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 06/21/16 EST. NO. 004 TIME 08:22 AM R.E. NAME: MUJTABA, ADIL 12-0N1404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 655.78 E.W. @ F.A.(+) 032416 N 5346 0 655.78 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 655.78 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 06/21/16 EST. NO. 004 TIME 08:22 AM R.E. NAME: MUJTABA, ADIL 12-0N1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1404 TIME 08:22 AM ESTIMATE NO. 004 BID OPENING 08/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: MUJTABA, ADIL DATE OF THIS ESTIMATE 06/21/16 LOCATION PROGRESS ESTIMATE 12-ORA-57-20.7/20.7 ----------------- ALL AMERICAN ASPHALT ON SR-57 SB ON-RAMP FROM LAMBERT PO BOX 2229 RD. CORONA CA 92878 FED. AID NO. HSNH- P -P(57) ,061- E ( ) SHOULDER WIDENING, MODIFY CURBS, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,550.0000 1,550.00 1.000 1,550 002 CONSTRUCTION AREA SIGNS LS 3,040.0000 3,040.00 0.500 1,520 003 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.250 15,000.00 0.750 45,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,900.0000 4,900.00 0.250 1,225.00 0.750 3,675 005 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,200.00 11.000 2,200 006 JOB SITE MANAGEMENT LS 1,030.0000 1,030.00 0.250 257.50 0.750 772 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,040.0000 3,040.00 1.000 3,040 008 TEMPORARY DRAINAGE INLET PROTECTION EA 257.5000 1,287.50 6.000 1,545 009 TEMPORARY FIBER ROLL LF 1.5500 4,541.50 599.000 928.45 1,000.000 1,550 010 STREET SWEEPING LS 4,500.0000 4,500.00 0.350 1,575.00 0.750 3,375 011 TEMPORARY CONCRETE WASHOUT LS 1,650.0000 1,650.00 1.000 1,650 012 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0300 2,369.00 2,369.000 2,440.07 2,369.000 2,440 STRIPE (HAZARDOUS WASTE) 013 TREATED WOOD WASTE LB 0.4100 2,160.70 1,459.000 598.19 2,770.000 1,135 014 REMOVE GUARDRAIL LF 31.4200 1,885.20 62.500 1,963 015 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 2,546.10 6,210.000 2,546.10 6,210.000 2,546 016 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3000 1,820.00 1,400.000 1,820.00 1,400.000 1,820 017 REMOVE PAVEMENT MARKER EA 1.0300 463.50 450.000 463.50 450.000 463 018 REMOVE ROADSIDE SIGN EA 216.0000 5,400.00 25.000 5,400.00 25.000 5,400 019 REMOVE ROADSIDE SIGN EA 98.0000 588.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 020 REMOVE ASPHALT CONCRETE DIKE LF 0.2300 328.90 1,430.000 328.90 1,430.000 328 021 REMOVE INLET EA 4,000.0000 4,000.00 1.000 4,000 022 REMOVE DELINEATOR EA 5.1500 51.50 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1404 TIME 08:22 AM ESTIMATE NO. 004 BID OPENING 08/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: MUJTABA, ADIL DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7400 13,432.80 7,920.000 13,780.80 7,920.000 13,780 024 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 346.0000 8,996.00 32.000 11,072 025 ROADWAY EXCAVATION CY 80.0000 52,000.00 643.000 51,440 026 ROADSIDE CLEARING LS 4,635.0000 4,635.00 0.200 927.00 0.900 4,171 027 PLANT (GROUP A) EA 20.6000 11,041.60 0.000 0 028 PLANT (GROUP B) EA 31.0000 186.00 0.000 0 029 MAINTAIN EXISTING PLANTED AREAS LS 2,060.0000 2,060.00 0.300 618.00 0.300 618 030 PLANT ESTABLISHMENT WORK LS 2,060.0000 2,060.00 0.000 0 031 WOOD MULCH CY 113.0000 7,345.00 0.000 0 032 CHECK AND TEST EXISTING IRRIGATION LS 1,030.0000 1,030.00 0.500 515 FACILITIES 033 OPERATE EXISTING IRRIGATION FACILITIES LS 1,030.0000 1,030.00 0.000 0 034 CONTROL AND NEUTRAL CONDUCTORS LS 7,200.0000 7,200.00 0.000 0 035 1 1/4" REMOTE CONTROL VALVE EA 980.0000 980.00 0.000 0 036 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 67.0000 603.00 0.000 0 037 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 72.0000 288.00 0.000 0 038 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.3000 3,255.00 0.000 0 LINE) 039 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.8000 1,176.00 0.000 0 (SUPPLY LINE) 040 3" PLASTIC PIPE (CLASS 315) LF 15.4000 154.00 0.000 0 (SUPPLY LINE) 041 BALL VALVE EA 515.0000 515.00 0.000 0 042 CLASS 2 AGGREGATE SUBBASE CY 62.0000 15,500.00 240.000 14,880 043 CLASS 2 AGGREGATE BASE (CY) CY 63.0000 4,410.00 66.000 4,158 044 LEAN CONCRETE BASE CY 250.0000 23,750.00 -3.000 -750.00 89.000 22,250 045 HIGH FRICTION SURFACE TREATMENT SQYD 39.0000 301,080.00 0.000 0 (MULTI COMPONENT RESIN) 046 HOT MIX ASPHALT (TYPE A) TON 140.0000 13,300.00 103.040 14,425.60 103.040 14,425 047 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 73,800.00 788.860 70,997.40 788.860 70,997 048 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.7500 5,437.50 