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 07/23/14 EST. NO.16 TIME 10:21 AM R.E. NAME: TRI, PRESTON 03-406604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0002 4,541.13 A.C. @ L.S.(+) 061113 N 0038.0 013 0003 10,365.15 E.W. @ F.A.(+) 012514 N 0162.0 0004 8,131.26 012514 N 0163.0 23,037.54 TOTAL THIS ESTIMATE 287,134.96 TOTAL PREVIOUS ESTIMATE 310,172.50 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 07/23/14 EST. NO.16 TIME 10:21 AM R.E. NAME: TRI, PRESTON 03-406604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/13 -2,000.00 01 RETURN DEDUCT 5/13 2,000.00 02 PER LTR DATED 7/13 -10,000.00 03 PER LTR DATED 8/13 -10,000.00 04 PER LTR DATED 9/13 -10,000.00 06 PER LTR DATED 10/13 -5,000.00 07 PER LTR DATED 11/13 -10,000.00 08 RETURN DEDUCT 11/13 10,000.00 09 PER LTR DATED 1/14 -10,000.00 10 RETURN DEDUCT 7/13 10,000.00 11 RETURN DEDUCT 8/13 10,000.00 11 RETURN DEDUCT 9/13 10,000.00 11 RETURN DEDUCT 10/13 5,000.00 11 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 LOCATION PROGRESS ESTIMATE 03-SUT-99-0.0/1.6 ----------------- TEICHERT CONSTRUCTION IN SACRAMENTO AND SUTTER COUNTIES 4401 DULUTH AVE FROM 0.6 MILES SOUTH OF SUTTER ROCKLIN CA 95765 COUNTY LINE TO 0.7 MILES NORTH OF RIEGO ROAD MITIGATED NEGATIVE DECLARATION FED. AID NO. HP21-L620(304)8 CONSTRUCT INTERCHANGE WITH 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 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 1,400.0000 385,000.00 22.000 30,800.00 159.000 222,600 003 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.080 3,200.00 0.567 22,680 004 PREPARE STORM WATER POLLUTION LS 1,900.0000 1,900.00 0.750 1,425 PREVENTION PLAN 005 TEMPORARY SILT FENCE LF 2.5000 32,750.00 26,391.500 65,978 006 TEMPORARY GRAVEL BAG BERM LF 15.0000 28,500.00 2,158.000 32,370 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 10.000 35,000 008 TEMPORARY COVER SQYD 3.4000 11,900.00 3,128.000 10,635 009 TEMPORARY CHECK DAM LF 9.0000 8,100.00 1,807.500 16,267 010 MOVE-IN/MOVE-OUT EA 300.0000 1,800.00 3.000 900 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 270.0000 4,590.00 10.000 2,700 012 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 8,160.00 126,750.000 76,050 (POLYMER STABILIZED FIBER MATRIX) 013 STREET SWEEPING LS 50,000.0000 50,000.00 0.080 4,000.00 0.567 28,350 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.750 2,250 015 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 11.000 5,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 650.0000 15,600.00 3.000 1,950 018 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.400 3,800 019 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.080 8,000.00 0.567 56,700 020 TYPE III BARRICADE EA 250.0000 7,500.00 24.000 6,000 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.2500 1,625.00 1,559.000 1,948 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 4,140.00 15,082.000 4,524 PROGRAM CAS145 PAGE 2 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 50.000 2,500 024 TRAFFIC PLASTIC DRUM EA 90.0000 9,900.00 173.000 15,570 025 TEMPORARY PAVEMENT MARKER EA 3.9000 1,833.00 334.000 1,302 026 PORTABLE CHANGEABLE MESSAGE SIGN LS 28,000.0000 28,000.00 0.080 2,240.00 0.567 15,876 027 TEMPORARY RAILING (TYPE K) LF 8.0000 99,200.00 5,410.000 43,280 028 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 600.0000 27,000.00 45.000 27,000 029 ABANDON CULVERT EA 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200 030 OBLITERATE SURFACING SQYD 6.2000 82,460.00 4,765.000 29,543.00 5,580.000 34,596 031 REMOVE