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 04/21/16 EST. NO. 004 TIME 11:29 AM R.E. NAME: HAIDAR HADDADIN 06-0G9004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 750.00 E.W. @ F.A.(+) 031516 N 001 0 0001-1 -750.00 031516 N 001 0 DAO CORRECTING ENTRY 0001-2 750.00 031516 N 001 0 DAO CORRECTING ENTRY 0001-3 -750.00 031516 N 001 0 DAO CORRECTING ENTRY 003 0001 750.00 E.W. @ F.A.(+) 031516 N 001 0 010 0002 41,790.00 A.C. @ U.P.(+) 042016 N 002 0 011 0001 2,198.65 E.W. @ F.A.(+) 030216 N 0005.0 0002 2,263.48 030316 N 0006.0 0003 2,263.48 030416 N 0007.0 0004 1,867.48 030816 N 0008.0 0006 1,640.35 030916 N 0010.0 0007 1,931.04 031016 N 0011.0 0009 1,283.91 031116 N 0013.0 0011 1,658.16 031616 N 0016.0 0012 1,658.16 031816 N 0017.0 0013 1,640.35 032116 N 0018.0 0014 1,640.35 032216 N 0019.0 0015 1,640.35 032316 N 0020.0 0016 1,640.35 032416 N 0021.0 0017 1,640.35 032516 N 0022.0 67,506.46 TOTAL THIS ESTIMATE 142,690.78 TOTAL PREVIOUS ESTIMATE 210,197.24 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 04/21/16 EST. NO. 004 TIME 11:29 AM R.E. NAME: HAIDAR HADDADIN 06-0G9004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G9004 TIME 11:29 AM ESTIMATE NO. 004 BID OPENING 07/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 04/21/16 LOCATION PROGRESS ESTIMATE 06-MAD-41-11.7/13.4 ----------------- A. TEICHERT & SON INC. DBA IN MADERA COUNTY NEAR COARSEGOLD TEICHERT CONSTRUCTION FROM 0.3 MILES NORTH OF ROAD 208 TO 5771 S. TOYOTA AVE 2.0 MILES NORTH OF ROAD 208 FRESNO CA 93725 FED. AID NO. NHP-P041(128)E CONSTRUCT PASSING LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,200.0000 3,200.00 0.250 800 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.040 160.00 0.640 2,560 005 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.133 39,900.00 0.133 39,900 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 35,490.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,080.00 0.000 0 008 TEMPORARY PAVEMENT MARKER EA 5.0000 7,100.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,500.0000 30,500.00 0.133 4,056.50 0.133 4,056 010 TEMPORARY RAILING (TYPE K) LF 9.0000 99,900.00 0.000 0 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 0.000 0 012 JOB SITE MANAGEMENT LS 14,500.0000 14,500.00 0.000 0 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 6,930.00 0.000 0 017 TEMPORARY FIBER ROLL LF 4.0000 4,120.00 150.000 600.00 1,007.000 4,028 018 TEMPORARY SILT FENCE LF 3.0000 22,260.00 50.000 150.00 6,853.000 20,559 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 12,800.00 1.000 3,200.00 1.000 3,200 020 STREET SWEEPING LS 20,000.0000 20,000.00 0.133 2,660.00 0.133 2,660 021 TEMPORARY CONCRETE WASHOUT LS 3,250.0000 3,250.00 0.000 0 022 TEMPORARY FENCE (TYPE ESA) LF 4.0000 30,200.00 4,674.000 18,696 PROGRAM CAS145 PAGE 2 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G9004 TIME 11:29 AM ESTIMATE NO. 004 BID OPENING 07/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 1,940.00 0.000 0 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.2700 14,067.00 22,960.000 6,199 025 ABANDON CULVERT (LF) LF 22.0000 19,140.00 0.000 0 026 REMOVE FENCE (TYPE BW) LF 3.2000 52,480.00 17,902.000 57,286 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,550.00 0.000 0 028 REMOVE PAVEMENT MARKER EA 2.0000 112.00 0.000 0 029 REMOVE HEADWALL EA 800.0000 8,000.00 9.000 7,200.00 9.000 7,200 030 RELOCATE ROADSIDE SIGN EA 115.0000 460.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 20,950.00 0.000 0 032 SAND BACKFILL CY 117.8800 21,218.40 0.000 0 033 CLEARING AND GRUBBING (LS) LS 65,000.0000 65,000.00 1.000 65,000.00 1.000 65,000 034 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.133 13,300.00 0.133 13,300 035 DUST PALLIATIVE LS 7,500.0000 7,500.00 0.000 0 036 ROADWAY EXCAVATION CY 16.0000 408,000.00 10,925.000 174,800.00 10,925.000 174,800 037 ROCK EXCAVATION (CONTROLLED BLASTING) CY 23.0000 1,329,400.00 23,120.000 531,760.00 23,120.000 531,760 038 SHOULDER BACKING TON 80.0000 20,000.00 0.000 0 039 IMPORTED BORROW (CY) CY 20.5000 502,250.00 4,872.000 99,876.00 4,872.000 99,876 040 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0900 68,040.00 0.000 0 (SQFT) 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.3300 251,460.00 0.000 0 042 FIBER ROLLS LF 2.4000 113,520.00 0.000 0 043 COMPOST SQFT 0.3500 266,700.