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 06/21/07 EST. NO.26 TIME 12:13 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- 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 0018 198.83 E.W. @ F.A.(+) 051007 N 153 0 0019 386.03 051407 N 154 0 0020 796.32 052907 N 155 0 010 0256 165.61 E.W. @ F.A.(+) 062906 N 521 0 0257 165.61 063006 N 522 0 0258 165.61 070306 N 523 0 0261 1.87 060106 N 526 0 0262 1.87 060206 N 527 0 0263 1.87 060506 N 528 0 0264 1.87 060606 N 529 0 0265 1.87 060706 N 530 0 0266 1.87 060806 N 531 0 0277 218.80 060806 N 542 0 016 0007 942.74 E.W. @ F.A.(+) 011907 N 007 0 0018 615.62 041207 N 014 0 0024 597.30 032707 N 012.10 0025 3,027.75 032607 N 015 0 0026 167.20 041207 N 016 0 0027 302.47 050907 N 017 0 0028 406.12 051007 N 018 0 0032 1,360.84 051407 N 019 0 0033 1,470.41 051507 N 020 0 017 0030 1,320.00 E.W. @ F.A.(+) 030807 N 017 0 0036-1 -810.90 092906 N 100 0 DAO CORRECTING ENTRY 0037-1 -564.27 100206 N 101 0 DAO CORRECTING ENTRY 0038-1 -564.27 100306 N 102 0 DAO CORRECTING ENTRY 0039-1 -593.28 100606 N 103 0 DAO CORRECTING ENTRY 0040-1 -623.07 100906 N 104 0 DAO CORRECTING ENTRY 0041-1 -593.28 101006 N 105 0 DAO CORRECTING ENTRY 0042-1 -593.28 101106 N 106 0 DAO CORRECTING ENTRY 0043-1 -593.28 101206 N 107 0 DAO CORRECTING ENTRY 0099 218.80 060806 N 156 0 0099-1 -218.80 060806 N 156 0 DAO CORRECTING ENTRY 0100 218.80 060906 N 157 0 0100-1 -218.80 060906 N 157 0 DAO CORRECTING ENTRY 0115 1.87 060106 N 140 0 0115-1 -1.87 060106 N 140 0 DAO CORRECTING ENTRY 0116 1.87 060206 N 141 0 0117 1.87 060506 N 142 0 0118 1.87 060606 N 143 0 0120 70.59 060806 N 145 0 0158 398.27 072606 N 168 0 0158-1 -398.27 072606 N 168 0 DAO CORRECTING ENTRY 0159 422.66 072506 N 167 0 0159-1 -422.66 072506 N 167 0 DAO CORRECTING ENTRY 0160 534.47 072406 N 166 0 0160-1 -534.47 072406 N 166 0 DAO CORRECTING ENTRY 0172 1.87 060706 N 144 0 0174 275.03 072806 N 170 0 0174-1 -275.03 072806 N 170 0 DAO CORRECTING ENTRY 0175 275.03 073106 N 171 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 06/21/07 EST. NO.26 TIME 12:13 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0175-1 -275.03 073106 N 171 0 DAO CORRECTING ENTRY 0176 275.03 080106 N 172 0 0176-1 -275.03 080106 N 172 0 DAO CORRECTING ENTRY 0177 275.03 080206 N 173 0 0177-1 -275.03 080206 N 173 0 DAO CORRECTING ENTRY 0178 269.12 080306 N 174 0 0178-1 -269.12 080306 N 174 0 DAO CORRECTING ENTRY 0179 275.03 072706 N 169 0 0179-1 -275.03 072706 N 169 0 DAO CORRECTING ENTRY 0180 269.12 080406 N 175 0 0180-1 -269.12 080406 N 175 0 DAO CORRECTING ENTRY 0181 269.12 080706 N 176 0 0181-1 -269.12 080706 N 176 0 DAO CORRECTING ENTRY 0182 269.12 080806 N 177 0 0182-1 -269.12 080806 N 177 0 DAO CORRECTING ENTRY 0183 269.12 080906 N 178 0 0183-1 -269.12 080906 N 178 0 DAO CORRECTING ENTRY 0184 269.12 081006 N 179 0 0184-1 -269.12 081006 N 179 0 DAO CORRECTING ENTRY 0185 269.12 081106 N 180 0 0185-1 -269.12 081106 N 180 0 DAO CORRECTING ENTRY 0186 269.12 081406 N 181 0 0186-1 -269.12 081406 N 181 0 DAO CORRECTING ENTRY 