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 11/22/16 EST. NO. 063 TIME 02:22 PM R.E. NAME: OKPALA, MESHACK 03-3797U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 092 0025 5,534.38 E.W. @ U.P (+) 070116 N 0716 0 0026 12,062.89 073115 N 5922.1 0027 6,388.25 083116 N 5921.2 107 0001 -551,912.47 A.C. @ U.P.(-) 111816 N 1116 0 -527,926.95 TOTAL THIS ESTIMATE 15,562,096.38 TOTAL PREVIOUS ESTIMATE 15,034,169.43 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 11/22/16 EST. NO. 063 TIME 02:22 PM R.E. NAME: OKPALA, MESHACK 03-3797U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEDUCTION -5,000.00 011 RETURN SWPPP DEDUCT 5,000.00 012 MISSING 2012 CEM4401 -10,000.00 016 RECVD 2012 CEM4401 10,000.00 017 LATE LANE CLOSURE -25,290.90 023 RTN PARTIAL LN CLOSU 18,868.50 029 CPM SCHEDULE -30,000.00 038 RETURN CPM SCHEDULE 30,000.00 040 070715 LATE REOPEN -56,890.00 046 LATE REOPEN CLOSURE -20,073.00 049 0.00 -83,385.40 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 011 RECEIVED FHWA1391 10,000.00 012 MISSING FHWA 1391 -10,000.00 048 REC'D FHWA 1391 10,000.00 049 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 12/11 -10,000.00 003 PER LTR DATED 2/12 -5,000.00 005 PER LTR DATED 3/12 -5,000.00 006 PER LTR DATED 4/12 -8,000.00 007 PER LTR DATED 5/12 -6,000.00 008 RETURN DEDUCT 12/11 10,000.00 008 RETURN DEDUCT 2/12 5,000.00 008 RETURN DEDUCT 4/12 8,000.00 008 RETURN DEDUCT 3/12 5,000.00 009 PER LTR DATED 8/12 -10,000.00 011 RETURN DEDUCT 5/12 6,000.00 011 PER LTR DATED 9/12 -10,000.00 012 PER LTR DATED 10/12 -10,000.00 013 PER LTR DATED 11/12 -10,000.00 014 PER LTR DATED 12/12 -10,000.00 015 RETURN DEDUCT 8/12 10,000.00 015 RETURN DEDUCT 11/12 10,000.00 015 PER LTR DATED 1/13 -10,000.00 016 PER LTR DATED 2/13 -10,000.00 017 PER LTR DATED 3/13 -10,000.00 018 RETURN DEDUCT 12/12 10,000.00 018 PER LTR DATED 4/13 -10,000.00 019 RETURN DEDUCT 1/13 10,000.00 019 PER LTR DATED 5/13 -10,000.00 020 RETURN DEDUCT 9/12 10,000.00 020 RETURN DEDUCT 10/12 10,000.00 020 RETURN DEDUCT 2/13 10,000.00 020 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/22/16 EST. NO. 063 TIME 02:22 PM R.E. NAME: OKPALA, MESHACK 03-3797U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 7/13 -5,000.00 022 RETURN DEDUCT 4/13 10,000.00 022 PER LTR DATED 8/13 -5,000.00 023 RETURN DEDUCT 3/13 10,000.00 023 PER LTR DATED 9/13 -8,000.00 024 PER LTR DATED 10/13 -10,000.00 025 RETURN DEDUCT 8/13 5,000.00 026 RETURN DEDUCT 7/13 5,000.00 027 PER LTR DATED 1/14 -10,000.00 028 PER LTR DATED 2/14 -5,000.00 029 RETURN DEDUCT 5/13 10,000.00 029 RETURN DEDUCT 1/14 10,000.00 029 RETURN DEDUCT 9/13 8,000.00 029 PER LTR DATED 4/14 -5,000.00 031 RETURN DEDUCT 2/14 5,000.00 031 PER LTR DATED 5/14 -5,000.00 032 PER LTR DATED 6/14 -10,000.00 033 PER LTR DATED 7/14 -10,000.00 034 PER LTR DATED 8/14 -10,000.00 035 RETURN DEDUCT 10/13 10,000.00 035 RETURN DEDUCT 4/14 5,000.00 035 RETURN DEDUCT 5/14 5,000.00 035 PER LTR DATED 9/14 -10,000.00 036 RETURN DEDUCT 6/14 10,000.00 036 RETURN DEDUCT 7/14 10,000.00 037 RETURN DEDUCT 8/14 10,000.00 039 RETURN DEDUCT 9/14 10,000.00 039 PER LTR DATED 7/15 -10,000.00 047 PER LTR DATED 9/15 -10,000.00 048 RTN DEDUCT 7/15 10,000.00 048 PER LTR DATED 10/15 -2,000.00 049 PER LTR DATED 11/15 -7,000.00 050 RETURN 10/15 DEDUCT 2,000.00 050 RETURN 9/15 DEDUCT 10,000.00 050 PER LTR DATED 12/15 -10,000.00 052 RTN DEDUCT 11/15 7,000.00 052 PER LTR DATED 2/16 -5,000.00 053 RETURN DEDUCT 10,000.00 053 RTN DEDUCT 2/16 5,000.00 054 