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 02/25/04 EST. NO.19 TIME 09:46 AM R.E. NAME: MALACALZA, GEORGE 07-104954 --------------------------------------------------------------------------- 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 0308 386.45 E.W. @ F.A.(+) 011704 N 0526.0 0309 431.16 011804 N 0527.0 0310 386.45 011904 N 0528.0 0311 386.45 012004 N 0529.0 0312 386.45 012104 N 0530.0 0313 386.45 012204 N 0531.0 0314 386.45 012304 N 0532.0 0315 237.81 011204 N 0533.0 0316 165.58 011304 N 0534.0 0317 165.58 011404 N 0535.0 0318 165.58 011504 N 0536.0 0319 165.58 011604 N 0537.0 0320 165.58 011704 N 0538.0 0321 165.58 011804 N 0539.0 0322 165.58 011904 N 0540.0 0323 165.58 012004 N 0541.0 0324 165.58 012104 N 0542.0 0325 165.58 012204 N 0543.0 0326 237.81 012304 N 0544.0 0327 86.00 010504 N 0545.0 0329 491.05 110503 N 0552.0 0330 2,716.38 102103 N 0554.0 0331 258.46 122203 N 0497.0 0332 347.03 123103 N 0498.0 0333 431.16 010104 N 0510.0 0334 386.45 010204 N 0511.0 0335 386.45 010304 N 0512.0 0336 431.16 010404 N 0513.0 0337 386.45 010504 N 0514.0 0338 386.45 010604 N 0515.0 0339 386.45 010704 N 0516.0 0340 386.45 010804 N 0517.0 0341 386.45 010904 N 0518.0 0342 386.45 011004 N 0519.0 0343 431.16 011104 N 0520.0 0344 386.45 011204 N 0521.0 0345 386.45 011304 N 0522.0 0346 386.45 011404 N 0523.0 0347 386.45 011504 N 0524.0 0348 386.45 011604 N 0525.0 0349 252.73 112603 N 0455.0 0351 1,328.33 091803 N 0436.0 0352 509.98 120803 N 0453.0 0353 173.86 112603 N 0557.0 0354 335.01 112603 N 0561.0 0355 198.94 120203 N 0555.0 0356 444.22 123103 N 460.10 004 0036 1,230.85 E.W. @ F.A.(+) 092403 N 0427.0 0039 368.73 103103 N 0553.0 0040 805.73 120403 N 0500.0 0041 785.80 121802 N 0501.0 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 02/25/04 EST. NO.19 TIME 09:46 AM R.E. NAME: MALACALZA, GEORGE 07-104954 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0042 434.81 100103 N 0445.0 0043 724.68 103103 N 0446.0 0044 86.00 120403 N 0454.0 0045 166.14 111403 N 0556.0 007 0010 1,885.07 E.W. @ F.A.(+) 122903 N 0562.0 010 0016 180.19 E.W. @ F.A.(+) 010204 N 0546.0 0017 205.15 100703 N 0438.0 011 0231 405.75 E.W. @ F.A.(+) 011204 N 0548.0 0232 1,153.07 010904 N 0549.0 0233 2,351.11 101303 N 0418.0 0234 2,040.04 091003 N 0434.0 0235 138.89 112503 N 0558.0 0236 660.67 112103 N 0559.0 0237 1,743.71 092903 N 0560.0 013 0011 8,960.00 E.W. @ U.P (+) 021904 N 011 0 0012 13,600.00 021904 N 012 0 0013 1,750.00 021904 N 013 0 0014 5,200.00 021904 N 014 0 0015 15,000.00 021904 N 015 0 0016 17,680.00 021904 N 016 0 0017 24,450.00 021904 N 017 0 0018 5,600.00 021904 N 018 0 0019 5,000.00 021904 N 019 0 0020 87,200.00 021904 N 020 0 0020-1 -87,200.00 021904 N 020 0 DAO CORRECTING ENTRY 0020-2 38,400.00 021904 N 020 0 DAO CORRECTING ENTRY 0021 1,500.00 021904 N 021 0 0022 500.00 021904 N 022 0 0023 60,426.60 021904 N 023 0 0024 25,500.00 021904 N 024 0 0025 18,000.00 021904 N 025 0 0026 4,500.00 021904 N 026 0 0027 23,056.80 021904 N 027 0 0028 14,257.60 021904 N 028 0 0029 15,000.00 021904 N 029 0 0030 18,000.00 021904 N 030 0 016 0003 -27,702.14 A.C. @ U.P.(-) 021804 N 0003 0 018 0001 193.58 E.W. @ F.A.(+) 100603 N 0551.0 0002 263.57 081503 N 963830 028 0004 1,909.04 E.W. @ F.A.(+) 102303 N 0442.0 0005 2,467.82 102203 N 550.10 032 0001 26,162.50 E.W. @ L.S.(+) 022204 N 0001 0 033 0001 2,140.00 E.W. @ L.S.