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 01/23/12 EST. NO.29 TIME 02:27 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 032 0001 1,041.29 E.W. @ F.A.(+) 030910 N 0270.0 0002 838.75 031510 N 0390.0 0003 5,332.31 060210 N 0408.0 0004 5,610.78 051510 N 0629.0 0005 618.25 041310 N 0618.0 0006 2,509.49 060110 N 0668.0 0007 8,238.43 052210 N 0692.0 0008 528.00 052010 N 0385.0 0009 1,129.45 070810 N 0754.0 0010 693.64 121510 N 0797.0 0011 2,439.09 081710 N 0800.0 0012 4,741.24 081810 N 0801.0 0013 3,333.14 081910 N 0802.0 0014 2,907.87 082010 N 0803.0 39,961.73 TOTAL THIS ESTIMATE 1,735,597.11 TOTAL PREVIOUS ESTIMATE 1,775,558.84 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 01/23/12 EST. NO.29 TIME 02:27 PM R.E. NAME: BOTROS, SHERIF 07-117074 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -13,756.82 12 OUT OF ST INSP/2ND -13,756.82 21 B.P BRIDGE NON-COMP -7,997.68 25 SOLID WASTE FORM -10,000.00 29 -10,000.00 -45,511.32 TOTAL DEDUCTIONS -10,000.00 -45,511.32 PROGRAM CAS145 PAGE 1 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 LOCATION PROGRESS ESTIMATE 07-LA-10-31.2/33.4 ----------------- FLATIRON WEST, INC. IN LOS ANGELES COUNTY IN BALDWIN 1201 BALDWIN PARK BLVD. PARK FROM ROUTE 605/10 SEPARATION BALDWIN PARK CA 91706 TO 0.2 KM WEST OF PUENTE AVENUE UNDERCROSSING FED. AID NO. HP21-6207(48) ,CMLN-6207(48) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 002 TIME-RELATED OVERHEAD WDAY 3,700.0000 2,812,000.00 20.000 74,000.00 522.000 1,931,400.00 003 TEMPORARY SUPPORT LS 27,000.0000 27,000.00 1.000 27,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.020 3,600.00 0.900 162,000.00 005 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.500 250.00 (S) PREVENTION PLAN 006 TEMPORARY SILT FENCE M 14.0000 15,120.00 1,581.000 22,134.00 13,008.840 182,123.76 007 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 8,000.00 37.000 37,000.00 008 STREET SWEEPING LS 120,000.0000 120,000.00 0.020 2,400.00 0.550 66,000.00 009 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 146,000.0000 146,000.00 0.020 2,920.00 0.600 87,600.00 010 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.363 36,300.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.025 12,500.00 0.686 343,000.00 (S) 012 TYPE III BARRICADE EA 123.0000 5,904.00 30.000 3,690.00 (S) 013 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 9,000.00 413.000 8,260.00 (S) 014 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 5,000.00 4.000 4,000.00 (S) 015 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 27,547.590 688,689.75 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 205,000.00 22.000 5,500.00 895.000 223,750.00 (S) 017 ABANDON SEWER PIPE M 50.0000 3,350.00 67.000 3,350.00 018 REMOVE CHAIN LINK FENCE M 15.0000 68,250.00 246.000 3,690.00 5,566.000 83,490.00 (S) 019 REMOVE METAL BEAM GUARD RAILING M 26.0000 56,420.00 1,628.000 42,328.00 (S) 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 23,475.00 10,715.500 26,788.75 (S) STRIPE 021 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 47,655.00 11,376.770 15,358.64 (S) 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 25,110.00 11,870.800 16,025.58 (S) PROGRAM CAS145 PAGE 2 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,750.00 83.540 2,923.90 (S) 024 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 10,004.000 10,004.00 (S) 025 REMOVE SIGN STRUCTURE EA 2,500.0000 50,000.00 11.000 27,500.00 (S) 026 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 0.000 0.00 027 REMOVE PIPE M 54.0000 46,980.00 198.500 10,719.00 028 REMOVE INLET EA 860.0000 12,040.00 0.000 0.00 029 REMOVE HEADWALL EA 900.0000 3,600.00 0.000 0.00 030 