PER LTR DATED 4/16 -5,000.00 055 PER LTR DEDUCT 5/16 -5,000.00 057 RTN DEDUCT 4/16 5,000.00 058 RTN DEDUCT 5/16 5,000.00 058 0.00 0.00 TOTAL DEDUCTIONS 0.00 -83,385.40 PROGRAM CAS145 PAGE 1 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 LOCATION PROGRESS ESTIMATE 03-SAC-80-M0.0/M10.4 ----------------- BAY CITIES PAVING & GRADING, IN YOLO AND SACRAMENTO COUNTIES INC. P.O. BOX 6227 CONCORD, CA 94524 FED. AID NO. ACIM-803(237)E ,OTHR- ( ) REPLACE PCCP AND PLACE HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.500 1,250 002 TIME-RELATED OVERHEAD WDAY 6,600.0000 4,752,000.00 17.000 112,200.00 904.000 5,966,400 003 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 174,000.00 11,600.000 174,000 004 TEMPORARY FENCE (TYPE ESA) LF 5.0000 20,200.00 3,515.000 17,575 005 JACKING SUPERSTRUCTURE LS 15,000.0000 15,000.00 1.000 15,000 006 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 0.046 3,220.00 0.970 67,900 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.900 4,500 PREVENTION PLAN 008 TEMPORARY EROSION CONTROL BLANKET SQYD 2.2100 256,581.00 12,399.889 27,403 009 TEMPORARY FIBER ROLL LF 2.2100 95,914.00 725.000 1,602.25 31,920.742 70,544 010 TEMPORARY SILT FENCE LF 2.0000 58,600.00 37,169.029 74,338 011 TEMPORARY GRAVEL BAG BERM LF 5.5100 16,915.70 3,009.000 16,579 012 TEMPORARY CONSTRUCTION ENTRANCE EA 1,525.0000 85,400.00 55.000 83,875 013 TEMPORARY COVER SQYD 2.6300 63,646.00 7,464.890 19,632.66 56,446.110 148,453 014 TEMPORARY CHECK DAM LF 5.5100 1,542.80 1,378.000 7,592 015 MOVE-IN/MOVE-OUT EA 315.0000 15,750.00 37.000 11,655 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 168.0000 30,240.00 198.497 33,347 017 STREET SWEEPING LS 90,000.0000 90,000.00 0.924 83,160 018 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 0.924 27,720 019 TEMPORARY SOIL BINDER SQYD 0.2100 5,460.00 30,354.000 6,374.34 70,671.000 14,840 020 RAIN EVENT ACTION PLAN EA 500.0000 112,500.00 84.000 42,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 5.000 10,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 315.0000 94,500.00 60.000 18,900 PROGRAM CAS145 PAGE 2 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.924 83,160 024 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.024 12,000.00 0.970 485,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.2000 2,772.00 1,524.000 6,400 026 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.3100 115,149.00 0.000 0 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2700 136,890.00 11,669.000 3,150.63 591,838.000 159,796 028 CHANNELIZER (SURFACE MOUNTED) EA 31.5000 57,960.00 30.000 945.00 5,135.000 161,752 029 TRAFFIC PLASTIC DRUM EA 69.0000 15,180.00 270.000 18,630 030 TEMPORARY PAVEMENT MARKER EA 3.1500 218,610.00 61,315.000 193,142 031 PORTABLE CHANGEABLE MESSAGE SIGN LS 65,000.0000 65,000.00 0.946 61,490 032 TEMPORARY RAILING (TYPE K) LF 5.4500 1,275,300.00 301,946.000 1,645,605 033 TEMPORARY CRASH CUSHION MODULE EA 250.0000 210,000.00 797.000 199,250 034 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,300.0000 25,200.00 34.000 214,200 035 TEMPORARY TRAFFIC SCREEN LF 1.3000 304,200.00 241,125.000 313,462 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.3100 133,620.00 102,818.000 134,691 STRIPE (HAZARDOUS WASTE) 037 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 100,000.0000 100,000.00 0.946 94,600 038 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 0.923 4,615 039 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 040 ABANDON