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 02/22/13 EST. NO.21 TIME 11:24 AM R.E. NAME: OKPALA, MESHACK 03-0F5904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 026 0002 12,761.83 E.W. @ F.A.(+) 090612 N 090612 039 0007 7,521.22 E.W. @ F.A.(+) 090612 N 096120 040 0013 2,338.16 E.W. @ F.A.(+) 012113 N 012113 0014 2,338.16 012213 N 012213 0015 1,571.18 012313 N 012313 049 0004 4,759.46 E.W. @ F.A.(+) 121912 N 121912 065 0001 2,805.00 E.W. @ L.S.(+) 012913 N 1 0 34,095.01 TOTAL THIS ESTIMATE 6,121,987.15 TOTAL PREVIOUS ESTIMATE 6,156,082.16 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 02/22/13 EST. NO.21 TIME 11:24 AM R.E. NAME: OKPALA, MESHACK 03-0F5904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PER EMAIL OF 9/20 -11,400.00 04 PER CT LETTER 106 -3,082.50 16 PER EMAIL 10/17 & 18 -12,040.00 17 PER CT 141 -390.00 18 PER EMAIL 12/19/12 -5,000.00 19 OUT-OF-STATE INSPECT -5,000.00 20 0.00 -36,912.50 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/2011 -10,000.00 03 PER LTR DATED 9/2011 -10,000.00 04 PER LTR DATED 10/11 -5,000.00 05 PER LTR DATED 11/11 -6,000.00 06 RETURN 8/11 DEDUCT 10,000.00 06 RETURN 9/11 DEDUCT 10,000.00 06 PER LTR DATED 12/11 -3,000.00 07 RETURN DEDUCT 10/11 5,000.00 07 RETURN DEDUCT 11/11 6,000.00 07 PER LTR DATED 2/12 -10,000.00 09 RETURN DEDUCT 12/11 3,000.00 09 PER LTR DATED 3/12 -5,000.00 10 PER LTR DATED 4/12 -8,000.00 11 RETURN DEDUCT 2/12 10,000.00 11 RETURN DEDUCT 3/12 5,000.00 11 PER LTR DATED 5/12 -4,000.00 12 RETURN 4/17 DEDCT 8,000.00 12 PER LTR DATED 7/12 -10,000.00 14 RETURN DEDUCT 5/12 4,000.00 14 PER LTR DATED 8/12 -8,000.00 15 PER LTR DATED 9/12 -10,000.00 16 PER LTR DATED 10/12 -10,000.00 17 RETURN 8/12 DEDUCT 8,000.00 17 PER LTR DATED 11/12 -10,000.00 18 PER LTR DATED 12/12 -10,000.00 19 RETURN DEDUCT 7/12 10,000.00 19 RETURN DEDUCT 9/12 10,000.00 19 RETURN DEDUCT 10/12 10,000.00 19 PER LTR DATED 1/13 -5,000.00 20 PER LTR DATED 2/13 -10,000.00 21 RETURN DEDUCT 11/12 10,000.00 21 RETURN DEDUCT 12/12 10,000.00 21 RETURN DEDUCT 1/13 5,000.00 21 15,000.00 -10,000.00 TOTAL DEDUCTIONS 15,000.00 -46,912.50 PROGRAM CAS145 PAGE 1 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 LOCATION PROGRESS ESTIMATE 03-SAC-5-0.0/17.2 ----------------- GRANITE CONSTRUCTION COMPANY IN SACRAMENTO COUNTY IN AND NEAR P O BOX 50085 ELK GROVE FROM THE SAN JOAQUIN WATSONVILLE CA 950775085 COUNTY LINE TO FLORIN ROAD OVERCROSSING FED. AID NO. NH-056(331)E PAVEMENT REHABILATION WITH PCC SLAB ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,875 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 980,000.00 18.000 63,000.00 259.000 906,500 003 TEMPORARY FENCE (TYPE ESA) LF 1.2500 293,750.00 361.000 451 004 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.064 1,600.00 0.924 23,100 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.026 65.00 0.870 2,175 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.2000 68,200.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 32,000.00 3.000 6,000 008 MOVE-IN/MOVE-OUT EA 300.0000 1,800.00 1.000 300 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 1,500.00 80.000 10,000 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 9,166.000 5,957 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 400,000.0000 400,000.00 0.064 25,600.00 0.924 369,600 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 16,000.0000 16,000.00 0.064 1,024.00 0.924 14,784 013 RAIN EVENT ACTION PLAN EA 5.0000 365.00 1.000 5.00 21.000 105 014 STORM WATER ANNUAL REPORT EA 25.0000 50.00 2.000 50 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 10.0000 250.00 9.000 90 016 CONSTRUCTION AREA SIGNS LS 18,500.0000 18,500.00 0.868 16,058 017 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.064 