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 12/23/13 EST. NO.44 TIME 02:36 PM R.E. NAME: KWAN, KIN 07-121844 --------------------------------------------------------------------------- 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 0333 3,155.35 E.W. @ F.A.(+) 112712 N 0807.0 0472 82.48 043012 N 0174.0 0620 238.12 031912 N 0141.1 0658 1,825.03 061613 Y 1943.1 0659 3,537.31 111813 Y 1527.0 0660 3,637.01 111913 Y 1528.0 0661 8,614.42 111913 Y 1529.0 0662 322.83 022012 N 60.2 0 0663 322.83 022112 N 61.2 0 0664 458.47 022212 N 62.2 0 0665 971.79 112513 Y 1531.0 0666 813.90 060513 Y 1471.1 0667 914.37 022312 N 0063.2 0668 322.83 022312 N 1548.0 0671 219.39 121013 Y 1553.0 0672 1,293.37 121313 Y 1554.0 0673 1,577.74 121313 Y 1555.0 0674 417.46 121213 Y 1556.0 0675 963.82 121213 Y 1557.0 0676 685.82 121213 Y 1558.0 0677 288.85 121213 Y 1559.0 0679 235.76 111313 Y 1549.0 013 0010 2,164.57 E.W. @ F.A.(+) 110712 N 0909.0 0015 557.28 111312 N 1399.0 040 0055 1,100.00 E.W. @ F.A.(+) 062112 N 1460 0 064 0071 6,451.50 A.C. @ F.A.(+) 080112 N 0719.0 0072 4,554.00 080212 N 0720.0 0073 6,451.50 080312 N 0721.0 0075 12,590.70 091112 N 0551.1 0077 5,708.40 092612 N 0573.1 071 0005 2,142.83 E.W. @ F.A.(+) 110612 N 1518.0 079 0040 1,621.59 E.W. @ F.A.(+) 032713 Y 1193.1 0041 1,621.59 032913 Y 1194.1 0056 3,218.58 020513 Y 1487.0 092 0001 4,179.44 A.C. @ L.S.(+) 092313 Y 1503.0 106 0003 375.60 E.W. @ F.A.(+) 121013 Y 1578.0 111 0001 47.15 E.W. @ F.A.(+) 120213 Y 1580.0 0002 438.91 120313 Y 1581.0 84,122.59 TOTAL THIS ESTIMATE 3,054,817.08 TOTAL PREVIOUS ESTIMATE 3,138,939.67 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 12/23/13 EST. NO.44 TIME 02:36 PM R.E. NAME: KWAN, KIN 07-121844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-26.7/29.4 ----------------------- SECURITY PAVING COMPANY, INC IN LOS ANGELES COUNTY IN LOS PO BOX 1489 ANGELES, GLENDALE AND BURBANK FROM SUN VALLEY,CA 91353-1489 ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING FED. AID NO. CMLN-6207(55) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 8.000 2,000 003 TIME-RELATED OVERHEAD WDAY 2,300.0000 1,725,000.00 22.000 50,600.00 657.000 1,511,100 004 TEMPORARY GATE EA 135.0000 405.00 0.000 0 005 TEMPORARY FENCE (TYPE CL-1.8) M 12.6000 4,410.00 0.000 0 006 CONSTRUCTION SITE MANAGEMENT LS 101,500.0000 101,500.00 0.810 82,215 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 008 TEMPORARY FIBER ROLL M 7.5000 11,250.00 14,311.100 107,333 009 TEMPORARY SILT FENCE M 6.5000 9,750.00 3,835.336 24,929 010 TEMPORARY GRAVEL BAG BERM M 16.0000 4,800.00 913.154 14,610 011 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 20,000.00 4.000 20,000 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 50,000.00 26.000 65,000 013 TEMPORARY COVER M2 2.4000 24,000.00 2,542.000 6,100 014 TEMPORARY STRAW BALE BARRIER M 40.0000 10,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 875.0000 7,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 9,600.00 191.000 30,560 017 STREET