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 07/22/10 EST. NO.11 TIME 02:25 PM R.E. NAME: BALINGHASAY, GREG 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 --------------------------------------------------------------------------- 001 0109 919.08 E.W. @ F.A.(+) 040510 N 0231.0 0110 281.84 040810 N 0232.0 0111 501.03 041310 N 0233.0 0112 498.89 040910 N 0234.0 0113 386.60 042010 N 0236.0 0114 386.60 041910 N 0237.0 0115 428.41 040610 N 0240.0 0116 428.41 040710 N 0241.0 0117 418.10 041310 N 0242.0 0118 534.15 041610 N 0243.0 0119 431.02 041410 N 0244.0 0120 531.98 041410 N 0245.0 0121 532.91 041610 N 0246.0 0122 428.41 041910 N 0247.0 0123 374.15 042010 N 0248.0 0124 503.09 042110 N 0249.0 0125 366.32 041510 N 0250.0 0126 605.22 041510 N 0251.0 0128 371.54 041610 N 0254.0 0129 3,812.92 011210 N 0102.0 0130 225.45 031010 N 0257.0 0131 153.41 031810 N 0258.0 0132 458.50 033010 N 0259.0 0133 242.98 042310 N 0262.0 0134 150.89 042810 N 0263.0 0135 162.75 042910 N 0264.0 0136 130.86 043010 N 0269.0 0137 3,763.50 030610 N 0186.0 0139 251.76 040610 N 0286.0 0140 251.76 040710 N 0287.0 0141 514.86 032610 N 0291.0 0142 806.59 032510 N 0292.0 0143 117.55 051110 N 0308.0 0144 181.92 051210 N 0310.0 0145 152.12 051210 N 0311.0 0146 129.63 051310 N 0313.0 0147 439.14 051310 N 0314.0 0149 129.63 051410 N 0319.0 0150 228.48 051810 N 0321.0 0151 129.63 052110 N 0324.0 0152 478.66 052410 N 0325.0 0153 1,221.27 032110 N 0293.0 0154 458.57 042210 N 0294.0 0155 408.85 042310 N 0295.0 0156 685.15 042610 N 0296.0 0157 627.78 042710 N 0297.0 0158 339.41 042810 N 0298.0 0159 613.83 050310 N 0299.0 0160 380.52 050410 N 0300.0 0161 256.77 050510 N 0301.0 0162 666.72 050710 N 0303.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/10 EST. NO.11 TIME 02:25 PM R.E. NAME: BALINGHASAY, GREG 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 --------------------------------------------------------------------------- 0163 1,112.65 051010 N 0304.0 0164 90.96 051010 N 0306.0 0165 1,636.17 061210 N 0328.0 0166 312.46 061410 N 0329.0 0167 929.69 061410 N 0330.0 0168 641.18 061410 N 0331.0 0169 1,486.36 061510 N 0332.0 0170 536.00 061510 N 0333.0 0172 827.43 061610 N 0336.0 0173 386.49 061110 N 0326.0 0174 443.16 061610 N 0337.0 0175 424.38 061610 N 0338.0 0176 565.03 061110 N 0327.0 0177 662.39 061710 N 0340.0 0178 820.34 061710 N 0341.0 0179 412.38 061810 N 0342.0 0180 1,096.49 061810 N 0343.0 0181 153.38 062110 N 0345.0 0182 883.29 062210 N 0347.0 0183 441.65 062310 N 0352.0 0184 98.63 062410 N 0353.0 0185 113.51 062910 N 0360.0 0186 575.37 063010 N 0361.0 0187 176.54 063010 N 0362.0 0188 161.65 063010 N 0363.0 0189 176.54 063010 N 0364.0 0190 240.73 070210 N 0365.0 0191 176.54 070710 N 0368.0 0192 66.54 070710 N 0370.0 0193 258.07 070810 N 0372.0 0194 308.31 070810 N 0374.0 0195 295.90 070910 N 0375.0 0198 537.76 060910 N 0381.0 0199 1,103.48 052610 N 0383.0 008 0030 1,599.03 E.W. @ F.A.(+) 051110 N 0307.0 0031 481.47 051210 N 0309.0 0032 506.77 051310 N 0315.0 0033 605.60 051410 N 0320.0 0034 1,257.88 052010 N 0322.0 0035 1,052.02 050610 N 0302.0 0036 632.83 051010 N 0305.0 022 0001 153.83 E.W. @ F.A.(+) 113009 N 0049.0 024 0006 7,155.25 E.W. @ F.A.(+) 010710 N 0106.0 027 0002 2,882.53 E.W. @ F.A.(+) 020210 N 0161.0 033 0007 2,537.38 E.W. @ F.A.(+) 051210 N 0312.0 0008 2,065.15 051310 N 0316.0 0009 2,065.15 051410 N 0317.0 0010 819.57 052110 N 0323.