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 04/08/14 EST. NO.28 TIME 01:21 PM R.E. NAME: ISKIN, ROY 03-2A9214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 047 0001-1 -3,191.38 E.W. @ F.A.(+) 071509 N 0454.0 DAO CORRECTING ENTRY 0001-2 2,901.25 071509 N 0454.0 DAO CORRECTING ENTRY -290.13 TOTAL THIS ESTIMATE 1,261,395.24 TOTAL PREVIOUS ESTIMATE 1,261,105.11 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 04/08/14 EST. NO.28 TIME 01:21 PM R.E. NAME: ISKIN, ROY 03-2A9214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM DEDUCTION -7,247.50 01 RETURN CPM DEDUCT 7,247.50 02 CPM SCHEDULE -96,579.36 03 SWPPP DEFICIENCY -96,579.36 03 RETURN SWPPP DEDUCT 96,579.36 04 RETURN SWPPP DEDUCT 96,579.36 04 CPM RETENTION -116,929.21 05 RETURN CPM RETENTION 116,929.21 06 RESTAINING CHARGES -2,940.03 12 RESTAKING CHARGES -2,250.00 15 RESTAKING CHARGES -2,130.00 17 ITEM 95 OUT OF SPEC -438.00 21 MISSING FINAL CPM -10,000.00 23 RETURN CPM DEDUCTION 10,000.00 24 0.00 -7,758.03 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 23 RECEIVED CEM2402F 10,000.00 25 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 03 PER LTR DATED 8/08 -10,000.00 04 PER LTR DATED 11/08 -9,000.00 07 RETURN 7/08 DEDUCT 10,000.00 07 RETURN 8/08 DEDUCT 10,000.00 07 PER LTR DATED 12/08 -5,000.00 08 PER LTR DATED 2/09 -2,000.00 09 RTN 02/09 DEDUCT 2,000.00 10 RTN 11/08 DEDUCT 9,000.00 10 RTN 12/08 DEDUCT 5,000.00 10 PER LTR DATED 4/09 -3,000.00 11 PER LTR DATED 7/09 -7,000.00 14 PER LTR DATED 8/09 -10,000.00 15 PER LTR DATED 9/09 -10,000.00 16 RETURN 4/09 DEDUCT 3,000.00 16 PER LTR DATED 10/09 -4,000.00 17 RETURN 7/09 DEDUCT 7,000.00 18 RETURN 8/09 DEDUCT 10,000.00 18 PER LTR DATED 5/10 -10,000.00 19 RETURN 09/09 DEDUCT 10,000.00 19 RETURN 10/09 DEDUCT 4,000.00 19 PER LTR DATED 7/2010 -5,000.00 20 PER LTR DATED 8/10 -10,000.00 21 RETURN 7/10 DEDUCT 5,000.00 21 PER LTR DATED 9/2010 -10,000.00 22 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 04/08/14 EST. NO.28 TIME 01:21 PM R.E. NAME: ISKIN, ROY 03-2A9214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CERTIFIED PAYROLLS -10,000.00 23 CERTIFIED PAYROLLS 40,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 -7,758.03 PROGRAM CAS145 PAGE 1 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 LOCATION FINAL ESTIMATE 03-PLA-89-T8.6/13.7 -------------- MARTIN BROTHERS CONSTRUCTION IN PLACER COUNTY NEAR TAHOE CITY 20 LIGHT SKY COURT FROM ROUTE 89/28 JUNCTION TO SQUAW SACRAMENTO CA 95828 VALLEY ROAD FED. AID NO. ACST-P089(90)E ,P-P089(90)E ASPHALT CONCRETE SURFACING ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 1.000 12,500 002 TIME-RELATED OVERHEAD WDAY 1,950.0000 585,000.00 305.000 594,750 003 TEMPORARY FENCE (TYPE ESA) M 10.2500 9,020.00 770.000 7,892 004 PROTECTION OF MIGRATORY BIRDS LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 195,000.0000 195,000.00 1.000 195,000 006 PREPARE STORM WATER POLLUTION LS 3,250.0000 3,250.00 1.000 3,250 PREVENTION PLAN 007 DEWATERING (WATER POLLUTION CONTROL) LS 125,000.0000 125,000.00 1.000 125,000 008 TEMPORARY FIBER ROLL M 4.6500 40,548.00 1,832.520 8,521 009 TEMPORARY SILT FENCE M 3.0000 26,160.00 515.300 1,545 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 13,200.00 11.000 12,100 011 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 7,200.00 1.000 1,200 012 TEMPORARY COVER M2 2.5000 6,750.00 3,829.870 9,574 013 TEMPORARY DRAINAGE INLET PROTECTION EA 103.0000 23,690.00 101.000 10,403 014 TEMPORARY