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 07/26/17 EST. NO. 003 TIME 09:35 AM R.E. NAME: 10-0F2804 --------------------------------------------------------------------------- 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 07/26/17 EST. NO. 003 TIME 09:35 AM R.E. NAME: 10-0F2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 09:35 AM ESTIMATE NO. 003 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: DATE OF THIS ESTIMATE 07/26/17 LOCATION PROGRESS ESTIMATE 10-CAL-4-43.8/44.3 ----------------- K.W. EMERSON, INC. IN CALAVERAS COUNTY ON STATE ROUTE 413 W SAINT CHARLES 4 FROM WHITE PINES AND BIG TREES SAN ANDREAS CA 95244 STATE PARK ENTRANCE FED. AID NO. ACST-PP00-4(152)E CONSTRUCT WALL FOR SEDIMENT CONTROL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,155.0000 2,155.00 1.000 2,155 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 37,403.0000 37,403.00 0.100 3,740.30 0.600 22,441 003 TIME-RELATED OVERHEAD (WDAY) WDAY 580.0000 127,600.00 20.000 11,600.00 56.000 32,480 004 CONSTRUCTION AREA SIGNS LS 3,414.0000 3,414.00 0.500 1,707 005 TRAFFIC CONTROL SYSTEM LS 305,272.0000 305,272.00 0.100 30,527.20 0.300 91,581 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,593.0000 15,593.00 0.100 1,559.30 0.300 4,677 007 JOB SITE MANAGEMENT LS 385,376.0000 385,376.00 0.100 38,537.60 0.300 115,612 008 PREPARE STORM WATER POLLUTION PREVENTION LS 2,734.0000 2,734.00 1.000 2,734 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 37,000.00 0.000 0 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 510.0000 17,850.00 1.000 510.00 1.000 510 011 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 012 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 4,205.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 106.0000 1,908.00 4.000 424 014 TEMPORARY FIBER ROLL LF 3.2000 18,272.00 1,350.000 4,320 015 TEMPORARY REINFORCED SILT FENCE LF 2.2000 6,116.00 300.000 660.00 1,650.000 3,630 016 STREET SWEEPING LS 115,668.0000 115,668.00 0.100 11,566.80 0.300 34,700 017 TEMPORARY CONCRETE WASHOUT LS 40,509.0000 40,509.00 0.100 4,050.90 0.100 4,050 018 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 737.0000 7,370.00 0.000 0 019 TEMPORARY FENCE (TYPE ESA) LF 2.4000 2,280.00 800.000 1,920 020 TREATED WOOD WASTE LB 0.3000 1,272.00 0.000 0 021 REMOVE SNOW POLE MARKER EA 47.0000 470.00 5.000 235 022 REMOVE GUARDRAIL LF 13.6000 4,488.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 09:35 AM ESTIMATE NO. 003 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 10.0000 80.00 4.000 40 024 REMOVE ROADSIDE SIGN (METAL POST) EA 61.0000 61.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,680.00 130.000 520 026 REMOVE CULVERT (LF) LF 33.5000 7,705.00 0.000 0 027 REMOVE INLET EA 337.5000 1,350.00 2.000 675 028 REMOVE HEADWALL EA 400.0000 1,200.00 2.000 800 029 RESET MILEPOST MARKER EA 45.0000 90.00 0.000 0 030 RESET SNOW POLE MARKER EA 57.5000 920.00 0.000 0 031 CLEARING AND GRUBBING (LS) LS 184,704.0000 184,704.00 0.900 166,233 032 ROADWAY EXCAVATION CY 81.9000 741,195.00 3,200.000 262,080.00 8,350.000 683,865 033 ROCK EXCAVATION CY 82.8000 321,264.00 600.000 49,680.00 3,100.000 256,680 034 STRUCTURE EXCAVATION (RETAINING WALL) CY 48.5000 125,760.50 1,391.260 67,476.11 1,541.260 74,751 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) CY 74.0000 152,144.00 0.000 0 (F) 036 PERVIOUS BACKFILL MATERIAL (RETAINING CY 162.0000 26,892.00 0.000 0 (F) WALL) 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,701.0000 10,206.00 0.000 0 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0500 41,475.00 0.000 0 039 HYDROMULCH SQFT 0.1200 7,824.00 0.000 0 040 FIBER ROLLS LF 6.5000 36,335.00 0.000 0 041 COMPOST SQFT 0.2700 17,604.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 94.2000 102,678.00 761.550 71,738.01 858.550 80,875 043 PREPAVING INERTIAL PROFILER LS 3,957.0000 3,957.