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 07/22/10 EST. NO.11 TIME 02:25 PM R.E. NAME: BALINGHASAY, GREG 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 --------------------------------------------------------------------------- 69,465.52 TOTAL THIS ESTIMATE 310,970.65 TOTAL PREVIOUS ESTIMATE 380,436.17 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 07/22/10 EST. NO.11 TIME 02:25 PM R.E. NAME: BALINGHASAY, GREG 07-117074 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 3,700.0000 2,812,000.00 21.000 77,700.00 179.000 662,300.00 03 TEMPORARY SUPPORT LS 27,000.0000 27,000.00 0.750 20,250.00 04 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.050 9,000.00 0.450 81,000.00 05 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.500 250.00 S) PREVENTION PLAN 06 TEMPORARY SILT FENCE M 14.0000 15,120.00 700.000 9,800.00 3,547.600 49,666.40 07 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 8,000.00 8.000 8,000.00 08 STREET SWEEPING LS 120,000.0000 120,000.00 0.025 3,000.00 0.175 21,000.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 146,000.0000 146,000.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.303 30,300.00 S) 11 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.028 14,000.00 0.236 118,000.00 S) 12 TYPE III BARRICADE EA 123.0000 5,904.00 30.000 3,690.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 9,000.00 226.000 4,520.00 S) 14 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 5,000.00 4.000 4,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 25.0000 807,500.00 11,008.500 275,212.50 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 205,000.00 676.000 169,000.00 S) 17 ABANDON SEWER PIPE M 50.0000 3,350.00 67.000 3,350.00 18 REMOVE CHAIN LINK FENCE M 15.0000 68,250.00 891.000 13,365.00 3,058.000 45,870.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 26.0000 56,420.00 1,092.000 28,392.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 23,475.00 9,390.000 23,475.00 S) STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 47,655.00 9,241.300 12,475.76 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 25,110.00 11,542.000 15,581.70 S) PROGRAM CAS145 PAGE 2 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,750.00 65.800 2,303.00 S) 24 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 9,093.000 9,093.00 S) 25 REMOVE SIGN STRUCTURE EA 2,500.0000 50,000.00 6.000 15,000.00 S) 26 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 0.000 0.00 27 REMOVE PIPE M 54.0000 46,980.00 198.500 10,719.00 28 REMOVE INLET EA 860.0000 12,040.00 0.000 0.00 29 REMOVE HEADWALL EA 900.0000 3,600.00 0.000 0.00 30 REMOVE DOWNDRAIN M 56.0000 4,032.00 0.000 0.00 31 REMOVE SEWER MANHOLE EA 1,600.0000 24,000.00 4.000 6,400.00 S) 32 REMOVE MANHOLE EA 1,700.0000 3,400.00 4.000 6,800.00 33 REMOVE CATCH BASIN EA 1,700.0000 5,100.00 1.000 1,700.00 34 REMOVE RETAINING WALL M3 86.0000 16,340.00 0.000 0.00 35 REMOVE SEWER PIPE M 42.0000 41,160.00 0.000 0.00 S) 36 REMOVE CONCRETE PAVEMENT M2 18.0000 7,560.00 0.000 0.00 37 SALVAGE METAL BRIDGE RAILING M 20.0000 10,700.00 172.000 3,440.00 38 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 0.000 0.00 39 ADJUST MANHOLE TO GRADE EA 1,400.0000 8,400.00 0.000 0.00 40 REMOVE CONCRETE (CURB AND GUTTER) M 9.0000 92,700.00 1,292.500 11,632.50 41 REMOVE CONCRETE SIDEWALK M2 6.0000 36,840.00 5,859.000 35,154.00 42 REMOVE CONCRETE BARRIER M 40.0000 147,200.00 0.000 0.00 43 PREPARE CONCRETE BRIDGE DECK SURFACE M2 10.0000 7,030.00 0.000 0.00 44 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 10,600.00 0.000 0.00 45 REMOVE CONCRETE (MISCELLANEOUS) M3 1,800.0000 23,400.00 2.520 4,536.00 46 CAP INLET EA 1,400.0000 1,400.