0187 269.12 081506 N 182 0 0187-1 -269.12 081506 N 182 0 DAO CORRECTING ENTRY 0188 269.12 081606 N 183 0 0188-1 -269.12 081606 N 183 0 DAO CORRECTING ENTRY 0189 269.12 081706 N 184 0 0189-1 -269.12 081706 N 184 0 DAO CORRECTING ENTRY 0190 269.12 081806 N 185 0 0190-1 -269.12 081806 N 185 0 DAO CORRECTING ENTRY 0191 269.12 082106 N 186 0 0191-1 -269.12 082106 N 186 0 DAO CORRECTING ENTRY 0192 269.12 082206 N 187 0 0192-1 -269.12 082206 N 187 0 DAO CORRECTING ENTRY 0193 269.12 082306 N 188 0 0193-1 -269.12 082306 N 188 0 DAO CORRECTING ENTRY 0194 269.12 082406 N 189 0 0194-1 -269.12 082406 N 189 0 DAO CORRECTING ENTRY 0195 269.12 082506 N 190 0 0195-1 -269.12 082506 N 190 0 DAO CORRECTING ENTRY 0196 269.12 082806 N 191 0 0196-1 -269.12 082806 N 191 0 DAO CORRECTING ENTRY 0197 269.12 082906 N 192 0 0197-1 -269.12 082906 N 192 0 DAO CORRECTING ENTRY 0198 269.12 083006 N 193 0 0198-1 -269.12 083006 N 193 0 DAO CORRECTING ENTRY 7,460.92 TOTAL THIS ESTIMATE 621,196.85 TOTAL PREVIOUS ESTIMATE 628,657.77 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 06/21/07 EST. NO.26 TIME 12:13 PM R.E. NAME: TRUJILLO JR., GILBERT 07-1660U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION FEB,MARCH & APRIL 06 -10,000.00 12 FEB,MARCH,& APRIL 06 10,000.00 14 JULY 06 -5,003.49 15 JULY 06 5,003.49 16 SEPT 06 -10,000.00 17 SEPT 06 10,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 LOCATION RERUN PROGRESS ESTIMATE 07-LA-1-27.4/30.9 ----------------------- EXCEL PAVING COMPANY IN LOS ANGELES COUNTY IN 2230 LEMON AVENUE LOS ANGELES AT VARIOUS LOCATIONS LONG BEACH, CA 90806 FED. AID NO. N O N E WIDEN AND REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 8,890.0000 8,890.00 0.750 6,667.50 02 TIME-RELATED OVERHEAD WDAY 1,815.0000 726,000.00 22.000 39,930.00 437.000 793,155.00 03 TEMPORARY FENCE (TYPE ESA) M 30.0000 25,500.00 840.000 25,200.00 04 PREPARE STORM WATER POLLUTION LS 25,000.0000 25,000.00 0.750 18,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 55,000.0000 55,000.00 0.013 715.00 0.878 48,290.00 06 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.650 22,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 125,500.0000 125,500.00 0.013 1,631.50 0.763 95,756.50 S) 08 TYPE III BARRICADE EA 115.0000 5,520.00 5.000 575.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 15.0000 5,850.00 198.280 2,974.20 287.780 4,316.70 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 26,900.00 3,736.540 3,736.54 16,867.800 16,867.80 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 11,220.00 178.000 5,874.00 S) 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 13 TEMPORARY RAILING (TYPE K) M 29.0000 215,180.00 1,621.530 47,024.37 5,225.310 151,533.99 S) 14 TEMPORARY CRASH CUSHION MODULE EA 175.0000 45,500.00 28.000 4,900.00 266.000 46,550.00 S) 15 ABANDON REINFORCED CONCRETE BOX EA 2,800.0000 2,800.00 0.000 0.00 16 ABANDON MANHOLE EA 5,000.0000 5,000.00 0.000 0.00 17 ABANDON PIPELINE EA 2,200.0000 28,600.00 1.000 2,200.00 1.000 2,200.00 18 OBLITERATE SURFACING M2 3.0000 