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 02/21/14 EST. NO.22 TIME 11:47 AM R.E. NAME: CHAHAL, HARPAL 04-1A6824 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0080 558.68 E.W. @ F.A.(+) 121713 N 0253.0 016 0007 1,824.12 E.W. @ F.A.(+) 121713 N 0254.0 0008 1,889.83 121813 N 0255.0 019 0006 13,252.14 E.W. @ F.A.(+) 060113 N 0216.0 021 0019 4,582.44 A.C. @ F.A.(+) 053113 N 0217.0 22,107.21 TOTAL THIS ESTIMATE 1,816,068.98 TOTAL PREVIOUS ESTIMATE 1,838,176.19 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 02/21/14 EST. NO.22 TIME 11:47 AM R.E. NAME: CHAHAL, HARPAL 04-1A6824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED CONCRETE MIX -10,890.00 06 STR. CONCRETE FAILED 5,368.00 07 0.00 -5,522.00 TOTAL DEDUCTIONS 0.00 -5,522.00 PROGRAM CAS145 PAGE 1 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 LOCATION PROGRESS ESTIMATE 04-ALA-880-28.2/29.9 ----------------- GALLAGHER & BURK, INC. IN ALAMEDA COUNTY IN OAKLAND FROM 22991 CLAWITER ROAD 0.5 MILE NORTH OF THE HIGH STREET HAYWARD, CA 94545 SEPARATION OVERHEAD TO 0.5 MILE __ SOUTH OF THE FIFTH AVENUE OVERHEAD FED. AID NO. ACIM-8801(64)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.125 250.00 0.875 1,750 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 450,000.00 21.000 25,200.00 430.000 516,000 003 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 27,240.00 4,204.000 25,224 004 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 005 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM 006 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 100.000 20,000 007 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 1.000 10,000 009 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.150 3,000.00 0.850 17,000 010 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 8,040.00 53,679.000 16,103 012 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,160.00 28.000 1,260 013 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 9,972.000 29,916 014 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,000.0000 5,000.00 0.000 0 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000 016 TEMPORARY RAILING (TYPE K) LF 16.0000 443,200.00 27,319.000 437,104 017 TEMPORARY CRASH CUSHION MODULE EA 150.0000 2,100.00 21.000 3,150 018 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,500.0000 27,500.00 17.000 42,500 019 ABANDON CULVERT LF 5.0000 5,400.00 777.000 3,885 020 ABANDON INLET EA 500.0000 2,500.00 5.000 2,500 021 REMOVE CHAIN LINK FENCE LF 2.0000 14,020.00 4,791.000 9,582 022 REMOVE METAL BEAM GUARD RAILING LF 5.0000 7,350.00 1,516.000 7,580 PROGRAM CAS145 PAGE 2 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 39,420.00 96,600.000 57,960 024 REMOVE PAVEMENT MARKER EA 1.0000 5,100.00 5,400.000 5,400 025 REMOVE ROADSIDE SIGN EA 100.0000 300.00 2.000 200 026 REMOVE ROADSIDE SIGN EA 100.0000 700.00 4.000 400 (STRAP AND SADDLE BRACKET METHOD) 027 REMOVE SIGN STRUCTURE EA 2,500.0000 10,000.00 4.000 10,000 028 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,980.00 3,347.000 3,347 029 REMOVE CULVERT LF 30.0000 24,300.00 1,038.600 31,158 030 REMOVE INLET EA 800.0000 20,000.00 27.000 21,600 031 REMOVE EDGE DRAIN LF 5.0000 9,500.00 1,900.000 9,500 032 SALVAGE METAL BRIDGE RAILING LF 10.0000 8,700.00 870.000 8,700 033 ADJUST INLET EA 1,000.0000 105,000.00 105.000 105,000 034 ADJUST MANHOLE TO GRADE EA 1,500.0000 1,500.00 2.000 3,000 035 MODIFY INLET EA 2,500.0000 45,000.00 17.000 42,500 036 MODIFY INLET TO MANHOLE EA 3,000.0000 6,000.00 1.000 3,000 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 23,680.00 4,200.000 16,800 038 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 30,450.00 8,557.400 42,787 039 REMOVE CONCRETE BARRIER LF 10.0000 57,100.00 5,527.000 55,270 040 CAP INLET EA 1,000.0000 1,000.00 0.000 0 041 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 1.000 1,000 042 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 043 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000 044 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 045 BRIDGE REMOVAL (PORTION), LOCATION D LS 80,000.0000 80,000.00 1.000 80,000 046 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 047 ROADWAY EXCAVATION CY 30.0000 179,700.00 3,899.330 116,979 048 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 049 SAND BACKFILL CY 250.0000 16,750.00 40.400 10,100 PROGRAM CAS145 PAGE 3 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 50.0000 2,550.00 51.000 2,550 051 SOIL NAIL ASSEMBLY LF 38.0000 175,446.00 4,752.000 180,576 052 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 8,910.00 35,640.000 8,910 053 CLASS 2 AGGREGATE SUBBASE CY 40.0000 99,600.00 396.010 15,840 054 HOT MIX ASPHALT TON 74.0000 3,085,800.00 37,133.600 2,747,886 055 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 323,200.00 4,551.620 364,129 056 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 75.00 70.000 70 