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 06/19/03 EST. NO.27 TIME 04:30 PM R.E. NAME: DONGO, JOSEPH 03-382904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 058 0001 58.66 A.C. @ F.A.(+) 033103 N 0001 0 58.66 TOTAL THIS ESTIMATE 1,313,956.79 TOTAL PREVIOUS ESTIMATE 1,314,015.45 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 06/19/03 EST. NO.27 TIME 04:30 PM R.E. NAME: DONGO, JOSEPH 03-382904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSCPM5/02;UPDATE6/ -108,049.92 16 CPM-MISS 6/21&7/21 -73,656.95 17 MISS 08/02 CPM UPDAT -134,120.44 18 DISPOSAL SITE AGGREE -5,000.00 19 LATE CANCEL 12/03/02 -400.00 21 DISP SITE AGREEMENT 5,000.00 22 5/02 CPM REV 6/02UPD 108,049.92 22 6/21/02&7/21/02 REV 73,656.95 22 8/02&9/02 CPM SUBMIT 134,120.44 22 0.00 -400.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 18 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,400.00 PROGRAM CAS145 PAGE 1 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 LOCATION PROGRESS ESTIMATE 03-YOL-80-8.9/R10.1 ----------------- GRANITE CONSTRUCTION COMPANY IN YOLO COUNTY IN WEST SACRAMENTO P O BOX 50085 FROM 0.2 KM WEST OF YOLO COUNTY WATSONVILLE CA 950775085 CAUSEWAY TO ROUTE 80 AND 50 SEPARATION FED. AID NO. ACNH-080 -2(336)84N,I-080 -2(336)84N 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) LS 6,000.0000 6,000.00 0.750 4,500.00 02 TIME-RELATED OVERHEAD WDAY 725.0000 210,250.00 405.000 293,625.00 03 TEMPORARY FENCE M 8.1000 1,053.00 2.120 17.17 128.000 1,036.80 S) 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 12,000.0000 12,000.00 0.077 924.00 1.000 12,000.00 06 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.819 6,552.00 S) 07 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.006 600.00 1.000 100,000.00 S) 08 TYPE III BARRICADE EA 85.0000 1,275.00 14.000 1,190.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 27.5000 3,025.00 73.890 2,031.98 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 8,940.00 1,679.000 10,074.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 3,770.00 3,426.000 3,426.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 2,080.00 78.000 3,120.00 S) 13 LIGHTING AND SIGN ILLUMINATION EA 55.0000 3,960.00 53.000 2,915.00 S) 14 TEMPORARY PAVEMENT MARKER EA 5.0000 1,800.00 370.000 1,850.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.007 175.00 1.000 25,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 32.0000 56,320.00 1,841.360 58,923.52 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 17,100.00 70.000 21,000.00 S) 18 ABANDON CULVERT EA 1,250.0000 2,500.00 1.000 1,250.00 19 ABANDON MANHOLE EA 1,200.0000 1,200.00 1.000 1,200.00 20 ABANDON SEWER M 10.0000 500.00 43.000 430.00 21 REMOVE FENCE M 10.4000 4,368.00 648.170 6,740.97 22 REMOVE ENTRANCE TAPER EA 435.0000 435.00 1.000 435.00 PROGRAM CAS145 PAGE 2 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 20.0000 780.00 19.050 381.00 38.100 762.00 24 REMOVE PAINTED TRAFFIC STRIPE M 1.6000 12,352.00 1,281.000 2,049.60 3,280.000 5,248.00 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.6000 3,456.00 470.800 753.28 2,141.830 3,426.93 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 27.5000 1,732.50 57.000 1,567.50 27 REMOVE ROADSIDE SIGN EA 67.0000 2,345.00 7.000 469.00 