CULVERT EA 1,500.0000 12,000.00 8.000 12,000 041 ABANDON INLET EA 750.0000 5,250.00 7.000 5,250 042 REMOVE FENCE LF 5.0000 68,500.00 13,700.000 68,500 043 REMOVE METAL BEAM GUARD RAILING LF 5.0000 69,500.00 1,531.600 7,658.00 14,121.100 70,605 044 REMOVE SINGLE THRIE BEAM BARRIER LF 4.0000 17,880.00 9,369.000 37,476 045 REMOVE FLARED END SECTION EA 200.0000 1,400.00 10.000 2,000 046 REMOVE DOUBLE THRIE BEAM BARRIER LF 7.0000 275,100.00 38,836.000 271,852 047 REMOVE TRAFFIC STRIPE LF 0.3200 251,840.00 95,655.000 30,609.60 537,062.000 171,859 048 REMOVE PAVEMENT MARKING SQFT 5.2500 299.25 323.000 1,695 049 REMOVE ROADSIDE SIGN EA 100.0000 10,900.00 21.000 2,100.00 60.000 6,000 PROGRAM CAS145 PAGE 3 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN EA 75.0000 1,875.00 4.000 300.00 6.000 450 (STRAP AND SADDLE BRACKET METHOD) 051 REMOVE SIGN STRUCTURE EA 5,000.0000 60,000.00 2.000 10,000.00 13.000 65,000 052 REMOVE BRIDGE MOUNTED SIGN EA 5,000.0000 70,000.00 1.000 5,000.00 14.000 70,000 053 REMOVE SHED LS 2,100.0000 2,100.00 1.000 2,100 054 REMOVE CULVERT LF 38.8500 27,583.50 965.700 37,517 055 REMOVE INLET EA 275.0000 8,250.00 33.000 9,075 056 REMOVE CONCRETE PAVEMENT AND BASE CY 13.8500 1,207,720.00 103,872.010 1,438,627 057 REMOVE PAVEMENT CY 28.1500 3,378.00 0.000 0 058 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.6000 56,634.00 69,538.400 41,723 059 RECONSTRUCT FENCE EA 40.0000 39,200.00 980.000 39,200 060 RESET ROADSIDE SIGN EA 200.0000 1,600.00 0.000 0 061 RELOCATE BENCH EA 1,500.0000 3,000.00 0.000 0 062 RELOCATE GATE EA 2,000.0000 2,000.00 1.000 2,000 063 RELOCATE ROADSIDE SIGN EA 150.0000 450.00 2.000 300 064 RELOCATE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0 065 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 1.000 500 (BARRIER MOUNTED) 066 ADJUST INLET EA 1,575.0000 4,725.00 0.000 0 067 MODIFY SIGN STRUCTURE EA 4,500.0000 90,000.00 23.000 103,500 (SAFETY CABLE RETROFIT) 068 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.4500 69,580.00 143.000 350.35 1,214.000 2,974 069 REMOVE CONCRETE CY 268.0000 3,216.00 6.500 1,742 070 REMOVE CONCRETE CURB LF 5.8500 5,382.00 975.000 5,703 071 REMOVE CONCRETE BARRIER LF 12.6000 25,578.00 2,024.000 25,502 072 REMOVE CRASH CUSHION EA 665.0000 665.00 1.000 665.00 1.000 665 073 BRIDGE REMOVAL (PORTION), LOCATION A LS 80,000.0000 80,000.00 1.000 80,000 074 BRIDGE REMOVAL (PORTION), LOCATION B LS 80,000.0000 80,000.00 1.000 80,000 075 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 076 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 4 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 078 CLEARING AND GRUBBING LS 45,150.0000 45,150.00 1.000 45,150 079 REMOVE TREE LS 95,865.0000 95,865.00 1.000 95,865 080 ROADWAY EXCAVATION CY 12.6500 1,114,465.00 108,113.263 1,367,632 081 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 082 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 083 STRUCTURE EXCAVATION (BRIDGE) CY 150.0000 248,250.00 1,655.000 248,250 (F) 084 STRUCTURE EXCAVATION (TYPE A) CY 75.0000 80,250.00 1,070.000 80,250 (F) 085 STRUCTURE EXCAVATION (TYPE D) CY 80.0000 29,920.00 374.000 29,920 (F) 086 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 6,870.00 152.660 4,579 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 117,900.00 1,572.000 117,900 (F) 088 STRUCTURE BACKFILL (TIEBACK WALL) CY 75.0000 3,750.00 0.000 0 (F) 089 SAND BACKFILL CY 100.0000 5,100.00 49.500 4,950 090 CONTOUR GRADING SQYD 11.0000 3,960.00 53.000 