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 02/21/13 EST. NO.53 TIME 01:59 PM R.E. NAME: FITZGERALD, TOM 01-296104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 029 0014 4,124.67 E.W. @ F.A.(+) 060412 N 86.0 0 031 0035 3,511.48 E.W. @ F.A.(+) 072412 N GSB427 0036 1,300.07 090212 N GSB430 040 0011 3,179.93 E.W. @ F.A.(+) 012213 N 83.0 0 0012 2,803.84 012313 N 84.0 0 0013 3,336.10 012513 N 85.0 0 043 0003 6,870.06 E.W. @ F.A.(+) 120312 N GSB470 25,126.15 TOTAL THIS ESTIMATE 1,568,020.97 TOTAL PREVIOUS ESTIMATE 1,593,147.12 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 02/21/13 EST. NO.53 TIME 01:59 PM R.E. NAME: FITZGERALD, TOM 01-296104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2010 CEM4401 -10,000.00 28 RETURN 2010 CEM4401 10,000.00 29 MISSING 2011 CEM4401 -10,000.00 40 RECVD 2011 CEM4401 10,000.00 41 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7-09 -3,000.00 09 RETURN 7-09 DEDUCT 3,000.00 10 PER LTR DATED 11/10 -2,000.00 25 PER LTR DATED 12/10 -2,000.00 26 RETURN 11/10 & 12/10 4,000.00 28 PER LTR DATED 8/11 -5,000.00 34 PER LTR DATED 9/11 -1,000.00 35 RETURN DEDUCT 8/11 5,000.00 35 PER LTR DATED 10/11 -3,000.00 36 PER LTR DATED 12/11 -3,000.00 38 RETURN 9/11 DEDUCT 1,000.00 38 RETURN DEDUCT 10/11 3,000.00 39 RETURN DEDUCT 12/11 3,000.00 39 PER LTR DATED 3/12 -2,000.00 41 PER LTR DATED 4/12 -4,000.00 42 RETURN DEDUCT 3/12 2,000.00 43 RETURN DEDUCT 4/12 4,000.00 43 PER LTR DATED 9/12 -3,000.00 47 PER LTR DATED 11/12 -10,000.00 50 RETURN DEDUCT 9/12 3,000.00 50 PER LTR DATED 12/12 -5,000.00 51 RETURN DEDUCT 11/12 10,000.00 52 RETURN DEDUCT 12/12 5,000.00 52 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 LOCATION PROGRESS ESTIMATE 01-HUM-101-89.3/R90.2 ----------------- GOLDEN STATE BRIDGE INC IN HUMBOLDT COUNTY NEAR 2990 BAY VISTA COURT,SUITE D MCKINLEYVILLE ON ROUTE 101 AND ON BENICIA, CA 94510 ROUTE 200 FED. AID NO. ACNH-X023(33)E ,ACBH-X023(33)E ,NH-X023(33)E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 19,005.0000 19,005.00 0.750 14,253 002 TIME-RELATED OVERHEAD WDAY 1,750.0000 2,747,500.00 31.000 54,250.00 1,518.000 2,656,500 003 TEMPORARY FENCE (TYPE CL-1.8) M 35.0000 6,650.00 266.400 9,324 004 TEMPORARY FENCE (TYPE ESA) M 8.0000 5,680.00 124.000 992 005 CONSTRUCTION SITE MANAGEMENT LS 55,555.0000 55,555.00 0.010 555.55 0.980 54,443 006 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.900 3,600 (S) PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 8.0000 54,400.00 1,702.200 13,617 008 TEMPORARY SILT FENCE M 8.0000 48,000.00 1,887.340 15,098 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 6.000 12,000 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 3.000 9,000 011 CONSTRUCTION AREA SIGNS LS 42,500.0000 42,500.00 0.100 4,250.00 0.900 38,250 (S) 012 TRAFFIC CONTROL SYSTEM LS 97,500.0000 97,500.00 0.020 1,950.00 0.970 94,575 (S) 013 TYPE III BARRICADE EA 100.0000 2,100.00 4.000 400.00 21.000 2,100 (S) 014 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.7500 43,050.00 24,037.800 42,066 (S) 015 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 26,550.00 765.000 34,425 (S) 016 FLASHING BEACON (PORTABLE) EA 2,000.0000 14,000.00 4.000 8,000 (S) 017 TEMPORARY PAVEMENT MARKER EA 6.0000 17,400.00 2,122.000 12,732 (S) 018 PORTABLE RADAR TRAILER EA 16,000.0000 32,000.00 2.000 32,000 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 75,000.0000 75,000.00 1.000 75,000 (S) 020 TEMPORARY RAILING (TYPE K) M 99.0000 646,470.00 6,673.180 660,644 (S) 021 TEMPORARY CRASH CUSHION (ABSORB 350) EA 10,000.0000 130,000.00 13.000 130,000 (S) 022 TEMPORARY RETAINING