SWEEPING LS 120,000.0000 120,000.00 0.029 3,480.00 0.922 110,640 018 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.029 725.00 0.922 23,050 019 CONSTRUCTION AREA SIGNS LS 58,000.0000 58,000.00 0.053 3,074.00 0.946 54,868 020 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.029 13,340.00 0.922 424,120 021 TYPE III BARRICADE EA 200.0000 200.00 1.000 200 022 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 8,580.00 228.000 7,524 PROGRAM CAS145 PAGE 2 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 40.3000 822,120.00 48.800 1,966.64 11,207.194 451,649 024 TEMPORARY CRASH CUSHION MODULE EA 185.0000 79,550.00 494.000 91,390 025 ABANDON MANHOLE EA 1,785.0000 1,785.00 0.000 0 026 ABANDON PIPELINE EA 735.0000 5,145.00 1.000 735 027 PHOTO SURVEY LS 15,000.0000 15,000.00 1.000 15,000 028 VIBRATION MONITORING LS 31,500.0000 31,500.00 1.000 31,500 029 REMOVE CHAIN LINK FENCE M 10.0000 7,100.00 788.000 7,880 030 REMOVE METAL BEAM GUARD RAILING M 18.0000 27,000.00 259.000 4,662.00 1,789.740 32,215 031 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5800 13,840.80 132.000 208.56 132.000 208 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.5800 5,277.20 0.000 0 STRIPE 034 REMOVE PAINTED TRAFFIC STRIPE M 1.3700 23,153.00 326.000 446.62 326.000 446 035 REMOVE PAVEMENT MARKING M2 26.2500 630.00 0.000 0 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3700 18,221.00 19,238.000 26,356 037 REMOVE PAVEMENT MARKER EA 1.0500 11,655.00 11,138.000 11,694 038 REMOVE CHANNELIZERS EA 50.0000 700.00 14.000 700 039 REMOVE ROADSIDE SIGN EA 125.0000 1,000.00 1.000 125 040 REMOVE SIGN STRUCTURE EA 3,325.0000 39,900.00 6.000 19,950 041 REMOVE BRIDGE MOUNTED SIGN EA 2,035.0000 4,070.00 0.000 0 042 REMOVE ASPHALT CONCRETE DIKE M 6.0000 1,980.00 2,217.300 13,303 043 REMOVE PIPE M 42.0000 36,960.00 206.100 8,656 044 REMOVE INLET EA 1,260.0000 88,200.00 43.000 54,180 045 REMOVE HEADWALL EA 735.0000 2,205.00 0.000 0 046 REMOVE RETAINING WALL M 250.0000 32,500.00 130.000 32,500 047 RECONSTRUCT METAL BEAM GUARD RAILING M 51.5500 1,031.00 0.000 0 048 RELOCATE ROADSIDE SIGN EA 250.0000 3,250.00 3.000 750 049 ADJUST INLET EA 1,575.0000 12,600.00 2.000 3,150 PROGRAM CAS145 PAGE 3 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 33.0000 11,550.00 168.700 5,567 051 REMOVE CONCRETE CURB M 4.5000 27,900.00 3,623.341 16,305 052 REMOVE CONCRETE SIDEWALK M2 15.0000 10,350.00 308.801 4,632 053 REMOVE CONCRETE BARRIER M 14.6000 72,124.00 0.000 0 054 REMOVE CONCRETE BARRIER (TYPE K) M 12.0000 3,120.00 274.000 3,288 055 REMOVE SOUND WALL M2 22.0000 75,240.00 3,426.700 75,387 056 CAP INLET EA 1,260.0000 37,800.00 11.000 13,860 057 CAP MANHOLE EA 1,680.0000 1,680.00 1.000 1,680 058 BRIDGE REMOVAL (PORTION), LOCATION A LS 220,500.0000 220,500.00 0.100 22,050.00 0.400 88,200 059 BRIDGE REMOVAL (PORTION), LOCATION B LS 23,100.0000 23,100.00 1.000 23,100 060 BRIDGE REMOVAL (PORTION), LOCATION C LS 78,750.0000 78,750.00 0.550 43,312 061 BRIDGE REMOVAL (PORTION), LOCATION D LS 