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 950.0000 1,900.00 0.000 0.00 48 BRIDGE REMOVAL, LOCATION E LS 345,000.0000 345,000.00 0.000 0.00 49 BRIDGE REMOVAL, LOCATION F LS 110,000.0000 110,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL, LOCATION G LS 250,000.0000 250,000.00 0.400 100,000.00 51 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.370 55,500.00 52 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 0.000 0.00 53 BRIDGE REMOVAL (PORTION), LOCATION B LS 70,000.0000 70,000.00 1.000 70,000.00 54 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,000.0000 62,000.00 0.800 49,600.00 55 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 0.000 0.00 56 JACKING SUPERSTRUCTURE (LOCATION C) LS 120,000.0000 120,000.00 0.000 0.00 S) 57 JACKING SUPERSTRUCTURE (LOCATION D) LS 100,000.0000 100,000.00 0.000 0.00 S) 58 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 0.040 5,000.00 0.800 100,000.00 59 ROADWAY EXCAVATION M3 39.0000 1,935,960.00 11,715.070 456,887.73 60 ROADWAY EXCAVATION (TYPE Z-2) M3 120.0000 1,560,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 61 ROADWAY EXCAVATION (TYPE Z-3) M3 265.0000 1,187,200.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 62 ROADWAY EXCAVATION (TYPE Y-2) M3 12.0000 306,000.00 3,145.200 37,742.40 (AERIALLY DEPOSITED LEAD) 63 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.500 1,250.00 S) 64 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 37,475.00 1,902.800 47,570.00 F) 65 STRUCTURE EXCAVATION (RETAINING WALL) M3 900.0000 70,200.00 0.000 0.00 F) 66 STRUCTURE EXCAVATION (TIEBACK WALL) M3 600.0000 89,400.00 0.000 0.00 F) 67 STRUCTURE EXCAVATION (TYPE Z-2) M3 185.0000 3,769,005.00 915.000 169,275.00 F) (AERIALLY DEPOSITED LEAD) 68 STRUCTURE EXCAVATION (TYPE Z-3) M3 570.0000 733,590.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 69 STRUCTURE EXCAVATION (TYPE Y-2) M3 60.0000 262,320.00 6,884.200 413,052.00 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE BACKFILL (BRIDGE) M3 54.0000 585,252.00 483.683 26,118.88 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 631,170.00 860.000 25,800.00 1,385.000 41,550.00 F) 72 STRUCTURE BACKFILL (TIEBACK WALL) M3 400.0000 10,400.00 0.000 0.00 F) 73 PERVIOUS BACKFILL MATERIAL M3 1,000.0000 28,000.00 0.000 0.00 F) 74 PERVIOUS BACKFILL MATERIAL (RETAINING M3 85.0000 152,235.00 0.000 0.00 F) WALL) 75 SAND BACKFILL M3 130.0000 19,500.00 0.000 0.00 76 HIGHWAY PLANTING LS 435,000.0000 435,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (TYPE D) M2 1.5000 7,515.00 0.000 0.00 S) 78 TRANSPLANT PALM TREE EA 1,300.0000 9,100.00 0.000 0.00 S) 79 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.000 0.00 S) 80 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0.00 S) 81 IRRIGATION SYSTEM LS 550,000.0000 550,000.00 0.014 7,700.00 S) 82 NPS 2 SUPPLY LINE (BRIDGE) M 330.0000 38,610.00 0.000 0.00 F) 83 NPS 3 SUPPLY LINE (BRIDGE) M 395.0000 22,120.00 0.000 0.00 F) 84 WATER METER EA 4,400.0000 44,000.00 0.000 0.00 S) 85 250 MM CORRUGATED HIGH DENSITY M 190.0000 45,600.