WALL M2 225.0000 175,500.00 780.000 175,500 PROGRAM CAS145 PAGE 2 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING M2 1.0000 18,200.00 18,193.000 18,193 024 REMOVE FENCE (TYPE BW) M 5.0000 5,400.00 886.700 4,433 025 REMOVE CHAIN LINK FENCE M 16.0000 2,400.00 54.000 864.00 118.000 1,888 026 REMOVE CHAIN LINK GATE EA 700.0000 1,400.00 2.000 1,400 027 REMOVE METAL BEAM GUARD RAILING M 20.0000 2,600.00 34.290 685.80 121.950 2,439 028 REMOVE SINGLE THRIE BEAM BARRIER M 25.0000 7,500.00 300.000 7,500 029 REMOVE DOUBLE THRIE BARRIER M 25.0000 9,250.00 370.000 9,250 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 9.0000 18,900.00 1,278.400 11,505 STRIPE 031 REMOVE WHITE THERMOPLASTIC TRAFFIC M 5.0000 13,950.00 2,421.200 12,106 STRIPE 032 REMOVE WHITE PAINTED TRAFFIC STRIPE M 5.0000 3,750.00 5,025.000 25,125 033 REMOVE ROADSIDE SIGN EA 100.0000 4,200.00 39.000 3,900 034 REMOVE HEADWALL EA 1,800.0000 3,600.00 2.000 3,600 035 RECONSTRUCT FENCE (TYPE BW) M 55.0000 1,925.00 0.000 0 036 RESET CRASH CUSHION EA 5,000.0000 5,000.00 1.000 5,000 (S) 037 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 4.000 1,600 038 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 51,360.00 2,650.600 31,807 (S) 040 REMOVE CONCRETE BARRIER M 70.0000 39,200.00 552.000 38,640 041 BRIDGE REMOVAL, LOCATION A LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 042 BRIDGE REMOVAL, LOCATION B LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 043 CLEARING AND GRUBBING LS 63,350.0000 63,350.00 1.000 63,350 044 ROADWAY EXCAVATION M3 12.0000 234,000.00 14,376.210 172,514 045 ROADWAY EXCAVATION (TYPE Z-2) M3 315.0000 283,500.00 550.830 173,511 (AERIALLY DEPOSITED LEAD) 046 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 047 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 133,875.00 770.000 134,750 (F) 048 STRUCTURE EXCAVATION (TYPE D) M3 2,200.0000 1,273,800.00 579.000 1,273,800 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 125.0000 52,125.00 417.000 52,125 (F) PROGRAM CAS145 PAGE 3 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED BORROW M3 24.0000 1,704,000.00 72,495.330 1,739,887 051 IMPORTED MATERIAL (SHOULDER BACKING) M3 135.0000 2,700.00 9.360 1,263 052 HIGHWAY PLANTING LS 7,500.0000 7,500.00 0.000 0 (S) 053 EROSION CONTROL (TYPE D) M2 1.3000 39,390.00 45,175.440 58,728 (S) 054 FIBER ROLLS M 8.0000 20,400.00 1,697.600 13,580 (S) 055 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 12,000.00 6.000 9,000 (S) 056 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0 (S) 057 CLASS 2 AGGREGATE BASE M3 110.0000 1,166,000.00 9,271.530 1,019,868 058 ASPHALT CONCRETE (TYPE A) TONN 135.0000 1,944,000.00 15,157.260 2,046,230 059 ASPHALT CONCRETE (OPEN GRADED) TONN 140.0000 754,600.00 2,755.510 385,771 060 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 061 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 18.0000 990.00 82.510 1,485 062 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 18.0000 3,240.00 8.230 148 063 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 18.0000 684.00 139.020 2,502 064 SHOULDER RUMBLE STRIP STA 350.0000 10,850.00 35.060 12,271 (AC, GROUND-IN INDENTATIONS) 065 FURNISH STEEL PILING (HP 360 X 132) M 300.0000 502,500.00 1,692.150 507,645 066 DRIVE STEEL PILE (HP 360 X 132) EA 2,500.0000 197,500.00 79.000 197,500 (S) 067 FURNISH STEEL PIPE PILING (1219 MM) M 4,444.0000 768,812.00 173.000 768,812 068 DRIVE STEEL PIPE PILING (1219 MM) EA 125,000.0000 500,000.00 4.000 500,000 (S) 069 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 7,300.0000 3,825,200.00 525.200 3,833,960 