HYDRAULIC MULCH M2 0.9900 8,910.00 8,705.260 8,618 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 240,000.0000 240,000.00 1.000 240,000 016 TEMPORARY CREEK DIVERSION SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 017 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 1.000 4,000 (S) 018 TRAFFIC CONTROL SYSTEM LS 405,000.0000 405,000.00 1.000 405,000 (S) 019 TEMPORARY PAVEMENT MARKING M2 5.0000 900.00 61.430 307 (S) (PAINT-2 COAT) 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 5,250.00 580.000 2,030 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT-2 COAT) M 0.8000 56,560.00 28,123.470 22,498 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 855.00 19.000 855 (S) PROGRAM CAS145 PAGE 2 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000 (S) 024 TEMPORARY RAILING (TYPE K) M 132.0000 72,600.00 538.750 71,115 (S) 025 TEMPORARY CRASH CUSHION MODULE EA 185.0000 2,035.00 11.000 2,035 (S) 026 ABANDON CULVERT EA 1,500.0000 9,000.00 7.000 10,500 027 REMOVE METAL BEAM GUARD RAILING M 22.0000 26,620.00 1,199.400 26,386 028 REMOVE FLARED END SECTION EA 350.0000 700.00 4.000 1,400 029 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 106,200.00 963.000 2,889 (S) (TEMPORARY) 030 REMOVE PAINTED TRAFFIC STRIPE M 6.0000 9,180.00 998.000 5,988 (S) 031 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 1,080.00 2.000 24 (S) (TEMPORARY) 032 REMOVE ROADSIDE SIGN EA 100.0000 7,500.00 72.000 7,200 033 REMOVE ROADSIDE SIGN PANEL EA 150.0000 150.00 1.000 150 034 REMOVE ASPHALT CONCRETE DIKE M 15.0000 3,900.00 908.500 13,627 035 REMOVE OVERSIDE DRAIN EA 1,200.0000 1,200.00 1.000 1,200 036 REMOVE CULVERT M 160.0000 35,200.00 206.900 33,104 037 REMOVE INLET EA 750.0000 17,250.00 24.000 18,000 038 REMOVE HEADWALL EA 1,500.0000 12,000.00 8.000 12,000 039 REMOVE DOWNDRAIN EA 1,250.0000 6,250.00 5.000 6,250 040 REMOVE CONCRETE PAVEMENT M2 45.0000 3,600.00 92.800 4,176 041 REMOVE ASPHALT CONCRETE SURFACING M2 45.0000 2,700.00 49.000 2,205 042 REMOVE BASE AND SURFACING M3 125.0000 13,750.00 0.000 0 043 RESET ROADSIDE SIGN EA 350.0000 700.00 2.000 700 (S) 044 ADJUST INLET EA 750.0000 16,500.00 22.000 16,500 045 ADJUST SLOTTED CORRUGATED STEEL PIPE M 290.0000 124,700.00 469.200 136,068 BEARING BAR TO GRADE 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.3000 45,318.00 6,196.030 51,427 (S) 047 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 1,900.00 110.270 2,205 048 REMOVE CONCRETE SIDEWALK M2 9.0000 1,980.00 263.040 2,367 049 CAP INLET EA 750.0000 2,250.00 4.000 3,000 PROGRAM CAS145 PAGE 3 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000 051 ROADWAY EXCAVATION M3 210.0000 1,295,700.00 4,586.367 963,137 052 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 053 STRUCTURE EXCAVATION (TYPE DC) M3 700.0000 11,270.00 16.140 11,298 (F) 054 STRUCTURE EXCAVATION (RETAINING WALL) M3 245.0000 303,800.00 1,240.000 303,800 (F) 055 STRUCTURE BACKFILL (RETAINING WALL) M3 165.0000 130,845.00 793.000 130,845 (F) 056 PERVIOUS BACKFILL MATERIAL (RETAINING M3 750.0000 22,500.00 30.000 22,500 (F) WALL) 057 DITCH EXCAVATION M3 250.0000 40,000.00 168.810 42,202 058 EROSION CONTROL (TYPE D) M2 7.8000 140,400.00 19,666.870 153,401 (S) 059 FIBER ROLLS M 7.8000 3,198.00 305.000 2,379 (S) 060 EROSION CONTROL (SOD STRIP) M2 160.0000 9,600.00 60.000 9,600 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 8,550.00 9.000 8,550 (S) 062 COIR MESH M2 4.5000 5,490.00 2,210.460 9,947 (S) 063 EROSION CONTROL (TYPE I) M2 20.0000 82,400.00 4,661.270 93,225 (S) 064 ROCK COLORATION LS 45,000.0000 45,000.00 0.000 0 (S) 065 CONCRETE COLORATION LS 60,000.0000 60,000.00 0.000 0 (S) 066 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 1.000 45,000 (S) 067 CAMCOUPLER ASSEMBLY EA 2,500.0000 7,500.00 3.000 7,500 (S) 068 25 MM PLASTIC PIPE (PR 200) M 45.0000 4,590.00 102.000 4,590 (SF)(SUPPLY LINE) 069 32 MM PLASTIC PIPE (PR 200) M 55.0000 1,485.00 27.000 1,485 (SF)(SUPPLY LINE) 070 SPRINKLER (TYPE A-5) EA 110.0000 1,980.00 18.000 1,980 (S) 071 CLASS 2 AGGREGATE BASE M3 97.7500 586,500.00 2,164.516 211,581 072 REPLACE ASPHALT CONCRETE SURFACING M3 367.0000 179,830.00 543.670 199,526 073 ASPHALT CONCRETE TONN 112.5000 3,183,750.00 31,957.320 3,595,198 074 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 95.0000 5,225.00 90.740 8,620 AREA) 075 STRUCTURAL CONCRETE, RETAINING WALL M3 975.0000 396,825.00 407.000 396,825 (F) 076 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 385,500.00 251.760 377,640 (F) PROGRAM CAS145 PAGE 4 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) M3 650.0000 13,000.00 22.640 14,716 078 ANTI-GRAFFITI COATING M2 20.0000 9,800.00 490.000 9,800 079 ARCHITECTURAL TEXTURE (RUBBLE MASONRY) M2 60.0000 29,400.00 490.000 29,400 080 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 88,575.20 21,904.100 87,616 (SF) 081 ROADSIDE SIGN - ONE POST EA 310.0000 20,460.00 66.000 20,460 082 ROADSIDE SIGN - TWO POST EA 650.0000 4,550.00 7.000 4,550 083 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 110.00 1.000 110 METHOD) 084 PREPARE AND PAINT CONCRETE M2 40.0000 19,600.00 507.160 20,286 (S) 085 200 MM PLASTIC PIPE (SCHEDULE 40) M 540.0000 27,540.00 50.500 27,270 086 300 MM PLASTIC PIPE (SCHEDULE 40) M 745.0000 3,725.00 4.900 3,650 087 300 MM CORRUGATED HIGH DENSITY M 490.0000 18,130.00 38.800 19,012 POLYETHYLENE PIPE (TYPE S) 088 450 MM CORRUGATED HIGH DENSITY M 500.0000 355,000.00 710.320 355,160 POLYETHYLENE PIPE (TYPE S) 089 600 MM CORRUGATED HIGH DENSITY M 515.0000 82,400.00 166.730 85,865 POLYETHYLENE PIPE (TYPE S) 090 750 MM CORRUGATED HIGH DENSITY M 650.0000 37,700.00 56.830 36,939 POLYETHYLENE PIPE (TYPE S) 091 300 MM CORRUGATED STEEL PIPE M 440.0000 1,320.00 0.000 0 (2.01 MM THICK) 092 450 MM CORRUGATED STEEL PIPE M 580.0000 4,640.00 6.900 4,002 (2.01 MM THICK) 093 600 MM CORRUGATED STEEL PIPE M 672.0000 8,064.00 0.000 0 (2.01 MM THICK) 094 450 MM SLOTTED CORRUGATED STEEL PIPE M 480.0000 105,600.00 214.100 102,768 (2.01 MM THICK) 095 PERMEABLE MATERIAL M3 365.0000 24,820.00 64.880 23,681 096 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 840.0000 11,760.00 13.500 11,340 (2.77 MM THICK) 097 900 MM CORRUGATED STEEL PIPE INLET M 1,780.0000 44,500.00 20.300 36,134 (2.77 MM THICK) 098 450 MM STEEL FLARED END SECTION EA 450.0000 11,700.00 24.000 10,800 099 600 MM STEEL FLARED END SECTION EA 650.0000 5,850.00 10.000 6,500 100 750 MM STEEL FLARED END SECTION EA 750.0000 3,000.00 4.000 3,000 101 200 MM GATE VALVE EA 6,500.0000 6,500.00 1.000 6,500 102 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 12,500.0000 25,000.00 2.000 25,000 103 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 250.0000 10,750.00 56.250 14,062 PROGRAM CAS145 PAGE 5 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION M3 260.0000 78,000.00 302.200 78,572 (FACING, METHOD B) 105 ROCK SLOPE PROTECTION FABRIC M2 10.0000 17,400.00 1,736.830 17,368 106 MINOR CONCRETE (CURB) M3 415.0000 377,650.00 