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 12/21/10 EST. NO.16 TIME 07:31 AM 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 --------------------------------------------------------------------------- 001 0264 121.28 E.W. @ F.A.(+) 100710 N 0599.0 002 0005 3,569.15 E.W. @ F.A.(+) 041510 N 0620.0 022 0004 3,730.86 E.W. @ F.A.(+) 062110 N 0614.0 0005 1,187.74 062310 N 0615.0 028 0011 36.96 E.W. @ F.A.(+) 011910 N 0111.8 0012 1,786.93 042610 N 0619.0 033 0013 1,946.23 E.W. @ F.A.(+) 052010 N 0639.0 12,379.15 TOTAL THIS ESTIMATE 588,669.01 TOTAL PREVIOUS ESTIMATE 601,048.16 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 12/21/10 EST. NO.16 TIME 07:31 AM 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 0.00 -13,756.82 TOTAL DEDUCTIONS 0.00 -13,756.82 PROGRAM CAS145 PAGE 1 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 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 19.000 70,300.00 277.000 1,024,900.00 03 TEMPORARY SUPPORT LS 27,000.0000 27,000.00 0.250 6,750.00 1.000 27,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 0.020 3,600.00 0.640 115,200.00 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 1,462.000 20,468.00 5,978.100 83,693.40 07 TEMPORARY DRAINAGE INLET PROTECTION EA 1,000.0000 8,000.00 2.000 2,000.00 10.000 10,000.00 08 STREET SWEEPING LS 120,000.0000 120,000.00 0.020 2,400.00 0.290 34,800.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 146,000.0000 146,000.00 0.020 2,920.00 0.340 49,640.00 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 0.025 12,500.00 0.364 182,000.00 S) 12 TYPE III BARRICADE EA 123.0000 5,904.00 30.000 3,690.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 9,000.00 256.000 5,120.00 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 19,281.590 482,039.75 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 205,000.00 751.000 187,750.00 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 60.000 900.00 4,243.000 63,645.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 26.0000 56,420.00 1,320.000 34,320.00 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 10,379.070 14,011.74 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 25,110.00 11,542.000 15,581.70 S) PROGRAM CAS145 PAGE 2 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 83.540 2,923.90 S) 24 REMOVE PAVEMENT MARKER EA 1.0000 24,200.00 9,130.000 9,130.00 S) 25 REMOVE SIGN STRUCTURE EA 2,500.0000 50,000.00 11.000 27,500.00 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 10,700.00 355.000 7,100.00 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 1,380.300 12,422.70 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 1,000.000 40,000.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 250,000.00 51 BRIDGE REMOVAL, LOCATION H LS 150,000.0000 150,000.00 0.550 82,500.00 0.920 138,000.00 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 0.500 17,500.00 0.500 17,500.00 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 0.870 108,750.00 59 ROADWAY EXCAVATION M3 39.0000 1,935,960.00 12,949.070 505,013.73 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 1.000 2,500.00 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 3,769,005.00 200.000 37,000.00 1,211.320 224,094.20 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 262,320.00 903.600 54,216.00 9,990.740 599,444.40 F) (AERIALLY DEPOSITED LEAD) 70 STRUCTURE BACKFILL (BRIDGE) M3 54.0000 585,252.00 172.000 9,288.00 1,622.000 87,588.00 F) 71 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 631,170.00 4,617.320 138,519.60 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 152,235.00 339.950 28,895.75 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 17,500.00 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 43.500 14,355.00 93.500 30,855.00 F) 83 NPS 3 SUPPLY LINE (BRIDGE) M 395.0000 22,120.00 8.000 3,160.00 38.000 15,010.00 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 1,744.000 87,200.00 89 LEAN CONCRETE BASE M3 125.0000 1,875,000.00 536.660 67,082.50 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 20,211.430 1,414,800.10 92 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 18,400.00 1,568.000 3,136.00 93 PLACE HOT MIX ASPHALT DIKE M 8.0000 10,160.00 0.000 0.00 94 CONCRETE PAVEMENT M3 187.0000 4,151,400.00 146.000 27,302.00 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 70.000 1,400.00 97 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 300,000.00 40.000 600.00 98 TIE BAR EA 8.0000 221,600.00 56.000 448.00 99 DOWEL BAR EA 11.0000 696,300.00 229.000 2,519.00 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 880,785.00 653.000 120,805.00 3,089.360 571,531.60 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 