REMOVE DOWNDRAIN M 56.0000 4,032.00 0.000 0.00 031 REMOVE SEWER MANHOLE EA 1,600.0000 24,000.00 9.000 14,400.00 (S) 032 REMOVE MANHOLE EA 1,700.0000 3,400.00 4.000 6,800.00 033 REMOVE CATCH BASIN EA 1,700.0000 5,100.00 1.000 1,700.00 034 REMOVE RETAINING WALL M3 86.0000 16,340.00 0.000 0.00 035 REMOVE SEWER PIPE M 42.0000 41,160.00 422.000 17,724.00 (S) 036 REMOVE CONCRETE PAVEMENT M2 18.0000 7,560.00 0.000 0.00 037 SALVAGE METAL BRIDGE RAILING M 20.0000 10,700.00 520.000 10,400.00 038 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0.00 039 ADJUST MANHOLE TO GRADE EA 1,400.0000 8,400.00 0.000 0.00 040 REMOVE CONCRETE (CURB AND GUTTER) M 9.0000 92,700.00 364.000 3,276.00 8,704.000 78,336.00 041 REMOVE CONCRETE SIDEWALK M2 6.0000 36,840.00 5,999.000 35,994.00 042 REMOVE CONCRETE BARRIER M 40.0000 147,200.00 1,530.000 61,200.00 043 PREPARE CONCRETE BRIDGE DECK SURFACE M2 10.0000 7,030.00 0.000 0.00 044 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,600.00 0.000 0.00 045 REMOVE CONCRETE (MISCELLANEOUS) M3 1,800.0000 23,400.00 2.520 4,536.00 046 CAP INLET EA 1,400.0000 1,400.00 0.000 0.00 047 REMOVE CRASH CUSHION EA 950.0000 1,900.00 0.000 0.00 048 BRIDGE REMOVAL, LOCATION E LS 345,000.0000 345,000.00 1.000 345,000.00 049 BRIDGE REMOVAL, LOCATION F LS 110,000.0000 110,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL, LOCATION G LS 250,000.0000 250,000.00 1.000 250,000.00 051 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 1.000 150,000.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.000 0.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 1.000 62,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 1.000 35,000.00 056 JACKING SUPERSTRUCTURE (LOCATION C) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 057 JACKING SUPERSTRUCTURE (LOCATION D) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 058 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 0.050 6,250.00 1.000 125,000.00 059 ROADWAY EXCAVATION M3 39.0000 1,935,960.00 323.000 12,597.00 39,159.070 1,527,203.73 060 ROADWAY EXCAVATION (TYPE Z-2) M3 120.0000 1,560,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 061 ROADWAY EXCAVATION (TYPE Z-3) M3 265.0000 1,187,200.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 062 ROADWAY EXCAVATION (TYPE Y-2) M3 12.0000 306,000.00 8,136.200 97,634.40 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (S) 064 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 37,475.00 2,391.800 59,795.00 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) M3 900.0000 70,200.00 0.000 0.00 (F) 066 STRUCTURE EXCAVATION (TIEBACK WALL) M3 600.0000 89,400.00 0.000 0.00 (F) 067 STRUCTURE EXCAVATION (TYPE Z-2) M3 185.0000 3,769,005.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE EXCAVATION (TYPE Z-3) M3 570.0000 733,590.00 0.000 0.00 (F) (AERIALLY DEPOSITED LEAD) 069 STRUCTURE EXCAVATION (TYPE Y-2) M3 60.0000 262,320.00 13,905.360 834,321.60 (F) (AERIALLY DEPOSITED LEAD) 070 STRUCTURE BACKFILL (BRIDGE) M3 54.0000 585,252.00 5,770.300 311,596.20 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 631,170.00 11,299.840 338,995.20 (F) 072 STRUCTURE BACKFILL (TIEBACK WALL) M3 400.0000 10,400.00 0.000 0.00 (F) 073 PERVIOUS BACKFILL MATERIAL M3 1,000.0000 28,000.00 0.000 0.00 (F) 074 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 152,235.00 1,033.680 87,862.80 (F) WALL) 075 SAND BACKFILL M3 130.0000 19,500.00 0.000 0.00 076 HIGHWAY PLANTING LS 435,000.0000 435,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (TYPE D) M2 1.5000 7,515.00 0.000 0.00 (S) 078 TRANSPLANT PALM TREE EA 1,300.0000 9,100.00 0.000 0.00 (S) 079 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.500 