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.1000 76,200.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 812,000.00 12.080 483.20 12.080 483 046 PREPAVING INERTIAL PROFILER LS 3,000.0000 3,000.00 0.000 0 047 PREPAVING GRINDING DAY EA 5,500.0000 16,500.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 70.0000 1,260,000.00 38.210 2,674.70 38.210 2,674 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 841,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G9004 TIME 11:29 AM ESTIMATE NO. 004 BID OPENING 07/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER RUMBLE STRIP STA 52.0000 8,320.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 051 CENTERLINE RUMBLE STRIP STA 50.0000 7,000.00 0.000 0 (RHMA, GROUND-IN INDENTATIONS) 052 DATA CORE LS 3,000.0000 3,000.00 0.000 0 053 PLACE HOT MIX ASPHALT SQYD 30.0000 10,800.00 0.000 0 (MISCELLANEOUS AREA) 054 TACK COAT TON 510.0000 17,850.00 0.000 0 055 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 35,200.00 0.000 0 (F) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,680.00 0.000 0 (0.063"-UNFRAMED) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 720.00 0.000 0 (0.080"-UNFRAMED) 058 ROADSIDE SIGN - ONE POST EA 200.0000 2,400.00 0.000 0 059 24" REINFORCED CONCRETE PIPE LF 170.0000 331,500.00 1,288.000 218,960.00 1,288.000 218,960 060 48" REINFORCED CONCRETE PIPE LF 240.0000 50,400.00 0.000 0 061 102" CORRUGATED STEEL PIPE LF 550.0000 39,050.00 0.000 0 (0.168" THICK) 062 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 9,000.00 0.000 0 063 12" ENTRANCE TAPER EA 750.0000 3,000.00 0.000 0 064 12" STEEL FLARED END SECTION EA 750.0000 3,000.00 0.000 0 065 24" STEEL FLARED END SECTION EA 1,300.0000 14,300.00 0.000 0 066 48" STEEL FLARED END SECTION EA 3,800.0000 3,800.00 0.000 0 067 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 125.0000 31,250.00 0.000 0 (CY) 068 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 11,900.00 0.000 0 069 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 6.7000 106,530.00 16,841.000 112,834 070 DELINEATOR (CLASS 1) EA 70.0000 630.00 0.000 0 071 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 20,080.00 0.000 0 072 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 0.000 0 073 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,320.00 0.000 0 (BROKEN 36-12) 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 4,750.00 0.000 0 075 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 076 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G9004 TIME 11:29 AM ESTIMATE NO. 004 BID OPENING 07/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TIME-RELATED OVERHEAD (LS) LS 213,000.0000 213,000.00 0.133 28,329.00 0.133 28,329 PROGRAM CAS145 PAGE 5 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0G9004 TIME 11:29 AM ESTIMATE NO. 004 BID OPENING 07/02/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,193,109.40 1,419,462.70 ADJUSTMENT OF COMPENSATION 41,790.00 41,790.00 EXTRA WORK 25,716.46 168,407.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,260,615.86 1,629,659.94 078 MOBILIZATION LS 865,000.0000 865,000.00 0.250 216,250.00 0.750 648,750 ORIGINAL CONTRACT AMOUNT 8,708,937.40 TOTAL WORK COMPLETED 1,476,865.86 2,278,409.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,476,865.86 2,278,409.94 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 10/23/15 90 12/21/15 12/21/15 08/24/16 12 80 10 0 26% 12% PROGRESS IS SATISFACTORY HAIDAR HADDADIN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/16