64,000.00 0.924 924,000 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 30,800.00 115,295.000 23,059 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 5,250.00 81.000 2,025 020 TEMPORARY PAVEMENT MARKER EA 3.4000 111,520.00 12,018.000 40,861 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 0.064 2,560.00 0.924 36,960 022 TEMPORARY RAILING (TYPE K) LF 4.0000 378,000.00 92,105.000 368,420 PROGRAM CAS145 PAGE 2 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 50.0000 9,500.00 84.000 4,200 024 TEMPORARY TRAFFIC SCREEN LF 3.5000 241,150.00 60,807.000 212,824 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 13,040.00 835.000 1,670 STRIPE (HAZARDOUS WASTE) 026 ABANDON CULVERT EA 800.0000 5,600.00 7.000 5,600 027 REMOVE SINGLE THRIE BEAM BARRIER LF 3.5000 6,825.00 1,175.000 4,112 028 REMOVE DOUBLE THRIE BEAM BARRIER LF 3.5000 67,900.00 19,125.000 66,937 029 REMOVE METAL BEAM GUARD RAILING LF 8.0000 24,400.00 1,975.000 15,800.00 4,062.500 32,500 030 REMOVE DOUBLE METAL BEAM BARRIER LF 9.0000 7,110.00 543.750 4,893.75 725.000 6,525 031 REMOVE TRAFFIC STRIPE LF 0.3500 21,455.00 85,899.000 30,064 032 REMOVE ROADSIDE SIGN EA 75.0000 2,250.00 11.000 825.00 11.000 825 033 REMOVE SIGN STRUCTURE EA 1,700.0000 5,100.00 3.000 5,100.00 3.000 5,100 034 REMOVE BRIDGE MOUNTED SIGN EA 1,300.0000 7,800.00 3.000 3,900.00 3.000 3,900 035 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 1,120.00 3,043.000 760 036 REMOVE INLET EA 800.0000 8,800.00 9.000 7,200 037 REMOVE CONCRETE PAVEMENT CY 40.0000 1,124,000.00 21,896.900 875,876 038 SALVAGE GRATE EA 40.0000 960.00 22.000 880 039 RECONSTRUCT METAL BEAM GUARD RAILING LF 17.0000 45,900.00 2,462.500 41,862 040 RESET ROADSIDE SIGN EA 175.0000 525.00 2.000 350.00 2.000 350 041 RELOCATE ROADSIDE SIGN EA 175.0000 2,800.00 11.000 1,925.00 11.000 1,925 042 MODIFY SIGN STRUCTURE EA 2,000.0000 2,000.00 0.000 0 (SAFETY CABLE RETROFIT) 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 162,000.00 126,495.390 94,871 044 REMOVE CONCRETE CY 60.0000 3,720.00 0.000 0 045 REMOVE CONCRETE BARRIER LF 10.0000 12,500.00 824.000 8,240 046 CLEAN BRIDGE DECK SQFT 0.2500 4,071.50 16,286.000 4,071 047 CAP INLET EA 500.0000 6,500.00 13.000 6,500 048 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000 049 ROADWAY EXCAVATION CY 7.5000 2,497,500.00 126,472.210 948,541 PROGRAM CAS145 PAGE 3 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.065 162.50 0.925 2,312 051 SAND BACKFILL CY 100.0000 6,900.00 68.300 6,830 052 IMPORTED MATERIAL (SHOULDER BACKING) CY 38.0000 501,600.00 12,469.600 473,844 053 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,395.0000 15,807.00 3.000 7,185 054 CLASS 2 AGGREGATE SUBBASE CY 28.0000 215,880.00 1,520.400 42,571.20 7,661.700 214,527 055 CLASS 2 AGGREGATE BASE CY 18.0000 5,256,000.00 90,385.780 1,626,944 056 AGGREGATE BASE (APPROACH SLAB) CY 85.0000 7,820.00 28.000 2,380 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 060 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 410.00 174.330 174 PAVEMENT INTERLAYER) 061 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5000 567,000.00 369,968.000 554,952 062 DATA CORE LS 2,500.0000 2,500.00 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.2500 8,842.50 2,436.000 5,481 064 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2500 168.75 89.000 200 065 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.2500 56.25 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2500 967.50 285.000 641.25 2,305.000 5,186 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 56.25 1,619.000 3,642.75 1,647.000 3,705 068 TACK COAT TON 1.0000 2,150.00 554.930 554 069 JOINTED PLAIN CONCRETE PAVEMENT CY 140.0000 1,540,000.00 2,071.000 289,940.00 7,743.240 1,084,053 