17,500.00 (S) 080 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0.00 (S) 081 IRRIGATION SYSTEM LS 550,000.0000 550,000.00 0.014 7,700.00 (S) 082 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 38,610.00 117.000 38,610.00 (F) 083 NPS 3 SUPPLY LINE (BRIDGE) M 395.0000 22,120.00 56.000 22,120.00 (F) 084 WATER METER EA 4,400.0000 44,000.00 0.000 0.00 (S) 085 250 MM CORRUGATED HIGH DENSITY M 190.0000 45,600.00 15.000 2,850.00 15.000 2,850.00 (S) POLYETHYLENE PIPE CONDUIT 086 CLASS 2 AGGREGATE BASE M3 60.0000 360.00 0.000 0.00 087 ROCK GRAVEL TONN 200.0000 10,000.00 0.000 0.00 088 CLASS 3 AGGREGATE BASE M3 50.0000 1,325,000.00 6,153.000 307,650.00 089 LEAN CONCRETE BASE M3 125.0000 1,875,000.00 703.130 87,891.25 5,871.090 733,886.25 090 LEAN CONCRETE BASE (RAPID SETTING) M3 205.0000 305,450.00 0.000 0.00 091 HOT MIX ASPHALT TONN 70.0000 2,863,000.00 24,233.110 1,696,317.70 092 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 18,400.00 1,568.000 3,136.00 093 PLACE HOT MIX ASPHALT DIKE M 8.0000 10,160.00 0.000 0.00 094 CONCRETE PAVEMENT M3 187.0000 4,151,400.00 88.700 16,586.90 4,698.770 878,669.99 095 CONCRETE PAVEMENT M3 430.0000 1,363,100.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 096 SEAL PAVEMENT JOINT M 20.0000 386,000.00 70.000 1,400.00 097 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 300,000.00 515.450 7,731.75 4,250.450 63,756.75 098 TIE BAR EA 8.0000 221,600.00 4,900.000 39,200.00 099 DOWEL BAR EA 11.0000 696,300.00 26.000 286.00 1,301.000 14,311.00 100 300 MM DRILLED HOLE M 95.0000 25,080.00 264.000 25,080.00 (S) 101 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 93.0000 700,290.00 5,489.620 510,534.66 (S) PILING 102 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 880,785.00 5,250.220 971,290.70 (S) PILING 103 1.372 M CAST-IN-DRILLED-HOLE CONCRETE M 1,900.0000 948,100.00 138.800 263,720.00 (S) PILING PROGRAM CAS145 PAGE 5 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 908,000.00 227.000 908,000.00 (S) PILING 105 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.932 223,680.00 (S) 106 TIEBACK ANCHOR EA 3,500.0000 364,000.00 0.000 0.00 (S) 107 STRUCTURAL CONCRETE, CIP WALL FACE M3 840.0000 99,960.00 0.000 0.00 (F) 108 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 760.0000 1,424,240.00 10.200 7,752.00 1,497.790 1,138,320.40 (F) 109 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 4,967,620.00 61.000 45,140.00 5,560.710 4,114,925.40 (F) 110 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 3,477,000.00 93.370 44,350.75 6,569.290 3,120,412.75 (F) 111 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 602,400.00 635.200 508,160.00 (F) (TYPE N) 112 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 135,380.00 69.130 96,782.00 (F) 113 MINOR CONCRETE (BOX CULVERT) M3 1,200.0000 92,760.00 77.300 92,760.00 (F) 114 MINOR CONCRETE (BACKFILL) M3 260.0000 3,640.00 0.000 0.00 115 MINOR CONCRETE (HEADWALL) M3 1,400.0000 2,240.00 0.000 0.00 (F) 116 CORRUGATED TEXTURE M2 100.0000 12,800.00 121.600 12,160.00 (F) 117 PALM TREE BARK TEXTURE M2 81.0000 34,425.00 70.000 5,670.00 70.000 5,670.00 (F) 118 DRILL AND BOND DOWEL M 25.0000 7,025.00 144.170 3,604.25 119 FURNISH PRECAST PRESTRESSED CONCRETE M2 850.0000 216,750.00 0.000 0.00 (SF)SLAB (TYPE SII) (MOD) 120 ERECT PRECAST PRESTRESSED CONCRETE DECK M2 214.0000 54,570.00 0.000 0.00 (S) UNIT 121 REFINISH BRIDGE DECK M2 200.0000 18,200.00 89.000 17,800.00 122 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 45,500.00 0.000 0.00 123 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 31,635.00 0.000 0.00 (F) 124 SOUND WALL (MASONRY BLOCK) M2 160.0000 2,480,480.00 1,019.600 163,136.00 7,465.100 1,194,416.00 (F) 125 PTFE SPHERICAL BEARING EA 4,000.0000 84,000.00 18.000 72,000.00 (S) 126 JOINT SEAL (TYPE AL) M 85.0000 5,270.00 0.000 0.00 (S) 127 JOINT SEAL (MR 30 MM) M 135.0000 19,845.00 0.000 0.00 (S) 128 JOINT SEAL (MR 15 MM) M 130.0000 8,450.00 0.000 0.00 (S) 129 JOINT SEAL (MR 50 MM) M 200.0000 16,800.00 33.000 6,600.00 (S) 130 BAR REINFORCING STEEL (CIP WALL FACE) KG 2.0000 129,990.