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 07/01/13 EST. NO.14 TIME 02:11 PM R.E. NAME: ELGHASSEIN, DEAN 03-1F1804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0001 56,000.00 A.C. @ L.S.(+) 102912 Y 0042.0 56,000.00 TOTAL THIS ESTIMATE 197,532.68 TOTAL PREVIOUS ESTIMATE 253,532.68 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 07/01/13 EST. NO.14 TIME 02:11 PM R.E. NAME: ELGHASSEIN, DEAN 03-1F1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 11 RECEIVED CEM2402F 10,000.00 14 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/2012 -10,000.00 08 PER LTR DATED 9/12 -10,000.00 09 PER LTR DATED 10/12 -10,000.00 10 RETURN DEDUCT 8/12 10,000.00 11 RETURN DEDUCT 9/12 10,000.00 11 RETURN DEDUCT 10/12 10,000.00 11 0.00 0.00 LIQUIDATED DAMAGES 7 DAYS @ $3000/DAY -21,000.00 08 21 DAYS @ $3000/DAY -63,000.00 09 24 DAYS @ $3000/DAY -72,000.00 10 15 DAYS @ $3000/DAY -45,000.00 11 RTN 67DYS @ $3000/DY 201,000.00 14 201,000.00 0.00 TOTAL DEDUCTIONS 211,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/01/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F1804 TIME 02:11 PM ESTIMATE NO. 14 BID OPENING 08/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/12 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 07/01/13 LOCATION FINAL ESTIMATE 03-SAC-5-28.8/29.5 -------------- O C JONES AND SONS INC IN SACRAMENTO COUNTY IN SACRAMENTO 1520 FOURTH STREET FROM 0.8 MILE NORTH OF ARENA BERKELEY CA 94710 BOULEVARD OVERCROSSING TO 0.5 MILE NORTH OF DEL PASO ROAD OVERCROSSING FED. AID NO. STPL-6203(49) ,N-6203(49) ADD AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 4.0000 2,640.00 552.000 2,208 002 CONSTRUCTION SITE MANAGEMENT LS 9,000.0000 9,000.00 1.000 9,000 003 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM 004 TEMPORARY SILT FENCE LF 2.5000 4,000.00 1,500.000 3,750 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500 006 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 007 TRAFFIC CONTROL SYSTEM LS 31,000.0000 31,000.00 1.000 31,000 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 3,124.00 8,298.000 3,319 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 400.00 5.000 200 010 TEMPORARY PAVEMENT MARKER EA 5.0000 650.00 126.000 630 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 6,000.0000 6,000.00 1.000 6,000 012 TEMPORARY RAILING (TYPE K) LF 14.0000 34,160.00 540.000 7,560 013 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 2,000.0000 4,000.00 0.250 500 014 TEMPORARY CRASH CUSHION MODULE EA 100.0000 4,400.00 11.000 1,100 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.7000 1,221.00 354.000 1,309 STRIPE (HAZARDOUS WASTE) 016 OBLITERATE SURFACING SQYD 8.0000 1,840.00 230.000 1,840 017 REMOVE METAL BEAM GUARD RAILING LF 26.0000 1,976.00 76.000 1,976 018 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,760.00 5,801.000 2,900 019 REMOVE ROADSIDE SIGN EA 100.0000 600.00 6.000 600 020 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000 021 RESET ROADSIDE SIGN EA 200.0000 400.00 2.000 400 022 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 2 DATE 07/01/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F1804 TIME 02:11 PM ESTIMATE NO. 14 BID OPENING 08/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/12 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 07/01/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.7500 33,250.00 19,000.000 33,250 024 REMOVE CONCRETE CY 300.0000 4,500.00 18.750 5,625 025 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000 026 ROADWAY EXCAVATION CY 20.0000 81,800.00 1,482.000 29,640 027 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 028 STRUCTURE EXCAVATION (RETAINING WALL) CY 38.0000 13,870.00 403.000 15,314 (F) 029 STRUCTURE EXCAVATION (TIEBACK WALL) CY 75.0000 9,000.00 120.000 9,000 (F) 030 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 13,310.00 280.000 15,400 (F) 031 STRUCTURE BACKFILL (TIEBACK WALL) CY 115.0000 4,025.00 35.000 4,025 (F) 032 IMPORTED MATERIAL (SHOULDER BACKING) TON 33.0000 17,490.00 530.000 17,490 033 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 6,510.00 65,100.000 6,510 (SQFT) 