FENCE (TYPE WM) LF 0.8000 2,456.00 3,575.000 2,860 032 REMOVE FLARED END SECTION EA 200.0000 3,600.00 18.000 3,600 033 REMOVE TRAFFIC STRIPE LF 1.0000 750.00 100.000 100.00 2,050.000 2,050 034 REMOVE PAVEMENT MARKING SQFT 3.0000 1,260.00 558.000 1,674 035 REMOVE ROADSIDE SIGN EA 60.0000 1,620.00 6.000 360 036 REMOVE CULVERT EA 1,600.0000 44,800.00 32.000 51,200 037 REMOVE INLET EA 300.0000 300.00 0.000 0 038 REMOVE ASPHALT CONCRETE SURFACING CY 20.0000 77,800.00 0.000 0 039 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 9.000 1,800 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 54,210.00 0.000 0 041 REMOVE CONCRETE SQFT 4.5000 4,410.00 1,237.000 5,566 042 REMOVE CONCRETE (MISCELLANEOUS) SQYD 10.0000 4,400.00 220.000 2,200 043 CLEARING AND GRUBBING LS 14,000.0000 14,000.00 1.000 14,000 044 ROADWAY EXCAVATION CY 8.0000 474,400.00 60,409.000 483,272 045 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 046 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 57,465.00 1,277.000 57,465 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 68,875.00 683.530 64,935 (F) 048 IMPORTED BORROW (CY) CY 7.0000 3,066,000.00 418,078.000 2,926,546 049 HIGHWAY PLANTING LS 33,500.0000 33,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 4.0000 24,000.00 0.000 0 051 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1000 164,000.00 413,820.000 41,382 052 ROLLED EROSION CONTROL PRODUCT SQFT 0.2400 24,240.00 0.000 0 (NETTING) 053 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0 054 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.000 0 055 IRRIGATION SLEEVE LF 30.0000 10,500.00 339.500 10,185 056 8" CORRUGATED HIGH DENSITY LF 25.0000 9,250.00 285.000 7,125 POLYETHYLENE PIPE CONDUIT 057 CLASS 2 AGGREGATE BASE CY 22.0000 1,392,600.00 7,724.000 169,928.00 56,989.630 1,253,771 058 HOT MIX ASPHALT (TYPE A) TON 55.0000 2,277,000.00 17,817.110 979,941.05 28,087.710 1,544,824 059 HOT MIX ASPHALT (OPEN GRADED) TON 83.0000 385,120.00 0.000 0 060 HOT MIX ASPHALT (TEXTURED PAVING) SQFT 5.0000 88,000.00 0.000 0 061 SHOULDER RUMBLE STRIP STA 45.0000 9,900.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 5,800.00 1,305.000 5,220.00 1,305.000 5,220 063 TACK COAT TON 100.0000 3,700.00 27.040 2,704.00 27.040 2,704 064 FURNISH PILING (CLASS 40) LF 18.0000 268,776.00 14,932.000 268,776 (ALTERNATIVE X) 065 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 1,200.0000 294,000.00 245.000 294,000 066 PRESTRESSING LS 195,000.0000 195,000.00 1.000 195,000 067 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 305.0000 123,220.00 404.000 123,220 (F) 068 STRUCTURAL CONCRETE, BRIDGE CY 555.0000 1,253,190.00 2,262.470 1,255,670 (F) 069 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 190,850.00 91.000 50,050.00 347.000 190,850 (TYPE N) 070 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 27,200.00 4.750 8,075.00 8.720 14,824 071 FURNISH PRECAST PRESTRESSED CONCRETE CA EA 40,000.0000 560,000.00 14.000 560,000 WIDE FLANGE GIRDER (130'-140') 072 FURNISH PRECAST PRESTRESSED CONCRETE CA EA 41,000.0000 574,000.00 14.000 574,000 WIDE FLANGE GIRDER (140'-150') 073 ERECT PRECAST CONCRETE GIRDER EA 5,000.0000 140,000.00 28.000 140,000 074 JOINT SEAL (MR 2") LF 100.0000 31,600.00 0.000 0 075 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 537,685.00 537,685.000 537,685 (F) 076 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.2500 12,258.75 2,335.000 12,258.75 2,335.000 12,258 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 4 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.7500 