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,643,978.00 6,616.000 6,616.00 1,329,201.000 1,329,201.00 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 915,951.50 45.000 76.50 479,591.650 815,305.81 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 11,962.50 7,975.000 11,962.50 (SF) 134 HEADED BAR REINFORCEMENT EA 7.0000 16,940.00 2,420.000 16,940.00 (SF) 135 SHOTCRETE M3 550.0000 75,350.00 0.000 0.00 (F) 136 STRUCTURAL STEEL (BRIDGE) KG 3.0000 2,150,070.00 625,310.000 1,875,930.00 (SF) 137 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 174,495.00 0.000 0.00 (F) WITH WALKWAY) 138 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 29,082.50 0.000 0.00 (SF)WITH WALKWAY) 139 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,604,492.00 0.000 0.00 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 82,870.20 0.000 0.00 (SF) 141 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 56,700.00 0.000 0.00 142 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 3,180.00 0.000 0.00 (1.6 MM-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN M2 66.0000 4,884.00 0.000 0.00 (2.0 MM-UNFRAMED) 144 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 350,000.00 104.960 262,400.00 (S) CONCRETE PILE (SIGN FOUNDATION) 145 METAL (BARRIER MOUNTED SIGN) KG 20.0000 37,200.00 0.000 0.00 146 METAL (SOUND WALL MOUNTED SIGN) KG 17.0000 70,210.00 0.000 0.00 147 ROADSIDE SIGN - ONE POST EA 500.0000 14,000.00 0.000 0.00 148 ROADSIDE SIGN - TWO POST EA 900.0000 1,800.00 0.000 0.00 149 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 0.000 0.00 METHOD) 150 INSTALL SIGN PANEL ON SOUND WALL EA 300.0000 3,900.00 0.000 0.00 151 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.000 0.00 (S) 152 450 MM REINFORCED CONCRETE PIPE M 150.0000 103,500.00 450.300 67,545.00 153 600 MM REINFORCED CONCRETE PIPE M 260.0000 36,400.00 0.000 0.00 154 750 MM REINFORCED CONCRETE PIPE M 900.0000 8,100.00 20.000 18,000.00 155 1000 MM REINFORCED CONCRETE PIPE M 460.0000 87,400.00 190.000 87,400.00 156 450 MM CORRUGATED STEEL PIPE M 300.0000 18,900.00 11.000 3,300.00 (2.01 MM THICK) 157 600 MM CORRUGATED STEEL PIPE M 285.0000 18,810.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 GRATED LINE DRAIN M 300.0000 93,000.00 0.000 0.00 159 450 MM STEEL FLARED END SECTION EA 398.0000 1,194.00 0.000 0.00 160 600 MM STEEL FLARED END SECTION EA 488.0000 488.00 0.000 0.00 161 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,045.0000 4,180.00 0.000 0.00 162 200 MM VITRIFIED CLAY PIPE M 490.0000 73,500.00 150.000 73,500.00 (S) 163 250 MM VITRIFIED CLAY PIPE M 520.0000 104,000.00 200.000 104,000.00 (S) 164 300 MM VITRIFIED CLAY PIPE M 400.0000 216,000.00 540.000 216,000.00 (S) 165 530 MM VITRIFIED CLAY PIPE M 620.0000 99,200.00 160.000 99,200.00 (S) 166 CONCRETE SEWER MANHOLE EA 7,700.0000 161,700.00 24.000 184,800.00 (S) 167 ROCK SLOPE PROTECTION M3 400.0000 64,000.00 0.000 0.00 (FACING, METHOD B) 168 SLOPE PAVING (CONCRETE) M3 650.0000 31,850.00 0.000 0.00 (F) 169 MINOR CONCRETE (DITCH LINING) M3 880.0000 1,144.00 0.000 0.00 170 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 9.0000 216.00 0.000 0.00 171 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 713,000.00 64.390 29,619.40 1,784.640 820,934.40 