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 12/26/06 EST. NO.20 TIME 09:30 AM R.E. NAME: TANJUAQUIO, ALLAN 07-195904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0048 1,333.19 E.W. @ F.A.(+) 080706 N 279A 0 0066 1,468.19 101306 N 0347 0 0067 883.71 101406 N 0348 0 0068 505.35 101106 N 0351 0 0069 355.45 101206 N 0352 0 0070 772.35 101306 N 0353 0 0071 1,242.58 101306 N 0354 0 0072 479.18 101406 N 0355 0 0073 1,113.43 083106 N 0338 0 0075 252.61 102106 N 0341 0 0076 123.36 102106 N 0358 0 0077 1,625.16 110406 N 0359 0 0078 482.16 111706 N 0360 0 0079 706.45 091106 N 0357 0 008 0063 1,092.95 E.W. @ F.A.(+) 101006 N 0343 0 0064 448.44 101006 N 0350 0 016 0002 42,096.60 E.W. @ L.S.(+) 121906 N 2000 0 025 0026 314.26 E.W. @ F.A.(+) 092606 N 0356 0 0027 67.90 082306 N 0337 0 55,363.32 TOTAL THIS ESTIMATE 861,430.55 TOTAL PREVIOUS ESTIMATE 916,793.87 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 12/26/06 EST. NO.20 TIME 09:30 AM R.E. NAME: TANJUAQUIO, ALLAN 07-195904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICK UP -23,200.00 16 0.00 -23,200.00 LABOR COMPLIANCE VIOLATION JAN & MARCH 06 -10,000.00 12 JAN & MARCH 06 10,000.00 13 APRIL & MAY 06 -10,000.00 14 APRIL & MAY 06 10,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 -23,200.00 PROGRAM CAS145 PAGE 1 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 LOCATION PROGRESS ESTIMATE 07-LA-405-29.5/32.2 ----------------- DIABLO CONTRACTORS INC IN LOS ANGELES COUNTY IN LOS 7 CROW CANYON COURT STE 100 ANGELES FROM 0.1 KM SOUTH OF ROUTE SAN RAMON CA 94583 10 AND 405 SEPARATION TO BURNHAM STREET AND AT SUNSET BOULEVARD FED. AID NO. ACNH-405 -3(54)N ,I-405 -3(54)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 2,960.00 600.500 12,010.00 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 S) 08 TYPE II BARRICADE EA 50.0000 600.00 0.000 0.00 S) 09 TYPE III BARRICADE EA 40.0000 360.00 0.000 0.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,600.00 202.000 6,060.00 S) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 500.0000 1,500.00 3.000 1,500.00 S) 12 TEMPORARY SIGNAL AND LIGHTING (CITY) LS 50,000.0000 50,000.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 50.0000 680,000.00 146.160 7,308.00 7,706.350 385,317.50 S) 14 TEMPORARY CRASH CUSHION MODULE EA 240.0000 43,200.00 304.000 72,960.00 S) 15 REMOVE CHAIN LINK FENCE M 10.0000 1,700.00 187.000 1,870.00 16 REMOVE METAL BEAM GUARD RAILING M 50.0000 42,000.00 135.000 6,750.00 1,135.400 56,770.00 17 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 20,000.00 0.000 0.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,400.00 3,804.000 7,608.00 STRIPE 19 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 16,800.00 8,585.000 8,585.00 20 REMOVE PAVEMENT MARKING M2 60.0000 3,660.00 17.260 1,035.60 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,900.00 3,428.000 6,856.00 22 REMOVE PAVEMENT MARKER EA 1.0000 9,110.00 6,472.000 6,472.00 PROGRAM CAS145 PAGE 2 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 11,000.00 59.000 11,800.00 24 REMOVE SIGN STRUCTURE EA 10,000.0000 160,000.00 10.000 100,000.00 25 REMOVE PIPE M 100.0000 95,000.00 29.000 2,900.00 160.680 16,068.00 26 REMOVE INLET EA 500.0000 17,500.00 4.000 2,000.00 16.000 8,000.00 27 REMOVE BASE AND SURFACING M3 60.0000 13,800.00 225.000 13,500.00 28 REMOVE CONCRETE DECK SURFACE M2 1,000.0000 7,000.00 38.000 38,000.00 29 RECONSTRUCT CHAIN LINK FENCE M 30.0000 14,100.00 328.000 9,840.00 S) 30 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 7,200.00 27.000 1,620.00 S) (WOOD POST) 31 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0.00 32 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000.00 33 MODIFY INLET EA 1,000.0000 3,000.00 3.000 