18,240.00 600.000 1,800.00 600.000 1,800.00 19 REMOVE CHAIN LINK FENCE M 16.5000 13,200.00 596.000 9,834.00 20 REMOVE METAL BEAM GUARD RAILING M 86.0000 3,096.00 0.000 0.00 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.5000 16,900.00 2,081.320 5,203.30 STRIPE 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,012.50 2,098.150 2,622.69 PROGRAM CAS145 PAGE 2 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 1,340.00 13.900 278.00 24 REMOVE ROADSIDE SIGN EA 75.0000 6,150.00 0.000 0.00 25 REMOVE ASPHALT CONCRETE M3 36.0000 160,200.00 652.710 23,497.56 2,100.760 75,627.36 26 REMOVE ASPHALT CONCRETE DIKE M 3.5000 665.00 56.400 197.40 27 REMOVE PIPELINE EA 2,000.0000 8,000.00 1.000 2,000.00 28 REMOVE INLET EA 1,200.0000 12,000.00 4.000 4,800.00 29 REMOVE HEADWALL EA 2,264.0000 9,056.00 2.000 4,528.00 30 REMOVE CONCRETE PAVEMENT M3 38.0000 36,480.00 353.430 13,430.34 31 RELOCATE CONCRETE BENCH EA 1,300.0000 5,200.00 3.000 3,900.00 32 RELOCATE SIGN PANEL EA 100.0000 1,300.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 6,680.00 0.000 0.00 S) 34 REMOVE CONCRETE CURB M 14.0000 9,940.00 683.390 9,567.46 35 REMOVE CONCRETE (CURB AND GUTTER) M 14.0000 14,560.00 729.420 10,211.88 36 REMOVE CONCRETE BARRIER (TYPE 50) M 68.0000 7,480.00 110.000 7,480.00 37 REMOVE CONCRETE (CURB, GUTTER, AND M3 65.0000 4,290.00 38.730 2,517.45 SIDEWALK) 38 REMOVE CRASH CUSHION EA 2,610.0000 2,610.00 1.000 2,610.00 1.000 2,610.00 39 CLEARING AND GRUBBING LS 8,890.0000 8,890.00 1.000 8,890.00 40 ROADWAY EXCAVATION M3 15.0000 107,550.00 3,777.120 56,656.80 41 ROADWAY EXCAVATION (TYPE Y) M3 35.0000 52,850.00 1,100.940 38,532.90 (AERIALLY DEPOSITED LEAD) 42 STRUCTURE EXCAVATION (CULVERT) M3 60.0000 507,000.00 6,002.500 360,150.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 22.0000 8,668.00 394.000 8,668.00 F) 44 STRUCTURE BACKFILL (CULVERT) M3 70.0000 261,380.00 1,754.560 122,819.20 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 92.0000 53,452.00 200.000 18,400.00 F) 46 IMPORTED BORROW M3 6.6500 126,350.00 233.200 1,550.78 9,771.600 64,981.14 47 HIGHWAY PLANTING LS 217,000.0000 217,000.00 0.000 0.00 S) 48 TOPSOIL M3 40.0000 78,400.00 0.000 0.00 S) 49 STRAW (EROSION CONTROL) TONN 465.0000 1,209.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 2.6500 2,385.00 0.000 0.00 S) 51 PAM (POLYACRYLAMIDE) KG 18.0000 126.00 0.000 0.00 S) 52 COMPOST (EROSION CONTROL) KG 0.6500 3,393.00 0.000 0.00 S) 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 4,500.00 0.000 0.00 S) 54 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 2,400.00 0.000 0.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 0.000 0.00 S) 56 ENDOMYCORRHIZAL INOCULUM KG 11.0000 561.00 0.000 0.00 S) 57 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0.00 S) 58 IRRIGATION SYSTEM LS 221,500.0000 221,500.00 0.150 33,225.00 0.200 44,300.