583 091 IMPORTED MATERIAL (SHOULDER BACKING) TON 16.0000 46,880.00 0.000 0 092 HIGHWAY PLANTING LS 36,495.0000 36,495.00 1.000 36,495 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 315.0000 3,465.00 6.000 1,890 094 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,043.0000 14,301.00 9.000 18,387 095 PLANT ESTABLISHMENT WORK LS 24,790.0000 24,790.00 1.000 24,790 096 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,198.0000 6,198.00 1.000 6,198 097 IRRIGATION SYSTEM LS 155,916.0000 155,916.00 1.000 155,916 098 3" SUPPLY LINE (BRIDGE) LF 50.0000 3,500.00 70.000 3,500 099 4" CONDUIT LF 30.0000 1,200.00 0.000 0 100 8" WELDED STEEL PIPE CONDUIT LF 200.0000 6,800.00 0.000 0 (.250" THICK) 101 EXTEND 6" CONDUIT LF 40.0000 11,600.00 320.000 12,800 102 CLASS 2 AGGREGATE BASE CY 25.3000 306,130.00 82,312.150 2,082,497 103 AGGREGATE BASE (APPROACH SLAB) CY 80.0000 8,160.00 122.000 9,760 PROGRAM CAS145 PAGE 5 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 116.0000 8,584.00 134.220 15,569 105 HOT MIX ASPHALT TON 59.0000 7,906,000.00 5,510.160 325,099.44 63,696.810 3,758,111 106 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 100.5000 727,620.00 0.000 0 107 DATA CORE LS 5,660.0000 5,660.00 0.100 566 108 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 80.00 773.000 773 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 540.00 178.000 178 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 11,800.00 7,587.000 7,587 111 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 2,620.00 3,269.000 3,269 112 PLACE HOT MIX ASPHALT SQYD 52.5000 3,150.00 686.590 36,045 (MISCELLANEOUS AREA) 113 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 114 TACK COAT TON 825.0000 51,975.00 5.930 4,892.25 48.120 39,699 115 JOINTED PLAIN CONCRETE PAVEMENT CY 105.0000 18,165,000.00 187,777.940 19,716,683 116 REPLACE CONCRETE PAVEMENT CY 350.0000 2,660,000.00 1,981.770 693,619 (RAPID STRENGTH CONCRETE) 117 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 5,300,000.00 3,185.910 637,182 (RAPID STRENGTH CONCRETE) 118 SEAL PAVEMENT JOINT LF 2.0000 1,122,000.00 0.000 0 119 SEAL LONGITUDINAL ISOLATION JOINT LF 6.0000 906,000.00 15,352.000 92,112.00 163,879.700 983,278 120 GROOVE EXISTING CONCRETE PAVEMENT SQYD 3.0000 303,000.00 69,796.000 209,388 121 GRIND EXISTING CONCRETE SQYD 5.0000 505,000.00 84,961.000 424,805 PAVEMENT 122 FURNISH STEEL PILING (HP 10 X 57) LF 31.0000 247,597.00 14,921.900 462,578 123 DRIVE STEEL PILE (HP 10 X 57) EA 2,200.0000 290,400.00 246.000 541,200 124 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 30.0000 88,950.00 2,964.000 88,920 125 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 600.0000 1,047,000.00 1,615.500 969,300 126 FURNISH PILING (CLASS 90) LF 52.0000 61,152.00 1,176.000 61,152 (ALTERNATIVE V) 127 DRIVE PILE (CLASS 90) EA 2,000.0000 84,000.00 42.000 84,000 (ALTERNATIVE V) 128 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 903,000.00 24,665.500 863,292 PILING (SOUND WALL) 129 PRESTRESSING CAST-IN-PLACE CONCRETE LS 290,000.0000 290,000.00 1.000 290,000 130 TIEBACK ANCHOR EA 2,000.0000 116,000.00 58.000 116,000 PROGRAM CAS145 PAGE 6 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL COURSE CONCRETE CY 300.0000 39,600.00 0.000 0 (F) 132 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 171,500.00 490.000 171,500 (F) 133 STRUCTURAL CONCRETE, BRIDGE CY 415.0000 4,401,490.00 10,606.000 4,401,490 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL CY 750.0000 