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 12/23/14 EST. NO. 012 TIME 02:15 PM R.E. NAME: SANDOVAL, MARTIN 07-4H9004 --------------------------------------------------------------------------- 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 2,225.42 E.W. @ F.A.(+) 120914 N 002 0 2,225.42 TOTAL THIS ESTIMATE 67,148.41 TOTAL PREVIOUS ESTIMATE 69,373.83 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 12/23/14 EST. NO. 012 TIME 02:15 PM R.E. NAME: SANDOVAL, MARTIN 07-4H9004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 LOCATION PROGRESS ESTIMATE 07-LA-60-20.6/ .0 ----------------- POWELL CONSTRUCTORS INC IN LOS ANGELES COUNTY IN ROWLAND 8555 BANANA AVENUE HEIGHTS FR WESTBOUND OFFRAMP TO FONTANA CA 92335 NOGALES STREET FED. AID NO. NHP-P060(142)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.740 2,220 003 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 004 TYPE II BARRICADE EA 50.0000 250.00 5.000 250 005 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 390.00 39.000 1,170 006 TEMPORARY RAILING (TYPE K) LF 15.0000 12,900.00 1,160.000 17,400 007 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 28.000 7,000 008 JOB SITE MANAGEMENT LS 12,500.0000 12,500.00 1.000 12,500 009 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.100 250.00 1.000 2,500 PLAN 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 011 TEMPORARY SOIL BINDER SQYD 0.8000 1,120.00 0.000 0 012 TEMPORARY COVER SQYD 2.0000 3,360.00 1,554.000 3,108 013 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 600.00 2.000 600 014 TEMPORARY GRAVEL BAG BERM LF 3.5000 3,150.00 0.000 0 015 TEMPORARY SILT FENCE LF 4.0000 4,880.00 405.000 1,620 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 2.000 5,000 017 STREET SWEEPING LS 3,000.0000 3,000.00 1.000 3,000 018 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 1.000 4,000 019 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 2,220.00 889.000 2,667 STRIPE (HAZARDOUS WASTE) 020 TREATED WOOD WASTE LB 1.0000 180.00 0.000 0 021 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 2,090.00 1,300.000 1,300 022 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 1,200.00 178.000 712 PROGRAM CAS145 PAGE 2 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 1,914.00 1,564.000 3,440 024 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,080.00 356.000 1,068 025 REMOVE PAVEMENT MARKER EA 1.0000 150.00 84.000 84 026 REMOVE ROADSIDE SIGN EA 50.0000 150.00 3.000 150 027 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 1,410.00 629.000 1,887 028 RELOCATE ROADSIDE SIGN-ONE POST EA 225.0000 1,800.00 8.000 1,800 029 ADJUST INLET EA 2,000.0000 2,000.00 0.000 0 030 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 3,400.00 686.000 3,430 031 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 032 ROADWAY EXCAVATION CY 50.0000 29,000.00 794.170 39,708 033 ROADWAY EXCAVATION (TYPE Z-2) CY 220.0000 83,600.00 370.000 81,400 (AERIALLY DEPOSITED LEAD) 034 STRUCTURE EXCAVATION CY 20.0000 1,080.00 54.000 1,080 (F) 035 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 106,240.00 1,328.000 106,240 (F) 036 STRUCTURE BACKFILL CY 100.0000 1,500.00 15.000 1,500 (F) 037 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 58,640.00 1,466.000 58,640 (F) 038 PERVIOUS BACKFILL MATERIAL (RETAINING CY 90.0000 9,900.00 110.000 9,900 (F) WALL) 039 ROADSIDE CLEARING LS 100.0000 100.00 1.000 100 040 CULTIVATE SQYD 5.0000 1,600.00 320.000 1,600 041 SOIL AMENDMENT CY 60.0000 1,080.00 18.000 1,080 042 MULCH CY 40.0000 7,200.00 180.000 7,200 043 SLOW RELEASE OR CONTROLLED RELEASE LB 5.0000 355.00 71.000 355.00 71.000 355 FERTILIZER 044 PLANT (GROUP M) EA 2.0000 4,960.00 2,480.000 4,960 045 PLANT (GROUP B) EA 20.0000 1,240.00 62.000 1,240 046 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.100 300.00 0.100 300 047 CHECK AND TEST EXISTING IRRIGATION LS 5,000.0000 5,000.00 1.000 5,000 FACILITIES 048 MAINTAIN EXISTING IRRIGATION FACILITIES LS 1,000.0000 1,000.00 1.000 1,000 049 CONTROL AND NEUTRAL CONDUCTORS LS 1,000.0000 1,000.00 1.000 1,000 PROGRAM CAS145 PAGE 3 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" ELECTRIC REMOTE CONTROL VALVE EA 400.0000 800.00 2.000 800 051 PLASTIC PIPE IRRIGATION LINE WITH LF 1.5000 4,290.00 2,860.000 4,290 EMITTERS 052 SPRINKLER (TYPE C-2) EA 20.0000 1,240.00 62.000 1,240.00 62.000 1,240 053 FILTER ASSEMBLY UNIT EA 150.0000 150.00 1.000 150 054 2" GATE VALVE EA 450.0000 450.00 1.000 450 055 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 2,130.00 710.000 2,130 (F) LINE) 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 100.00 25.000 100 