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 07/24/17 EST. NO. 004 TIME 05:13 PM R.E. NAME: LEVINE GARY 11-421604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 213.17 E.W. @ F.A.(+) 052317 N 523170 213.17 TOTAL THIS ESTIMATE 2,134.93 TOTAL PREVIOUS ESTIMATE 2,348.10 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 07/24/17 EST. NO. 004 TIME 05:13 PM R.E. NAME: LEVINE GARY 11-421604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL APR 17 CPR -10,000.00 002 DEL MAY 17 CPR -6,000.00 003 PRTL APR 17 DEL 3,000.00 003 0.00 -13,000.00 TOTAL DEDUCTIONS 0.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 LOCATION PROGRESS ESTIMATE 11-SD-78-13.0/14.1 ----------------- WESTERN RIM CONSTRUCTORS, IN SAN DIEGO COUNTY IN SAN MARCOS INC. FROM 0.1 MILE EAST OF TWIN OAKS 621 S ANDREASEN DRIVE, SUITE VALLEY ROAD OVERCROSSING TO 0.2 ESCONDIDO CA 92029 MILE WEST OF WOODLAND PARKWAY UNDERCROSSING FED. AID NO. ACNH-PP07-8(118)E CONSTRUCT EASTBOUND AND WESTBOUND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,500.0000 375,000.00 21.000 31,500.00 82.000 123,000 004 CONSTRUCTION AREA SIGNS LS 20,900.0000 20,900.00 0.750 15,675 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.084 6,300.00 0.328 24,600 006 TYPE III BARRICADE EA 39.0000 429.00 0.000 0 007 TRAFFIC PLASTIC DRUM EA 38.4900 1,578.09 18.000 692.82 24.000 923 008 TEMPORARY RADAR SPEED SIGN EA 12,000.0000 24,000.00 1.000 12,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 40,000.00 2.000 8,000.00 5.000 20,000 010 TEMPORARY RAILING (TYPE K) LF 19.8500 188,178.00 3,240.000 64,314.00 7,900.000 156,815 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 15,000.00 3.000 9,000.00 4.000 12,000 SYSTEM 012 JOB SITE MANAGEMENT LS 40,300.0000 40,300.00 0.084 3,385.20 0.328 13,218 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,150.0000 2,150.00 0.033 70.95 0.631 1,356 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 12,000.00 1.000 500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 10,200.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 017 TEMPORARY CHECK DAM LF 10.0000 300.00 0.000 0 018 TEMPORARY DRAINAGE INLET PROTECTION EA 428.5700 5,999.98 3.000 1,285.71 8.000 3,428 019 TEMPORARY FIBER ROLL LF 3.0000 34,800.00 1,000.000 3,000.00 4,710.000 14,130 020 TEMPORARY GRAVEL BAG BERM LF 5.0000 200.00 0.000 0 021 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 10,500.00 0.000 0 022 STREET SWEEPING LS 10,000.0000 10,000.00 0.084 840.00 0.328 3,280 PROGRAM CAS145 PAGE 2 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.328 1,968.00 0.328 1,968 024 TREATED WOOD WASTE LB 0.4800 4,992.00 0.000 0 025 ABANDON CULVERT (LF) LF 17.5000 8,575.00 0.000 0 026 REMOVE CHAIN LINK FENCE LF 21.1000 2,110.00 0.000 0 027 REMOVE GUARDRAIL LF 13.4000 7,102.00 203.000 2,720.20 279.000 3,738 028 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 0.000 0 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 13,740.00 6,075.000 1,822.50 15,410.000 4,623 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,640.00 1,282.000 512.80 2,788.000 1,115 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 420.00 22.000 44 032 REMOVE ROADSIDE SIGN EA 75.0000 900.00 5.000 375.00 5.000 375 033 REMOVE SIGN STRUCTURE (EA) EA 3,512.0000 17,560.00 0.000 0 034 REMOVE INLET EA 659.7100 4,617.97 3.000 1,979 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16.2000 18,954.00 0.000 0 036 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 0.500 10,000.00 1.000 20,000 037 DUST PALLIATIVE LS 5,000.0000 5,000.00 0.084 420.00 0.328 1,640 038 ROADWAY EXCAVATION CY 49.8800 343,673.20 669.240 33,381.69 2,402.640 119,843 039 ROADWAY EXCAVATION (TYPE Z-2) CY 180.0000 412,200.00 2,250.000 405,000 (AERIALLY DEPOSITED LEAD) 040 ROCK EXCAVATION CY 56.9500 348,534.00 2,809.000 159,972 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 71.6500 30,522.90 0.000 0 (F) 042 STRUCTURE BACKFILL (RETAINING WALL) CY 57.1000 10,392.20 0.000 0 (F) 043 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 2,000.00 0.000 0 (F) WALL) 044 DITCH EXCAVATION CY 71.0000 4,970.00 0.000 0 045 CHECK AND TEST EXISTING IRRIGATION LS 1,000.0000 1,000.00 0.000 0 FACILITIES 046 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 11,220.00 0.000 0 (SQFT) 047 COMPOST SOCK LF 7.4000 47,212.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 51.5400 297,385.80 0.000 0 049 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,900.0000 2,030.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 99.0000 301,950.00 0.000 0 051 MINOR HOT MIX ASPHALT TON 131.5800 5,000.04 0.000 0 052 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 147.0000 260,190.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 900.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 14,050.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 225.