79,500.00 84.800 63,600 (F) 135 STRUCTURAL CONCRETE, BRIDGE (CHANNEL) CY 400.0000 5,600.00 14.000 5,600 (F) 136 STRUCTURAL CONCRETE, APPROACH SLAB CY 675.0000 243,000.00 360.000 243,000 (F) (TYPE N) 137 STRUCTURAL CONCRETE, APPROACH SLAB CY 580.0000 592,180.00 999.390 579,646 (TYPE R) 138 MINOR CONCRETE (MINOR STRUCTURE) CY 1,979.2500 791,700.00 24.820 49,124.99 413.260 817,944 (F) 139 MINOR CONCRETE (SOUND WALL) CY 325.0000 572,000.00 1,716.500 557,862 140 PAVING NOTCH EXTENSION CF 235.0000 108,805.00 455.350 107,007 141 ARCHITECTURAL TREATMENT SQFT 5.0000 13,665.00 2,733.000 13,665 (F) 142 DRILL AND BOND DOWEL LF 40.0000 153,000.00 3,502.330 140,093 143 SOUND WALL (MASONRY BLOCK) SQFT 13.0000 2,730,000.00 209,331.000 2,721,303 144 ACCESS GATE (SOUND WALL) EA 2,500.0000 17,500.00 9.000 22,500 145 PTFE BEARING EA 3,500.0000 84,000.00 24.000 84,000 146 JOINT SEAL (MR 1") LF 25.0000 21,150.00 0.000 0 147 JOINT SEAL (MR 1 1/2") LF 35.0000 10,290.00 0.000 0 148 JOINT SEAL ASSEMBLY (MR 4") LF 200.0000 16,400.00 25.000 5,000 149 JOINT SEAL (MR 2") LF 45.0000 8,640.00 0.000 0 150 BONDED JOINT SEAL LF 40.0000 10,920.00 40.000 1,600 151 JOINT SEAL (TYPE AL) LF 20.0000 3,280.00 0.000 0 152 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 3,435,252.05 4,041,472.990 3,435,252 (F) 153 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 36,000.00 48,000.000 48,000 (F) 154 HEADED BAR REINFORCEMENT EA 10.0000 357,000.00 35,700.000 357,000 (F) 155 SHOTCRETE CY 525.0000 52,500.00 100.000 52,500 (F) 156 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 261,060.00 6,718.000 33,590.00 52,212.000 261,060 (F) WITH WALKWAY) 157 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 52,212.00 14,034.000 14,034.00 52,212.000 52,212 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 7 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 73,080.00 12,180.000 73,080 (F) 159 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 12,180.00 12,180.000 12,180 (F) 160 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 1,904,742.00 636,792.000 2,228,772 (F) 161 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 106,980.20 551,899.000 110,379 (F) 162 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 23,700.00 1,093.030 10,930 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 142,500.00 4,241.290 63,619 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 3,400.00 0.000 0 165 FURNISH LAMINATED PANEL SIGN SQFT 25.0000 6,000.00 0.000 0 (2 1/2"-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 16,100.00 947.170 9,471 (0.063"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,400.00 166.750 1,667 (0.080"-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,400.00 0.000 0 (0.063"-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,850.00 0.000 0 (0.080"-FRAMED) 170 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 22,000.00 44.000 22,000 (SIGN FOUNDATION) 171 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 13,000.00 26.000 13,000 (SIGN FOUNDATION) 172 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 154,000.00 235.000 164,500 (SIGN FOUNDATION) 173 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 378,000.00 630.750 441,525 (SIGN FOUNDATION) 174 ROADSIDE SIGN (BARRIER MOUNTED) EA 500.0000 18,500.00 33.000 16,500 175 ROADSIDE SIGN - ONE POST EA 230.0000 19,090.00 28.000 6,440.00 55.000 12,650 176 ROADSIDE SIGN - TWO POST EA 500.0000 10,500.00 11.000 5,500.00 16.000 8,000 177 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 