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 10/30/14 EST. NO.09 TIME 08:43 AM R.E. NAME: ALTERTON, NATHAN 03-1A7314 --------------------------------------------------------------------------- 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 0147 1,191.53 E.W. @ F.A.(+) 082014 N 149 0 0148 728.78 091514 N 150 0 0149 841.64 091514 N 151 0 0150 551.42 091614 N 152 0 0151 632.38 091614 N 153 0 0152 482.50 091714 N 154 0 0153 556.98 091714 N 155 0 0154 817.47 091814 N 156 0 0155 944.19 091814 N 157 0 0156 687.83 091914 N 158 0 0157 595.77 091914 N 159 0 0158 68.93 081814 N 160 0 0159 79.57 081814 N 161 0 0160 687.83 082114 N 162 0 0161 595.77 082114 N 163 0 0162 103.39 082714 N 164 0 0163 119.35 082714 N 165 0 0164 153.83 082814 N 166 0 0165 133.03 082814 N 167 0 0166 866.35 092214 N 168 0 0167 2,252.88 092214 N 169 0 0168 477.30 092314 N 170 0 0169 1,231.14 092314 N 171 0 0170 1,425.75 092414 N 173 0 0171 555.15 092414 N 172 0 0172 321.60 092514 N 174 0 0173 827.13 092514 N 175 0 0178 340.28 092314 N 180 0 0179 893.65 092314 N 181 0 0180 416.25 092414 N 182 0 0181 1,093.17 092414 N 183 0 0182 314.95 092514 N 184 0 0183 827.13 092514 N 185 0 0184 517.55 092914 N 186 0 0185 1,359.23 092914 N 187 0 0186 212.70 093014 N 188 0 0187 546.59 093014 N 189 0 0188 443.20 100114 N 191 0 0189 172.50 100114 N 190 0 0190 568.21 093014 N 192 0 0191 1,492.26 093014 N 193 0 0196 827.13 100814 N 198 0 0201 827.13 101414 N 203 0 0204 827.13 101314 N 206 0 006 0005-1 -9,679.33 E.W. @ F.A.(+) 060314 N 5 0 DAO CORRECTING ENTRY 0005-2 7,324.21 060314 N 5 0 DAO CORRECTING ENTRY 0011-1 -3,132.89 061614 N 10 0 DAO CORRECTING ENTRY 0011-2 158.55 061614 N 10 0 DAO CORRECTING ENTRY 0012-1 -1,632.89 061714 N 11 0 DAO CORRECTING ENTRY 0013-1 -10,068.59 061714 N 12 0 DAO CORRECTING ENTRY 0014-1 -5,546.40 061814 N 13 0 DAO CORRECTING ENTRY 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 10/30/14 EST. NO.09 TIME 08:43 AM R.E. NAME: ALTERTON, NATHAN 03-1A7314 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0018 3,220.89 100614 N 18 0 0019 371.23 093014 N 19 0 0020 827.11 093014 N 20 0 0021 464.04 100114 N 21 0 0022 1,479.49 100114 N 22 0 0023 1,560.59 100614 N 23 0 0024 9,995.49 100714 N 24 0 0025 2,188.45 100714 N 25 0 0027 12,672.68 100814 N 26 0 0028 2,548.98 100814 N 27 0 0029 8,116.88 100614 N 28 0 014 0001 1,569.39 E.W. @ F.A.(+) 091914 N 1 0 0002 2,166.42 092314 N 2 0 0005 1,169.85 092614 N 5 0 0006 2,248.93 092914 N 6 0 0007 1,608.87 093014 N 7 0 0008 5,243.19 092514 N 8 0 0009 1,659.04 100214 N 9 0 017 0013 713.40 E.W. @ F.A.(+) 091114 N 13 0 0014 224.32 092714 N 14 0 020 0001 784.70 E.W. @ F.A.(+) 091914 N 1 0 0003 3,369.73 100114 N 3 0 0004 16,943.47 092914 N 4 0 0005 1,334.58 092914 N 5 0 023 0001 784.70 E.W. @ F.A.(+) 091914 N 1 0 90,297.63 TOTAL THIS ESTIMATE 430,620.67 TOTAL PREVIOUS ESTIMATE 520,918.30 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 10/30/14 EST. NO.09 TIME 08:43 AM R.E. NAME: ALTERTON, NATHAN 03-1A7314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 6/14 -5,000.00 04 PER LTR DATED 7/14 -5,000.00 05 RETURN DEDUCT 6/14 5,000.00 05 PER LTR DATED 8/14 -10,000.00 06 RETURN DEDUCT 7/14 5,000.00 08 PER LTR DATED 10/14 -5,000.00 09 -5,000.00 -15,000.00 TOTAL DEDUCTIONS -5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-67.6/72.9 ----------------------- DON GARCIA EXCAVATING AND IN EL DORADO COUNTY IN AND NEAR PAVING INC MYERS FR JOHNSON PASS ROAD TO P O BOX 7176 INCLINE ROAD SOUTH LAKE TAHOE, CA 96158 FED. AID NO. NH-P050(131)E STORM WATER QUALITY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.750 