89,250.0000 89,250.00 0.400 35,700.00 0.400 35,700 062 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,750.0000 15,750.00 1.000 15,750 063 BRIDGE REMOVAL (PORTION), LOCATION F LS 105,000.0000 105,000.00 1.000 105,000 064 BRIDGE REMOVAL (PORTION), LOCATION G LS 551,250.0000 551,250.00 0.800 441,000 065 BRIDGE REMOVAL (PORTION), LOCATION H LS 26,250.0000 26,250.00 1.000 26,250 066 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000 067 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 1.000 45,000 068 ROADWAY EXCAVATION M3 24.1500 895,965.00 1,277.560 30,853.07 26,491.461 639,768 069 ROADWAY EXCAVATION (TYPE Z-3) M3 175.0000 89,250.00 439.550 76,921 (AERIALLY DEPOSITED LEAD) 070 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 18,050.00 753.160 14,310 (AERIALLY DEPOSITED LEAD) 071 ROADWAY EXCAVATION (TYPE Y-2) M3 22.0000 214,280.00 1,353.030 29,766 (AERIALLY DEPOSITED LEAD) 072 LEAD COMPLIANCE PLAN LS 11,000.0000 11,000.00 1.000 11,000 073 STRUCTURE EXCAVATION (BRIDGE) M3 38.0000 112,936.00 -68.000 -2,584.00 2,972.000 112,936 (F) 074 STRUCTURE EXCAVATION (CRIB WALL) M3 60.0000 240.00 4.000 240 (F) 075 STRUCTURE EXCAVATION (RETAINING WALL) M3 47.0000 50,506.20 1,074.600 50,506 (F) 076 STRUCTURE EXCAVATION (TYPE Z-3) M3 190.0000 33,440.00 176.000 33,440 (F) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 4 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE Y-1) M3 27.0000 13,176.00 0.000 0 (F) (AERIALLY DEPOSITED LEAD) 078 STRUCTURE EXCAVATION (TYPE Y-2) M3 23.0000 215,464.00 1,258.000 28,934 (F) (AERIALLY DEPOSITED LEAD) 079 STRUCTURE BACKFILL (BRIDGE) M3 63.0000 204,624.00 3,021.000 190,323 (F) 080 STRUCTURE BACKFILL (CRIB WALL) M3 35.5000 44,375.00 875.000 31,062 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) M3 45.5000 157,862.25 3,386.500 154,085 (F) 082 STRUCTURE BACKFILL (AUSTIN VAULT & GSRD) M3 46.0000 60,605.00 0.000 0 (F) 083 SAND BACKFILL M3 165.0000 9,900.00 0.000 0 084 DITCH EXCAVATION M3 25.0000 6,000.00 0.000 0 085 EARTH RETAINING STRUCTURE M2 411.0000 750,075.00 0.000 0 (F) (MECHANICALLY STABILIZED EARTH WALL) 086 IMPORTED BORROW M3 0.5000 1,750.00 0.000 0 087 HANDLING OF POTENTIALLY CONTAMINATED LS 20,000.0000 20,000.00 0.029 580.00 0.893 17,860 MATERIALS (SOIL) 088 HIGHWAY PLANTING LS 160,600.0000 160,600.00 0.000 0 089 ROCK BLANKET M2 72.4500 32,602.50 0.000 0 090 EROSION CONTROL (TYPE D) M2 1.1000 3,872.00 0.000 0 091 PLANT ESTABLISHMENT WORK LS 19,530.0000 19,530.00 0.000 0 092 IRRIGATION SYSTEM LS 261,590.0000 261,590.00 0.010 2,615 093 NPS 3.5 SUPPLY LINE (BRIDGE) M 220.0000 69,520.00 41.000 9,020 (F) 094 NPS 6 SUPPLY LINE (BRIDGE) M 275.0000 14,300.00 0.000 0 (F) 095 200 MM CORRUGATED HIGH DENSITY M 155.4000 3,729.60 9.144 1,420 POLYETHYLENE PIPE CONDUIT 096 200 MM WELDED STEEL PIPE CONDUIT M 386.4000 9,273.60 0.000 0 (6.35 MM THICK) 097 AGGREGATE BASE (APPROACH SLAB) M3 300.0000 2,400.00 4.340 1,302 098 CLASS 3 AGGREGATE BASE M3 26.5000 434,600.00 4,723.395 125,169 099 LEAN CONCRETE BASE M3 108.7000 988,083.00 214.440 23,309.63 4,039.240 439,065 100 LEAN CONCRETE BASE (RAPID SETTING) M3 150.0000 1,012,500.00 790.000 118,500 101 HOT MIX ASPHALT (TYPE B) TONN 94.0000 555,540.00 141.910 13,339 102 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.0000 9,760.