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 86 CLASS 2 AGGREGATE BASE M3 60.0000 360.00 0.000 0.00 87 ROCK GRAVEL TONN 200.0000 10,000.00 0.000 0.00 88 CLASS 3 AGGREGATE BASE M3 50.0000 1,325,000.00 0.000 0.00 89 LEAN CONCRETE BASE M3 125.0000 1,875,000.00 0.000 0.00 90 LEAN CONCRETE BASE (RAPID SETTING) M3 205.0000 305,450.00 0.000 0.00 91 HOT MIX ASPHALT TONN 70.0000 2,863,000.00 872.120 61,048.40 14,207.660 994,536.20 92 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 18,400.00 0.000 0.00 93 PLACE HOT MIX ASPHALT DIKE M 8.0000 10,160.00 0.000 0.00 94 CONCRETE PAVEMENT M3 187.0000 4,151,400.00 0.000 0.00 95 CONCRETE PAVEMENT M3 430.0000 1,363,100.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 96 SEAL PAVEMENT JOINT M 20.0000 386,000.00 0.000 0.00 97 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 300,000.00 0.000 0.00 98 TIE BAR EA 8.0000 221,600.00 0.000 0.00 99 DOWEL BAR EA 11.0000 696,300.00 0.000 0.00 00 300 MM DRILLED HOLE M 95.0000 25,080.00 176.000 16,720.00 S) 01 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 93.0000 700,290.00 0.000 0.00 S) PILING 02 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 185.0000 880,785.00 231.000 42,735.00 2,436.360 450,726.60 S) PILING 03 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 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 908,000.00 113.400 453,600.00 S) PILING 05 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.056 13,440.00 0.056 13,440.00 S) 06 TIEBACK ANCHOR EA 3,500.0000 364,000.00 0.000 0.00 S) 07 STRUCTURAL CONCRETE, CIP WALL FACE M3 840.0000 99,960.00 0.000 0.00 F) 08 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 760.0000 1,424,240.00 204.860 155,693.60 772.460 587,069.60 F) 09 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 4,967,620.00 134.610 99,611.40 811.250 600,325.00 F) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 3,477,000.00 183.800 87,305.00 2,532.710 1,203,037.25 F) 11 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 602,400.00 0.000 0.00 F) (TYPE N) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 135,380.00 35.250 49,350.00 F) 13 MINOR CONCRETE (BOX CULVERT) M3 1,200.0000 92,760.00 0.000 0.00 F) 14 MINOR CONCRETE (BACKFILL) M3 260.0000 3,640.00 0.000 0.00 15 MINOR CONCRETE (HEADWALL) M3 1,400.0000 2,240.00 0.000 0.00 F) 16 CORRUGATED TEXTURE M2 100.0000 12,800.00 64.000 6,400.00 F) 17 PALM TREE BARK TEXTURE M2 81.0000 34,425.00 0.000 0.00 F) 18 DRILL AND BOND DOWEL M 25.0000 7,025.00 2.310 57.75 11.810 295.25 19 FURNISH PRECAST PRESTRESSED CONCRETE M2 850.0000 216,750.00 0.000 0.00 SF)SLAB (TYPE SII) (MOD) 20 ERECT PRECAST PRESTRESSED CONCRETE DECK M2 214.0000 54,570.00 0.000 0.00 S) UNIT 21 REFINISH BRIDGE DECK M2 200.0000 18,200.00 0.000 0.00 22 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 45,500.00 0.000 0.00 23 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 31,635.00 0.000 0.00 F) 24 SOUND WALL (MASONRY BLOCK) M2 160.0000 2,480,480.00 0.000 0.00 F) 25 PTFE SPHERICAL BEARING EA 4,000.0000 84,000.00 9.000 36,000.00 9.000 36,000.00 S) 26 JOINT SEAL (TYPE AL) M 85.0000 5,270.00 0.000 0.00 S) 27 JOINT SEAL (MR 30 MM) M 135.0000 19,845.00 0.000 0.00 S) 28 JOINT SEAL (MR 15 MM) M 130.0000 8,450.00 0.000 0.00 S) 29 JOINT SEAL (MR 50 MM) M 200.0000 16,800.00 0.000 0.00 S) 30 BAR REINFORCING STEEL (CIP WALL FACE) KG 2.0000 129,990.