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 06/18/19 EST. NO. 006 TIME 01:52 PM R.E. NAME: ELGHASSEIN, DEYA DEAN 03-1F2304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0002 19,182.90 E.W. @ L.S.(+) 061019 N 0010.1 004 0002 13,694.00 E.W. @ L.S.(+) 061019 N 0011.0 006 0001 7,980.50 E.W. @ L.S.(+) 061019 N 0012.0 40,857.40 TOTAL THIS ESTIMATE 11,059.49 TOTAL PREVIOUS ESTIMATE 51,916.89 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 06/18/19 EST. NO. 006 TIME 01:52 PM R.E. NAME: ELGHASSEIN, DEYA DEAN 03-1F2304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F2304 TIME 01:52 PM ESTIMATE NO. 006 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: ELGHASSEIN, DEYA DEAN DATE OF THIS ESTIMATE 06/18/19 LOCATION PROGRESS ESTIMATE 03-VAR ----------------- GRANITE ROCK COMPANY IN SACRAMENTO AND YOLO COUNTIES AT 5225 HELLYER AVENUE VARIOUS LOCATIONS SAN JOSE CA 95138 FED. AID NO. ACIM- 080-3(245)E INSTALL RAMP METERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500.00 0.960 4,800 003 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.100 2,000.00 0.960 19,200 004 TRAFFIC CONTROL SYSTEM LS 387,000.0000 387,000.00 0.150 58,050.00 0.860 332,820 005 TYPE III BARRICADE EA 100.0000 2,000.00 3.000 300.00 18.000 1,800 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.0000 3,540.00 1,180.000 3,540 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.150 1,500.00 0.910 9,100 008 TEMPORARY RAILING (TYPE K) LF 48.0000 74,880.00 1,560.000 74,880 009 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 6,000.00 2.000 6,000 010 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.150 750.00 0.860 4,300 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 012 MOVE-IN/MOVE-OUT EA 2,500.0000 2,500.00 1.000 2,500 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 1,170.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY COVER SQYD 80.0000 47,200.00 737.500 59,000 015 TEMPORARY CHECK DAM LF 3.5000 280.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 900.00 3.000 450 017 TEMPORARY FIBER ROLL LF 3.0000 13,440.00 1,900.000 5,700 018 TEMPORARY LARGE SEDIMENT BARRIER LF 7.0000 7,700.00 0.000 0 019 TEMPORARY SILT FENCE LF 5.0000 2,550.00 0.000 0 020 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 2.000 8,000 021 STREET SWEEPING LS 5,000.0000 5,000.00 0.300 1,500.00 0.810 4,050 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F2304 TIME 01:52 PM ESTIMATE NO. 006 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: ELGHASSEIN, DEYA DEAN DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 024 TREATED WOOD WASTE LB 0.5000 1,725.00 2,950.000 1,475 025 ROADWAY EXCAVATION CY 55.0000 264,550.00 2,607.500 143,412 026 SHOULDER BACKING T 90.0000 19,800.00 .000 03 027 STRUCTURE EXCAVATION (RETAINING WALL) CY 85.0000 62,900.00 740.000 62,90 (F) 028 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 51,700.00 940.000 51,70 (F) 029 IMPORTED BORROW (CY) CY 4.0000 3,400.00 0.000 030 REMOVE TREE EA 2,500.0000 10,000.00 4.000 10,00 031 WOOD MULCH CY 43.0000 23,220.00 0.000 032 REMOVE IRRIGATION FACILITY LS 5,000.0000 5,000.00 0.500 2,50 033 2" REMOTE CONTROL VALVE EA 750.0000 2,250.00 0.000 034 2" GATE VALVE EA 750.0000 750.00 0.000 035 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 2,750.00 0.000 (F) LINE) 036 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 3,000.00 0.000 (F) (SUPPLY LINE) 037 2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 180.00 0.000 (F) (SUPPLY LINE) 038 2" PLASTIC PIPE (CLASS 315) LF 15.0000 9,900.00 0.000 (F) (SUPPLY LINE) 039 3" PLASTIC PIPE (CLASS 315) LF 18.0000 8,640.00 0.000 (F) (SUPPLY LINE) 040 8" CORRUGATED HIGH DENSITY LF 67.0000 1,742.00 26.000 1,74 POLYETHYLENE PIPE CONDUIT 041 6" CORRUGATED STEEL PIPE CONDUIT LF 90.0000 1,350.00 0.000 (.064" THICK) 042 DRY SEED (SQFT) SQFT 0.0400 3,096.00 0.000 043 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 11,085.00 0.000 044 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 7.5000 1,875.00 0.000 045 FIBER ROLLS LF 2.7000 3,105.00 0.000 046 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 61,250.00 639.000 79,87 047 LIME TREATED SUB-BASE CY 100.0000 122,000.00 0.000 048 HIGH FRICTION SURFACE TREATMENT SQYD 44.0000 319,440.00 0.000 049 HOT MIX ASPHALT (TYPE A) T 155.0000 229,400.00 ,584.000 245,5203 1PROGRAM CAS145 PAGE DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F230 TIME 01:52 PM ESTIMATE NO. 00 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: ELGHASSEIN, DEYA DEAN DATE OF THIS ESTIMATE 