PAVEMENT INTERLAYER) 057 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 70,000.00 68,295.000 68,295 058 DATA CORE LS 4,000.0000 4,000.00 0.500 2,000 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 40.0000 3,320.00 83.000 3,320 060 TACK COAT TON 1.0000 570.00 310.000 310 061 VIBRATION MONITORING LS 10,000.0000 10,000.00 1.000 10,000 062 PHOTO SURVEY OF EXISTING FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 063 REPLACE CONCRETE PAVEMENT CY 475.0000 997,500.00 1,155.800 549,005 (RAPID STRENGTH CONCRETE) 064 PORTLAND CEMENT CONCRETE BASE CY 165.0000 523,050.00 3,216.000 530,640 065 DOWEL BAR (DRILL AND BOND) EA 30.0000 17,100.00 528.000 15,840 066 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 3.0000 171,300.00 0.000 0 067 CRACK CONCRETE BASE AND EXISTING SQYD 1.0000 47,100.00 42,055.000 42,055 CONCRETE PAVEMENT 068 GRIND EXISTING CONCRETE PAVEMENT SQYD 30.0000 5,400.00 0.000 0 (CONFORM) 069 60" PERMANENT STEEL CASING LF 1,500.0000 150,000.00 100.000 150,000 (F) 070 48" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 40,000.00 32.000 40,000 PILING (ROCK SOCKET) 071 STRUCTURAL CONCRETE, BARRIER SLAB CY 520.0000 962,000.00 1,926.000 1,001,520 (F) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 174,800.00 174.800 174,800 (F) 073 BAR REINFORCING STEEL (ROCK SOCKET) LB 1.5000 8,838.00 5,892.000 8,838 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 186,555.60 51,821.000 186,555 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 20,728.40 51,821.000 20,728 (F) 076 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 16.0000 12,400.00 775.000 12,400 PROGRAM CAS145 PAGE 4 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,040.00 8.330 133 (0.063"-FRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 560.00 84.000 1,680 (0.080"-FRAMED) 079 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 100,000.00 100.000 100,000 (SIGN FOUNDATION) 080 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 0.000 0 081 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 120.0000 600.00 5.000 600 METHOD) 082 12" ALTERNATIVE PIPE CULVERT LF 50.0000 1,700.00 49.000 2,450 083 18" ALTERNATIVE PIPE CULVERT LF 50.0000 172,500.00 3,450.000 172,500 084 24" ALTERNATIVE PIPE CULVERT LF 60.0000 45,600.00 596.000 35,760 085 18" SLOTTED CORRUGATED STEEL PIPE LF 100.0000 146,000.00 1,460.000 146,000 (.079" THICK) 086 12" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 4.000 2,000 087 CONCRETE BACKFILL CY 450.0000 49,500.00 3.000 1,350 (RAPID STRENGTH CONCRETE) 088 MISCELLANEOUS IRON AND STEEL LB 1.2000 85,674.00 71,395.000 85,674 (F) 089 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 31,800.00 3,180.000 31,800 090 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 19,560.00 1,672.000 20,064 091 CHAIN LINK RAILING LF 45.0000 110,610.00 2,458.000 110,610 (F) 092 CRASH CUSHION (ADIEM) EA 18,000.0000 54,000.00 2.000 36,000 093 CONCRETE BARRIER (TYPE 60) LF 40.0000 232,000.00 820.000 32,800 094 CONCRETE BARRIER (TYPE 60C) LF 60.0000 415,200.00 12,265.000 735,900 095 CONCRETE BARRIER (TYPE 60D) LF 40.0000 32,800.00 820.000 32,800 096 CONCRETE BARRIER (TYPE 60E) LF 250.0000 105,000.00 412.000 103,000 097 CONCRETE BARRIER (TYPE 60R) LF 350.0000 280,000.00 800.000 280,000 098 CONCRETE BARRIER (TYPE 742) LF 75.0000 245,100.00 3,268.000 245,100 (F) 099 CONCRETE BARRIER MARKER EA 30.0000 6,300.00 261.000 7,830.00 561.000 16,830 100 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 22,190.00 31,740.000 22,218 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,520.00 2,723.000 2,723 102 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,400.00 12,000.000 8,400 (BROKEN 34-14) 103 PAINT TRAFFIC STRIPE LF 0.5000 10,300.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPARE AND PAINT POST MILE MARKING ON SQFT 75.0000 2,175.00 27.000 2,025 CONCRETE BARRIER 105 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,380.00 3,676.000 7,352 106 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,230.00 1,452.000 4,356 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 108 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 6 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 11:47 AM ESTIMATE NO. 22 BID OPENING 10/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,280.00 10,634,651.28 ADJUSTMENT OF COMPENSATION 4,582.44 951,979.25 EXTRA WORK 17,524.77 886,196.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 58,387.21 12,472,827.47 109 MOBILIZATION LS 1,181,000.0000 1,181,000.00 1.000 1,181,000 ORIGINAL CONTRACT AMOUNT 12,716,072.00 TOTAL WORK COMPLETED 58,387.21 13,653,827.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,522.00 TOTAL 58,387.21 13,648,305.47 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 01/04/12 375 04/23/12 04/23/12 03/15/14 430 32 56 0 93% 100% PROGRESS IS SATISFACTORY CHAHAL, HARPAL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/14