27.800 1,862.60 28 REMOVE CULVERT EA 850.0000 4,250.00 6.000 5,100.00 29 REMOVE INLET EA 600.0000 1,800.00 3.000 1,800.00 30 REMOVE ASPHALT CONCRETE SURFACING M3 70.0000 14,000.00 153.000 10,710.00 31 REMOVE BASE AND SURFACING M3 40.0000 27,200.00 357.690 14,307.60 652.690 26,107.60 32 RECONSTRUCT METAL BEAM GUARD RAILING M 54.0000 6,480.00 110.500 5,967.00 S) 33 RESET MAILBOX EA 150.0000 300.00 2.000 300.00 34 RELOCATE BUS SHELTER EA 3,000.0000 3,000.00 1.000 3,000.00 35 RELOCATE ROADSIDE SIGN EA 140.0000 7,140.00 17.000 2,380.00 45.000 6,300.00 36 ADJUST WATER VALVE COVER TO GRADE EA 500.0000 5,500.00 0.000 0.00 37 ADJUST WATER METER BOX TO GRADE EA 500.0000 1,000.00 0.000 0.00 38 ADJUST SANITARY SEWER MANHOLE TO GRADE EA 600.0000 600.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 6,636.00 6,198.000 8,677.20 S) (30 MM MAXIMUM) 40 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 15,060.00 2,195.000 4,390.00 7,526.000 15,052.00 S) (45 MM MAXIMUM) 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.0000 1,680.00 81.000 567.00 237.000 1,659.00 S) (75 MM MAXIMUM) 42 REMOVE CONCRETE LS 2,500.0000 2,500.00 0.300 750.00 1.000 2,500.00 43 REMOVE CONCRETE (SLOPE PAVING) LS 12,000.0000 12,000.00 1.000 12,000.00 44 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.100 2,000.00 0.900 18,000.00 45 ROADWAY EXCAVATION M3 26.0000 408,200.00 15,706.000 408,356.00 46 SHOULDER BACKING STA 1,200.0000 12,000.00 9.160 10,992.00 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 10.0000 6,770.00 677.000 6,770.00 F) 48 STRUCTURE EXCAVATION (TIEBACK WALL) M3 52.0000 28,860.00 555.000 28,860.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 7,440.00 70.000 5,600.00 F) PROGRAM CAS145 PAGE 3 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (TIEBACK WALL) M3 250.0000 4,250.00 17.000 4,250.00 F) 51 SAND BACKFILL M3 50.0000 650.00 7.700 385.00 52 HIGHWAY PLANTING LS 42,000.0000 42,000.00 0.607 25,494.00 0.800 33,600.00 S) 53 IMPORTED TOPSOIL M3 30.0000 11,400.00 38.290 1,148.70 357.690 10,730.70 S) 54 STRAW (EROSION CONTROL) TONN 290.0000 2,030.00 3.473 1,007.17 8.242 2,390.18 S) 55 FIBER (EROSION CONTROL) KG 0.8800 1,689.60 810.000 712.80 1,831.970 1,612.13 S) 56 COMPOST (EROSION CONTROL) KG 0.8600 5,400.80 2,475.600 2,129.02 4,951.200 4,258.03 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 270.0000 7,560.00 3.360 907.20 20.007 5,401.89 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.9000 243.00 49.000 44.10 178.690 160.82 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.0500 512.50 44.000 90.20 165.030 338.31 S) 60 PLANT ESTABLISHMENT WORK LS 13,500.0000 13,500.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 67,000.0000 67,000.00 0.847 56,749.00 0.900 60,300.00 S) 62 200 MM PLASTIC PIPE (PR 200) M 100.0000 20,000.00 30.400 3,040.00 242.340 24,234.00 S) (CONDUIT) 63 WATER METER EA 6,000.0000 12,000.00 2.000 12,000.00 2.000 12,000.00 S) 64 40 MM BACKFLOW PREVENTER ASSEMBLY EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000.00 S) 65 EXTEND 150 MM CONDUIT M 140.0000 4,620.00 2.850 399.00 33.000 4,620.00 S) 66 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000.00 67 CLASS 2 AGGREGATE SUBBASE M3 40.0000 126,800.00 3,422.690 136,907.60 68 CLASS 2 AGGREGATE BASE M3 55.0000 