PILING (2210 MM) 070 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 190,000.0000 2,470,000.00 13.000 2,470,000 (S) PILING (2210 MM) 071 PRESTRESSING CAST-IN-PLACE CONCRETE LS 685,000.0000 685,000.00 1.000 685,000 072 SEAL COURSE CONCRETE M3 1,000.0000 233,000.00 233.000 233,000 073 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 123,300.00 137.000 123,300 (F) 074 STRUCTURAL CONCRETE, BRIDGE M3 910.0000 6,051,500.00 6,659.000 6,059,690 (F) 075 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,250.0000 235,000.00 188.000 235,000 (F) (TYPE N) 076 MINOR CONCRETE (MINOR STRUCTURE) M3 3,500.0000 24,500.00 6.850 23,975 (F) PROGRAM CAS145 PAGE 4 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (HEADWALL) M3 3,000.0000 18,000.00 4.200 12,600 (F) 078 PTFE BEARING EA 2,500.0000 67,500.00 27.000 67,500 (S) 079 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,900.0000 134,900.00 71.000 134,900 (S) 080 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 3,007,500.00 1,204,146.000 3,010,365 (SF) 081 STRUCTURAL STEEL (TENSION HEAD) KG 33.0000 562,782.00 17,054.000 562,782 (SF) 082 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,325.00 4.640 812.00 18.590 3,253 (1.6 MM-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 3,410.00 7.580 833.80 30.310 3,334 (2.0 MM-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,850.00 5.340 934.50 21.360 3,738 (2.0 MM-FRAMED) 085 ROADSIDE SIGN - ONE POST EA 350.0000 11,900.00 8.000 2,800.00 33.000 11,550 086 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 2.000 2,600 (LAMINATED WOOD BOX POST) 087 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 6,500.00 0.000 0 088 450 MM ALTERNATIVE PIPE CULVERT M 330.0000 42,900.00 121.800 40,194 089 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 20,625.00 77.460 21,301 090 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 12,250.00 29.000 10,150 091 1050 MM ALTERNATIVE PIPE CULVERT M 600.0000 7,800.00 13.000 7,800 092 300 MM PLASTIC PIPE M 250.0000 1,250.00 6.100 1,525 093 300 MM SLOTTED CORRUGATED STEEL PIPE M 600.0000 6,600.00 0.000 0 (2.77 MM THICK) 094 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 3,600.00 2.330 3,495 (2.77 MM THICK) 095 WELDED STEEL PIPE CASING (BRIDGE) M 800.0000 38,400.00 48.000 38,400 096 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700 097 600 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0 098 SCOUR HOLE LS 15,000.0000 15,000.00 0.000 0 099 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 145.0000 1,305.00 8.400 1,218 100 ROCK SLOPE PROTECTION M3 65.0000 8,450.00 134.860 8,765 (BACKING NO. 2, METHOD B) 101 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 65.0000 27,950.00 438.800 28,522 102 SLOPE PAVING (CONCRETE) M3 1,500.0000 5,850.00 3.680 5,520 103 ROCK SLOPE PROTECTION FABRIC M2 3.0000 1,380.00 486.540 1,459 PROGRAM CAS145 PAGE 5 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (PATTERNED) M2 45.0000 26,100.00 586.430 26,389 105 MISCELLANEOUS IRON AND STEEL KG 8.0000 6,384.00 798.000 6,384 (SF) 106 ISOLATION CASING KG 30.0000 203,550.00 6,785.000 203,550 (SF) 107 BRIDGE DECK DRAINAGE SYSTEM KG 18.0000 34,380.00 1,910.000 34,380 (SF) 108 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 32,500.00 103.000 5,150.00 103.000 5,150 (S) 109 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 1,800.00 3.000 5,400.00 7.000 12,600 (S) 110 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 58.000 2,320 111 MILEPOST MARKER EA 55.0000 220.00 4.000 220 112 MARKER (CULVERT) EA 55.0000 275.00 5.000 275 113 OBJECT MARKER (TYPE L-1) EA 55.0000 330.00 5.000 