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 5.5000 544.50 6.100 33.55 6.100 33 PROGRAM CAS145 PAGE 5 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 5.5000 6,490.00 167.600 921.80 167.600 921 105 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 5.5000 5,775.00 624.000 3,432.00 624.000 3,432 106 PLACE HOT MIX ASPHALT M2 56.7000 23,814.00 328.770 18,641 (MISCELLANEOUS AREA) 107 TACK COAT TONN 750.0000 3,750.00 0.050 37 108 JOINTED PLAIN CONCRETE PAVEMENT M3 171.0000 3,420,000.00 6,029.180 1,030,989 109 CONCRETE PAVEMENT M3 341.5000 754,715.00 342.000 116,793 (RAPID STRENGTH CONCRETE) 110 SEAL PAVEMENT JOINT M 14.6000 343,100.00 363.320 5,304.47 5,256.882 76,750 111 SEAL LONGITUDINAL ISOLATION JOINT M 28.4000 394,760.00 158.500 4,501.40 619.229 17,586 112 TIE BAR (DRILL AND BOND) EA 12.7500 48,577.50 0.000 0 113 REPAIR SPALLED JOINTS M2 1,500.0000 1,500.00 0.000 0 114 GRIND EXISTING CONCRETE M2 7.9000 99,540.00 12,378.590 97,790 PAVEMENT 115 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 534,317.00 2,888.200 534,317 PILING 116 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 860,108.00 101.865 23,428.95 3,810.400 876,392 PILING 117 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 485.0000 14,550.00 30.000 14,550 PILING 118 FURNISH PILING (CLASS 625) M 151.0000 78,671.00 521.000 78,671 (ALTERNATIVE W) 119 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 920.0000 33,120.00 36.000 33,120 120 FURNISH PILING (CLASS 400) M 139.3000 1,445,516.10 10,377.000 1,445,516 (ALTERNATIVE W) 121 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 920.0000 664,240.00 722.000 664,240 122 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 258.0000 453,564.00 119.850 30,921.30 1,758.000 453,564 (F) 123 STRUCTURAL CONCRETE, BRIDGE M3 642.0000 3,981,684.00 1,924.800 1,235,721 (F) 124 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 979,825.00 1,781.500 979,825 (F) 125 STRUCTURAL CONCRETE, BARRIER SLAB M3 497.0000 201,782.00 0.000 0 (F) 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 597.0000 230,442.00 67.554 40,329 (F) (TYPE N) 127 STRUCTURAL CONCRETE, APPROACH SLAB M3 609.0000 46,893.00 5.400 3,288 (TYPE R) 128 STRUCTURAL CONCRETE, APPROACH SLAB M3 628.0000 142,556.00 0.000 0 (TYPE N MODIFIED) 129 STRUCTURAL CONCRETE M3 464.0000 456,158.40 0.000 0 (F) (AUSTIN VAULT & GSRD) 130 CLASS 1 CONCRETE (BOX CULVERT) M3 945.0000 79,096.50 83.700 79,096 (F) PROGRAM CAS145 PAGE 6 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 552,860.00 1.600 3,520.00 125.782 276,720 (F) 132 MINOR CONCRETE (BACKFILL) M3 305.0000 27,450.00 24.500 7,472 133 MINOR CONCRETE (PILE CAP) M3 690.0000 4,830.00 7.000 4,830 (F) 134 FRACTURED RIB TEXTURE M2 25.0000 26,275.00 1,051.000 26,275 (F) 135 DRILL AND BOND DOWEL M 80.0000 88,160.00 163.050 13,044.00 662.550 53,004 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,520.0000 41,040.00 2.000 41,040 GIRDER (15 M - 20 M) 137 ERECT PRECAST PRESTRESSED CONCRETE EA 3,920.0000 7,840.00 2.000 7,840 GIRDER 138 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 607.5000 103,275.00 80.970 49,189 139 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 672.0000 50,400.00 75.000 50,400 140 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 789.0000 142,020.00 180.000 142,020 141 REFINISH BRIDGE DECK M2 400.0000 185,200.00 0.000 0 142 CORE CONCRETE (0 - 50 MM) M 125.0000 1,125.00 0.000 0 143 CORE CONCRETE (101 MM - 150 MM) M 160.0000 22,560.00 0.000 0 144 CORE CONCRETE (251 MM - 300 MM) M 500.0000 500.00 0.000 0 145 SOUND WALL (RIBBED STEEL PANEL) M2 140.0000 48,580.00 0.000 0 (F) 146 SOUND WALL (MASONRY BLOCK) M2 161.5000 752,945.30 4,589.700 741,236 (F) 147 JOINT SEAL (MR 13 MM) M 131.0000 25,676.00 12.900 1,689 148 JOINT SEAL (MR 25 MM) M 155.0000 89,435.00 0.000 0 149 JOINT SEAL (MR 40 MM) M 302.0000 18,724.00 0.000 0 150 BAR REINFORCING STEEL (BRIDGE) KG 2.1700 1,756,723.50 16,157.000 35,060.69 515,509.000 1,118,654 (F) 151 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3600 185,090.79 78,428.300 185,090 (F) 152 BAR REINFORCING STEEL (BOX CULVERT) KG 2.2000 12,980.00 5,900.000 12,980 (F) 153 BAR REINFORCING STEEL KG 2.1600 234,625.90 0.000 0 (F) (AUSTIN VAULT & GSRD) 154 HEADED BAR REINFORCEMENT EA 22.0000 47,212.00 2,146.000 47,212 (F) 155 ASPHALT MEMBRANE WATERPROOFING M2 68.2500 5,391.75 79.000 5,391 (F) 156 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.6000 5,627,880.00 740,779.000 2,666,804 (F) 157 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.4600 719,118.00 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STAINLESS STEEL (GSRD) INCLINED KG 51.3000 24,172.56 0.000 0 (F) (TYPE 2) 159 FURNISH SIGN STRUCTURE (TRUSS) KG 5.4500 1,088,642.95 49,190.000 268,085 (F) 160 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 59,925.30 49,190.000 14,757 (F) 161 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 106.0000 55,120.00 131.070 13,893 162 FURNISH SINGLE SHEET ALUMINUM SIGN M2 81.0000 4,293.00 0.000 0 (1.6 MM-UNFRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN M2 87.0000 1,305.00 0.000 0 (2.0 MM-UNFRAMED) 164 FURNISH SINGLE SHEET ALUMINUM SIGN M2 124.0000 496.00 0.000 0 (1.6 MM-FRAMED) 165 1372 MM CAST-IN-DRILLED-HOLE M 1,850.0000 44,400.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 166 1524 MM CAST-IN-DRILLED-HOLE M 1,766.0000 247,240.00 21.000 37,086.00 59.300 104,723 CONCRETE PILE (SIGN FOUNDATION) 167 METAL (BARRIER MOUNTED SIGN) KG 7.5000 18,600.00 0.000 0 168 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 0.000 0 169 ROADSIDE SIGN - TWO POST EA 800.0000 1,600.00 0.000 0 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,600.00 0.000 0 METHOD) 171 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 2,800.00 0.000 0 172 