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE LF 5.0000 240.00 0.000 0 (TYPE C MODIFIED) 057 PLACE HOT MIX ASPHALT SQYD 119.0500 2,500.05 0.000 0 (MISCELLANEOUS AREA) 058 TACK COAT TON 2,900.0000 8,700.00 0.000 0 059 60" CAST-IN-DRILLED-HOLE CONCRETE LF 885.0000 88,500.00 0.000 0 PILE (SIGN FOUNDATION) 060 STRUCTURAL CONCRETE, RETAINING WALL CY 572.7700 156,938.98 0.000 0 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) CY 343.0000 9,604.00 6.600 2,263.80 6.600 2,263 (F) 062 FRACTURED RIB TEXTURE SQFT 34.9300 33,986.89 0.000 0 (F) 063 DRILL AND BOND DOWEL LF 113.6400 1,250.04 0.000 0 064 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2200 31,530.90 0.000 0 (F) 065 FURNISH SIGN STRUCTURE (TRUSS) LB 2.6800 200,169.20 0.000 0 (F) 066 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2300 17,178.70 0.000 0 (F) 067 ROADSIDE SIGN - ONE POST EA 285.0000 1,425.00 0.000 0 068 ROADSIDE SIGN - TWO POST EA 1,195.0000 7,170.00 0.000 0 069 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 625.00 0.000 0 METHOD) 070 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 0.000 0 EXISTING POST 071 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.7500 19,475.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 999.70 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 2,530.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8300 1,499.76 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7400 5,000.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 5,950.00 0.000 0 077 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 078 24" REINFORCED CONCRETE PIPE LF 136.5700 9,559.90 10.900 1,488.61 28.300 3,864 079 30" REINFORCED CONCRETE PIPE LF 292.4400 2,631.96 9.000 2,631 080 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 48.6900 14,120.10 0.000 0 081 18" BITUMINOUS COATED PAVED INVERT LF 158.5600 5,708.16 0.000 0 CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) 082 ROCK SLOPE PROTECTION CY 476.2500 952.50 0.000 0 (F) (FACING, METHOD B) (CY) 083 CONCRETE (DITCH LINING) CY 410.0000 65,600.00 0.000 0 084 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 358.8600 2,512.02 0.000 0 085 MINOR CONCRETE (MISCELLANEOUS CY 650.1000 78,012.00 0.000 0 CONSTRUCTION) 086 MISCELLANEOUS IRON AND STEEL LB 2.2500 6,102.00 726.000 1,633.50 726.000 1,633 (F) 087 TEMPORARY FENCE (TYPE CL-6) LF 32.0000 3,520.00 0.000 0 088 CHAIN LINK FENCE (TYPE CL-6) LF 38.5000 3,850.00 0.000 0 089 GUARD RAILING DELINEATOR EA 25.0000 100.00 0.000 0 090 MIDWEST GUARDRAIL SYSTEM LF 96.0000 3,648.00 0.000 0 091 CABLE RAILING LF 33.3000 8,158.50 0.000 0 (F) 092 END ANCHOR ASSEMBLY (TYPE SFT) EA 830.0000 830.00 0.000 0 093 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,750.0000 3,750.00 0.000 0 094 ALTERNATIVE CRASH CUSHION EA 32,100.0000 96,300.00 0.000 0 095 CONCRETE BARRIER (TYPE 60) LF 63.7000 150,332.00 0.000 0 096 CONCRETE BARRIER (TYPE 60D) LF 84.5800 21,145.00 0.000 0 097 CONCRETE BARRIER (TYPE 60G) LF 93.5000 57,970.00 0.000 0 098 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 300.0000 19,800.00 0.000 0 099 CONCRETE BARRIER (TYPE 736B) LF 150.0000 12,150.00 0.000 0 (F) 100 CONCRETE BARRIER TRANSITION LF 280.0000 25,200.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 101 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 534.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 102 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1400 1,498.00 0.000 0 103 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 6,336.00 13,135.000 2,364.30 34,027.000 6,124 104 4" TRAFFIC STRIPE TAPE (WARRANTY) LF 2.6000 59,540.00 0.000 0 105 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.6000 33,732.00 0.000 0 106 8" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.3000 21,070.00 0.000 0 107 8" TRAFFIC STRIPE TAPE (BROKEN 12-3) LF 3.5000 13,475.00 0.000 0 (WARRANTY) 108 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.2000 53,900.00 0.000 0 (WARRANTY) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,640.00 508.000 558.80 1,372.000 1,509 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 5,539.00 216.000 626.40 581.000 1,684 111 LIGHTING SYSTEM LS 286,500.0000 286,500.00 0.000 0 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 18" BITUMINOUS COATED PAVED INVERT LF 476.1905 1,000.00 0.000 0 CORRUGATED STEEL PIPE (.064" THICK) 114 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 56,000.00 6.940 27,760.00 6.940 27,760 (F) 115 36" BITUMINOUS COATED CORRUGATED STEEL LF 280.7000 1,403.50 0.000 0 PIPE (.064" THICK) PROGRAM CAS145 PAGE 6 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-421604 TIME 05:13 PM ESTIMATE NO. 004 BID OPENING 12/13/16 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: LEVINE GARY DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,284.28 1,173,949.68 ADJUSTMENT OF COMPENSATION 0.00 750.00 EXTRA WORK 213.17 1,598.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 218,497.45 1,176,297.78 116 MOBILIZATION LS 535,000.0000 535,000.00 0.200 107,000.00 0.950 508,250 ORIGINAL CONTRACT AMOUNT 5,351,494.24 TOTAL WORK COMPLETED 325,497.45 1,684,547.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,000.00 TOTAL 325,497.45 1,671,547.78 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 02/06/17 250 03/23/17 04/03/17 03/26/18 82 0 0 0 31% 33% PROGRESS IS SATISFACTORY LEVINE GARY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/17