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 130.0000 283,400.00 534.250 69,452.50 534.250 69,452 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 32.1000 6,741.00 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 5.1000 9,384.00 0.000 0 (MISCELLANEOUS AREA) 047 TACK COAT TON 425.0000 2,125.00 1.040 442.00 1.040 442 048 STRUCTURAL CONCRETE, RETAINING WALL CY 2,228.0000 1,918,308.00 162.000 360,936.00 205.000 456,740 (F) 049 MINOR CONCRETE (MINOR STRUCTURE) CY 1,756.0000 61,460.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 09:35 AM ESTIMATE NO. 003 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ARCHITECTURAL TREATMENT SQFT 47.0000 25,756.00 0.000 0 (F) 051 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 153,466.30 14,363.000 18,671.90 21,633.000 28,122 (F) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 45.00 0.000 0 (0.063"-UNFRAMED) 053 ROADSIDE SIGN - ONE POST EA 283.5000 2,268.00 0.000 0 054 ROADSIDE SIGN - TWO POST EA 595.0000 595.00 0.000 0 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 432.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 420.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 057 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 374.00 0.000 0 058 PREPARE AND STAIN CONCRETE SQFT 6.5000 109,850.00 0.000 0 059 18" REINFORCED CONCRETE PIPE LF 252.0000 17,136.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 060 24" REINFORCED CONCRETE PIPE LF 143.0000 40,040.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 061 36" REINFORCED CONCRETE PIPE LF 259.0000 18,130.00 0.000 0 (CLASS III, RUBBER GASKET JOINT) 062 CLASS 1 PERMEABLE MATERIAL CY 168.0000 1,344.00 0.000 0 063 FILTER FABRIC (CLASS A) SQYD 5.0000 465.00 0.000 0 064 24" CONCRETE FLARED END SECTION EA 984.5000 3,938.00 0.000 0 065 36" CONCRETE FLARED END SECTION EA 1,320.0000 1,320.00 0.000 0 066 ROCK SLOPE PROTECTION CY 95.4000 59,148.00 0.000 0 (1/2 T, METHOD A) (CY) 067 ROCK SLOPE PROTECTION CY 139.0000 6,255.00 0.000 0 (LIGHT, METHOD B) (CY) 068 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 99.0000 13,860.00 0.000 0 (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.4000 4,266.00 0.000 0 070 MINOR CONCRETE (GUTTER) (CY) CY 397.0000 32,951.00 0.000 0 071 MINOR CONCRETE (CURB AND GUTTER) CY 440.0000 70,400.00 0.000 0 072 MISCELLANEOUS IRON AND STEEL LB 2.3000 7,958.00 0.000 0 073 DELINEATOR (CLASS 2) EA 57.0000 2,166.00 0.000 0 074 GUARD RAILING DELINEATOR EA 34.0000 204.00 0.000 0 075 OBJECT MARKER (TYPE L) EA 57.0000 171.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 09:35 AM ESTIMATE NO. 003 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 75.0000 18,750.00 0.000 0 077 VEGETATION CONTROL (MINOR CONCRETE) SQYD 204.0000 51,000.00 0.000 0 078 TRANSITION RAILING (TYPE WB-31) EA 3,969.0000 7,938.00 0.000 0 079 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,288.0000 6,576.00 0.000 0 080 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,835.0000 5,670.00 0.000 0 081 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 271.0000 602,433.00 0.000 0 (F) 082 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 3,944.00 0.000 0 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 084 TEMPORARY GRAVEL BAG BERM LF 7.4000 5,698.00 40.000 296 085 TEMPORARY STRAW BALE BARRIER LF 7.8000 4,524.00 36.000 280 PROGRAM CAS145 PAGE 5 DATE 07/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0F2804 TIME 09:35 AM ESTIMATE NO. 003 BID OPENING 09/21/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: DATE OF THIS ESTIMATE 07/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,003,228.62 2,142,954.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,003,228.62 2,142,954.72 086 MOBILIZATION LS 122,300.0000 122,300.00 0.200 24,460.00 0.950 116,185 ORIGINAL CONTRACT AMOUNT 6,609,288.80 TOTAL WORK COMPLETED 1,027,688.62 2,259,139.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,027,688.62 2,259,139.72 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 11/28/16 220 04/24/17 00/00/00 02/20/18 56 0 0 0 34% 25% PROGRESS IS SATISFACTORY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/17