3,000.00 34 REMOVE CONCRETE (STRUCTURE) M3 300.0000 1,800.00 5.130 1,539.00 35 REMOVE CONCRETE CURB AND SIDEWALK M 30.0000 139,200.00 67.000 2,010.00 4,500.030 135,000.90 36 REMOVE CONCRETE BARRIER M 60.0000 241,200.00 410.000 24,600.00 37 PREPARE CONCRETE BRIDGE DECK SURFACE M2 10.0000 830.00 0.000 0.00 38 CAP INLET EA 500.0000 9,000.00 2.000 1,000.00 11.000 5,500.00 39 REMOVE CRASH CUSHION EA 500.0000 500.00 1.000 500.00 40 BRIDGE REMOVAL, RETAINING WALL NO. 165 LS 140,000.0000 140,000.00 1.000 140,000.00 41 BRIDGE REMOVAL, RETAINING WALL NO. 113 LS 50,000.0000 50,000.00 1.000 50,000.00 42 BRIDGE REMOVAL, RETAINING WALL NO. 157 LS 50,000.0000 50,000.00 1.000 50,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 44 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000.00 45 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION D LS 40,000.0000 40,000.00 1.000 40,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION E LS 40,000.0000 40,000.00 1.000 40,000.00 48 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,000.0000 30,000.00 1.000 30,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION G LS 30,000.0000 30,000.00 1.000 30,000.00 PROGRAM CAS145 PAGE 3 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 135,000.0000 135,000.00 0.950 128,250.00 51 ROADWAY EXCAVATION M3 40.0000 972,000.00 999.600 39,984.00 19,576.730 783,069.20 52 ROADWAY EXCAVATION (TYPE Y) M3 20.0000 326,000.00 15,373.000 307,460.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 167,550.00 -30.000 -4,500.00 1,117.000 167,550.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 357,900.00 96.000 14,400.00 2,386.000 357,900.00 F) 56 STRUCTURE EXCAVATION (TYPE Y) M3 150.0000 407,700.00 137.000 20,550.00 2,718.000 407,700.00 F) (AERIALLY DEPOSITED LEAD) 57 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 164,700.00 150.400 9,024.00 2,411.400 144,684.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 278,220.00 4,173.000 250,380.00 F) 59 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 S) 60 FIBER (EROSION CONTROL) KG 4.0000 3,240.00 0.000 0.00 S) 61 PURE LIVE SEED (EROSION CONTROL) KG 400.0000 20,400.00 0.000 0.00 S) 62 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 30.0000 10,500.00 0.000 0.00 S) 63 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.000 0.00 S) 64 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.077 15,400.00 0.121 24,200.00 S) 65 NPS 2 SUPPLY LINE (BRIDGE) M 200.0000 11,600.00 33.000 6,600.00 33.000 6,600.00 F) 66 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 12,400.00 0.000 0.00 F) 67 NPS 3 ELECTRICAL CONDUIT (BRIDGE) M 100.0000 6,200.00 62.000 6,200.00 62.000 6,200.00 68 NPS 2 ELECTRICAL CONDUIT (BRIDGE) M 100.0000 3,300.00 0.000 0.00 69 WATER METER EA 5,000.0000 5,000.00 0.000 0.00 S) 70 200 MM CORRUGATED HIGH DENSITY M 60.0000 9,600.00 60.000 3,600.00 85.000 5,100.00 S) POLYETHYLENE PIPE CONDUIT 71 EXTEND 200 MM CONDUIT M 100.0000 500.00 0.000 0.00 S) 72 EXTEND 250 MM CONDUIT M 100.0000 500.00 4.000 400.00 S) 73 AGGREGATE BASE (APPROACH SLAB) M3 60.0000 720.00 3.000 180.00 74 CLASS 3 AGGREGATE BASE M3 60.0000 530,400.00 561.300 33,678.00 6,213.900 372,834.00 75 LEAN CONCRETE BASE M3 160.0000 857,600.00 131.916 21,106.56 3,439.266 550,282.56 76 ASPHALT CONCRETE (BRIDGE) TONN 200.0000 9,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE (TYPE B) TONN 60.0000 870,000.00 1,608.690 96,521.40 9,689.780 581,386.80 78 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 1,800.00 0.000 0.00 AREA) 79 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 11,100.00 74.000 740.