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 125.0000 18,750.00 9.000 1,125.00 S) POLYETHYLENE PIPE CONDUIT 60 200 MM WELDED STEEL PIPE CONDUIT M 200.0000 6,600.00 33.000 6,600.00 S) (6.35 MM THICK) 61 CLASS 2 AGGREGATE BASE M3 31.0000 440,200.00 679.320 21,058.92 4,743.820 147,058.42 62 ASPHALT CONCRETE (TYPE B) TONN 43.0000 683,700.00 3,527.150 151,667.45 4,264.870 183,389.41 63 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 45.0000 990.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 45.0000 2,655.00 0.000 0.00 65 CONCRETE PAVEMENT M3 330.0000 128,700.00 353.530 116,664.90 66 SEAL LONGITUDINAL ISOLATION JOINT M 18.0000 12,600.00 392.090 7,057.62 67 STRUCTURAL CONCRETE (WALL FOOTING) M3 550.0000 44,550.00 81.000 44,550.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 200,640.00 10.150 22,330.00 63.770 140,294.00 F) 69 MINOR CONCRETE INLET STRUCTURE M3 1,115.0000 200,700.00 0.000 0.00 F) 70 MINOR CONCRETE OUTLET STRUCTURE M3 2,280.0000 91,200.00 40.000 91,200.00 F) 71 MINOR CONCRETE (MEDIAN PAVING) M3 375.0000 12,375.00 0.000 0.00 F) 72 MINOR CONCRETE (BOX CULVERT) M3 1,070.0000 590,640.00 300.000 321,000.00 F) 73 CONTINOUS DEFLECTIVE SEPARATION UNIT EA 205,000.0000 205,000.00 1.000 205,000.00 74 RETAINING WALL STEM (TYPE 6) M2 220.0000 85,800.00 390.000 85,800.00 F) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 16,225.00 6,490.000 16,225.00 SF) 76 ROADSIDE SIGN (METAL POST) EA 325.0000 9,425.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - TWO POST EA 580.0000 1,160.00 0.000 0.00 78 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 14,740.00 0.000 0.00 METHOD) 79 450 MM REINFORCED CONCRETE PIPE M 430.0000 68,800.00 4.600 1,978.00 74.900 32,207.00 80 450 MM REINFORCED CONCRETE PIPE M 805.0000 4,830.00 8.530 6,866.65 INTERIOR STEEL COVER 63.5 MM 81 600 MM REINFORCED CONCRETE PIPE M 350.0000 255,500.00 491.040 171,864.00 82 750 MM REINFORCED CONCRETE PIPE M 315.0000 40,950.00 2.500 787.50 99.090 31,213.35 83 1200 MM REINFORCED CONCRETE PIPE M 1,070.0000 66,340.00 38.580 41,280.60 INTERIOR STEEL COVER 63.5 MM 84 150 MM PVC PIPE M 200.0000 1,400.00 0.000 0.00 85 203 MM PVC PIPE M 86.0000 39,560.00 457.200 39,319.20 86 203 MM INLET PER APWA STD 351-1 CASE 2 EA 624.0000 11,232.00 8.000 4,992.00 8.000 4,992.00 87 MINOR CONCRETE (CURB) M 52.0000 20,280.00 13.000 676.00 401.060 20,855.12 88 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 250,000.00 21.440 10,720.00 148.370 74,185.00 89 MINOR CONCRETE (SIDEWALK) M3 310.0000 387,500.00 144.750 44,872.50 309.420 95,920.20 90 MINOR CONCRETE (BUS PAD) M3 482.0000 57,840.00 45.100 21,738.20 59.300 28,582.60 91 MINOR CONCRETE (CURB RAMP) M3 3.0000 144.00 4.500 13.50 6.650 19.95 92 MISCELLANEOUS IRON AND STEEL KG 8.8000 34,856.80 1,555.000 13,684.00 2,073.000 18,242.40 SF) 93 MISCELLANEOUS IRON AND STEEL KG 0.0100 36.56 1,650.000 16.50 SF)(BOX CULVERT) 94 MISCELLANEOUS IRON AND STEEL KG 0.0100 68.00 0.000 0.00 SF)(INLET STRUCTURE) 95 MISCELLANEOUS IRON AND STEEL KG 0.0100 34.00 3,400.000 34.00 SF)(OUTLET STRUCTURE) 96 CHAIN LINK FENCE PER APWA STD PLAN 600-1 M 91.0000 8,736.00 0.000 0.00 S) 97 TRASH NETTING EA 5,800.0000 17,400.00 0.000 0.00 S) 98 DELINEATOR (CLASS 1) EA 35.0000 1,015.00 0.000 0.00 99 GUARD RAILING DELINEATOR EA 50.0000 100.00 0.000 0.00 00 METAL BEAM GUARD RAILING M 79.0000 28,440.00 0.000 0.00 S) 01 TERMINAL SYSTEM (TYPE SRT) EA 2,998.0000 8,994.00 0.000 0.00 S) 02 CRASH CUSHION, SAND FILLED EA 5,580.0000 11,160.00 0.000 0.00 S) 03 CRASH CUSHION (REACT 9CBB) EA 55,261.0000 55,261.