(+) 021804 N 001 0 355,522.36 TOTAL THIS ESTIMATE 753,871.93 TOTAL PREVIOUS ESTIMATE 1,109,394.29 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 02/25/04 EST. NO.19 TIME 09:46 AM R.E. NAME: MALACALZA, GEORGE 07-104954 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE CLOSURE -15,000.00 05 SUB-STANDARD CONCRET -1,300.00 10 OUT STATE INSP-PILE -5,000.00 12 OUT STATE INSP-ELECT -5,000.00 19 -5,000.00 -26,300.00 LABOR COMPLIANCE VIOLATION VAR PAYROLLS I -10,000.00 02 VAR PAYROLLS 10,000.00 03 FOUNDATION -10,000.00 07 FOUNDATION 10,000.00 10 MARTINEZ -10,000.00 10 AM & STERNDAHL -10,000.00 11 MARTINEZ 10,000.00 11 PAYROLLS JUNE -10,000.00 12 AM & STERNDAHL 10,000.00 13 PAYROLLS JUNE 10,000.00 13 MOORE -10,000.00 14 MOORE 10,000.00 15 PAYROLLS AUG -10,000.00 15 OCTOBER PAYROLL -10,000.00 16 OCTOBER PAYROLL 10,000.00 17 PAYROLLS AUG 10,000.00 17 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 050 -5,000.00 02 OVERBID ITEM NO. 050 -2,500.00 03 OVERBID ITEM NO. 050 -5,000.00 07 OVERBID ITEM NO. 050 -2,500.00 08 OVERBID ITEM NO. 050 -5,000.00 11 OVERBID ITEM NO. 050 -1,250.00 13 OVERBID ITEM NO. 050 -1,250.00 14 OVERBID ITEM NO. 050 -1,250.00 15 OVERBID ITEM NO. 053 -2,000.00 02 0.00 -25,750.00 TOTAL DEDUCTIONS -5,000.00 -52,050.00 PROGRAM CAS145 PAGE 1 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 LOCATION PROGRESS ESTIMATE 07-VEN-101-12.8/14.2 ----------------- SECURITY PAVING COMPANY INC. IN VENTURA COUNTY IN CAMARILLO AT P.O. BOX 1489 VARIOUS LOCATIONS SUN VALLEY, CA 91353-1488 FED. AID NO. ACNH-P101(996)E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.750 9,375.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 600,000.00 20.000 24,000.00 359.000 430,800.00 03 TEMPORARY FENCE M 23.0000 2,990.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.850 4,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 0.020 5,000.00 0.570 142,500.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.850 17,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.040 6,600.00 0.720 118,800.00 S) 08 TYPE III BARRICADE EA 80.0000 5,520.00 6.000 480.00 47.000 3,760.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 23,310.00 370.640 259.45 30,188.170 21,131.72 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 13,650.00 19.000 665.00 446.000 15,610.00 S) 11 TEMPORARY RAILING (TYPE K) M 42.0000 292,740.00 457.000 19,194.00 6,642.000 278,964.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 210.0000 94,500.00 8.000 1,680.00 519.000 108,990.00 S) 13 ABANDON CULVERT M 35.0000 5,250.00 56.000 1,960.00 14 OBLITERATE SURFACING M2 2.5000 3,975.00 1,589.000 3,972.50 15 REMOVE CHAIN LINK FENCE M 8.0000 9,040.00 1,285.000 10,280.00 S) 16 REMOVE METAL BEAM GUARD RAILING M 18.0000 3,960.00 30.500 549.00 392.400 7,063.20 S) 17 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 1.000 200.00 18 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.1500 24,295.00 6,816.580 14,655.65 19 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.1500 5,805.00 420.550 904.18 S) STRIPE 20 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 21.4000 791.80 0.000 0.00 S) MARKING 21 REMOVE PAINTED TRAFFIC STRIPE M 1.7500 21,000.00 9,584.720 16,773.26 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.7500 1,225.00 373.380 653.42 1,847.800 3,233.65 S) PROGRAM CAS145 PAGE 2 