06/18/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 HOT MIX ASPHALT-OPEN GRADED TON 250.0000 95,000.00 0.000 (OPEN GRADED FRICTION COURSE) 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 450.00 182.000 546.00 182.000 54 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 5,640.00 1,864.000 5,592.00 1,864.000 5,59 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,920.00 671.000 2,013.00 671.000 2,01 054 TACK COAT T 1,000.0000 6,900.00 .000 03 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 53,500.00 9,067.000 45,335.00 9,067.000 45,33 056 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 300,000.00 300.000 300,00 (F) 057 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,800.0000 9,520.00 2.970 8,31 (F) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 6,000.0000 11,400.00 1.880 11,28 (F) 059 BAR REINFORCING STEEL (RETAINING WALL) L 1.9000 9,470.00 31,300.000 59,4703 (F) 060 18" REINFORCED CONCRETE PIPE LF 500.0000 6,150.00 12.300 6,15 061 REMOVE CULVERT (LF) LF 200.0000 400.00 1.300 26 062 REMOVE INLET EA 1,200.0000 1,200.00 1.000 1,20 063 ADJUST INLET EA 3,500.0000 3,500.00 1.000 3,50 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 065 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,980.00 652.000 1,95 (F) 066 DELINEATOR (CLASS 1) EA 40.0000 1,720.00 0.000 067 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 2,400.00 0.000 068 RELOCATE ROADSIDE SIGN EA 220.0000 1,760.00 0.000 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 448.00 0.000 (0.063"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,100.00 0.000 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 550.00 0.000 072 ROADSIDE SIGN - ONE POST EA 350.0000 350.00 0.000 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,200.00 0.000 METHOD) 074 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 33.0000 21,120.00 595.000 19,635.00 640.000 21,12 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 140.0000 36,400.00 0.000 1PROGRAM CAS145 PAGE DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F230 TIME 01:52 PM ESTIMATE NO. 00 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: ELGHASSEIN, DEYA DEAN DATE OF THIS ESTIMATE 06/18/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 076 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 10,000.00 1.000 5,000.00 2.000 10,00 077 END ANCHOR ASSEMBLY (TYPE SFT) EA 885.0000 1,770.00 1.000 885.00 2.000 1,77 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,100.0000 20,400.00 3.000 15,300.00 4.000 20,40 079 REMOVE GUARDRAIL LF 15.0000 2,700.00 172.000 2,58 080 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 4,800.00 0.000 081 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,960.00 0.000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 082 6" THERMOPLASTIC TRAFFIC STRIPE LF 8.0000 320.00 0.000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 083 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 21,245.00 0.000 (ENHANCED WET NIGHT VISIBILITY) 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 4,300.00 0.000 (ENHANCED WET NIGHT VISIBILITY) 085 6" RUMBLE STRIP STA 3,000.0000 10,500.00 0.000 (ASPHALT CONCRETE PAVEMENT) 086 RAMP METERING SYSTEM LS 630,000.0000 630,000.00 0.310 195,300.00 0.810 510,30 087 CLOSED CIRCUIT TELEVISION SYSTEM LS 105,000.0000 105,000.00 0.300 31,50 088 MODIFYING EXISTING ELECTRICAL SYSTEM LS 280,000.0000 280,000.00 0.250 70,000.00 0.820 229,60 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 090 PLACE HOT MIX ASPHALT SQYD 70.0000 1,050.00 0.000 (MISCELLANEOUS AREA) 091 REMOVE OVERSIDE DRAIN EA 1,500.0000 3,000.00 2.000 3,00 1PROGRAM CAS145 PAGE DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F230 TIME 01:52 PM ESTIMATE NO. 00 BID OPENING 07/17/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/1 R.E. NAME: ELGHASSEIN, DEYA DEAN DATE OF THIS ESTIMATE 06/18/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 424,206.00 2,422,652.5 0 ADJUSTMENT OF COMPENSATION 0.00 0.0 0 EXTRA WORK 40,857.40 51,916.8 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 465,063.40 2,474,569.3 0092 MOBILIZATION LS 390,000.0000 390,000.00 1.000 390,00 0 ORIGINAL CONTRACT AMOUNT 3,961,391.00 0 TOTAL WORK COMPLETED 465,063.40 2,864,569.3 0 MATERIALS ON HAND ON SITE 111,194.1 0 DEDUCTIONS 0.00 0.0 0 TOTAL 465,063.40 2,975,763.5 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 10/08/18 45 01/07/19 01/07/19 07/16/19 27 87 3 0 73% 56% PROGRESS IS SATISFACTORY *** SUSPENDED ON 04/30/19. ELGHASSEIN, DEYA DEAN RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 06/18/19