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 07/20/22 EST. NO. 003 TIME 09:20 PM R.E. NAME: PHUNG THANH 04-4J0304 --------------------------------------------------------------------------- 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 07/20/22 EST. NO. 003 TIME 09:20 PM R.E. NAME: PHUNG THANH 04-4J0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J0304 TIME 09:20 PM ESTIMATE NO. 003 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PHUNG THANH DATE OF THIS ESTIMATE 07/20/22 LOCATION RERUN PROGRESS ESTIMATE 04-SCL-101-0.8/0.8 ----------------------- BEADOR CONSTRUCTION COMPANY, NEAR GILROY AT SARGENT BRIDGE AND INC. OVERHEAD NO. 37-006L PERMANENT 26320 LESTER CIRCLE; RESTORATION OF ROADWAY SETTLEMENT CORONA CA 92883 AND SOUTHERN ABUTMENT WINGWALL MOVEMENT FED. AID NO. STER-27F6(1)E INJECT FOUNDATION GROUT, CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 70,000.00 21.000 21,000.00 55.000 55,000 003 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.000 0 004 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 0.150 20,250.00 0.630 85,050 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 30,000.00 15.000 7,500.00 19.000 9,500 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 8.5000 4,420.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 300.00 0.000 0 008 PORTABLE RADAR SPEED FEEDBACK SIGN EA 110.0000 13,200.00 0.000 0 SYSTEM DAY 009 TEMPORARY PAVEMENT MARKER EA 22.0000 220.00 0.000 0 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,250.0000 33,000.00 2.000 16,500.00 2.000 16,500 011 TEMPORARY RAILING (TYPE K) LF 40.0000 24,800.00 500.000 20,000 012 TEMPORARY CRASH CUSHION MODULE EA 510.0000 7,140.00 0.000 0 013 TEMPORARY RADAR SPEED FEEDBACK EA 5,500.0000 11,000.00 0.000 0 SIGN SYSTEM 014 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.150 3,750.00 0.620 15,500 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,000.0000 3,000.00 1.000 3,000 016 TEMPORARY COVER SQYD 10.0000 2,800.00 0.000 0 017 TEMPORARY DRAINAGE INLET PROTECTION EA 440.0000 2,200.00 3.000 1,320.00 5.000 2,200 018 TEMPORARY FIBER ROLL LF 6.0000 4,440.00 740.000 4,440 019 TEMPORARY SILT FENCE LF 12.0000 5,400.00 450.000 5,400 020 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 13,000.00 0.000 0 021 STREET SWEEPING LS 50,000.0000 50,000.00 0.150 7,500.00 0.630 31,500 022 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.150 1,500.00 0.630 6,300 PROGRAM CAS145 PAGE 2 DATE 07/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J0304 TIME 09:20 PM ESTIMATE NO. 003 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PHUNG THANH DATE OF THIS ESTIMATE 07/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 024 ROADWAY EXCAVATION CY 120.0000 78,000.00 650.000 78,000 025 SOIL DENSIFICATION LB 5.2500 131,250.00 5,852.340 30,724.79 18,352.340 96,349 (HIGH DENSITY POLYURETHANE) 026 ROADSIDE CLEARING LS 2,200.0000 2,200.00 0.000 0 027 SOIL AMENDMENT CY 300.0000 540.00 0.000 0 028 PACKET FERTILIZER EA 2.0000 220.00 0.000 0 029 PLANT (GROUP A) EA 39.0000 1,755.00 0.000 0 030 PLANT (GROUP B) EA 55.0000 1,650.00 0.000 0 031 PLANT ESTABLISHMENT WORK LS 38,500.0000 38,500.00 0.000 0 032 WOOD MULCH CY 290.0000 1,305.00 0.000 0 033 FOLIAGE PROTECTOR EA 115.0000 8,625.00 0.000 0 034 1 1/2" WYE STRAINER ASSEMBLY EA 770.0000 770.00 0.000 0 035 1 1/2" GALVANIZED STEEL PIPE LF 110.0000 1,650.00 0.000 0 (F) (SUPPLY LINE) 036 RISER SPRINKLER ASSEMBLY EA 58.0000 4,350.00 0.000 0 037 CAM COUPLER ASSEMBLY EA 1,650.0000 1,650.00 0.000 0 038 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 5,390.00 0.000 0 (F) LINE) 039 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 18.0000 1,080.00 0.000 0 (F) LINE) 040 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 22.0000 2,288.00 0.000 0 (F) (SUPPLY LINE) 041 PRESSURE REGULATING VALVE EA 770.0000 770.00 0.000 0 042 CHECK VALVE EA 440.0000 1,320.00 0.000 0 043 BALL VALVE EA 550.0000 550.00 0.000 0 044 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 3,300.0000 6,600.00 1.000 3,300 045 IMPORTED TOPSOIL (CY) CY 130.0000 27,300.00 0.000 0 046 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.1000 15,070.00 0.000 0 047 HYDROMULCH SQFT 0.1000 1,880.00 0.000 0 048 FIBER ROLLS LF 5.5000 7,150.00 0.000 0 049 HYDROSEED SQFT 0.3000 5,640.