5,400.00 7.000 1,050.00 19.000 2,850 METHOD) 178 INSTALL SIGN PANEL EA 800.0000 3,200.00 5.000 4,000 (MAST-ARM HANGER METHOD) 179 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 33,100.00 2,626.260 26,262 180 INSTALL ROADSIDE SIGN EA 1,500.0000 3,000.00 0.000 0 (LAMINATED WOOD BOX POST) 181 ABUTMENT LUMBER BLOCKING MFBM 1,200.0000 13,200.00 11.000 13,200 (F) 182 12" ALTERNATIVE PIPE CULVERT LF 55.0000 1,650.00 32.000 1,760 183 18" ALTERNATIVE PIPE CULVERT LF 39.0000 247,260.00 176.500 6,883.50 6,296.200 245,551 184 24" ALTERNATIVE PIPE CULVERT LF 55.0000 139,150.00 585.300 32,191.50 2,560.800 140,844 PROGRAM CAS145 PAGE 8 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 30" ALTERNATIVE PIPE CULVERT LF 170.0000 1,870.00 3.000 510 186 36" ALTERNATIVE PIPE CULVERT LF 217.0000 1,085.00 0.000 0 187 6" PLASTIC PIPE LF 68.0000 544.00 0.000 0 188 18" ALTERNATIVE FLARED END SECTION EA 96.0000 192.00 2.000 192 189 CLASS 4 CONCRETE (BACKFILL) CY 90.0000 42,300.00 206.530 18,587 190 ROCK SLOPE PROTECTION CY 156.0000 26,520.00 77.370 12,069 (FACING, METHOD B) 191 ROCK SLOPE PROTECTION CY 54.0000 94,500.00 1,750.000 94,500 (NO 1. METHOD B) 192 ROCK SLOPE PROTECTION CY 80.0000 50,400.00 705.670 56,453 (NO 3. METHOD B) 193 SLOPE PAVING (CONCRETE) CY 300.0000 186,900.00 49.500 14,850.00 598.000 179,400 (F) 194 MINOR CONCRETE (DITCH LINING) CY 446.2500 12,941.25 29.000 12,941 195 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 940.00 223.230 446 196 MINOR CONCRETE (MISCELLANEOUS CY 309.7500 34,072.50 0.000 0 CONSTRUCTION) 197 MINOR CONCRETE (GUTTER) LF 38.7500 7,246.25 0.000 0 (F) 198 MISCELLANEOUS IRON AND STEEL LB 1.5800 85,478.00 1,946.000 3,074.68 51,429.000 81,257 (F) 199 MISCELLANEOUS METAL LB 5.0000 16,070.00 3,214.000 16,070 (F) (RESTRAINER - BAR TYPE) 200 MISCELLANEOUS METAL LB 7.0000 27,272.00 3,896.000 27,272 (F) (RESTRAINER - CABLE TYPE) 201 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,930.00 986.000 4,930 (F) 202 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 11,125.00 2,225.000 11,125 (F) 203 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 8,800.00 570.000 11,400 204 CONCRETE BARRIER MARKER (16-INCH) EA 75.0000 450.00 0.000 0 205 DELINEATOR (CLASS 1) EA 50.0000 1,200.00 0.000 0 206 MARKER (CULVERT) EA 50.0000 1,550.00 0.000 0 207 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 3,000.00 0.000 0 208 OBJECT MARKER (TYPE L-1) EA 50.0000 450.00 0.000 0 209 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 226,100.00 3,591.000 61,047.00 13,099.100 222,684 210 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.8500 277,851.00 702.380 32,204.12 4,557.580 208,965 211 CHAIN LINK RAILING (TYPE 7) LF 50.0000 67,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 50.0000 73,950.00 99.000 4,950.00 2,784.000 139,200 (F) 213 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 16,400.00 0.000 0 214 CABLE RAILING LF 20.0000 3,740.00 0.000 0 (F) 215 TRANSITION RAILING (TYPE WB) EA 2,000.0000 28,000.00 5.000 10,000.00 11.000 22,000 216 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 4,000.00 0.000 0 217 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 9,500.00 3.000 1,500.00 15.000 7,500 218 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 22,500.00 4.000 10,000.00 9.000 22,500 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 22,000.00 1.000 2,000.00 9.000 18,000 220 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 6,300.00 0.000 0 221 CONCRETE