920.710 382,094 107 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 104,000.00 137.950 89,667 CONSTRUCTION) 108 MINOR CONCRETE (CURB AND GUTTER) M3 430.0000 94,600.00 211.350 90,880 109 MINOR CONCRETE (DRIVEWAY) M3 117.0000 1,170.00 9.440 1,104 110 MINOR CONCRETE (GUTTER) M 122.0000 37,820.00 310.000 37,820 111 MINOR CONCRETE (SIDEWALK) M3 108.0000 3,240.00 30.000 3,240 112 MISCELLANEOUS IRON AND STEEL KG 4.5000 92,155.50 19,965.000 89,842 (SF) 113 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 375.00 15.000 375 114 DELINEATOR (CLASS 2) EA 40.0000 8,200.00 181.000 7,240 115 MARKER (CULVERT) EA 50.0000 7,000.00 129.000 6,450 116 HIGHWAY POST MARKER EA 56.0000 560.00 10.000 560 117 OBJECT MARKER (TYPE L-1) EA 56.0000 952.00 16.000 896 118 METAL BEAM GUARD RAILING M 100.0000 84,000.00 788.160 78,816 (S) (2.1 M WOOD POST) 119 CABLE RAILING M 150.0000 31,500.00 210.000 31,500 (S) 120 TRANSITION RAILING (TYPE WB) EA 7,250.0000 87,000.00 12.000 87,000 (S) 121 END CAP (TYPE A) EA 100.0000 800.00 7.000 700 (S) 122 END CAP (TYPE TA) EA 125.0000 750.00 2.000 250 (S) 123 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 4.000 2,400 (S) 124 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 3.000 9,000 (S) 125 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 28,500.00 10.000 28,500 (S) 126 CRASH CUSHION (ADIEM) EA 17,500.0000 17,500.00 1.000 17,500 (S) 127 CONCRETE BARRIER (TYPE 60) M 425.0000 19,550.00 39.000 16,575 128 CONCRETE BARRIER (TYPE 60 MOD) M 700.0000 56,700.00 81.000 56,700 129 CONCRETE BARRIER (TYPE 60D) M 382.5000 87,975.00 230.000 87,975 130 THERMOPLASTIC PAVEMENT MARKING M2 180.0000 3,780.00 31.330 5,639 (S) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 200 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 9,360.00 801.000 9,612 (S) (RECESSED) 132 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 1,200.00 137.000 1,096 (S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 133 100 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 181,200.00 15,277.000 183,324 (S) (RECESSED) 134 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 22,800.00 3,072.000 24,576 (S) (RECESSED, BROKEN 10.98 M - 3.66 M) 135 100 MM TWO-COMPONENT PAINT M 6.0000 97,200.00 15,971.400 95,828 (S) TRAFFIC STRIPE 136 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 13,140.00 72.690 13,084 (S) 137 MODIFY ROADSIDE WEATHER INFORMATION LS 19,500.0000 19,500.00 1.000 19,500 (S) SYSTEM (RWIS) 138 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000 (S) (COUNT) 139 MODIFY SIGNAL LS 11,000.0000 11,000.00 1.000 11,000 (S) 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 EROSION CONTROL (BLANKET) M2 1.3500 1,539.00 319.000 430 (S) PROGRAM CAS145 PAGE 7 DATE 04/08/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/11/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 04/08/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 11,634,139.34 ADJUSTMENT OF COMPENSATION 0.00 513,784.77 EXTRA WORK -290.13 747,320.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -290.13 12,895,244.45 142 MOBILIZATION LS 612,500.3000 612,500.30 1.000 612,500 ORIGINAL CONTRACT AMOUNT 12,837,505.00 TOTAL WORK COMPLETED -290.13 13,507,744.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,758.03 TOTAL -290.13 13,499,986.72 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 02/06/08 460 05/22/08 05/01/08 10/11/10 303 306 5 0 100% 100% ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 04/08/14