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 09/02/14 EST. NO.24 TIME 10:22 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 0081 4,576.73 E.W. @ F.A.(+) 081112 N 0267.1 0082 2,593.15 031213 N 0192.0 0083 7,837.75 112213 N 0263.0 0084 4,080.84 092113 N 0268.0 0085 489.65 071513 N 0269.0 0086 489.65 071613 N 0270.0 0087 1,039.97 071713 N 0271.0 0088 2,238.82 071813 N 0272.0 0089 886.86 072213 N 0273.0 007 0021 9,539.43 E.W. @ F.A.(+) 071613 N TDW280 008 0011 495.11 E.W. @ F.A.(+) 110712 N 0104.0 0012 681.55 011313 N 0108.0 0013 744.90 111212 N 0105.0 0014 1,592.29 051812 N 0107.0 009 0007 3,136.58 E.W. @ F.A.(+) 030114 N DEK001 016 0009 4,828.25 E.W. @ F.A.(+) 022014 N 0274.0 017 0035 503.22 E.W. @ F.A.(+) 091913 N TDW390 0038 124.67 100413 N TDW420 0041 2,422.44 082613 N TDW490 0042 2,216.64 011514 N TDW500 0043 446.49 012414 N TDW510 0044 414.21 020114 N TDW520 0045 1,518.00 021414 N TDW530 0046 768.54 022414 Y 0266.1 019 0009 3,330.68 E.W. @ F.A.(+) 011213 N 0264.1 0010 2,272.61 011313 N 0265.1 0012 561.00 011314 N 266.20 026 0002 19,200.00 A.C. @ U.P.(+) 030114 N GB0060 0004 42,000.00 030114 N GB0070 031 0008 5,137.04 E.W. @ F.A.(+) 082513 N TDW299 0009 1,129.36 070113 N TDW259 0010 847.02 070213 N TDW269 0011 3,913.45 070913 N TDW279 0012 4,317.19 052813 N TDW329 0013 286.39 071213 N TDW369 0014 3,121.64 082813 N TDW379 0015 1,075.10 091813 N TDW389 0016 2,238.02 100213 N TDW409 0017 439.54 100413 N TDW419 0018 302.96 101013 N TDW439 033 0002 66,093.71 E.W. @ L.S.(+) 030114 N GB0020 034 0001 29,615.67 A.C. @ U.P.(+) 030114 N GB0030 035 0001 10,422.67 E.W. @ F.A.(+) 030114 N GB0010 0002 3,323.16 081313 N TDW7R0 036 0001 8,293.34 E.W. @ F.A.(+) 012014 N TDW450 0002 8,008.72 012114 N TDW460 0003 8,550.48 012214 N TDW470 0004 9,836.83 012314 N TDW480 0006 4,576.73 081112 N 0267.0 0007 10,143.29 030114 N 0276.1 0008 8,045.13 110113 N TDW449 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/02/14 EST. NO.24 TIME 10:22 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 --------------------------------------------------------------------------- 037 0001 54,625.00 E.W. @ L.S.(+) 030114 N GB0040 038 0001 56,400.00 A.C. @ U.P.(+) 030114 N GB0050 421,772.47 TOTAL THIS ESTIMATE 1,841,845.42 TOTAL PREVIOUS ESTIMATE 2,263,617.89 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 09/02/14 EST. NO.24 TIME 10:22 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 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 LOCATION RERUN FINAL ESTIMATE 04-ALA-880-28.2/29.9 -------------------- GALLAGHER & BURK, INC. IN ALAMEDA COUNTY IN OAKLAND FROM 8638 PATTERSON PASS ROAD 0.5 MILE NORTH OF THE HIGH STREET LIVERMORE, CA 94550 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 1.000 2,000 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 450,000.00 -55.000 -66,000.00 375.000 450,000 003 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 1.000 20,000 010 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 8,584.000 2,575.20 62,263.000 18,678 012 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,160.00 28.000 1,260 013 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 261.000 783.00 10,233.000 30,699 014 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 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000.00 1.000 1,000 041 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 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,084.000 1,084.00 69,379.000 69,379 058 DATA CORE LS 4,000.0000 4,000.00 0.500 2,000.00 1.000 4,000 059 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 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 -4,403.534 -176,141.36 820.000 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 6,300.00 561.000 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 33,126.000 23,188.20 45,126.000 31,588 (BROKEN 34-14) 103 PAINT TRAFFIC STRIPE LF 0.5000 10,300.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/02/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A6824 TIME 10:22 AM ESTIMATE NO. 24 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 03/10/14 R.E. NAME: CHAHAL, HARPAL DATE OF THIS ESTIMATE 09/02/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -211,260.96 10,602,531.68 ADJUSTMENT OF COMPENSATION 147,215.67 1,099,194.92 EXTRA WORK 274,556.80 1,164,422.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 210,511.51 12,866,149.57 109 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 210,511.51 14,047,149.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,522.00 TOTAL 210,511.51 14,041,627.57 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 01/04/12 375 04/23/12 04/23/12 03/10/14 375 32 119 0 100% 100% CHAHAL, HARPAL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/02/14