6,421.25 2,335.000 6,421.25 2,335.000 6,421 (F) WITH WALKWAY) 078 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 358,477.50 0.000 0 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 23,898.50 0.000 0 (F) 080 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 17,000.00 0.000 0 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 3,000.00 0.000 0 (0.063"-UNFRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,440.00 0.000 0 (0.080"-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,245.00 0.000 0 (0.063"-FRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,240.00 0.000 0 (0.080"-FRAMED) 085 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 962.0000 36,556.00 19.000 18,278.00 19.000 18,278 (SIGN FOUNDATION) 086 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 873.0000 82,935.00 68.000 59,364.00 68.000 59,364 (SIGN FOUNDATION) 087 ROADSIDE SIGN - ONE POST EA 150.0000 7,650.00 0.000 0 088 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 0.000 0 089 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,500.00 0.000 0 METHOD) 090 12" ALTERNATIVE PIPE CULVERT LF 17.5000 10,150.00 571.700 10,004 091 18" ALTERNATIVE PIPE CULVERT LF 73.0000 12,410.00 169.100 12,344 092 24" ALTERNATIVE PIPE CULVERT LF 98.0000 53,900.00 311.000 30,478 093 30" ALTERNATIVE PIPE CULVERT LF 94.0000 7,050.00 75.000 7,050 094 36" ALTERNATIVE PIPE CULVERT LF 114.0000 58,140.00 507.500 57,855 095 42" ALTERNATIVE PIPE CULVERT LF 250.0000 30,000.00 118.900 29,725 096 48" ALTERNATIVE PIPE CULVERT LF 275.0000 63,250.00 223.000 61,325 097 18" REINFORCED CONCRETE PIPE LF 82.0000 32,800.00 8.000 656.00 279.400 22,910 098 24" REINFORCED CONCRETE PIPE LF 140.0000 74,200.00 486.000 68,040 099 30" REINFORCED CONCRETE PIPE LF 141.0000 31,020.00 217.400 30,653 100 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 17.0000 14,280.00 0.000 0 101 48" FLASH BOARD RISER EA 1,500.0000 4,500.00 1.000 1,500 102 WELDED STEEL PIPE CASING (BRIDGE) LF 145.0000 21,750.00 150.000 21,750 (F) 103 18" CONCRETE FLARED END SECTION EA 720.0000 6,480.00 6.000 4,320 PROGRAM CAS145 PAGE 5 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CONCRETE FLARED END SECTION EA 880.0000 7,920.00 9.000 7,920 105 30" CONCRETE FLARED END SECTION EA 1,100.0000 4,400.00 4.000 4,400 106 12" ALTERNATIVE FLARED END SECTION EA 370.0000 370.00 1.000 370 107 18" ALTERNATIVE FLARED END SECTION EA 410.0000 1,230.00 2.000 820 108 24" ALTERNATIVE FLARED END SECTION EA 440.0000 3,080.00 6.000 2,640 109 30" ALTERNATIVE FLARED END SECTION EA 840.0000 2,520.00 3.000 2,520 110 42" ALTERNATIVE FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 111 48" ALTERNATIVE FLARED END SECTION EA 1,700.0000 1,700.00 1.000 1,700 112 30" AUTOMATIC DRAINAGE GATE EA 3,400.0000 3,400.00 1.000 3,400 113 24" AUTOMATIC DRAINAGE GATE EA 2,800.0000 11,200.00 4.000 11,200 114 24" GATE VALVE EA 10,000.0000 20,000.00 0.000 0 115 48" PRECAST CONCRETE PIPE INLET LF 230.0000 2,990.00 0.000 0 116 ROCK SLOPE PROTECTION CY 86.0000 4,558.00 0.000 0 (NO. 1, METHOD B) 117 ROCK SLOPE PROTECTION CY 135.0000 22,950.00 179.200 24,192 (NO. 2, METHOD B) 118 SLOPE PAVING (CONCRETE) CY 920.0000 117,760.00 128.000 117,760 (F) 119 ROCK SLOPE PROTECTION FABRIC SQYD 7.5000 3,300.00 396.600 2,974 120 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 15,300.00 33.400 15,030 CONSTRUCTION) 121 MINOR CONCRETE (CURB, SIDEWALK AND CY 220.0000 187,000.00 539.000 118,580.00 539.000 118,580 CURB RAMP) 122 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,662.00 1,434.000 2,868.00 1,670.000 3,340 (F) 123 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 40,560.00 4,056.000 40,560 (F) 124 CHAIN LINK FENCE (TYPE CL-6) LF 7.6000 142,880.00 0.000 0 125 12' CHAIN LINK GATE (TYPE CL-6) EA 2,500.0000 5,000.00 0.000 0 126 DELINEATOR (CLASS 1) EA 65.0000 10,400.00 0.000 0 127 HIGHWAY POST MARKER EA 50.0000 100.00 0.000 0 128 MARKER (CULVERT) EA 50.0000 700.00 0.000 0 129 OBJECT MARKER (TYPE K-1) EA 75.0000 900.00 0.000 0 130 METAL BEAM GUARD RAILING LF 20.