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 1,643,978.00 50,223.000 50,223.00 467,277.000 467,277.00 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 915,951.50 193,424.270 328,821.26 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 11,962.50 0.000 0.00 SF) 34 HEADED BAR REINFORCEMENT EA 7.0000 16,940.00 0.000 0.00 SF) 35 SHOTCRETE M3 550.0000 75,350.00 0.000 0.00 F) 36 STRUCTURAL STEEL (BRIDGE) KG 3.0000 2,150,070.00 312,655.000 937,965.00 312,655.000 937,965.00 SF) 37 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 174,495.00 0.000 0.00 F) WITH WALKWAY) 38 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 29,082.50 0.000 0.00 SF)WITH WALKWAY) 39 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 2,604,492.00 0.000 0.00 F) 40 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 82,870.20 0.000 0.00 SF) 41 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 56,700.00 0.000 0.00 42 FURNISH SINGLE SHEET ALUMINUM SIGN M2 60.0000 3,180.00 0.000 0.00 (1.6 MM-UNFRAMED) 43 FURNISH SINGLE SHEET ALUMINUM SIGN M2 66.0000 4,884.00 0.000 0.00 (2.0 MM-UNFRAMED) 44 1524 MM CAST-IN-DRILLED-HOLE M 2,500.0000 350,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 45 METAL (BARRIER MOUNTED SIGN) KG 20.0000 37,200.00 0.000 0.00 46 METAL (SOUND WALL MOUNTED SIGN) KG 17.0000 70,210.00 0.000 0.00 47 ROADSIDE SIGN - ONE POST EA 500.0000 14,000.00 0.000 0.00 48 ROADSIDE SIGN - TWO POST EA 900.0000 1,800.00 0.000 0.00 49 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 0.000 0.00 METHOD) 50 INSTALL SIGN PANEL ON SOUND WALL EA 300.0000 3,900.00 0.000 0.00 51 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 0.000 0.00 S) 52 450 MM REINFORCED CONCRETE PIPE M 150.0000 103,500.00 7.300 1,095.00 53 600 MM REINFORCED CONCRETE PIPE M 260.0000 36,400.00 0.000 0.00 54 750 MM REINFORCED CONCRETE PIPE M 900.0000 8,100.00 20.000 18,000.00 55 1000 MM REINFORCED CONCRETE PIPE M 460.0000 87,400.00 190.000 87,400.00 56 450 MM CORRUGATED STEEL PIPE M 300.0000 18,900.00 0.000 0.00 (2.01 MM THICK) 57 600 MM CORRUGATED STEEL PIPE M 285.0000 18,810.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 7 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 GRATED LINE DRAIN M 300.0000 93,000.00 0.000 0.00 59 450 MM STEEL FLARED END SECTION EA 398.0000 1,194.00 0.000 0.00 60 600 MM STEEL FLARED END SECTION EA 488.0000 488.00 0.000 0.00 61 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,045.0000 4,180.00 0.000 0.00 62 200 MM VITRIFIED CLAY PIPE M 490.0000 73,500.00 150.000 73,500.00 S) 63 250 MM VITRIFIED CLAY PIPE M 520.0000 104,000.00 35.000 18,200.00 200.000 104,000.00 S) 64 300 MM VITRIFIED CLAY PIPE M 400.0000 216,000.00 540.000 216,000.00 S) 65 530 MM VITRIFIED CLAY PIPE M 620.0000 99,200.00 160.000 99,200.00 S) 66 CONCRETE SEWER MANHOLE EA 7,700.0000 161,700.00 11.000 84,700.00 24.000 184,800.00 S) 67 ROCK SLOPE PROTECTION M3 400.0000 64,000.00 0.000 0.00 (FACING, METHOD B) 68 SLOPE PAVING (CONCRETE) M3 650.0000 31,850.00 0.000 0.00 F) 69 MINOR CONCRETE (DITCH LINING) M3 880.0000 1,144.00 0.000 0.00 70 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 9.0000 216.00 0.000 0.00 71 MINOR CONCRETE (MISCELLANEOUS M3 460.0000 713,000.00 109.220 50,241.20 944.210 434,336.60 CONSTRUCTION) 72 MINOR CONCRETE (GUTTER) M 190.0000 5,700.00 