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 18.2000 5,460.00 142.430 2,592.23 S) 24 TEST YELLOW TRAFFIC STRIPES AND YELLOW LS 3,200.0000 3,200.00 0.500 1,600.00 S) PAVEMENT MARKINGS 25 REMOVE PAVEMENT MARKER EA 1.0700 2,931.80 2,189.000 2,342.23 S) 26 REMOVE ROADSIDE SIGN (ONE POST) EA 110.0000 10,230.00 6.000 660.00 30.000 3,300.00 S) 27 REMOVE ROADSIDE SIGN (TWO POST) EA 130.0000 2,990.00 3.000 390.00 11.000 1,430.00 S) 28 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 1.000 3,500.00 S) 29 REMOVE CURB M 7.0000 9,100.00 316.000 2,212.00 1,026.000 7,182.00 30 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 0.000 0.00 31 REMOVE PIPE M 35.0000 4,900.00 55.200 1,932.00 32 REMOVE INLET EA 750.0000 7,500.00 1.000 750.00 3.000 2,250.00 33 REMOVE SEWER MANHOLE EA 1,000.0000 4,000.00 4.000 4,000.00 S) 34 REMOVE WALL M 40.0000 8,000.00 103.000 4,120.00 35 REMOVE SEWER PIPE M 30.0000 6,600.00 187.500 5,625.00 187.500 5,625.00 S) 36 REMOVE BASE AND SURFACING M3 18.0000 19,260.00 1,074.000 19,332.00 37 ADJUST INLET EA 1,250.0000 17,500.00 0.000 0.00 38 ADJUST MANHOLE TO GRADE EA 390.0000 3,900.00 3.000 1,170.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1500 7,138.00 950.000 2,042.50 S) (60 MM MAXIMUM) 40 REMOVE CONCRETE M3 40.0000 6,800.00 32.900 1,316.00 229.200 9,168.00 41 REMOVE CONCRETE BARRIER (TYPE K) M 11.0000 2,750.00 0.000 0.00 42 CLEAN BRIDGE DECK M2 5.3500 35,631.00 0.000 0.00 43 ACCESS OPENING, SOFFIT EA 1,500.0000 6,000.00 0.000 0.00 44 CAP INLET EA 900.0000 3,600.00 1.000 900.00 2.000 1,800.00 45 REMOVE CRASH CUSHION (SAND FILLED) EA 650.0000 650.00 0.000 0.00 46 BRIDGE REMOVAL, LOCATION A LS 30,000.0000 30,000.00 0.200 6,000.00 47 BRIDGE REMOVAL, LOCATION B LS 80,000.0000 80,000.00 1.000 80,000.00 48 BRIDGE REMOVAL, LOCATION C LS 80,000.0000 80,000.00 1.000 80,000.00 49 BRIDGE REMOVAL (PORTION) LS 41,000.0000 41,000.00 0.350 14,350.00 PROGRAM CAS145 PAGE 3 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.950 38,000.00 51 ROADWAY EXCAVATION M3 11.2500 799,875.00 4,000.000 45,000.00 42,000.000 472,500.00 52 ROADWAY EXCAVATION (TYPE Y) M3 24.0000 26,400.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 37.0000 52,059.00 1,082.000 40,034.00 F) 55 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 109,050.00 1,166.000 17,490.00 6,315.000 94,725.00 F) 56 STRUCTURE EXCAVATION (TYPE Z-1) M3 300.0000 3,900.00 13.000 3,900.00 F) (AERIALLY DEPOSITED LEAD) 57 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 58,590.00 637.000 44,590.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 176,575.00 69.000 2,415.00 3,231.000 113,085.00 F) 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 70.0000 31,150.00 0.200 14.00 292.700 20,489.00 F) WALL) 60 SAND BACKFILL M3 80.0000 4,720.00 0.000 0.00 61 DITCH EXCAVATION M3 25.0000 1,400.00 0.000 0.00 62 SUBGRADE ENHANCEMENT FABRIC M2 2.0000 44,000.00 1,562.110 3,124.22 20,917.050 41,834.10 63 HIGH MODULUS GEOGRID M2 5.0000 3,450.00 428.180 2,140.90 64 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.100 13,500.00 S) 65 STRAW (EROSION CONTROL) TONN 214.0000 342.40 0.000 0.00 S) 66 FIBER (EROSION CONTROL) KG 0.5500 209.00 0.000 0.00 S) 67 COMPOST (EROSION CONTROL) KG 0.5500 830.50 0.000 0.00 S) 68 PURE LIVE SEED (EROSION CONTROL) KG 235.0000 2,115.00 0.000 0.00 S) 69 STABILIZING EMULSION (EROSION CONTROL) KG 1.6000 121.60 0.000 0.00 S) 70 