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 12/20/12 EST. NO.08 TIME 04:04 PM 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 0005 3,151.84 E.W. @ F.A.(+) 071312 N 0019.0 0008 13,677.06 100412 N 0036.0 0009 3,561.43 100412 N 0037.0 0010 2,176.44 100512 N 0038.0 0011 4,764.36 082312 N 0045.0 0012 1,713.05 091412 N 0060.0 0013 2,089.66 091712 N 0062.0 0015 142.73 101912 N 0069.0 0020 975.32 062512 Y 0029.0 0021 144.21 070212 Y 0030.0 0022 310.04 081412 Y 0031.0 0023 1,014.68 081512 Y 0032.0 007 0001 1,617.24 E.W. @ F.A.(+) 070312 Y 0007.0 0002 2,706.75 073112 Y 0008.0 0003 2,293.17 051512 N 0009.0 0004 663.03 081612 N TDW010 0005 442.04 081712 N TDW020 0006 1,316.48 082012 N TDW030 0007 929.81 082312 N TDW040 0008 680.76 082412 N TDW050 0009 713.28 082412 N TDW060 0011 4,510.29 100512 N TDW090 0012 901.86 101612 N TDW100 0013 504.34 102612 N TDW110 0014 633.36 102712 N TDW120 010 0001 948.75 E.W. @ F.A.(+) 061212 N DD0010 0006 8,186.98 082112 N 0044.0 0007 2,243.65 061512 N 0054.0 011 0003 1,719.64 E.W. @ F.A.(+) 052412 N 0011.0 0004 999.07 091112 N 0058.0 016 0002 1,251.56 E.W. @ F.A.(+) 090712 N 0051.0 0003 2,029.87 090612 N 0057.0 69,012.75 TOTAL THIS ESTIMATE 283,104.69 TOTAL PREVIOUS ESTIMATE 352,117.44 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 12/20/12 EST. NO.08 TIME 04:04 PM 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 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 0.500 1,000 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 450,000.00 20.000 24,000.00 169.000 202,800 003 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 0.150 1,500 005 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.750 1,500 PROGRAM 006 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 69.000 13,800 007 STREET SWEEPING LS 5,000.0000 5,000.00 0.150 750 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.300 3,000 009 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000 010 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.050 10,000.00 0.400 80,000 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 8,040.00 24,549.000 7,364 012 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,160.00 0.000 0 013 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 4,885.000 14,655 014 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 12,880.000 206,080 017 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 14.000 35,000 019 ABANDON CULVERT LF 5.0000 5,400.00 139.000 695 020 ABANDON INLET EA 500.0000 2,500.00 1.000 500 021 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 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 62,008.000 37,204 024 REMOVE PAVEMENT MARKER EA 1.0000 5,100.00 5,023.000 5,023 025 REMOVE ROADSIDE SIGN EA 100.0000 300.00 0.000 0 026 REMOVE ROADSIDE SIGN EA 100.0000 700.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 027 REMOVE SIGN STRUCTURE EA 2,500.0000 10,000.00 0.000 0 028 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,980.00 377.000 377.00 3,347.000 3,347 029 REMOVE CULVERT LF 30.0000 24,300.00 509.000 15,270 030 REMOVE INLET EA 800.0000 20,000.00 6.000 4,800 031 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 1.000 1,000 034 ADJUST MANHOLE TO GRADE EA 1,500.0000 1,500.00 0.000 0 035 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 0.000 0 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 23,680.00 0.000 0 038 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 30,450.00 7,741.400 38,707 039 REMOVE CONCRETE BARRIER LF 10.0000 57,100.00 242.000 2,420 040 CAP INLET EA 1,000.0000 1,000.00 0.000 0 041 REMOVE CRASH CUSHION EA 1,000.0000 1,000.00 0.000 0 042 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 2,169.920 65,097 048 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 049 SAND BACKFILL CY 250.0000 16,750.