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J0304 TIME 09:20 PM ESTIMATE NO. 003 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PHUNG THANH DATE OF THIS ESTIMATE 07/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COMPOST (CY) CY 110.0000 4,180.00 0.000 0 051 INCORPORATE MATERIALS SQFT 0.2000 1,680.00 0.000 0 052 CLASS 2 AGGREGATE BASE (CY) CY 390.0000 5,460.00 0.000 0 053 LEAN CONCRETE BASE RAPID SETTING CY 750.0000 47,250.00 0.000 0 054 HOT MIX ASPHALT (TYPE A) TON 220.0000 77,000.00 0.000 0 055 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 4.7000 4,418.00 0.000 0 (PAVING MAT) 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 21.0000 9,450.00 0.000 0 057 TACK COAT TON 3,465.0000 8,662.50 0.000 0 058 REMOVE ASPHALT CONCRETE DIKE LF 12.0000 5,400.00 450.000 5,400 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 32.0000 18,560.00 0.000 0 060 CONCRETE PAVEMENT TRANSITION CY 1,600.0000 32,000.00 0.000 0 PANEL (RSC) 061 FURNISH 24" STEEL PIPE PILING LF 625.0000 78,125.00 125.000 78,125 062 DRIVE 24" STEEL PIPE PILE EA 50,000.0000 100,000.00 2.000 100,000 063 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 31,500.00 0.000 0 064 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,650.0000 193,050.00 0.000 0 (F) (TYPE R) 065 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,425.0000 27,400.00 8.000 27,400 (F) 066 PAVING NOTCH EXTENSION CF 305.0000 32,330.00 0.000 0 067 STRUCTURAL CONCRETE (PILE CAP) CY 5,250.0000 42,000.00 8.000 42,000 (F) 068 BONDED JOINT SEAL (MR 2") LF 115.0000 17,710.00 0.000 0 069 18" ALTERNATIVE PIPE CULVERT LF 180.0000 48,600.00 270.000 48,600 070 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 15,950.00 58.000 15,950 (F) 071 18" BITUMINOUS COATED CORRUGATED STEEL LF 625.0000 13,750.00 22.000 13,750.00 22.000 13,750 PIPE (.109" THICK) 072 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 33.0000 7,590.00 0.000 0 073 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 44.0000 3,960.00 90.000 3,960 074 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 325.0000 20,475.00 31.500 10,237.50 31.500 10,237 (.109" THICK) 075 18" ANCHOR ASSEMBLY EA 825.0000 18,150.00 11.000 9,075.00 11.000 9,075 076 REMOVE ENTRANCE TAPER EA 1,100.0000 2,200.00 2.000 2,200.00 2.000 2,200 PROGRAM CAS145 PAGE 4 DATE 07/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J0304 TIME 09:20 PM ESTIMATE NO. 003 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PHUNG THANH DATE OF THIS ESTIMATE 07/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE DOWNDRAIN (EA) EA 3,300.0000 6,600.00 2.000 6,600.00 2.000 6,600 078 ROCK SLOPE PROTECTION CY 160.0000 76,800.00 480.000 76,800 (3/8T, CLASS VI, METHOD A) (CY) 079 ROCK SLOPE PROTECTION CY 1,100.0000 5,500.00 5.000 5,500 (60 LB, CLASS II, METHOD B) (CY) 080 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.4000 2,738.00 370.000 2,738 081 MINOR CONCRETE (GUTTER DEPRESSION) CY 3,200.0000 19,200.00 0.000 0 082 MISCELLANEOUS IRON AND STEEL LB 7.0000 11,410.00 1,630.000 11,410 (F) 083 ROCK STAIN SQFT 33.0000 16,500.00 0.000 0 084 GUARD RAILING DELINEATOR EA 80.0000 1,520.00 0.000 0 085 PAVEMENT MARKER (RETROREFLECTIVE) EA 30.0000 510.00 0.000 0 086 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 60.0000 26,400.00 0.000 0 087 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 25,000.00 0.000 0 088 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,650.0000 1,650.00 0.000 0 089 6" THERMOPLASTIC TRAFFIC STRIPE LF 14.5000 4,350.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 9.0000 5,490.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 5 DATE 07/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4J0304 TIME 09:20 PM ESTIMATE NO. 003 BID OPENING 12/14/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: PHUNG THANH DATE OF THIS ESTIMATE 07/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 151,907.29 932,285.29 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 151,907.29 932,285.29 091 MOBILIZATION LS 201,358.5000 201,358.50 0.950 191,290 ORIGINAL CONTRACT AMOUNT 2,112,300.00 TOTAL WORK COMPLETED 151,907.29 1,123,575.87 MATERIALS ON HAND ON SITE 21,484.00 21,484.00 DEDUCTIONS 0.00 0.00 TOTAL 173,391.29 1,145,059.87 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 02/02/22 320 00/00/00 05/03/22 08/11/22 55 1 0 0 53% 17% PROGRESS IS SATISFACTORY PHUNG THANH RESIDENT ENGINEER