034 CLASS 2 AGGREGATE BASE CY 35.0000 114,800.00 1,370.000 47,950 035 HOT MIX ASPHALT (TYPE A) TON 79.0000 333,380.00 3,039.000 240,081 036 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 105.0000 194,250.00 1,732.000 181,860 037 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 26.0000 6,500.00 250.000 6,500 038 TACK COAT TON 1,500.0000 7,500.00 16.540 24,810 039 TIEBACK ANCHOR EA 3,600.0000 93,600.00 26.000 93,600 040 STRUCTURAL CONCRETE, RETAINING WALL CY 750.0000 108,750.00 145.000 108,750 (F) 041 ARCHITECTURAL TREATMENT SQFT 20.0000 23,600.00 1,180.000 23,600 (F) 042 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 48,480.00 30,300.000 48,480 (F) 043 SHOTCRETE CY 675.0000 37,125.00 55.000 37,125 (F) 044 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 37,416.00 9,354.000 37,416 (F) 045 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 4,677.00 9,354.000 4,677 (F) 046 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 8,600.00 430.000 8,600 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 75.00 5.000 75 (0.063"-UNFRAMED) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 840.00 56.000 840 (0.080"-UNFRAMED) 049 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 870.0000 13,920.00 16.000 13,920 (SIGN FOUNDATION) PROGRAM CAS145 PAGE 3 DATE 07/01/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F1804 TIME 02:11 PM ESTIMATE NO. 14 BID OPENING 08/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/12 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 07/01/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - ONE POST EA 240.0000 240.00 1.000 240 051 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300 METHOD) 052 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 6.0000 1,980.00 330.000 1,980 053 SLOPE PAVING (CONCRETE) CY 700.0000 6,300.00 9.000 6,300 (F) 054 MINOR CONCRETE (GUTTER) LF 26.0000 3,120.00 120.000 3,120 055 DELINEATOR (CLASS 1) EA 50.0000 450.00 9.000 450 056 HIGHWAY POST MARKER EA 60.0000 120.00 2.000 120 057 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 2.000 100 058 METAL BEAM GUARD RAILING (WOOD POST) LF 44.0000 4,400.00 100.000 4,400 059 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 10,500.00 148.000 10,360 060 CABLE RAILING LF 22.0000 4,598.00 209.000 4,598 (F) 061 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500 062 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 650.00 1.000 650 063 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000 064 CONCRETE BARRIER (TYPE 60D) LF 45.0000 9,540.00 212.000 9,540 065 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,050.00 7,998.000 3,999 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,500.00 889.000 889 067 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 364.00 124.000 496 068 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,240.00 9,484.000 1,896 (BROKEN 36-12) 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 315.00 384.000 192 (BROKEN 17-7) 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,350.00 353.000 1,059 071 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 072 MODIFY LIGHTING LS 40,000.0000 40,000.00 1.000 40,000 073 MODIFY LIGHTING AND SIGN ILLUMINATION LS 12,000.0000 12,000.00 1.000 12,000 PROGRAM CAS145 PAGE 4 DATE 07/01/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F1804 TIME 02:11 PM ESTIMATE NO. 14 BID OPENING 08/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/12 R.E. NAME: ELGHASSEIN, DEAN DATE OF THIS ESTIMATE 07/01/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,246,221.30 ADJUSTMENT OF COMPENSATION 56,000.00 225,655.09 EXTRA WORK 0.00 27,877.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 56,000.00 1,499,753.98 074 MOBILIZATION LS 153,000.0000 153,000.00 1.000 153,000 ORIGINAL CONTRACT AMOUNT 1,639,256.00 TOTAL WORK COMPLETED 56,000.00 1,652,753.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 211,000.00 0.00 TOTAL 267,000.00 1,652,753.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/12/11 80 02/08/12 12/06/11 10/29/12 80 91 24 31 100% 100% ELGHASSEIN, DEAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/01/13