BARRIER (TYPE 60) LF 30.0000 1,074,000.00 24,115.000 723,450 222 CONCRETE BARRIER (TYPE 60A) LF 30.0000 39,780.00 1,326.000 39,780 (F) 223 CONCRETE BARRIER (TYPE 60C) LF 40.0000 191,600.00 11,009.300 440,372 224 CONCRETE BARRIER (TYPE 60D) LF 50.0000 9,350.00 0.000 0 (F) 225 CONCRETE BARRIER (TYPE 60E) LF 185.0000 188,700.00 1,076.000 199,060 226 CONCRETE BARRIER (TYPE 60G) LF 35.0000 136,850.00 3,873.000 135,555 227 CONCRETE BARRIER (TYPE 60E MOD) LF 200.0000 382,000.00 1,920.000 384,000 228 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 65.0000 282,750.00 176.070 11,444.55 4,349.990 282,749 (F) 229 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 89,460.00 127,623.000 53,601.66 127,623.000 53,601 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 11,448.00 9,328.000 4,943.84 9,328.000 4,943 231 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 13,833.00 8,565.000 4,539.45 8,565.000 4,539 (BROKEN 12-3) 232 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 15,640.00 0.000 0 233 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 80.85 0.000 0 (BROKEN 6-1) 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 128,100.00 0.000 0 (BROKEN 36-12) 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 2,457.00 2,628.000 1,103.76 2,628.000 1,103 (BROKEN 17-7) 236 PAINT PAVEMENT MARKING SQFT 3.6800 2,723.20 319.000 1,173.92 319.000 1,173 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.2500 61,425.00 3,757.000 19,724.25 3,757.000 19,724 238 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.840 4,200 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 10 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,000.0000 20,000.00 0.940 18,800 240 MODIFY TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 1.000 200,000 241 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM LS 70,000.0000 70,000.00 0.640 44,800 242 MODIFY RAMP METERING SYSTEM LS 250,000.0000 250,000.00 0.090 22,500.00 0.752 188,000 243 RAMP METERING SYSTEM LS 200,000.0000 200,000.00 0.991 198,200 244 MODIFY LIGHTING AND SIGN ILLUMINATION LS 850,000.0000 850,000.00 0.060 51,000.00 1.000 850,000 245 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 246 DOWEL BAR EA 15.0000 3,300.00 286.000 4,290 247 STRUCTURAL STEEL (BRIDGE) LB 6.0000 16,050.00 15,530.000 93,180 248 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 249 TEMPORARY WETLAND SOIL PROTECTION LS 250,000.0000 250,000.00 1.000 250,000 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 251 REMOVE LIME TREATED SOIL CY 16.2000 686,880.00 79,796.470 1,292,702 252 SUBGRADE ENHANCEMENT FABRIC SQYD 0.9500 330,600.00 422,433.860 401,312 PROGRAM CAS145 PAGE 11 DATE 11/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3797U4 TIME 02:22 PM ESTIMATE NO. 063 BID OPENING 06/15/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 11/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,096,382.74 72,574,538.33 ADJUSTMENT OF COMPENSATION -551,912.47 3,373,735.80 EXTRA WORK 23,985.52 11,660,433.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 568,455.79 87,608,707.76 253 MOBILIZATION LS 8,785,000.0000 8,785,000.00 1.000 8,785,000 ORIGINAL CONTRACT AMOUNT 88,422,859.55 TOTAL WORK COMPLETED 568,455.79 96,393,707.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -83,385.40 TOTAL 568,455.79 96,310,322.36 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 08/24/11 970 09/26/11 10/18/11 12/29/16 903 362 212 0 96% 76% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/16