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,300.00 132.000 1,320.00 81 CONCRETE PAVEMENT M3 230.0000 2,093,000.00 36.400 8,372.00 5,244.796 1,206,303.08 82 CONCRETE PAVEMENT (RAMP TERMINI) M3 200.0000 32,000.00 160.000 32,000.00 83 SEAL PAVEMENT JOINT M 7.0000 35,350.00 3,806.200 26,643.40 84 SEAL LONGITUDINAL ISOLATION JOINT M 10.0000 85,400.00 1,715.410 17,154.10 85 PROFILE GRINDING FOR CONCRETE PAVEMENT M 30.0000 169,800.00 1,066.200 31,986.00 S) 86 MICROPILE EA 5,000.0000 110,000.00 23.000 115,000.00 S) 87 PILE LOAD TEST EA 20,000.0000 40,000.00 1.000 20,000.00 S) 88 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 132,000.00 402.900 60,435.00 S) PILING 89 FURNISH PILING (CLASS 625) M 80.0000 130,560.00 2,393.487 191,478.96 90 DRIVE PILE (CLASS 625) EA 1,500.0000 187,500.00 174.000 261,000.00 S) 91 FURNISH PILING (CLASS 625C) M 80.0000 35,920.00 478.000 38,240.00 92 DRIVE PILE (CLASS 625C) EA 1,500.0000 54,000.00 36.000 54,000.00 S) 93 FURNISH PILING (CLASS 400C) M 70.0000 20,860.00 378.000 26,460.00 94 DRIVE PILE (CLASS 400C) EA 1,200.0000 28,800.00 28.000 33,600.00 S) 95 FURNISH PILING (CLASS 400) M 70.0000 57,470.00 846.383 59,246.81 96 DRIVE PILE (CLASS 400) EA 1,200.0000 81,600.00 88.000 105,600.00 S) 97 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 448,700.00 3,960.200 396,020.00 S) PILING (SOUND WALL) 98 TIEBACK ANCHOR EA 5,000.0000 60,000.00 6.000 30,000.00 S) 99 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 154,800.00 401.540 160,616.00 F) 00 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 1,810,000.00 10.000 10,000.00 1,730.230 1,730,230.00 F) 01 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 1,126,300.00 1,663.134 1,164,193.80 F) 02 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 127,500.00 41.000 20,500.00 F) (TYPE N) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 520.0000 89,960.00 39.000 20,280.00 F) (TYPE R) PROGRAM CAS145 PAGE 5 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 276,000.00 27.490 32,988.00 95.640 114,768.00 F) 05 MINOR CONCRETE (PIPE ENCASEMENT) M3 150.0000 600.00 0.000 0.00 06 MINOR CONCRETE (SOUND WALL) M3 1,100.0000 60,500.00 40.000 44,000.00 F) 07 PAVING NOTCH EXTENSION M3 4,000.0000 7,600.00 0.650 2,600.00 08 FRACTURED RIB TEXTURE M2 80.0000 17,120.00 214.000 17,120.00 F) 09 FRACTURED RIB TEXTURE AND V-NOTCH M2 90.0000 213,120.00 2,357.000 212,130.00 F) 10 DRILL AND BOND DOWEL M 70.0000 48,370.00 861.750 60,322.50 11 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 100.0000 6,000.00 60.000 6,000.00 12 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 189,000.00 21.000 189,000.00 GIRDER (20 M - 25 M) 13 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 20,000.00 2.000 20,000.00 GIRDER (30 M - 35 M) 14 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 90,000.00 3.000 90,000.00 GIRDER (35 M - 40 M) 15 FURNISH PRECAST PRESTRESSED CONCRETE M2 300.0000 48,900.00 163.000 48,900.00 SLAB (TYPE SIV) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 78,000.00 26.000 78,000.00 S) GIRDER 17 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,000.0000 11,000.00 11.000 11,000.00 S) UNIT 18 REFINISH BRIDGE DECK M2 100.0000 7,500.00 42.000 4,200.00 59.000 5,900.00 19 FURNISH POLYESTER CONCRETE OVERLAY M3 2,000.0000 1,200.00 0.000 0.00 20 PLACE POLYESTER CONCRETE OVERLAY M2 700.0000 10,500.00 0.000 0.00 F) 21 SOUND WALL (MASONRY BLOCK) M2 160.0000 637,760.00 833.000 133,280.00 833.000 133,280.00 SF) 22 EXPANSION DAM M3 1,000.0000 2,100.00 0.000 0.00 23 JOINT SEAL (MR 30 MM) M 200.0000 9,000.00 0.000 0.00 S) 24 JOINT SEAL (MR 15 MM) M 170.0000 12,410.00 26.000 4,420.00 S) 25 JOINT SEAL (MR 50 MM) M 200.0000 1,200.00 6.000 1,200.00 S) 26 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 630,940.00 15,700.000 31,400.00 299,623.000 599,246.00 SF) 27 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 201,860.00 4,605.070 9,210.14 99,273.800 198,547.60 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 564,780.00 0.000 0.