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 375,000.00 19.000 57,000.00 117.000 351,000 004 CONSTRUCTION AREA SIGNS LS 9,500.0000 9,500.00 0.076 722.00 0.718 6,821 005 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.152 38,000.00 0.936 234,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.152 3,800.00 0.936 23,400 007 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.152 7,600.00 0.936 46,800 008 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.038 190.00 0.984 4,920 PLAN 009 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 4.000 2,000.00 15.000 7,500 010 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 5,500.00 1.000 250.00 3.000 750 011 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 012 MOVE-IN/MOVE-OUT EA 998.0000 4,990.00 2.000 1,996 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 1.4200 6,191.20 193.000 274.06 15,445.500 21,932 (BONDED FIBER MATRIX) 014 TEMPORARY SOIL BINDER SQYD 0.7400 3,226.40 0.000 0 015 TEMPORARY COVER SQYD 2.8800 12,556.80 1,117.000 3,216.96 2,902.500 8,359 016 TEMPORARY CHECK DAM LF 15.0000 7,800.00 159.000 2,385.00 3,201.000 48,015 017 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 2,700.00 13.000 1,950 018 CLEAR WATER DIVERSION LS 25,000.0000 25,000.00 0.827 20,675 019 TEMPORARY FIBER ROLL LF 3.5000 16,800.00 4,910.000 17,185 020 TEMPORARY GRAVEL BAG BERM LF 5.0000 9,850.00 116.000 580.00 945.000 4,725 021 TEMPORARY REINFORCED SILT FENCE LF 4.0000 3,840.00 215.000 860 022 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 9,200.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 25,000.0000 25,000.00 0.152 3,800.00 0.936 23,400 024 TEMPORARY ACTIVE TREATMENT SYSTEM LS 25,000.0000 25,000.00 0.152 3,800.00 0.936 23,400 025 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.152 380.00 0.936 2,340 026 TEMPORARY FENCE (TYPE ESA) LF 3.0000 33,000.00 10,500.000 31,500 027 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) WDAY 1,000.0000 8,000.00 5.000 5,000 028 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 0.892 7,136 029 DESTROY WELL EA 750.0000 35,250.00 0.000 0 030 REMOVE FENCE LF 20.0000 1,000.00 50.000 1,000.00 50.000 1,000 031 REMOVE WOOD BOLLARD EA 35.0000 9,450.00 270.000 9,450 032 REMOVE METAL BEAM GUARD RAILING LF 13.0000 8,710.00 412.500 5,362 033 REMOVE FLARED END SECTION EA 250.0000 500.00 3.000 750 034 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 15,400.00 29,400.000 16,170.00 29,400.000 16,170 035 REMOVE PAINTED PAVEMENT MARKING SQFT 5.5000 8,910.00 1,701.000 9,355.50 1,701.000 9,355 036 REMOVE ROADSIDE SIGN EA 150.0000 750.00 1.000 150 037 REMOVE OVERSIDE DRAIN EA 300.0000 3,300.00 11.000 3,300 038 REMOVE SAND TRAP EA 600.0000 6,600.00 10.000 6,000 039 REMOVE INLET EA 600.0000 1,800.00 2.000 1,200 040 REMOVE HEADWALL EA 350.0000 5,600.00 17.000 5,950 041 RECONSTRUCT METAL BEAM GUARD RAILING LF 24.0000 183,120.00 6,742.500 161,820 042 RESET MILEPOST MARKER EA 150.0000 150.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 36,400.00 3,057.500 61,150.00 3,057.500 61,150 044 CLEANING, INSPECTING, AND PREPARING LF 27.0000 34,560.00 957.500 25,852 CULVERT (LF) 045 CONCRETE INVERT PAVING LF 200.0000 11,600.00 0.000 0 046 24" CURED-IN-PLACE PIPELINER LF 135.0000 166,050.00 1,036.900 139,981 047 21" X 15" CURED-IN-PLACE PIPELINER LF 170.0000 9,350.00 54.100 9,197 048 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.890 13,350 049 ROADWAY EXCAVATION CY 60.0000 179,400.00 768.000 46,080.00 4,189.000 251,340 PROGRAM CAS145 PAGE 3 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (VEGETATED