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 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 0.000 0 053 CLASS 2 AGGREGATE SUBBASE CY 40.0000 99,600.00 0.000 0 054 HOT MIX ASPHALT TON 74.0000 3,085,800.00 0.000 0 055 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 323,200.00 0.000 0 056 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 75.00 0.000 0 PAVEMENT INTERLAYER) 057 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 70,000.00 0.000 0 058 DATA CORE LS 4,000.0000 4,000.00 0.000 0 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 40.0000 3,320.00 0.000 0 060 TACK COAT TON 1.0000 570.00 0.000 0 061 VIBRATION MONITORING LS 10,000.0000 10,000.00 0.000 0 062 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 0.000 0 (RAPID STRENGTH CONCRETE) 064 PORTLAND CEMENT CONCRETE BASE CY 165.0000 523,050.00 2,091.000 345,015 065 DOWEL BAR (DRILL AND BOND) EA 30.0000 17,100.00 24.000 720 066 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 0.000 0 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 25.000 37,500.00 100.000 150,000 (F) 070 48" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 40,000.00 12.000 15,000.00 24.000 30,000 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 97.300 97,300 (F) 073 BAR REINFORCING STEEL (ROCK SOCKET) LB 1.5000 8,838.00 1,473.000 2,209.50 4,419.000 6,628 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 186,555.60 0.000 0 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 20,728.40 0.000 0 (F) 076 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 16.0000 12,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (0.063"-FRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 560.00 0.000 0 (0.080"-FRAMED) 079 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 100,000.00 37.500 37,500.00 75.000 75,000 (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 0.000 0 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 22.000 1,100.00 1,559.000 77,950 084 24" ALTERNATIVE PIPE CULVERT LF 60.0000 45,600.00 454.000 27,240 085 18" SLOTTED CORRUGATED STEEL PIPE LF 100.0000 146,000.00 0.000 0 (.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 1,350.00 3.000 1,350 (RAPID STRENGTH CONCRETE) 088 MISCELLANEOUS IRON AND STEEL LB 1.2000 85,674.00 13,366.000 16,039 (F) 089 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 31,800.00 0.000 0 090 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 19,560.00 0.000 0 091 CHAIN LINK RAILING LF 45.0000 110,610.00 1,595.100 71,779.50 2,335.100 105,079 (F) 092 CRASH CUSHION (ADIEM) EA 18,000.0000 54,000.00 0.000 0 093 CONCRETE BARRIER (TYPE 60) LF 40.0000 232,000.00 0.000 0 094 CONCRETE BARRIER (TYPE 60C) LF 60.0000 415,200.00 3,310.000 198,600.00 7,410.000 444,600 095 CONCRETE BARRIER (TYPE 60D) LF 40.0000 32,800.00 0.000 0 096 CONCRETE BARRIER (TYPE 60E) LF 250.0000 105,000.00 126.000 31,500.00 126.000 31,500 097 CONCRETE BARRIER (TYPE 60R) LF 350.0000 280,000.00 468.000 163,800.00 800.000 280,000 098 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 0.000 0 100 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 22,190.00 0.000 0 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,520.00 0.000 0 102 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,400.00 0.000 0 (BROKEN 34-14) 103 PAINT TRAFFIC STRIPE LF 0.5000 10,300.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 CONCRETE BARRIER 105 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 7,380.00 0.000 0 106 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 4,230.00 0.000 0 107 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 108 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.020 2,000.00 0.470 47,000 PROGRAM CAS145 PAGE 6 DATE 12/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 04:04 PM ESTIMATE NO. 08 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 12/20/12 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 12/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 596,716.00 4,280,818.30 ADJUSTMENT OF COMPENSATION 0.00 195,143.00 EXTRA WORK 69,012.75 156,974.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 665,728.75 4,632,935.74 109 MOBILIZATION LS 1,181,000.0000 1,181,000.00 0.950 1,121,950 ORIGINAL CONTRACT AMOUNT 12,716,072.00 TOTAL WORK COMPLETED 665,728.75 5,754,885.74 MATERIALS ON HAND ON SITE 14,294.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,522.00 TOTAL 665,728.75 5,763,657.77 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 12/19/13 167 3 36 0 43% 41% PROGRESS IS SATISFACTORY CHAHAL, HARPAL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/12