1,167.000 4,376.25 1,167.000 4,376 049 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.7500 281.25 74.000 277.50 74.000 277 PROGRAM CAS145 PAGE 3 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1404 TIME 08:22 AM ESTIMATE NO. 004 BID OPENING 08/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: MUJTABA, ADIL DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.7500 93.75 25.000 93.75 25.000 93 051 PLACE HOT MIX ASPHALT SQYD 195.0000 2,925.00 15.000 2,925.00 15.000 2,925 (MISCELLANEOUS AREA) 052 TACK COAT TON 590.0000 885.00 0.000 0 053 JOINTED PLAIN CONCRETE PAVEMENT CY 330.0000 69,300.00 -13.000 -4,290.00 188.000 62,040 (RSC) 054 DRILL AND BOND (DOWEL BAR) EA 15.0000 1,350.00 90.000 1,350 055 DRILL AND BOND (TIE BAR) EA 16.6000 1,162.00 70.000 1,162 056 MINOR CONCRETE (MINOR STRUCTURE) CY 1,850.0000 11,100.00 6.000 11,100 (F) 057 MINOR CONRETE CY 4,800.0000 5,760.00 1.200 5,760 (F) (MINOR STRUCTURE-ANCHOR BLOCK) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,925.00 110.000 1,925.00 110.000 1,925 (0.063"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.6000 4,068.00 180.000 4,068.00 180.000 4,068 (0.080"-FRAMED) 060 ROADSIDE SIGN - ONE POST EA 355.0000 5,325.00 13.000 4,615.00 13.000 4,615 061 ROADSIDE SIGN - TWO POST EA 470.0000 5,640.00 14.000 6,580.00 14.000 6,580 062 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 113.0000 904.00 8.000 904.00 8.000 904 METHOD) 063 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,400.00 30.400 532.00 30.400 532 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5000 1,950.00 100.000 1,950.00 100.000 1,950 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.6000 618.00 123.000 2,533.80 123.000 2,533 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.6000 1,808.00 80.000 1,808.00 80.000 1,808 (0.080"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 16.4000 4,592.00 283.400 4,647.76 283.400 4,647 068 18" REINFORCED CONCRETE PIPE LF 480.0000 3,840.00 8.000 3,840 069 DETECTABLE WARNING SURFACE SQFT 7.7200 772.00 66.000 509 070 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 23,400.00 32.000 28,800 CURB RAMP) 071 MISCELLANEOUS IRON AND STEEL LB 6.2000 1,054.00 170.000 1,054 (F) 072 DELINEATOR (CLASS 1) EA 51.5000 1,699.50 0.000 0 073 GUARD RAILING DELINEATOR EA 43.7500 175.00 0.000 0 074 OBJECT MARKER (TYPE P) EA 206.0000 206.00 1.000 206.00 1.000 206 PROGRAM CAS145 PAGE 4 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1404 TIME 08:22 AM ESTIMATE NO. 004 BID OPENING 08/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: MUJTABA, ADIL DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 TRANSITION RAILING (TYPE WB-31) EA 3,765.0000 3,765.00 1.000 3,765.00 1.000 3,765 076 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,830.0000 3,830.00 1.000 3,830.00 1.000 3,830 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 2,579.20 0.000 0 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8200 967.60 0.000 0 079 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 3,720.00 0.000 0 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0300 226.60 0.000 0 (BROKEN 6-1) 081 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 1,198.80 0.000 0 (BROKEN 17-7) 082 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0300 339.90 0.000 0 083 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0600 515.00 0.000 0 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,650.0000 1,650.00 0.500 825.00 1.000 1,650 SYSTEM ELEMENTS DURING CONSTRUCTION 085 COMMUNICATION CONDUIT (CITY) LS 5,300.0000 5,300.00 0.300 1,590.00 1.000 5,300 086 RAMP METERING SYSTEM LS 29,000.0000 29,000.00 0.338 9,802.00 1.000 29,000 087 MODIFY SIGNAL AND LIGHTING LS 43,400.0000 43,400.00 0.202 8,766.80 1.000 43,400 PROGRAM CAS145 PAGE 5 DATE 06/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0N1404 TIME 08:22 AM ESTIMATE NO. 004 BID OPENING 08/11/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/16 R.E. NAME: MUJTABA, ADIL DATE OF THIS ESTIMATE 06/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 194,312.37 534,286.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 655.78 655.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 194,968.15 534,942.18 088 MOBILIZATION LS 62,000.0000 62,000.00 0.050 3,100.00 1.000 62,000 ORIGINAL CONTRACT AMOUNT 975,342.40 TOTAL WORK COMPLETED 198,068.15 596,942.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 198,068.15 596,942.18 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 09/22/15 180 03/15/16 03/15/16 07/26/16 65 3 0 0 59% 36% PROGRESS IS SATISFACTORY MUJTABA, ADIL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/16