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CHAIN LINK RAILING (TYPE 6) LF 70.0000 46,480.00 664.000 46,480.00 664.000 46,480 (F) 132 CONCRETE BARRIER (TYPE 26) LF 125.0000 83,000.00 664.000 83,000.00 664.000 83,000 (F) 133 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 30,750.00 0.000 0 134 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 34.0000 280,160.00 0.000 0 135 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0 136 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,365.0000 4,730.00 0.000 0 137 ALTERNATIVE CRASH CUSHION SYSTEM EA 26,000.0000 78,000.00 1.000 26,000.00 1.000 26,000 138 CONCRETE BARRIER (TYPE 60) LF 44.0000 49,720.00 1,123.000 49,412.00 1,123.000 49,412 139 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 30,950.00 6,717.000 3,358.50 6,717.000 3,358 140 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,536.00 0.000 0 141 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,520.00 680.000 680.00 680.000 680 142 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 720.00 0.000 0 (BROKEN 12-3) 143 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 10,100.00 0.000 0 144 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 115.50 0.000 0 (BROKEN 6-1) 145 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 4,025.00 0.000 0 (BROKEN 36-12) 146 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,649.50 840.000 294.00 840.000 294 (BROKEN 17-7) 147 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,610.00 100.000 300.00 100.000 300 148 SIGNAL AND LIGHTING (TEMPORARY) LS 225,500.0000 225,500.00 0.950 214,225 149 SIGNAL AND LIGHTING LS 335,300.0000 335,300.00 0.146 48,953.80 0.470 157,591 150 LIGHTING AND SIGN ILLUMINATION LS 433,000.0000 433,000.00 0.177 76,641.00 0.370 160,210 151 EMERGENCY VEHICLE DETECTION LS 14,150.0000 14,150.00 0.000 0 152 WIRELESS VEHICLE DETECTOR SYSTEM LS 32,500.0000 32,500.00 0.000 0 153 CLOSED CIRCUIT TELEVISION SYSTEM LS 41,500.0000 41,500.00 0.000 0 154 RAMP METERING SYSTEM LS 185,000.0000 185,000.00 0.120 22,200 155 MODIFY SIGNAL AND LIGHTING LS 8,500.0000 8,500.00 0.900 7,650 PROGRAM CAS145 PAGE 7 DATE 07/23/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-406604 TIME 10:21 AM ESTIMATE NO. 16 BID OPENING 07/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/14 R.E. NAME: TRI, PRESTON DATE OF THIS ESTIMATE 07/23/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,850,546.35 12,968,556.26 ADJUSTMENT OF COMPENSATION 4,541.13 164,124.64 EXTRA WORK 18,496.41 146,047.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,873,583.89 13,278,728.76 156 MOBILIZATION LS 1,231,600.0000 1,231,600.00 1.000 1,231,600 ORIGINAL CONTRACT AMOUNT 18,321,383.00 TOTAL WORK COMPLETED 1,873,583.89 14,510,328.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,873,583.89 14,500,328.76 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 11/06/12 525 05/01/13 11/13/12 02/19/15 159 256 4 0 75% 30% PROGRESS IS SATISFACTORY TRI, PRESTON RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/14