0.000 0.00 F) 73 MINOR CONCRETE (STAMPED CONCRETE) M2 82.0000 984,000.00 0.000 0.00 74 MISCELLANEOUS IRON AND STEEL KG 3.0000 17,214.00 55.000 165.00 SF) 75 MISCELLANEOUS IRON AND STEEL KG 3.5000 12,201.00 0.000 0.00 SF)(SEWER SYSTEM) 76 ISOLATION CASING KG 3.0000 63,270.00 0.000 0.00 SF) 77 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 37,200.00 1,550.000 18,600.00 1,550.000 18,600.00 SF) 78 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 48,330.00 0.000 0.00 SF) 79 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 21,120.00 0.000 0.00 S) 80 CHAIN LINK FENCE (TYPE CL-3.0, M 445.0000 67,195.00 0.000 0.00 SF)VINYL-CLAD) 81 INSTALL MEDIAN MILEAGE PANEL EA 100.0000 1,000.00 0.000 0.00 82 METAL BEAM GUARD RAILING M 53.0000 20,140.00 0.000 0.00 S) 83 CHAIN LINK RAILING (TYPE 7) M 260.0000 224,380.00 0.000 0.00 SF) 84 PIPE HANDRAILING M 76.0000 28,044.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TUBULAR HANDRAILING M 285.0000 14,535.00 0.000 0.00 SF) 86 CONCRETE BARRIER (TYPE 26) M 535.0000 226,305.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 26A) M 470.0000 31,490.00 0.000 0.00 F) 88 CABLE RAILING M 75.0000 42,600.00 0.000 0.00 SF) 89 TRANSITION RAILING (TYPE WB) EA 5,000.0000 95,000.00 0.000 0.00 S) 90 TRANSITION RAILING (TYPE DTB) EA 5,300.0000 5,300.00 0.000 0.00 S) 91 TERMINAL SYSTEM (TYPE CAT) EA 7,200.0000 21,600.00 0.000 0.00 S) 92 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 450.0000 1,350.00 0.000 0.00 S) 93 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 1,360.00 0.000 0.00 S) 94 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 31,500.00 0.000 0.00 S) 95 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 35,100.00 0.000 0.00 S) 96 CRASH CUSHION (REACT 9SCBS) EA 74,000.0000 296,000.00 0.000 0.00 S) 97 CRASH CUSHION (TYPE WIDETRACC) EA 26,200.0000 52,400.00 0.000 0.00 S) 98 CONCRETE BARRIER (TYPE 60) M 184.0000 40,480.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 130.0000 200,200.00 0.000 0.00 00 CONCRETE BARRIER (TYPE 60E) M 470.0000 18,800.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 280.0000 879,200.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60 GA) (MOD) M 700.0000 78,400.00 0.000 0.00 03 CONCRETE BARRIER (TYPE 60GC) M 270.0000 70,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60GR) M 1,030.0000 309,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 732) M 240.0000 27,120.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 736) M 235.0000 60,630.00 0.000 0.00 F) 07 CONCRETE BARRIER (TYPE 736A) M 6.0000 14,160.00 0.000 0.00 F) 08 CONCRETE BARRIER (TYPE 736 MODIFIED) M 325.0000 44,525.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 736A MODIFIED) M 230.0000 489,900.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 736B) M 390.0000 292,500.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 736SV) M 350.0000 899,500.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 45,090.00 0.000 0.00 S) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 51,840.00 0.000 0.00 S) 14 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,650.00 0.000 0.00 S) 15 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,380.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 16 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 16,660.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 315.