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0.00 S) 71 IRRIGATION SYSTEM LS 247,000.0000 247,000.00 0.150 37,050.00 S) 72 RELOCATE WATER METER EA 1,925.0000 5,775.00 0.000 0.00 S) 73 100 MM ALTERNATIVE CONDUIT M 150.0000 1,200.00 0.000 0.00 74 200 MM ALTERNATIVE CONDUIT M 170.0000 5,950.00 33.500 5,695.00 75 200 MM WELDED STEEL PIPE CONDUIT M 205.0000 5,125.00 0.000 0.00 S) (6.35 MM THICK) 76 CLASS 4 AGGREGATE SUBBASE M3 23.8000 232,764.00 109.430 2,604.43 7,533.780 179,303.96 PROGRAM CAS145 PAGE 4 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 25.7500 168,662.50 265.040 6,824.78 5,544.760 142,777.57 78 CLASS 3 AGGREGATE BASE M3 28.5500 156,739.50 2,211.630 63,142.04 79 LEAN CONCRETE BASE M3 120.0000 434,400.00 1,564.450 187,734.00 80 ASPHALT CONCRETE (TYPE B) TONN 84.6000 1,116,720.00 7,214.890 610,379.69 81 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 2,905.00 0.000 0.00 82 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 0.000 0.00 83 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 2,275.00 0.000 0.00 84 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 360.00 0.000 0.00 85 CONCRETE PAVEMENT M3 150.0000 636,000.00 2,081.480 312,222.00 86 CONCRETE PAVEMENT (RAMP TERMINI) M3 160.0000 67,200.00 230.000 36,800.00 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 141.0000 73,320.00 520.000 73,320.00 S) PILING 88 1.68 M CAST-IN-DRILLED-HOLE CONCRETE M 2,040.0000 175,440.00 86.000 175,440.00 S) PILING 89 FURNISH PILING (CLASS 900) M 80.0000 352,560.00 3,402.000 272,160.00 (ALTERNATIVE W) 90 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 840.0000 272,160.00 252.000 211,680.00 S) 91 FURNISH PILING (CLASS 625) M 64.0000 123,840.00 1,814.000 116,096.00 (ALTERNATIVE W) 92 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 850.0000 127,500.00 143.000 121,550.00 S) 93 FURNISH PILING (CLASS 400) M 32.0000 13,152.00 401.000 12,832.00 94 DRIVE PILE (CLASS 400) EA 1,120.0000 43,680.00 39.000 43,680.00 S) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 64,750.0000 64,750.00 0.871 56,397.25 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 320.0000 163,840.00 441.600 141,312.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 1,630,000.00 135.000 67,500.00 1,704.600 852,300.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 365.0000 825,265.00 68.000 24,820.00 1,457.000 531,805.00 F) 99 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 18,500.00 37.000 18,500.00 F) (TYPE EQ) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 49,000.00 0.000 0.00 F) (TYPE N) 01 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 126,000.00 0.000 0.00 (TYPE R) 02 CLASS 2 CONCRETE (STRUCTURE) M3 620.0000 244,280.00 349.170 216,485.40 03 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 182,000.00 6.700 8,710.00 116.820 151,866.00 F) PROGRAM CAS145 PAGE 5 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (ENTRY COLUMN) EA 1,300.0000 13,000.00 10.000 13,000.00 F) 05 FORMED RELIEF TEXTURE M2 125.0000 5,750.00 0.000 0.00 F) 06 DRILL AND BOND DOWEL M 35.0000 22,050.00 3.200 112.00 07 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 72,000.00 0.000 0.00 GIRDER (20 M - 25 M) 08 ERECT PRECAST PRESTRESSED CONCRETE EA 2,200.0000 17,600.00 0.000 0.00 S) GIRDER 09 CORE CONCRETE (0 - 50 MM) M 118.0000 5,428.00 0.000 0.00 S) 10 SOUND WALL (RETAINING WALL) M2 