ABUTMENT LUMBER BLOCKING M3 3,915.0000 11,745.00 0.750 2,936 (F) 173 CLEAN AND PAINT STRUCTURAL STEEL LS 909,700.0000 909,700.00 0.000 0 174 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 843.0000 42,993.00 0.000 0 175 WORK AREA MONITORING LS 67,725.0000 67,725.00 0.029 1,964.03 0.922 62,442 176 300 MM PLASTIC PIPE M 70.0000 16,100.00 0.000 0 177 450 MM REINFORCED CONCRETE PIPE M 217.0000 169,260.00 3.660 794.22 446.500 96,890 178 600 MM REINFORCED CONCRETE PIPE M 237.0000 203,820.00 3.700 876.90 241.600 57,259 179 450 MM SLOTTED CORRUGATED STEEL PIPE M 233.0000 44,270.00 0.000 0 (1.63 MM THICK) 180 150 MM PERFORATED UNDERDRAIN PIPE M 20.5000 7,380.00 0.000 0 (AUSTIN VAULT) 181 150 MM NON-PERFORATED UNDERDRAIN PIPE M 52.3000 4,497.80 0.000 0 (AUSTIN VAULT) 182 PERMEABLE MATERIAL (AUSTIN VAULT) M3 51.5000 15,965.00 0.000 0 183 SAND BED (AUSTIN VAULT) M3 45.5000 15,470.00 0.000 0 184 1200 MM CORRUGATED STEEL PIPE RISER M 750.0000 1,350.00 0.000 0 (2.77 MM THICK) PROGRAM CAS145 PAGE 8 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM STEEL FLARED END SECTION EA 525.0000 525.00 0.000 0 186 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,890.0000 1,512.00 0.000 0 187 ROCK SLOPE PROTECTION M3 270.0000 2,268.00 0.000 0 (FACING, METHOD B) 188 SLOPE PAVING (STAMPED CONCRETE) M2 124.0000 285,200.00 0.000 0 (F) 189 GABION M3 165.0000 7,425.00 0.000 0 190 MINOR CONCRETE (GUTTER LINING) M3 275.0000 7,700.00 0.000 0 191 FILTER FABRIC (AUSTIN VAULT) M2 1.9500 1,618.50 0.000 0 192 ROCK SLOPE PROTECTION FABRIC M2 5.2500 120.75 0.000 0 193 MINOR CONCRETE (CURB) M3 800.0000 9,600.00 6.120 4,896 194 MINOR CONCRETE (GUTTER) M3 800.0000 12,000.00 0.000 0 (F) 195 MINOR CONCRETE (SIDEWALK) M3 500.0000 180,100.00 10.800 5,400 (F) 196 MINOR CONCRETE (TEXTURED PAVING) M2 67.6000 129,792.00 0.000 0 197 MISCELLANEOUS IRON AND STEEL KG 3.3500 98,999.20 12,750.900 42,715 (F) 198 MISCELLANEOUS METAL KG 21.5000 258,000.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 199 MISCELLANEOUS METAL (BRIDGE) KG 18.3500 725,026.85 4,890.000 89,731.50 4,890.000 89,731 (F) 200 BRIDGE DECK DRAINAGE SYSTEM KG 21.9000 1,000,392.00 0.000 0 (F) 201 MISCELLANEOUS METAL KG 53.0000 34,609.00 0.000 0 (F) (AUSTIN VAULT & GSRD) 202 CHAIN LINK FENCE (TYPE CL-1.8) M 123.9000 743.40 0.000 0 203 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 620.0000 620.00 0.000 0 204 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 645.0000 1,935.00 0.000 0 205 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 865.0000 7,785.00 0.000 0 206 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 970.0000 3,880.00 0.000 0 207 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,035.0000 2,070.00 0.000 0 208 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,140.0000 5,700.00 0.000 0 209 7.6 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,125.0000 2,125.00 0.000 0 210 12.0 M CHAIN LINK GATE (TYPE CL-2.4) EA 2,600.0000 5,200.00 0.000 0 211 INSTALL MEDIAN MILEAGE PANEL EA 125.0000 3,750.