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 341.0000 15,686.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60E) M 427.0000 21,777.00 0.000 0.00 06 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 14,350.00 8.360 292.60 S) 07 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8500 5,380.50 0.000 0.00 S) 08 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,080.00 0.000 0.00 S) 09 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 10 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,800.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 11 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 1,440.00 110.000 330.00 S) 12 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 3,270.00 95.000 285.00 S) TYPE G) 13 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 3.0000 480.00 0.000 0.00 S) TYPE H) 14 IRRIGATION CONTROLLER ENCLOSURE CABINET LS 1,500.0000 1,500.00 0.000 0.00 15 MODIFY SIGNAL INTERCONNECT LS 350,835.0000 350,835.00 0.420 147,350.70 S) (CITY - LOCATION 2) 16 ELECTRIC SERVICE (IRRIGATION) LS 6,235.0000 6,235.00 0.000 0.00 17 MODIFY SIGNAL AND LIGHTING LS 97,854.0000 97,854.00 0.200 19,570.80 0.550 53,819.70 S) (CITY - LOCATION 1) 18 MODIFY SIGNAL AND LIGHTING LS 511,983.0000 511,983.00 0.100 51,198.30 0.670 343,028.61 S) (CITY - LOCATION 2) 19 MODIFY SIGNAL AND LIGHTING LS 62,930.0000 62,930.00 0.930 58,524.90 S) (CITY - LOCATION 3) 20 MODIFY LIGHTING (CITY - LOCATION 1) LS 56,529.0000 56,529.00 0.050 2,826.45 0.410 23,176.89 S) 21 MODIFY LIGHTING (CITY - LOCATION 2) LS 361,347.0000 361,347.00 0.030 10,840.41 0.500 180,673.50 S) 22 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 23 LEAD COMPLIANCE PLAN LS 4,450.0000 4,450.00 1.000 4,450.00 PROGRAM CAS145 PAGE 6 DATE 06/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1660U4 TIME 12:13 PM ESTIMATE NO. 26 BID OPENING 02/10/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: TRUJILLO JR., GILBERT DATE OF THIS ESTIMATE 06/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 544,748.98 4,864,487.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,460.92 628,657.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 552,209.90 5,493,145.00 24 MOBILIZATION LS 746,400.0000 746,400.00 1.000 746,400.00 ORIGINAL CONTRACT AMOUNT 9,832,487.36 TOTAL WORK COMPLETED 552,209.90 6,239,545.00 MATERIALS ON HAND ON SITE 176,581.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 552,209.90 6,416,126.05 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 05/17/05 650 06/01/05 06/27/05 04/15/09 437 78 0 0 59% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME ADJ DISPUTE TRUJILLO JR., GILBERT RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/07