131.0000 26,200.00 0.000 0.00 SF)(MASONRY BLOCK) 11 SOUND WALL (MASONRY BLOCK) M2 227.0000 61,744.00 0.000 0.00 SF) 12 JOINT SEAL (MR 50 MM) M 215.0000 62,350.00 50.000 10,750.00 S) 13 BAR REINFORCING STEEL KG 1.1000 62,805.60 56,116.000 61,727.60 SF) 14 BAR REINFORCING STEEL (BRIDGE) KG 1.0700 673,886.00 24,840.000 26,578.80 382,027.550 408,769.48 SF) 15 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1200 182,555.52 28,500.000 31,920.00 132,446.000 148,339.52 F) 16 TREAT BRIDGE DECK M2 4.3000 28,612.20 0.000 0.00 F) 17 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 42,560.00 0.000 0.00 18 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.2000 13,984.00 0.000 0.00 WITH WALKWAY) 19 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 7.9000 12,008.00 0.000 0.00 S) WITH WALKWAY) 20 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 110,348.00 0.000 0.00 F) 21 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 9,233.20 0.000 0.00 SF) 22 760 MM CAST-IN-DRILLED-HOLE M 850.0000 6,800.00 4.000 3,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 23 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 6,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 24 ROADSIDE SIGN (WOOD POST) - ONE POST EA 175.0000 12,775.00 0.000 0.00 25 ROADSIDE SIGN (METAL POST) - ONE POST EA 210.0000 7,140.00 0.000 0.00 26 ROADSIDE SIGN (METAL POST) - TWO POST EA 350.0000 700.00 0.000 0.00 27 ROADSIDE SIGN (METAL POST) - TWO POST EA 300.0000 8,400.00 0.000 0.00 28 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 5,940.00 0.000 0.00 METHOD) 29 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 1,600.00 0.000 0.00 30 375 MM REINFORCED CONCRETE PIPE M 280.0000 21,280.00 23.800 6,664.00 PROGRAM CAS145 PAGE 6 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 450 MM REINFORCED CONCRETE PIPE M 310.0000 37,200.00 19.600 6,076.00 159.300 49,383.00 32 600 MM REINFORCED CONCRETE PIPE M 310.0000 52,700.00 180.550 55,970.50 33 675 MM REINFORCED CONCRETE PIPE M 310.0000 17,050.00 61.040 18,922.40 34 900 MM REINFORCED CONCRETE PIPE M 390.0000 70,200.00 117.800 45,942.00 35 1050 MM REINFORCED CONCRETE PIPE M 480.0000 6,720.00 0.000 0.00 36 1200 MM REINFORCED CONCRETE PIPE M 445.0000 10,680.00 23.200 10,324.00 37 375 MM CORRUGATED STEEL PIPE M 1,000.0000 700.00 0.000 0.00 (2.01 MM THICK) 38 450 MM CORRUGATED STEEL PIPE M 420.0000 10,080.00 20.000 8,400.00 (2.01 MM THICK) 39 450 MM SLOTTED CORRUGATED STEEL PIPE M 570.0000 3,420.00 0.000 0.00 (2.01 MM THICK) 40 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.5000 39,780.00 457.500 11,666.25 41 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 12,000.00 70.000 3,500.00 42 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 405.0000 14,175.00 9.000 3,645.00 (2.01 MM THICK) 43 GRATED LINE DRAIN M 225.0000 47,250.00 0.000 0.00 44 450 MM CORRUGATED STEEL PIPE RISER M 800.0000 1,600.00 0.000 0.00 (4.27 MM THICK) 45 610 MM WELDED STEEL PIPE CASING M 200.0000 7,200.00 36.000 7,200.00 (BRIDGE) 46 450 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 0.000 0.00 47 600 MM CONCRETE FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 48 900 MM PRECAST CONCRETE PIPE MANHOLE M 600.0000 1,800.00 1.830 1,098.00 49 1200 MM PRECAST CONCRETE PIPE MANHOLE M 850.0000 1,275.00 0.000 0.00 50 200 MM VITRIFIED CLAY PIPE M 245.0000 22,050.00 90.000 22,050.00 S) 51 