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 METAL BEAM GUARD RAILING M 66.3000 98,124.00 393.000 26,055.90 722.000 47,868 213 CHAIN LINK RAILING (TYPE 3L) M 372.2500 335,025.00 0.000 0 (F) 214 CHAIN LINK RAILING (TYPE 7) M 192.9000 92,977.80 0.000 0 (F) 215 PIPE HANDRAILING (POST TYPE) M 81.2500 10,887.50 0.000 0 (F) 216 CABLE RAILING M 27.4500 41,098.14 0.000 0 (F) 217 TRANSITION RAILING (TYPE WB) EA 3,160.0000 47,400.00 1.000 3,160 218 END CAP (TYPE A) EA 155.0000 1,395.00 0.000 0 219 END ANCHOR ASSEMBLY (TYPE SFT) EA 620.0000 3,720.00 3.000 1,860.00 4.000 2,480 220 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,585.0000 10,340.00 1.000 2,585.00 2.000 5,170 221 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,190.0000 10,950.00 1.000 2,190.00 1.000 2,190 222 CRASH CUSHION (REACT 9CBB) EA 54,400.0000 108,800.00 0.000 0 223 CRASH CUSHION (REACT 9SCBS) EA 56,000.0000 224,000.00 2.000 112,000 224 CONCRETE BARRIER (TYPE 736R MODIFIED) M 177.0000 33,630.00 0.000 0 (F) 225 CONCRETE BARRIER (TYPE 60C MODIFIED) M 191.0000 19,673.00 0.000 0 (F) 226 CONCRETE BARRIER (TYPE 60) M 100.0000 19,000.00 0.000 0 227 CONCRETE BARRIER (TYPE 60A) M 134.0000 45,158.00 0.000 0 (F) 228 CONCRETE BARRIER (TYPE 60C) M 147.0000 383,552.40 514.000 75,558 (F) 229 CONCRETE BARRIER (TYPE 60A.3) M 469.0000 10,318.00 0.000 0 (F) 230 CONCRETE BARRIER (TYPE 60A.2) M 237.0000 5,925.00 0.000 0 (F) 231 CONCRETE BARRIER (TYPE 742 MOD-1) M 153.0000 76,500.00 0.000 0 (F) 232 CONCRETE BARRIER (TYPE 732 MODIFIED) M 157.0000 22,922.00 0.000 0 (F) 233 CONCRETE BARRIER (TYPE 60W) M 263.0000 502,330.00 0.000 0 234 CONCRETE BARRIER (TYPE 60W MOD) M 231.0000 254,100.00 0.000 0 235 CONCRETE BARRIER (TYPE 60R) M 319.0000 98,890.00 0.000 0 236 CONCRETE BARRIER (TYPE 736 MODIFIED) M 187.0000 64,328.00 72.600 13,576 (F) 237 CONCRETE BARRIER (TYPE 60K) M 150.0000 42,000.00 0.000 0 (F) 238 CONCRETE BARRIER (TYPE 736B) M 297.0000 3,564.00 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736A MODIFIED) M 220.0000 83,820.00 381.000 83,820 (F) 240 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 523.0000 6,276.00 0.000 0 (F) 241 CONCRETE BARRIER (TYPE 736SV) M 393.0000 366,118.80 931.600 366,118 (F) 242 CONCRETE BARRIER (TYPE 742 MODIFIED) M 162.0000 167,184.00 0.000 0 (F) 243 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 10,500.00 0.000 0 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2600 47,502.00 0.000 0 245 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 8,347.50 0.000 0 246 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 6,111.00 0.000 0 (BROKEN 3.66 M - 0.92 M) 247 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 3,297.00 0.000 0 (BROKEN 11.00 M - 3.50 M) 248 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7900 22,989.