070 REPLACE CONCRETE PAVEMENT CY 390.0000 4,095,000.00 118.000 46,020.00 11,997.800 4,679,142 (RAPID STRENGTH CONCRETE) 071 SEAL PAVEMENT JOINT LF 4.3000 124,700.00 10,476.000 45,046 072 DOWEL BAR RETROFIT EA 65.0000 1,313,000.00 22,977.000 1,493,505 073 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.4000 126,400.00 276,352.000 110,540 074 GRIND EXISTING CONCRETE SQYD 5.5000 421,300.00 69,782.000 383,801 PAVEMENT 075 STRUCTURAL CONCRETE, APPROACH SLAB CY 775.0000 700,600.00 934.250 724,043 (TYPE R) 076 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 92,500.00 31.090 77,725 (F) PROGRAM CAS145 PAGE 4 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) CY 80.0000 33,600.00 276.500 22,120 078 PAVING NOTCH EXTENSION CF 80.0000 64,800.00 312.000 24,960 079 CLEAN EXPANSION JOINT LF 15.0000 6,300.00 386.000 5,790 080 JOINT SEAL (MR 1") LF 15.0000 13,980.00 806.000 12,090 081 JOINT SEAL (MR 2") LF 60.0000 31,200.00 489.000 29,340 082 TREAT BRIDGE DECK SQFT 0.2500 4,071.50 16,286.000 4,071 (F) 083 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 55.0000 11,990.00 162.000 8,910 084 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.5000 106,519.50 12,402.000 55,809.00 12,402.000 55,809 (F) WITH WALKWAY) 085 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.1000 26,038.10 12,402.000 13,642.20 12,402.000 13,642 (F) WITH WALKWAY) 086 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9500 524,378.30 132,188.000 522,142.60 132,188.000 522,142 (F) 087 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 19,828.20 132,188.000 19,828.20 132,188.000 19,828 (F) 088 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.4000 7,238.40 0.000 0 (F) WITHOUT WALKWAY) 089 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 2,088.00 0.000 0 (F) WITHOUT WALKWAY) 090 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 21.0000 45,990.00 2,625.850 55,142.85 2,625.850 55,142 091 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 4,180.00 0.000 0 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.5000 133.00 0.000 0 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 7,200.00 276.000 2,484 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 468.00 0.000 0 (0.080"-FRAMED) 095 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 19,000.00 39.340 37,373 (SIGN FOUNDATION) 096 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 152,000.00 154.000 146,300 (SIGN FOUNDATION) 097 ROADSIDE SIGN (BARRIER MOUNTED) EA 2,150.0000 6,450.00 0.000 0 098 ROADSIDE SIGN - ONE POST EA 190.0000 6,460.00 14.000 2,660 099 ROADSIDE SIGN - TWO POST EA 495.0000 495.00 0.000 0 100 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 0.000 0 METHOD) 101 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 800.00 0.000 0 102 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 0.000 0 (LAMINATED WOOD BOX POST) 103 18" REINFORCED CONCRETE PIPE LF 40.0000 78,000.00 1,955.000 78,200 PROGRAM CAS145 PAGE 5 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" REINFORCED CONCRETE PIPE LF 47.0000 15,510.00 319.000 14,993 105 MINOR CONCRETE (CURB) LF 22.0000 29,040.00 1,320.000 29,040 106 MINOR CONCRETE (MISCELLANEOUS CY 600.0000 23,400.00 79.011 47,406 CONSTRUCTION) 107 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 389,368.00 47,631.500 333,420 (F) 108 MISCELLANEOUS IRON AND STEEL LB 1.2000 12,308.40 4,471.000 5,365 (F) 109 DELINEATOR (CLASS 1) EA 28.0000 13,160.00 162.000 4,536.00 246.000 6,888 110 DELINEATOR (CLASS 1) (SURFACE MOUNTED) EA 35.0000 945.00 0.000 0 111 HIGHWAY POST MARKER EA 35.0000 2,100.00 0.000 0 112 OBJECT MARKER (TYPE L-1) EA 35.0000 910.00 6.000 210.00 8.000 280 113 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 28,500.00 1,428.250 35,706.25 2,365.750 59,143 114 