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 98,530.00 0.000 0.00 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 4,840.00 0.000 0.00 F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 1,936.00 0.000 0.00 F) WITHOUT WALKWAY) 32 760 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 33 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 86,400.00 17.000 20,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 34 1370 MM CAST-IN-DRILLED-HOLE M 1,500.0000 25,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 35 1524 MM CAST-IN-DRILLED-HOLE M 2,000.0000 18,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 36 METAL (BARRIER MOUNTED SIGN) KG 10.0000 13,300.00 0.000 0.00 37 METAL (SOUND WALL MOUNTED SIGN) KG 1.0000 560.00 0.000 0.00 38 ROADSIDE SIGN - ONE POST EA 200.0000 5,400.00 3.000 600.00 39 ROADSIDE SIGN - TWO POST EA 300.0000 2,400.00 0.000 0.00 40 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 2,550.00 1.000 150.00 METHOD) 41 INSTALL BRIDGE OVERLAY (STICKY BACK) M2 200.0000 800.00 0.000 0.00 42 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 8,800.00 0.000 0.00 43 INSTALL ROADSIDE SIGN EA 500.0000 1,500.00 0.000 0.00 (LAMINATED WOOD BOX POST) 44 300 MM PLASTIC PIPE M 120.0000 21,600.00 0.000 0.00 45 375 MM REINFORCED CONCRETE PIPE M 500.0000 2,000.00 0.420 210.00 46 450 MM REINFORCED CONCRETE PIPE M 400.0000 19,200.00 6.100 2,440.00 47 600 MM REINFORCED CONCRETE PIPE M 400.0000 276,000.00 16.600 6,640.00 598.630 239,452.00 48 900 MM REINFORCED CONCRETE PIPE M 500.0000 21,500.00 25.000 12,500.00 49 450 MM SLOTTED CORRUGATED STEEL PIPE M 250.0000 107,500.00 0.000 0.00 (2.01 MM THICK) 50 GRATED LINE DRAIN M 300.0000 13,200.00 0.000 0.00 51 450 MM CORRUGATED STEEL PIPE RISER M 1,000.0000 1,000.00 0.000 0.00 (2.01 MM THICK) 52 ROCK SLOPE PROTECTION M3 200.0000 1,400.00 0.000 0.00 (BACKING NO. 2, METHOD B) 53 ROCK SLOPE PROTECTION FABRIC (TYPE A) M2 5.0000 165.00 0.000 0.00 54 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 335,000.00 38.990 19,495.00 214.900 107,450.00 CONSTRUCTION) 55 MINOR CONCRETE (GUTTER) M 400.0000 75,200.00 56.900 22,760.00 F) 56 MISCELLANEOUS IRON AND STEEL KG 10.0000 216,530.00 114.000 1,140.00 4,487.000 44,870.00 SF) 57 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 5,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 DELINEATOR (CLASS 1) EA 20.0000 1,340.00 0.000 0.00 59 CHAIN LINK RAILING M 50.0000 9,400.00 0.000 0.00 SF) 60 CONCRETE BARRIER (TYPE K) M 90.0000 21,600.00 0.000 0.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 TERMINAL SYSTEM (TYPE ET) EA 1,000.0000 2,000.00 1.000 1,000.00 S) 63 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 7,200.00 2.000 3,600.00 S) 64 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 2.000 1,200.00 S) 65 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 180,000.00 2.000 90,000.00 S) 66 CONCRETE BARRIER (TYPE 60) M 140.0000 77,000.00 0.000 0.00 67 CONCRETE BARRIER (TYPE 60 R) M 1,400.0000 280,000.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 60 W) M 500.0000 1,380,000.00 0.000 0.00 69 MICROPILE M 260.0000 87,360.00 0.000 0.00 F) 70 CONCRETE BARRIER (TYPE 736B) M 370.0000 355,200.00 64.500 23,865.00 832.000 307,840.00 71 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 214,500.00 430.000 94,600.00 F) 72 CONCRETE BARRIER (TYPE 736SV) M 400.0000 418,000.00 727.400 290,960.00 F) 73 THERMOPLASTIC PAVEMENT MARKING M2 2.0000 320.00 219.800 439.60 S) 74 100 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 42,600.00 450.000 900.00 S) TRAFFIC STRIPE (SOLID) 75 200 MM INVERTED PROFILE THERMOPLASTIC M 3.0000 5,820.00 334.700 1,004.10 S) TRAFFIC STRIPE (SOLID) 76 200 MM INVERTED PROFILE THERMOPLASTIC M 3.0000 4,020.00 124.000 372.00 S) TRAFFIC STRIPE (BROKEN 3.66 M - 0.92 M) 77 100 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 620.