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,760.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 78,400.00 45,252.400 31,676.68 S) 20 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 4,950.00 69.900 2,306.70 S) 21 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 29,000.00 5,703.000 8,269.35 S) 22 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 48,000.00 2,215.000 6,645.00 S) 23 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.250 1,375.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 24 LIGHTING (TEMPORARY) LS 207,000.0000 207,000.00 0.111 22,977.00 0.384 79,488.00 S) 25 LIGHTING (CITY STREET) LS 159,000.0000 159,000.00 0.269 42,771.00 0.606 96,354.00 S) 26 MODIFY LIGHTING (CITY STREET) LS 28,000.0000 28,000.00 0.000 0.00 S) 27 LIGHTING (TUNNEL) LS 25,000.0000 25,000.00 0.000 0.00 S) 28 PEDESTRIAN OVERCROSSING LIGHTING LS 172,000.0000 172,000.00 0.000 0.00 S) 29 TEMPORARY LIGHTING (CITY STREET) LS 110,000.0000 110,000.00 0.841 92,510.00 S) 30 COMMUNICATION SYSTEM ROUTING LS 750,000.0000 750,000.00 0.000 0.00 S) 31 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 77,280.00 0.000 0.00 SF) 32 ELECTRIC SERVICE (IRRIGATION) LS 46,000.0000 46,000.00 0.135 6,210.00 S) 33 MODIFY TRAFFIC MONITORING STATION LS 84,000.0000 84,000.00 0.000 0.00 S) 34 TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 2126) 35 MODIFY RAMP METERING SYSTEM LS 252,000.0000 252,000.00 0.014 3,528.00 S) 36 MODIFY SIGNAL AND LIGHTING LS 85,000.0000 85,000.00 0.000 0.00 S) 37 MODIFY LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 0.006 4,200.00 0.010 7,000.00 S) 38 CLOSED CIRCUIT TELEVISION CAMERA LS 52,000.0000 52,000.00 0.000 0.00 S) (LOCATION SB 315) PROGRAM CAS145 PAGE 10 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 CLOSED CIRCUIT TELEVISION CAMERA LS 70,000.0000 70,000.00 0.000 0.00 S) (LOCATION SB 322) 40 MODIFY SB 311 CONTROLLER LS 11,000.0000 11,000.00 0.000 0.00 S) 41 HIGHWAY ADVISORY RADIO SIGN AND FLASHING LS 25,000.0000 25,000.00 0.000 0.00 S) BEACON ASSEMBLY (LOCATION 20) 42 MODIFICATIONS AT SAN GABRIEL VALLEY LS 43,000.0000 43,000.00 0.000 0.00 S) HUB BUILDING 43 SYSTEM TESTING AND DOCUMENTATION LS 16,000.0000 16,000.00 0.000 0.00 S) 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 46 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 50,600.00 340.500 6,810.00 3,640.600 72,812.00 47 TEMPORARY 3.7M CHAINLINK GATE EA 450.0000 15,300.00 2.000 900.00 16.000 7,200.00 (TYPE CL-1.8) PROGRAM CAS145 PAGE 11 DATE 07/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 02:25 PM ESTIMATE NO. 11 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 07/20/10 R.E. NAME: BALINGHASAY, GREG DATE OF THIS ESTIMATE 07/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,891,143.35 11,322,361.36 ADJUSTMENT OF COMPENSATION 0.00 865.60 EXTRA WORK 69,465.52 379,570.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,960,608.87 11,702,797.53 48 MOBILIZATION LS 5820,000.0000 5,820,000.00 0.750 4,365,000.00 ORIGINAL CONTRACT AMOUNT 76,522,569.70 TOTAL WORK COMPLETED 1,960,608.87 16,067,797.53 MATERIALS ON HAND ON SITE 624,538.15 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,960,608.87 16,692,335.68 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 11/18/13 179 16 0 0 21% 24% PROGRESS IS SATISFACTORY BALINGHASAY, GREG RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/22/10