CONSTRUCTION) 172 MINOR CONCRETE (GUTTER) M 190.0000 5,700.00 0.000 0.00 (F) 173 MINOR CONCRETE (STAMPED CONCRETE) M2 82.0000 984,000.00 427.730 35,073.86 846.970 69,451.54 174 MISCELLANEOUS IRON AND STEEL KG 3.0000 17,214.00 55.000 165.00 (SF) 175 MISCELLANEOUS IRON AND STEEL KG 3.5000 12,201.00 0.000 0.00 (SF)(SEWER SYSTEM) 176 ISOLATION CASING KG 3.0000 63,270.00 0.000 0.00 (SF) 177 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 37,200.00 3,100.000 37,200.00 (SF) 178 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 48,330.00 100.000 1,500.00 222.000 3,330.00 (SF) 179 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 21,120.00 0.000 0.00 (S) 180 CHAIN LINK FENCE (TYPE CL-3.0, M 445.0000 67,195.00 0.000 0.00 (SF)VINYL-CLAD) 181 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 1,000.00 0.000 0.00 182 METAL BEAM GUARD RAILING M 53.0000 20,140.00 11.500 609.50 107.580 5,701.74 (S) 183 CHAIN LINK RAILING (TYPE 7) M 260.0000 224,380.00 310.000 80,600.00 (SF) 184 PIPE HANDRAILING M 76.0000 28,044.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 8 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 TUBULAR HANDRAILING M 285.0000 14,535.00 51.000 14,535.00 (SF) 186 CONCRETE BARRIER (TYPE 26) M 535.0000 226,305.00 310.000 165,850.00 (F) 187 CONCRETE BARRIER (TYPE 26A) M 470.0000 31,490.00 67.000 31,490.00 (F) 188 CABLE RAILING M 75.0000 42,600.00 0.000 0.00 (SF) 189 TRANSITION RAILING (TYPE WB) EA 5,000.0000 95,000.00 9.600 48,000.00 (S) 190 TRANSITION RAILING (TYPE DTB) EA 5,300.0000 5,300.00 0.000 0.00 (S) 191 TERMINAL SYSTEM (TYPE CAT) EA 7,200.0000 21,600.00 0.000 0.00 (S) 192 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 450.0000 1,350.00 0.000 0.00 (S) 193 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 1,360.00 0.000 0.00 (S) 194 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 31,500.00 2.000 7,000.00 (S) 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 35,100.00 13.000 35,100.00 (S) 196 CRASH CUSHION (REACT 9SCBS) EA 74,000.0000 296,000.00 0.000 0.00 (S) 197 CRASH CUSHION (TYPE WIDETRACC) EA 26,200.0000 52,400.00 0.000 0.00 (S) 198 CONCRETE BARRIER (TYPE 60) M 184.0000 40,480.00 0.000 0.00 199 CONCRETE BARRIER (TYPE 60D) M 130.0000 200,200.00 0.000 0.00 200 CONCRETE BARRIER (TYPE 60E) M 470.0000 18,800.00 0.000 0.00 201 CONCRETE BARRIER (TYPE 60G) M 280.0000 879,200.00 91.500 25,620.00 1,550.200 434,056.00 202 CONCRETE BARRIER (TYPE 60 GA) (MOD) M 700.0000 78,400.00 0.000 0.00 203 CONCRETE BARRIER (TYPE 60GC) M 270.0000 70,200.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 60GR) M 1,030.0000 309,000.00 90.400 93,112.00 90.400 93,112.00 205 CONCRETE BARRIER (TYPE 732) M 240.0000 27,120.00 0.000 0.00 (F) 206 CONCRETE BARRIER (TYPE 736) M 235.0000 60,630.00 258.000 60,630.00 (F) 207 CONCRETE BARRIER (TYPE 736A) M 6.0000 14,160.00 60.000 360.00 (F) 208 CONCRETE BARRIER (TYPE 736 MODIFIED) M 325.0000 44,525.00 113.000 36,725.00 209 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 489,900.00 1,140.660 262,351.80 210 CONCRETE BARRIER (TYPE 736B) M 390.0000 292,500.00 364.000 141,960.00 211 CONCRETE BARRIER (TYPE 736SV) M 350.0000 899,500.00 1,512.840 529,494.00 PROGRAM CAS145 PAGE 9 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 45,090.00 0.000 0.00 (S) 213 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 51,840.00 0.000 0.00 (S) 214 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,650.00 0.000 0.00 (S) 215 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,380.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 216 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,660.