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 78 100 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 32,600.00 68.230 136.46 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) 79 200 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 2,020.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98M-3.66M) 80 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 40,600.00 29,205.300 29,205.30 S) 81 PAINT PAVEMENT MARKING (2-COAT) M2 50.0000 5,500.00 43.910 2,195.50 S) 82 PAVEMENT MARKER (NON-REFLECTIVE) M 2.0000 18,000.00 3,451.000 6,902.00 S) 83 PAVEMENT MARKER (RETROREFLECTIVE) M 3.0000 19,200.00 1,678.000 5,034.00 S) 84 LIGHTING (CITY) LS 120,000.0000 120,000.00 0.257 30,840.00 S) PROGRAM CAS145 PAGE 8 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 RELOCATE CHANGEABLE MESSAGE SIGN NO.32 LS 30,000.0000 30,000.00 0.300 9,000.00 S) 86 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 16,000.00 0.000 0.00 S) 87 COMMUNICATION CONDUIT (BARRIER) M 200.0000 750,000.00 3,246.000 649,200.00 SF) 88 COMMUNICATION CONDUIT (BRIDGE) M 500.0000 103,000.00 36.000 18,000.00 SF) 89 SPRINKLER CONTROL CONDUIT (BRIDGE) M 350.0000 42,000.00 33.000 11,550.00 33.000 11,550.00 SF) 90 ELECTRIC SERVICE (IRRIGATION) LS 1,000.0000 1,000.00 0.000 0.00 S) 91 MODIFY TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.500 20,000.00 S) 92 TRAFFIC MONITORING STATION NO.2421 LS 50,000.0000 50,000.00 0.000 0.00 S) (KP47.92) 93 RELOCATE CLOSED CIRCUIT TELEVISION LS 20,000.0000 20,000.00 0.240 4,800.00 0.460 9,200.00 S) CAMERA SD307 94 RELOCATE CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 0.500 5,000.00 S) CAMERA SD321 95 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 1000,000.0000 1,000,000.00 0.430 430,000.00 S) 96 MODIFY RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.552 82,800.00 S) 97 MODIFY VIDEO NODE SD301 LS 10,000.0000 10,000.00 0.380 3,800.00 0.380 3,800.00 S) 98 MODIFY DATA NODE SD301 LS 10,000.0000 10,000.00 0.000 0.00 S) 99 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.000 0.00 S) 00 MODIFY SIGNAL AND LIGHTING (CITY) LS 100,000.0000 100,000.00 0.110 11,000.00 0.995 99,500.00 S) 01 MODIFY LIGHTING (CITY) LS 60,000.0000 60,000.00 0.880 52,800.00 S) 02 MODIFY LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.802 264,660.00 S) 03 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 0.000 0.00 S) 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 TRANSITION RAILING (TYPE WB) EA 5,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 12/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-195904 TIME 09:30 AM ESTIMATE NO. 20 BID OPENING 02/03/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: TANJUAQUIO, ALLAN DATE OF THIS ESTIMATE 12/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 596,272.10 19,698,740.77 ADJUSTMENT OF COMPENSATION 0.00 141,732.10 EXTRA WORK 55,363.32 775,061.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 651,635.42 20,615,534.64 06 MOBILIZATION LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 31,934,841.00 TOTAL WORK COMPLETED 651,635.42 23,615,534.64 MATERIALS ON HAND ON SITE 170,432.94 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -23,200.00 TOTAL 651,635.42 23,762,767.58 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/26/05 420 05/11/05 05/11/05 06/09/07 469 72 19 0 70% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING TIME EXTENSION TANJUAQUIO, ALLAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 12/26/06