SEWER MANHOLE FRAME AND COVER EA 400.0000 1,600.00 4.000 1,600.00 S) 52 SEWER MANHOLE EA 3,500.0000 14,000.00 4.000 14,000.00 S) 53 MINOR CONCRETE (BACKFILL) M3 130.0000 3,510.00 0.000 0.00 54 ROCK SLOPE PROTECTION M3 175.0000 4,550.00 0.000 0.00 (FACING, METHOD B) 55 SLOPE PAVING (CONCRETE) M3 320.0000 20,480.00 0.000 0.00 F) 56 MINOR CONCRETE (CURB) M3 520.0000 26,000.00 32.940 17,128.80 57 MINOR CONCRETE (MISCELLANEOUS M3 455.0000 3,185.00 4.700 2,138.50 CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MINOR CONCRETE (CURB AND GUTTER) M3 325.0000 58,500.00 13.390 4,351.75 221.770 72,075.25 59 MINOR CONCRETE (SIDEWALK) M3 320.0000 102,400.00 135.640 43,404.80 60 MISCELLANEOUS IRON AND STEEL KG 2.5000 37,765.00 470.000 1,175.00 9,440.100 23,600.25 SF) 61 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 19,368.00 348.000 2,088.00 SF) 62 MISCELLANEOUS METAL KG 13.0000 11,960.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 63 MISCELLANEOUS METAL (RESTRAINER BAR) KG 7.7500 37,432.50 1,209.000 9,369.75 SF) 64 CHAIN LINK FENCE (TYPE CL-1.8) M 58.0000 32,480.00 0.000 0.00 S) 65 VINYL COATED CHAIN LINK FENCE M 225.0000 8,100.00 0.000 0.00 S) (TYPE CL - 3.1) 66 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 845.0000 3,380.00 0.000 0.00 S) 67 DELINEATOR (CLASS 1) EA 35.0000 1,365.00 0.000 0.00 68 OBJECT MARKER EA 75.0000 1,425.00 0.000 0.00 69 METAL BEAM GUARD RAILING (WOOD POST) M 77.0000 27,720.00 0.000 0.00 S) 70 WROUGHT IRON RAILING M 1,114.0000 43,446.00 0.000 0.00 S) 71 CHAIN LINK RAILING (TYPE 7) M 144.0000 28,656.00 0.000 0.00 SF) 72 CHAIN LINK RAILING (TYPE 7L) M 284.0000 163,584.00 0.000 0.00 SF) 73 IRON RAILING M 965.0000 123,520.00 0.000 0.00 SF) 74 TUBULAR HANDRAILING M 222.0000 10,656.00 0.000 0.00 SF) 75 CONCRETE BARRIER (TYPE 25) M 115.0000 42,665.00 0.000 0.00 F) 76 CONCRETE BARRIER (TYPE 26) M 270.0000 3,780.00 0.000 0.00 77 CONCRETE BARRIER (TYPE 26A) M 270.0000 12,960.00 48.000 12,960.00 F) 78 CONCRETE BARRIER (TYPE 26 MODIFIED) M 455.0000 76,440.00 168.000 76,440.00 F) 79 CONCRETE BARRIER (TYPE 50D) M 102.0000 43,860.00 0.000 0.00 80 CABLE RAILING M 46.0000 12,466.00 0.000 0.00 SF) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,035.0000 8,140.00 0.000 0.00 S) 82 TERMINAL SYSTEM (TYPE CAT) EA 5,885.0000 23,540.00 0.000 0.00 S) 83 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 480.0000 1,920.00 0.000 0.00 S) 84 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 350.0000 1,050.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 245.0000 12,495.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60D) M 400.0000 32,000.00 0.000 0.00 87 CONCRETE BARRIER (TYPE 60S) M 300.0000 4,500.00 21.300 6,390.00 88 CONCRETE BARRIER (TYPE 60SE) M 400.0000 18,000.00 45.720 18,288.00 89 THERMOPLASTIC PAVEMENT MARKING M2 30.5000 21,960.00 98.240 2,996.32 S) 90 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 15,301.00 618.130 661.40 S) 91 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1500 537.50 240.480 517.03 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9500 9,646.50 251.760 742.69 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9500 2,596.00 28.040 82.72 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 150.40 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 4,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 96 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 1,651.20 146.910 94.02 S) (BROKEN 5.18 M - 2.14 M) 97 PAINTED STALL LINES AND PAVEMENT M 3.2000 3,072.00 0.000 0.00 S) MARKINGS 98 PAINT PAVEMENT MARKING (2-COAT) M2 17.3000 674.70 142.970 2,473.38 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 2,296.00 0.000 0.