275 114 METAL BEAM GUARD RAILING (WOOD POST) M 110.0000 66,000.00 26.670 2,933.70 577.220 63,494 (S) 115 VEGETATION CONTROL (MINOR CONCRETE) M2 85.0000 42,500.00 82.500 7,012.50 475.300 40,400 (S) 116 METAL RAILING M 550.0000 132,550.00 241.000 132,550 (SF) 117 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 175.0000 80,500.00 452.300 79,152 (S) 118 DOUBLE THRIE BEAM BARRIER (BRIDGE) M 350.0000 21,350.00 40.100 14,035 (S) 119 TRANSITION RAILING (TYPE WB) EA 5,000.0000 30,000.00 3.000 15,000 (S) 120 TRANSITION RAILING (TYPE DTB) EA 5,000.0000 5,000.00 1.000 5,000 (S) 121 RETURN CAP (TYPE TA) EA 135.0000 135.00 1.000 135 (S) 122 END CAP (TYPE A) EA 135.0000 135.00 2.000 270 (S) 123 END CAP (TYPE TA) EA 135.0000 405.00 2.000 270 (S) 124 END CAP (TYPE TC) EA 135.0000 405.00 1.000 135 (S) 125 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,750.00 1.000 750.00 3.000 2,250 (S) 126 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 1,200.00 1.000 1,200 (S) 127 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 4,500.00 1.000 4,500.00 1.000 4,500 (S) 128 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,350.0000 10,050.00 3.000 10,050 (S) 129 CONCRETE BARRIER (TYPE 60) M 250.0000 137,500.00 554.900 138,725 130 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) M 600.0000 144,600.00 241.000 144,600 (SF) PROGRAM CAS145 PAGE 6 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CALIFORNIA ST-10 BRIDGE RAIL M 600.0000 437,400.00 744.900 446,940 (F) 132 THERMOPLASTIC PAVEMENT MARKING M2 90.0000 4,050.00 0.000 0 (S) 133 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 19,600.00 6,634.000 16,585 (S) 134 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 6,230.00 348.000 2,436 (S) 135 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,000.00 3,078.800 6,157 (S) (BROKEN 10.98 M - 3.66 M) 136 REMOVABLE PIPE BOLLARD EA 1,000.0000 4,000.00 0.000 0 137 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 3,780.00 772.000 4,632 (S) 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 5,280.00 249.000 1,992 (S) 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 140 FLASHING BEACON LS 25,000.0000 25,000.00 0.500 12,500 (S) 141 COMMUNICATION CONDUIT LS 25,000.0000 25,000.00 0.800 20,000 (S) 142 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 0.000 0 (S) (COUNT) 143 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 1,000.0000 1,000.00 0.000 0 (S) 144 MODIFY LIGHTING LS 225,000.0000 225,000.00 0.900 202,500 (S) 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 PERMEABLE PAVERS M2 45.0000 26,100.00 577.800 26,001 147 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 80.0000 960.00 0.000 0 148 FENCE (TYPE BW, METAL POST) M 48.0000 53,760.00 625.800 30,038 149 4.9 M WIRE MESH GATE EA 750.0000 6,000.00 2.000 1,500 PROGRAM CAS145 PAGE 7 DATE 02/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296104 TIME 01:59 PM ESTIMATE NO. 53 BID OPENING 09/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 94,081.85 35,074,946.00 ADJUSTMENT OF COMPENSATION 0.00 -10,433.27 EXTRA WORK 25,126.15 1,603,580.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 119,208.00 36,668,093.12 150 MOBILIZATION LS 3,333,333.0000 3,333,333.00 1.000 3,333,333 ORIGINAL CONTRACT AMOUNT 39,290,450.00 TOTAL WORK COMPLETED 119,208.00 40,001,426.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 119,208.00 40,001,426.12 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 09/26/08 1670 10/18/08 12/25/08 04/12/13 1518 0 0 0 97% 91% PROGRESS IS SATISFACTORY 7 DAY CALENDAR FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/13