75.600 302,400.00 189.000 756,000.00 S) PILING 05 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.008 1,920.00 0.371 89,040.00 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 1,424,240.00 110.000 83,600.00 882.460 670,669.60 F) 09 STRUCTURAL CONCRETE, BRIDGE M3 740.0000 4,967,620.00 14.000 10,360.00 2,606.030 1,928,462.20 F) 10 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 3,477,000.00 707.740 336,176.50 5,313.810 2,524,059.75 F) 11 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 602,400.00 40.000 32,000.00 191.500 153,200.00 F) (TYPE N) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 135,380.00 45.950 64,330.00 F) 13 MINOR CONCRETE (BOX CULVERT) M3 1,200.0000 92,760.00 77.300 92,760.00 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 12,800.00 121.600 12,160.00 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 65.570 1,639.25 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 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,643,978.00 111,917.000 111,917.00 751,449.500 751,449.50 SF) 32 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 915,951.50 42,526.380 72,294.85 394,824.510 671,201.67 SF) 33 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 11,962.50 7,975.000 11,962.50 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 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 11.000 3,300.00 (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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 104,000.00 200.000 104,000.00 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 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 1,460.420 671,793.20 CONSTRUCTION) 72 MINOR CONCRETE (GUTTER) M 190.0000 5,700.00 0.000 0.00 F) 73 MINOR CONCRETE (STAMPED CONCRETE) M2 82.0000 984,000.00 126.240 10,351.68 419.240 34,377.68 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 3,100.000 37,200.00 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 24.700 1,309.10 S) 83 CHAIN LINK RAILING (TYPE 7) M 260.0000 224,380.00 155.000 40,300.00 SF) 84 PIPE HANDRAILING M 76.0000 28,044.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 8 DATE 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 25.500 7,267.50 SF) 86 CONCRETE BARRIER (TYPE 26) M 535.0000 226,305.00 155.000 82,925.00 F) 87 CONCRETE BARRIER (TYPE 26A) M 470.0000 31,490.00 33.500 15,745.00 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 1.000 5,000.00 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 1.000 3,500.00 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 90.500 21,267.50 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 489,900.00 174.200 40,066.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,430.900 32,501.63 S) 20 PAINT PAVEMENT MARKING (2-COAT) M2 33.0000 4,950.00 81.410 2,686.53 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 2,280.000 6,840.00 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 0.384 79,488.00 S) 25 LIGHTING (CITY STREET) LS 159,000.0000 159,000.00 0.958 152,322.00 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 0.059 1,475.00 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 0.957 105,270.00 S) 30 COMMUNICATION SYSTEM ROUTING LS 750,000.0000 750,000.00 0.011 8,250.00 0.014 10,500.00 S) 31 COMMUNICATION CONDUIT (BRIDGE) M 115.0000 77,280.00 74.000 8,510.00 228.000 26,220.00 SF) 32 ELECTRIC SERVICE (IRRIGATION) LS 46,000.0000 46,000.00 0.036 1,656.00 0.171 7,866.00 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 0.055 13,860.00 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 0.018 12,600.00 0.124 86,800.00 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 50,600.00 112.000 2,240.00 3,988.820 79,776.40 47 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 12/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-117074 TIME 07:31 AM ESTIMATE NO. 16 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 12/20/10 R.E. NAME: BOTROS, SHERIF DATE OF THIS ESTIMATE 12/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,454,938.03 18,464,704.83 ADJUSTMENT OF COMPENSATION 0.00 865.60 EXTRA WORK 12,379.15 600,182.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,467,317.18 19,065,752.99 48 MOBILIZATION LS 5820,000.0000 5,820,000.00 0.950 5,529,000.00 ORIGINAL CONTRACT AMOUNT 76,522,569.70 TOTAL WORK COMPLETED 1,467,317.18 24,594,752.99 MATERIALS ON HAND ON SITE 1,074,888.95 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,756.82 TOTAL 1,467,317.18 25,655,885.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/18/09 1010 10/05/09 10/05/09 11/26/13 277 81 0 0 32% 36% PROGRESS IS SATISFACTORY BOTROS, SHERIF RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/10