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3000 14,620.00 878.000 3,775.40 S) 01 TWO SIZE 103 COMMUNICATION CONDUIT M 248.0000 21,080.00 0.000 0.00 S) (TRENCH IN PAVEMENT) 02 SIGNAL AND LIGHTING (LOCATION 1) LS 78,500.0000 78,500.00 0.605 47,492.50 S) 03 SIGNAL AND LIGHTING (LOCATION 2) LS 133,800.0000 133,800.00 0.000 0.00 S) 04 MODIFY SIGNAL AND LIGHTING LS 81,000.0000 81,000.00 0.755 61,155.00 S) (CITY STREET LOCATION 1) 05 SIGNAL AND LIGHTING LS 97,450.0000 97,450.00 0.250 24,362.50 S) (CITY STREET LOCATION 2) 06 PEDESTRIAN OVERHEAD LIGHTING LS 112,600.0000 112,600.00 0.000 0.00 S) 07 LIGHTING (CITY PARKING LOT) LS 26,000.0000 26,000.00 0.000 0.00 S) 08 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 5,535.0000 38,745.00 0.000 0.00 S) 09 SIZE 32 INNERDUCT M 4.9500 2,598.75 0.000 0.00 S) 10 COMMUNICATION CONDUIT M 188.0000 28,200.00 140.000 26,320.00 140.000 26,320.00 S) (PLACED IN BOX GIRDER) 11 COMMUNICATION CONDUIT M 445.0000 11,125.00 0.000 0.00 S) (SUSPENDED FROM BRIDGE) PROGRAM CAS145 PAGE 9 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 ELECTRIC SERVICE (IRRIGATION) LS 15,200.0000 15,200.00 0.145 2,204.00 S) 13 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 26,850.0000 26,850.00 0.000 0.00 S) STATION 14 RAMP METERING SYSTEM (LOCATION 1) LS 33,600.0000 33,600.00 0.070 2,352.00 S) 15 RAMP METERING SYSTEM (LOCATION 2) LS 41,100.0000 41,100.00 0.000 0.00 S) 16 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 12,500.0000 12,500.00 0.610 7,625.00 S) 17 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 12,500.0000 12,500.00 0.075 937.50 0.750 9,375.00 S) 18 MODIFY LIGHTING AND SIGN ILLUMINATION LS 144,100.0000 144,100.00 0.255 36,745.50 S) 19 AUTOMATIC VEHICLE CLASSIFIERS, LS 27,200.0000 27,200.00 0.000 0.00 S) PIEZO-ELECTRIC AXLE SENSOR UNITS AND EPOXY SEALANT FOR PIEZO AXLE SENSOR 20 COMMUNICATION PULL BOX EA 1,000.0000 2,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 02/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-104954 TIME 09:46 AM ESTIMATE NO. 19 BID OPENING 06/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: MALACALZA, GEORGE DATE OF THIS ESTIMATE 02/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 346,995.35 8,347,106.59 ADJUSTMENT OF COMPENSATION -27,702.14 -57,347.17 EXTRA WORK 383,224.50 1,166,741.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 702,517.71 9,456,500.88 21 MOBILIZATION LS 670,000.0000 670,000.00 1.000 670,000.00 ORIGINAL CONTRACT AMOUNT 15,679,605.17 TOTAL WORK COMPLETED 702,517.71 10,126,500.88 MATERIALS ON HAND ON SITE 77,161.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -52,050.00 TOTAL 697,517.71 10,151,611.88 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 050 CLEARING AND GRUBBING 15,000.00 40,000.00 25,000.00 053 LEAD COMPLIANCE PLAN 5,000.00 7,000.00 2,000.00 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 07/19/02 750 08/12/02 08/05/02 01/10/05 359 23 73 9 56% 61% PROGRESS IS SATISFACTORY MALACALZA, GEORGE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 02/25/04