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 249 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7900 22.91 0.000 0 (BROKEN 5.18 M - 2.14 M) 250 PAINT TRAFFIC STRIPE (2-COAT) M 0.5300 32,595.00 1,695.000 898.35 44,757.000 23,721 251 PAINT PAVEMENT MARKING M2 36.7500 882.00 3.340 122.75 15.040 552 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 12,892.80 268.000 423 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7000 28,194.00 154.000 569.80 1,167.000 4,317 254 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,500.0000 10,500.00 0.510 5,355 SYSTEM ELEMENTS DURING CONSTRUCTION 255 LIGHTING (TEMPORARY) LS 210,000.0000 210,000.00 0.900 189,000 256 LIGHTING LS 157,500.0000 157,500.00 0.355 55,912 257 FLASHING BEACON LS 10,500.0000 10,500.00 0.000 0 258 SPRINKLER CONTROL CONDUIT (BRIDGE) LS 26,250.0000 26,250.00 0.414 10,867 259 ELECTRIC SERVICE (IRRIGATION) LS 21,000.0000 21,000.00 0.483 10,143 260 MODIFY TRAFFIC MONITORING STATION LS 15,750.0000 15,750.00 0.217 3,417 261 TEMPORARY TRAFFIC MONITORING STATION LS 26,250.0000 26,250.00 0.000 0 262 MODIFY RAMP METERING SYSTEM LS 262,500.0000 262,500.00 0.250 65,625 263 TEMPORARY RAMP METERING SYSTEM LS 105,000.0000 105,000.00 0.791 83,055 264 MODIFY LIGHTING AND SIGN ILLUMINATION LS 735,000.0000 735,000.00 0.357 262,395 265 MODIFY COMMUNICATION SYSTEM LS 761,250.0000 761,250.00 0.388 295,365 PROGRAM CAS145 PAGE 11 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0 (LOCATION GS271) 267 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 21,000.0000 21,000.00 0.000 0 (LOCATION GS278) 268 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.231 6,063 (LOCATION GS288) 269 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.388 10,185 (LOCATION GS290) 270 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 26,250.0000 26,250.00 0.000 0 (LOCATION GS269) 271 MODIFY CHANGEABLE MESSAGE SIGN LS 15,750.0000 15,750.00 0.306 4,819 (LOCATION NO. 40) 272 MODIFY DATA NODE (LOCATION GS269) LS 10,500.0000 10,500.00 0.000 0 273 MODIFY VIDEO NODE (LOCATION GS269) LS 15,750.0000 15,750.00 0.000 0 274 SYSTEM TESTING AND DOCUMENTATION LS 31,500.0000 31,500.00 0.000 0 275 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 276 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 PROGRAM CAS145 PAGE 12 DATE 12/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-121844 TIME 02:36 PM ESTIMATE NO. 44 BID OPENING 08/05/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/13 R.E. NAME: KWAN, KIN DATE OF THIS ESTIMATE 12/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 473,314.13 22,485,113.56 ADJUSTMENT OF COMPENSATION 39,935.54 308,670.68 EXTRA WORK 44,187.05 2,830,268.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 557,436.72 25,624,053.23 277 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 51,472,594.55 TOTAL WORK COMPLETED 557,436.72 27,024,053.23 MATERIALS ON HAND ON SITE 1,692,307.59 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 557,436.72 28,716,360.82 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 12/20/10 870 02/14/11 02/14/11 08/17/15 701 108 0 0 48% 81% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO PENDING KWAN, KIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/13