SWALES) CY 85.0000 30,600.00 360.000 30,600 051 SHOULDER BACKING TON 78.0000 16,380.00 210.000 16,380.00 210.000 16,380 052 BOULDER (A) EA 1,600.0000 28,800.00 3.000 4,800.00 13.000 20,800 053 BOULDER (B) EA 325.0000 2,600.00 2.000 650.00 8.000 2,600 054 BOULDER (C) EA 170.0000 3,400.00 3.000 510.00 17.000 2,890 055 BOULDER (D) EA 135.0000 2,835.00 2.000 270.00 17.000 2,295 056 LOG (12) EA 1,000.0000 14,000.00 1.000 1,000.00 11.000 11,000 057 LOG (18) EA 1,000.0000 14,000.00 2.000 2,000.00 12.000 12,000 058 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 2.000 2,000 059 DUFF ACRE 5,000.0000 5,000.00 0.000 0 060 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 82,500.00 48,279.000 48,279.00 85,554.000 85,554 061 ROLLED EROSION CONTROL PRODUCT (TRM) SQFT 7.0000 408,100.00 16,327.000 114,289 062 HYDROMULCH SQFT 0.0600 6,480.00 33,066.000 1,983.96 41,970.000 2,518 063 STRAW SQFT 0.2700 51,300.00 41,871.000 11,305.17 89,059.000 24,045 064 HYDROSEED (SEED MIX 1) SQFT 0.5300 91,160.00 44,871.000 23,781.63 76,290.000 40,433 065 HYDROSEED (SEED MIX 2) SQFT 0.3000 5,190.00 15,330.000 4,599 066 COMPOST (TYPE 1) SQFT 1.6000 236,800.00 17,950.000 28,720.00 118,585.000 189,736 067 COMPOST (TYPE 2) SQFT 0.4200 24,486.00 9,974.000 4,189.08 40,066.000 16,827 068 INCORPORATE MATERIALS SQFT 0.3200 47,360.00 17,950.000 5,744.00 118,585.000 37,947 069 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 115,200.00 493.000 39,440.00 1,925.000 154,000 070 HOT MIX ASPHALT (TYPE A-WMA) TON 350.0000 399,000.00 952.580 333,403.00 1,275.910 446,568 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 PLACE HOT MIX ASPHALT SQYD 75.0000 5,325.00 51.800 3,885.00 95.800 7,185 (MISCELLANEOUS AREA) 073 TACK COAT TON 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000 074 PRECAST REINFORCED CONCRETE BOX LF 560.0000 78,400.00 131.300 73,528 CULVERT 075 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 174,000.00 -28.040 -84,120.00 62.860 188,580 (F) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 5,720.00 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - ONE POST EA 345.0000 7,935.00 1.000 345 078 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 260.0000 520.00 0.000 0 METHOD) 079 CONCRETE COLORATION SQFT 10.0000 11,400.00 1,368.000 13,680 080 12" PLASTIC PIPE LF 100.0000 6,000.00 39.000 3,900.00 57.700 5,770 081 18" PLASTIC PIPE LF 150.0000 132,000.00 3.000 450.00 674.150 101,122 082 24" PLASTIC PIPE LF 170.0000 139,400.00 873.500 148,495 083 PERMEABLE MATERIAL CY 150.0000 5,400.00 36.300 5,445 (F) 084 DRAINAGE INLET MARKER EA 200.0000 1,000.00 0.000 0 085 36" CORRUGATED STEEL PIPE INLET LF 725.0000 63,800.00 93.500 67,787 (.109" THICK) 086 12" CONCRETE FLARED END SECTION EA 650.0000 1,300.00 2.000 1,300.00 2.000 1,300 087 18" CONCRETE FLARED END SECTION EA 900.0000 9,000.00 1.000 900.00 10.000 9,000 088 21" X 15" CONCRETE FLARED END SECTION EA 1,200.0000 2,400.00 2.000 2,400 089 24" CONCRETE FLARED END SECTION EA 1,200.0000 8,400.00 3.000 3,600 090 36" PRECAST CONCRETE PIPE INLET LF 650.0000 59,150.00 79.400 51,610 091 MINOR CONCRETE (BACKFILL) CY 1,000.0000 1,900.00 16.000 16,000.00 39.460 39,460 092 ROCK SLOPE PROTECTION CY 150.0000 18,000.00 11.100 1,665.00 134.800 20,220 (LIGHT, METHOD B) (CY) 093 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 150.0000 12,750.00 85.100 12,765 (CY) 094 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 200.0000 3,800.00 7.400 1,480 (CY) 095 GABION CY 800.0000 14,400.00 4.000 3,200.00 4.000 3,200 096 FILTER FABRIC SQYD 2.5000 2,025.00 5.000 