,250 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 014 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 0.500 6,000.00 0.700 8,400 019 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.700 8,400.00 1.000 12,000 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 3,690.50 4,561.000 2,508 STRIPE (HAZARDOUS WASTE) 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,144.00 8,357.000 3,342 022 REMOVE PAVEMENT MARKER EA 1.0000 1,110.00 1,138.000 1,138 PROGRAM CAS145 PAGE 2 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 03:46 PM ESTIMATE NO. 04 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 05/21/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 REMOVE OVERSIDE DRAIN EA 1,000.0000 1,000.00 0.000 0 025 REPLACE UNDERLYING BASE CY 600.0000 276,000.00 571.200 342,720.00 571.200 342,720 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.6500 118,965.00 0.000 0 027 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 3,250.00 141.000 3,525 028 ROADWAY EXCAVATION CY 28.0000 75,600.00 744.800 20,854.40 2,102.800 58,878 029 CLASS 2 AGGREGATE SUBBASE CY 50.0000 10,500.00 248.300 12,415.00 248.300 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 3,082.400 12,329.60 3,082.400 12,329 032 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 82,750.00 165.500 82,750 034 CRACK TREATMENT LNMI 4,000.0000 52,000.00 0.000 0 035 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 87,000.00 715.240 71,524 038 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 0.000 0 SUPERPAVE (GAP GRADED) 040 SHOULDER RUMBLE STRIP STA 25.0000 17,500.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 041 DATA CORE LS 5,900.0000 5,900.00 0.000 0 042 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 11,700.00 0.000 0 043 PLACE HOT MIX ASPHALT SQYD 150.0000 8,850.00 0.000 0 (MISCELLANEOUS AREA) 044 TACK COAT TON 610.0000 20,130.00 0.000 0 045 JOINTED PLAIN CONCRETE PAVEMENT CY 229.0000 201,520.00 400.700 91,760.30 680.800 155,903 046 JOINTED PLAIN CONCRETE PAVEMENT CY 800.0000 224,000.00 331.000 264,800.00 331.000 264,800 (RSC) 047 SHOULDER RUMBLE STRIP STA 100.0000 1,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 048 SEAL PAVEMENT JOINT LF 6.0000 23,700.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 03:46 PM ESTIMATE NO. 04 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 05/21/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,976.20 1,332.200 27,976 050 DOWEL BAR (DRILL AND BOND) EA 20.0000 72,600.00 1,584.000 31,680.00 1,584.000 31,680 051 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 402,000.00 667.900 400,740.00 667.900 400,740 052 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 5.0000 42,100.00 0.000 0 053 GRIND EXISTING CONCRETE SQYD 2.8000 249,760.00 0.000 0 PAVEMENT 054 ROCK SLOPE PROTECTION CY 500.0000 2,500.00 0.000 0 (NO. 3, METHOD B) (CY) 055 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 120.0000 2,880.00 0.000 0 056 MINOR CONCRETE (CURB AND CURB RAMP) CY 600.0000 7,200.00 12.000 7,200.00 12.000 7,200 057 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,790.00 0.000 0 058 THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 23,600.00 0.000 0 (SPRAYABLE) 059 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,970.00 0.000 0 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,400.00 0.000 0 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0K2304 TIME 03:46 PM ESTIMATE NO. 04 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 05/21/14 R.E. NAME: ALIPANAH, FEREYDOON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,313,295.50 1,701,040.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,313,295.50 1,701,040.10 062 MOBILIZATION LS 386,000.0000 386,000.00 0.200 77,200.00 0.950 366,700 ORIGINAL CONTRACT AMOUNT 3,968,324.50 TOTAL WORK COMPLETED 1,390,495.50 2,067,740.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,390,495.50 2,067,740.10 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 12/03/13 100 00/00/00 12/18/13 06/24/14 75 28 0 0 51% 75% PROGRESS UNSATISFACTORY ALIPANAH, FEREYDOON RESIDENT ENGINEER PROGRAM CAS145 DATE 05/28/14