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 217 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 315.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 218 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,760.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 219 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 78,400.00 49,424.700 34,597.29 (S) 220 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 4,950.00 81.410 2,686.53 (S) 221 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 29,000.00 6,193.000 8,979.85 (S) 222 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 48,000.00 2,501.000 7,503.00 (S) 223 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.250 1,375.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 224 LIGHTING (TEMPORARY) LS 207,000.0000 207,000.00 0.800 165,600.00 (S) 225 LIGHTING (CITY STREET) LS 159,000.0000 159,000.00 0.961 152,799.00 (S) 226 MODIFY LIGHTING (CITY STREET) LS 28,000.0000 28,000.00 0.000 0.00 (S) 227 LIGHTING (TUNNEL) LS 25,000.0000 25,000.00 0.059 1,475.00 (S) 228 PEDESTRIAN OVERCROSSING LIGHTING LS 172,000.0000 172,000.00 0.000 0.00 (S) 229 TEMPORARY LIGHTING (CITY STREET) LS 110,000.0000 110,000.00 0.957 105,270.00 (S) 230 COMMUNICATION SYSTEM ROUTING LS 750,000.0000 750,000.00 0.096 72,000.00 0.222 166,500.00 (S) 231 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 77,280.00 411.000 47,265.00 (SF) 232 ELECTRIC SERVICE (IRRIGATION) LS 46,000.0000 46,000.00 0.188 8,648.00 (S) 233 MODIFY TRAFFIC MONITORING STATION LS 84,000.0000 84,000.00 0.065 5,460.00 0.076 6,384.00 (S) 234 TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.022 770.00 0.119 4,165.00 (S) (LOCATION 2126) 235 MODIFY RAMP METERING SYSTEM LS 252,000.0000 252,000.00 0.051 12,852.00 0.129 32,508.00 (S) 236 MODIFY SIGNAL AND LIGHTING LS 85,000.0000 85,000.00 0.000 0.00 (S) 237 MODIFY LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.045 31,500.00 0.293 205,100.00 (S) 238 CLOSED CIRCUIT TELEVISION CAMERA LS 52,000.0000 52,000.00 0.000 0.00 (S) (LOCATION SB 315) PROGRAM CAS145 PAGE 10 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 0.000 0.00 (S) (LOCATION SB 322) 240 MODIFY SB 311 CONTROLLER LS 11,000.0000 11,000.00 0.000 0.00 (S) 241 HIGHWAY ADVISORY RADIO SIGN AND FLASHING LS 25,000.0000 25,000.00 0.014 350.00 (S) BEACON ASSEMBLY (LOCATION 20) 242 MODIFICATIONS AT SAN GABRIEL VALLEY LS 43,000.0000 43,000.00 0.000 0.00 (S) HUB BUILDING 243 SYSTEM TESTING AND DOCUMENTATION LS 16,000.0000 16,000.00 0.000 0.00 (S) 244 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 245 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 246 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 50,600.00 4,085.920 81,718.40 247 TEMPORARY 3.7M CHAINLINK GATE EA 450.0000 15,300.00 16.000 7,200.00 (TYPE CL-1.8) PROGRAM CAS145 PAGE 11 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:27 PM ESTIMATE NO. 29 BID OPENING 03/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/12 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 845,070.91 34,985,479.02 ADJUSTMENT OF COMPENSATION 0.00 8,926.88 EXTRA WORK 39,961.73 1,766,631.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 885,032.64 36,761,037.86 248 MOBILIZATION LS 820,000.0000 5,820,000.00 0.050 291,000.00 1.000 5,820,000.00 ORIGINAL CONTRACT AMOUNT 76,522,569.70 TOTAL WORK COMPLETED 1,176,032.64 42,581,037.86 MATERIALS ON HAND ON SITE 934,020.55 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -45,511.32 TOTAL 1,166,032.64 43,469,547.09 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 05/18/09 1010 10/05/09 10/05/09 01/04/14 522 107 0 0 57% 69% PROGRESS IS SATISFACTORY BOTROS, SHERIF RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/12