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 10/19/12 EST. NO.07 TIME 01:41 PM R.E. NAME: NGUYEN, HUNG V. 04-0C8804 --------------------------------------------------------------------------- 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 0001 41,965.00 E.W. @ L.S.(+) 073012 N 1 0 41,965.00 TOTAL THIS ESTIMATE 10,226.74 TOTAL PREVIOUS ESTIMATE 52,191.74 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 10/19/12 EST. NO.07 TIME 01:41 PM R.E. NAME: NGUYEN, HUNG V. 04-0C8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C8804 TIME 01:41 PM ESTIMATE NO. 07 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 10/19/12 LOCATION PROGRESS ESTIMATE 04-SCL-85-R18.0/R24.1 ----------------- PAVEX CONSTRUCTION DIVISION IN SANTA CLARA COUNTY IN 120 GRANITE ROCK WAY CUPERTINO,SUNNYVALE AND MOUNTAIN SAN JOSE CA 95136 VIEW FROM 0.3 MILE NORTH OF STEVENS CREEK BLVD OVERCROSSING TO ROUTE 85/101 SEPARATION. FED. AID NO. ACST-PP08(505)1E GRIND AND REPLACE CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.020 10,000.00 1.000 500,000 003 CONSTRUCTION SITE MANAGEMENT LS 3,000.0000 3,000.00 0.020 60.00 1.000 3,000 004 PREPARE WATER POLLUTION CONTROL LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM 005 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 79,500.00 258.000 38,700.00 458.000 68,700 006 STREET SWEEPING LS 1.0000 1.00 1.000 1 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 1.000 25,000 008 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.750 30,000 009 TRAFFIC CONTROL SYSTEM LS 245,000.0000 245,000.00 0.020 4,900.00 1.000 245,000 010 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 63,420.00 12,557.000 8,789.90 66,557.000 46,589 STRIPE (HAZARDOUS WASTE) 012 NOISE MONITORING LS 1.0000 1.00 1.000 1 013 REMOVE METAL BEAM GUARD RAILING LF 15.0000 27,900.00 1,590.000 23,850 014 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 52,500.00 93,782.000 46,891.00 104,282.000 52,141 015 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 10,200.00 3,394.000 10,182.00 3,394.000 10,182 016 REMOVE PAVEMENT MARKER EA 2.0000 36,600.00 18,300.000 36,600 017 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 25,200.00 11,640.000 23,280 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 194,000.00 48,500.000 48,500.00 194,000.000 194,000 019 REMOVE UNSOUND CONCRETE CF 130.0000 3,120.00 24.000 3,120 020 REMOVE CRASH CUSHION (SAND FILLED) EA 1,200.0000 8,400.00 2.000 2,400.00 8.000 9,600 021 BRIDGE REMOVAL (PORTION) LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000 022 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 2 DATE 10/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C8804 TIME 01:41 PM ESTIMATE NO. 07 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 10/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 AGGREGATE BASE (APPROACH SLAB) CY 50.0000 1,850.00 37.000 1,850 024 ASPHALTIC EMULSION (FOG SEAL COAT) TON 100.0000 2,000.00 14.020 1,402 025 CRACK TREATMENT LNMI 5,000.0000 5,000.00 1.000 5,000 026 HOT MIX ASPHALT (TYPE A) TON 100.0000 57,000.00 249.950 24,995.00 596.660 59,666 027 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 75.0000 1,425,000.00 11,959.400 896,955 028 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 100.00 40.000 100 029 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 27,500.00 10,100.000 25,250 030 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 4,075.00 1,585.000 3,962 031 TACK COAT TON 100.0000 21,000.00 46.900 4,690 032 REPLACE CONCRETE PAVEMENT CY 500.0000 2,750,000.00 988.800 494,400.00 6,841.800 3,420,900 (RAPID STRENGTH CONCRETE) 033 REPAIR SPALLED JOINTS (POLYESTER GROUT) SQYD 850.0000 170,000.00 484.000 411,400 034 GRIND EXISTING CONCRETE SQYD 2.0000 532,000.00 222,086.000 444,172 PAVEMENT 035 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 433,200.00 376.340 451,608 (TYPE R) 036 PAVING NOTCH EXTENSION CF 300.0000 64,800.00 216.000 64,800 037 RAPID SETTING CONCRETE (PATCH) CF 400.0000 9,600.00 24.000 9,600 038 JOINT SEAL (MR 1/2") LF 30.0000 2,940.00 98.000 2,940 039 JOINT SEAL (MR 1") LF 35.0000 9,940.00 284.000 9,940 040 METAL BEAM GUARD RAILING (WOOD POST) LF 50.0000 55,500.00 575.000 28,750 041 DOUBLE METAL BEAM GUARD RAILING LF 85.0000 2,125.00 125.000 10,625 (WOOD POST) 042 TRANSITION RAILING (TYPE WB) EA 3,400.0000 74,800.00 19.000 64,600 043 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 11,000.00 7.000 7,000 044 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 6.000 24,000.00 6.000 24,000 045 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 5.000 15,000.00 5.000 15,000 046 ALTERNATIVE CRASH CUSHION EA 5,700.0000 39,900.00 1.000 5,700.00 6.000 34,200 047 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 110,400.00 180,261.000 108,156 048 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,810.00 11,567.000 11,567 049 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 920.00 5,298.000 5,298 (BROKEN 12-3) PROGRAM CAS145 PAGE 3 DATE 10/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C8804 TIME 01:41 PM ESTIMATE NO. 07 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 10/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 19,800.00 3,784.000 18,920 051 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,625.00 2,381.000 1,190 (BROKEN 17-7) 052 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 60,400.00 124,929.000 49,971 (BROKEN 34-14) 053 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 31,500.00 9,742.000 24,355 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 28,400.00 5,274.000 26,370 055 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 056 MODIFY INDUCTIVE LOOP DETECTOR LS 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 4 DATE 10/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C8804 TIME 01:41 PM ESTIMATE NO. 07 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/12 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 10/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 799,517.90 7,617,804.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 41,965.00 52,191.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 841,482.90 7,669,995.84 057 MOBILIZATION LS 360,000.0000 360,000.00 1.000 360,000 ORIGINAL CONTRACT AMOUNT 7,756,527.00 TOTAL WORK COMPLETED 841,482.90 8,029,995.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 841,482.90 8,029,995.84 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 02/03/12 50 04/02/12 02/21/12 11/01/12 122 48 43 33 99% 96% PROGRESS IS SATISFACTORY NGUYEN, HUNG V. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/19/12