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 68,400.00 1,112.500 33,375.00 2,012.500 60,375 (STEEL POST) 115 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 39.0000 59,670.00 0.000 0 116 TRANSITION RAILING (TYPE WB) EA 2,800.0000 50,400.00 5.000 14,000.00 22.000 61,600 117 TRANSITION RAILING (TYPE DTB) EA 3,300.0000 13,200.00 0.000 0 118 RAIL TENSIONING ASSEMBLY EA 600.0000 4,800.00 5.000 3,000.00 9.000 5,400 119 TERMINAL SYSTEM (TYPE CAT) EA 4,300.0000 73,100.00 5.000 21,500.00 9.000 38,700 120 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 200.0000 3,400.00 0.000 0 121 END CAP (TYPE TC) EA 200.0000 1,400.00 0.000 0 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 10,800.00 4.000 2,400.00 14.000 8,400 123 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 4.000 8,400.00 24.000 50,400 124 CONCRETE BARRIER (TYPE 60) LF 29.0000 397,300.00 3,371.000 97,759 125 CONCRETE BARRIER (TYPE 60 MOD-CT1) LF 36.0000 864.00 4.000 144 126 CONCRETE BARRIER (TYPE 60C) LF 33.0000 191,730.00 3,238.000 106,854 127 CONCRETE BARRIER (TYPE 60C MOD-CT1) LF 40.0000 1,760.00 12.000 480 128 CONCRETE BARRIER (TYPE 60E) LF 170.0000 71,400.00 266.000 45,220 129 CONCRETE BARRIER (TYPE 60E MOD-CT1) LF 202.0000 808.00 4.000 808 130 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 187,600.00 295,088.500 118,035 PROGRAM CAS145 PAGE 6 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 19,400.00 15,305.000 15,305 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,000.00 1,000.000 1,000 (BROKEN 12-3) 133 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 18,235.00 542.000 1,897.00 542.000 1,897 134 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 96,800.00 190,536.000 76,214 (BROKEN 36-12) 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,120.00 4,243.000 1,697 (BROKEN 17-7) 136 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 7,600.00 0.000 0 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 57,000.00 140.000 700.00 6,639.000 33,195 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,545.0000 1,545.00 0.300 463.50 0.700 1,081 SYSTEM ELEMENTS DURING CONSTRUCTION 139 MODIFY RAMP METERING SYSTEM LS 73,879.0000 73,879.00 0.070 5,171.53 0.830 61,319 140 MODIFY LIGHTING AND SIGN ILLUMINATION LS 215,334.0000 215,334.00 0.985 212,103 141 MODIFY TRAFFIC OPERATION SYSTEM LS 126,019.0000 126,019.00 0.070 8,821.33 0.600 75,611 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 HOT MIX ASPHALT USING WARM MIX ASPHALT TON 59.0000 16,048,000.00 2,681.210 158,191.39 244,408.090 14,420,077 TECHNOLOGIES 144 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 59.0000 1,634,300.00 21,428.480 1,264,280 USING WARM MIX ASPHALT TECHNOLOGIES 145 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 11,160,000.00 129,435.170 11,649,165 USING WARM MIX ASPHALT TECHNOLOGIES 146 GRIND AND GROOVE EXISTING CONCRETE SQYD 13.0000 328,900.00 30,298.000 393,874 PAVEMENT PROGRAM CAS145 PAGE 7 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F5904 TIME 11:24 AM ESTIMATE NO. 21 BID OPENING 03/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,538,562.30 46,959,243.56 ADJUSTMENT OF COMPENSATION 0.00 3,169,646.28 EXTRA WORK 34,095.01 2,986,435.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,572,657.31 53,115,325.72 147 MOBILIZATION LS 3,264,873.0000 3,264,873.00 1.000 3,264,873 ORIGINAL CONTRACT AMOUNT 58,639,586.15 TOTAL WORK COMPLETED 1,572,657.31 56,380,198.72 MATERIALS ON HAND ON SITE 218,603.82 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 15,000.00 -46,912.50 TOTAL 1,587,657.31 56,551,890.04 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 04/08/11 280 06/08/11 07/07/11 03/20/13 279 124 35 0 89% 89% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/13