12.50 692.700 1,731 097 MINOR CONCRETE (CURB) (CY) CY 430.0000 159,100.00 43.400 18,662.00 426.000 183,180 098 MINOR CONCRETE (GUTTER) (CY) CY 495.0000 35,640.00 22.700 11,236.50 60.700 30,046 099 DETECTABLE WARNING SURFACE SQFT 85.0000 14,450.00 170.000 14,450.00 170.000 14,450 100 MINOR CONCRETE (CURB AND GUTTER) CY 535.0000 246,100.00 97.700 52,269.50 443.100 237,058 101 MINOR CONCRETE (SIDEWALK) CY 430.0000 20,640.00 48.000 20,640.00 48.000 20,640 102 MINOR CONCRETE (COLORED CONCRETE) CY 750.0000 10,500.00 14.000 10,500 103 MISCELLANEOUS IRON AND STEEL LB 3.0000 28,845.00 8,327.000 24,981 (F) PROGRAM CAS145 PAGE 5 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SPLIT RAIL FENCE LF 80.0000 3,200.00 40.000 3,200.00 40.000 3,200 105 MARKER (CULVERT) EA 55.0000 3,960.00 0.000 0 106 OBJECT MARKER (TYPE L-1) EA 61.0000 793.00 0.000 0 107 METAL BEAM GUARD RAILING (WOOD POST) LF 28.0000 8,960.00 312.500 8,750 108 CABLE RAILING LF 150.0000 3,000.00 20.000 3,000.00 20.000 3,000 109 WOOD BOLLARDS EA 140.0000 46,200.00 77.000 10,780.00 330.000 46,200 110 TRANSITION RAILING (TYPE WB) EA 3,780.0000 22,680.00 6.000 22,680 111 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 5,250.00 3.000 2,250 112 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,650.0000 14,600.00 5.000 18,250 113 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 39,000.00 15.000 39,000 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 22,880.00 10,375.000 22,825.00 10,375.000 22,825 (RECESSED) 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 2,200.00 982.000 2,160.40 982.000 2,160 (RECESSED, BROKEN 8-4) 116 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.6000 4,554.00 1,351.000 8,916.60 1,351.000 8,916 (RECESSED) 117 THERMOPLASTIC PAVEMENT MARKING SQFT 22.0000 14,520.00 666.000 14,652.00 666.000 14,652 (RECESSED) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 14,564.00 6,950.000 15,290.00 6,950.000 15,290 (RECESSED) 119 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7700 12,012.00 15,102.000 11,628.54 15,102.000 11,628 120 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.7700 854.70 1,389.000 1,069.53 1,389.000 1,069 (BROKEN 12-3) 121 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.5000 240.00 164.000 246.00 164.000 246 122 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 27.5000 14,025.00 794.000 21,835.00 794.000 21,835 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.304 608.00 0.936 1,872 SYSTEM ELEMENTS DURING CONSTRUCTION 124 SIGNAL AND LIGHTING (TEMPORARY) LS 112,000.0000 112,000.00 0.050 5,600.00 0.950 106,400 125 LIGHTING LS 25,000.0000 25,000.00 0.214 5,350.00 0.964 24,100 126 MODIFY SIGNAL AND LIGHTING LS 210,000.0000 210,000.00 0.050 10,500.00 0.950 199,500 PROGRAM CAS145 PAGE 6 DATE 10/30/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7314 TIME 08:43 AM ESTIMATE NO. 09 BID OPENING 06/25/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 10/30/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 983,320.93 4,706,013.88 ADJUSTMENT OF COMPENSATION 0.00 9,346.70 EXTRA WORK 90,297.63 511,571.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,073,618.56 5,226,932.18 127 MOBILIZATION LS 224,000.0000 224,000.00 1.000 224,000 ORIGINAL CONTRACT AMOUNT 5,371,038.10 TOTAL WORK COMPLETED 1,073,618.56 5,450,932.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -15,000.00 TOTAL 1,068,618.56 5,435,932.18 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 08/27/13 125 09/27/13 09/27/13 11/17/14 118 145 14 0 88% 85% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/30/14