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 4,400.00 880.000 4,400 (F) (SUPPLY LINE) 058 AIR/VACUUM RELIEF VALVE EA 50.0000 50.00 1.000 50 059 AUTMOTIC FLUSH VALVE EA 150.0000 150.00 1.000 150 060 BALL VALVE EA 250.0000 500.00 2.000 500 061 EXTEND 8" CONDUIT LF 150.0000 2,250.00 15.000 2,250 062 RECYCLED WATER WARNING SIGNS LS 250.0000 250.00 1.000 250 063 CLASS 3 AGGREGATE BASE (CY) CY 50.0000 33,500.00 660.620 33,031 064 BASE BOND BREAKER SQYD 2.0000 2,280.00 1,115.950 2,231 065 LEAN CONCRETE BASE CY 130.0000 29,900.00 211.460 27,489 066 LEAN CONCRETE BASE RAPID SETTING CY 250.0000 27,500.00 112.960 28,240 067 HOT MIX ASPHALT (TYPE A) TON 105.0000 29,400.00 378.280 39,719 068 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 25.0000 250.00 223.000 5,575 069 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 25.0000 2,475.00 92.000 2,300 070 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 43,200.00 138.750 33,300 071 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 84,000.00 214.630 85,852 (RAPID STRENGTH CONRETE) 072 FURNISH STEEL PILING (HP 10 X 57) LF 32.0000 190,976.00 5,968.000 190,976 073 DRIVE STEEL PILE (HP 10 X 57) EA 1,300.0000 197,600.00 152.000 197,600 074 STRUCTURAL CONCRETE CY 900.0000 16,200.00 18.000 16,200 (F) 075 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 222,400.00 556.000 222,400 (F) 076 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 20,700.00 9.370 21,551 (F) PROGRAM CAS145 PAGE 4 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) CY 190.0000 5,130.00 27.000 5,130 (F) 078 BAR REINFORCING STEEL LB 1.5000 3,105.00 2,070.000 3,105 (F) 079 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 66,816.75 63,635.000 66,816 (F) 080 METAL (BARRIER MOUNTED SIGN) LB 9.0000 1,710.00 271.000 2,439 081 ROADSIDE SIGN - ONE POST EA 240.0000 480.00 1.000 240 082 24" REINFORCED CONCRETE PIPE LF 200.0000 8,400.00 42.000 8,400 083 18" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 36,000.00 315.500 37,860 084 ROCK SLOPE PROTECTION CY 200.0000 1,200.00 6.000 1,200 (F) (FACING, METHOD B) (CY) 085 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 5,400.00 11.320 5,094 086 MISCELLANEOUS IRON AND STEEL LB 1.5000 3,286.50 2,191.000 3,286 (F) 087 FRAME AND GRATE EA 850.0000 5,950.00 7.000 5,950 088 MISCELLANEOUS METAL LB 2.5000 3,412.50 1,365.000 3,412 (F) 089 MISCELLANEOUS METAL (SCREENED PIPE) LB 20.0000 21,820.00 1,091.000 21,820 (F) 090 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 2,000.00 50.000 2,000 091 VEGETATION CONTROL (MINOR CONCRETE) SQYD 90.0000 5,040.00 48.400 4,356 092 TRANSITION RAILING (TYPE WB) EA 3,400.0000 3,400.00 1.000 3,400 093 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200 094 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 2,850.00 1.000 2,850 095 CONCRETE BARRIER (TYPE 732A) LF 90.0000 43,110.00 479.000 43,110 (F) 096 CONCRETE BARRIER (TYPE 732B) LF 120.0000 7,080.00 59.000 7,080 (F) 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,830.00 2,101.000 2,101 098 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 780.000 3,900 099 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,080.00 1,350.000 1,350 (BROKEN 16-8) 100 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 2,320.00 2,504.000 2,504 101 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 1,050.00 293.000 1,025 102 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 840.00 76.000 456 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 16.0000 912.00 54.000 864 PROGRAM CAS145 PAGE 5 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 105 MODIFY RAMP METERING SYSTEM LS 17,000.0000 17,000.00 0.100 1,700.00 1.000 17,000 106 MODIFY SIGNAL AND LIGHTING LS 12,000.0000 12,000.00 0.200 2,400.00 1.000 12,000 PROGRAM CAS145 PAGE 6 DATE 12/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-4H9004 TIME 02:15 PM ESTIMATE NO. 012 BID OPENING 10/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/14 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 12/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,245.00 1,710,386.65 ADJUSTMENT OF COMPENSATION 0.00 12,968.11 EXTRA WORK 2,225.42 56,405.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,470.42 1,779,760.48 107 MOBILIZATION LS 177,000.0000 177,000.00 1.000 177,000 ORIGINAL CONTRACT AMOUNT 1,876,702.75 TOTAL WORK COMPLETED 8,470.42 1,956,760.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 8,470.42 1,956,760.48 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 12/03/13 310 01/09/14 12/18/13 04/30/15 190 21 5 0 95% 60% PROGRESS IS SATISFACTORY SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/14