211,750.00 98.210 5,401.55 3,903.178 214,674.79 69 REPLACE ASPHALT CONCRETE SURFACING M3 245.0000 22,050.00 94.610 23,179.45 70 ASPHALT CONCRETE (TYPE A) TONN 47.0000 639,200.00 2,002.840 94,133.48 13,572.974 637,929.78 71 ASPHALT CONCRETE (OPEN GRADED) TONN 45.0000 47,250.00 231.390 10,412.55 72 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 1.00 0.230 0.23 1.000 1.00 REINFORCING FABRIC) 73 PAVEMENT REINFORCING FABRIC M2 3.7000 7,659.00 369.660 1,367.74 1,128.660 4,176.04 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 2,700.00 9.100 910.00 26.400 2,640.00 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 4.6500 404.55 87.000 404.55 87.000 404.55 76 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.6500 237.15 32.600 151.59 60.600 281.79 PROGRAM CAS145 PAGE 4 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.6500 1,674.00 194.100 902.57 312.400 1,452.66 78 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.6500 651.00 7.100 33.02 137.100 637.52 79 ASPHALTIC EMULSION (PAINT BINDER) TONN 900.0000 14,400.00 8.210 7,389.00 80 GRIND EXISTING CONCRETE PAVEMENT M2 60.0000 8,400.00 191.000 11,460.00 81 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 16,200.00 54.000 16,200.00 S) PILING (SOUND WALL) 82 TIEBACK ANCHOR EA 1,000.0000 242,000.00 242.000 242,000.00 S) 83 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 116,500.00 233.000 116,500.00 F) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 41,650.00 15.390 13,081.50 51.610 43,868.50 F) 85 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 200.0000 33,600.00 168.000 33,600.00 SF) 86 BAR REINFORCING STEEL (RETAINING WALL) KG 3.0000 219,510.00 73,170.000 219,510.00 SF) 87 SHOTCRETE M3 500.0000 111,000.00 222.000 111,000.00 SF) 88 FURNISH SIGN STRUCTURE (TRUSS) KG 5.4000 86,481.00 16,015.000 86,481.00 F) 89 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5700 9,128.55 16,015.000 9,128.55 SF) 90 920 MM CAST-IN-DRILLED-HOLE M 2,105.0000 44,205.00 20.500 43,152.50 S) CONCRETE PILE (SIGN FOUNDATION) 91 ROADSIDE SIGN - ONE POST EA 170.0000 10,200.00 6.000 1,020.00 60.000 10,200.00 92 ROADSIDE SIGN - TWO POST EA 325.0000 5,200.00 6.000 1,950.00 16.000 5,200.00 93 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 225.00 1.000 75.00 1.000 75.00 METHOD) 94 INSTALL SIGN PANEL ON EXISTING FRAME M2 200.0000 7,200.00 35.600 7,120.00 35.600 7,120.00 95 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 500.00 1.000 250.00 5.000 1,250.00 EXISTING POST 96 150 MM ALTERNATIVE PIPE CULVERT M 200.0000 1,600.00 6.611 1,322.20 97 300 MM ALTERNATIVE PIPE CULVERT M 250.0000 3,750.00 6.000 1,500.00 23.000 5,750.00 98 450 MM ALTERNATIVE PIPE CULVERT M 260.0000 7,020.00 51.670 13,434.20 99 600 MM ALTERNATIVE PIPE CULVERT M 280.0000 36,400.00 88.440 24,763.20 00 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 63,000.00 43.000 15,050.00 267.951 93,782.85 01 450 MM REINFORCED CONCRETE PIPE M 240.0000 3,120.00 13.000 3,120.00 02 600 MM REINFORCED CONCRETE PIPE M 210.0000 25,200.00 115.830 24,324.30 03 300 MM ALTERNATIVE ENTRANCE TAPER EA 210.0000 210.00 1.000 210.00 PROGRAM CAS145 PAGE 5 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 05 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 350.00 1.000 350.00 2.000 700.00 06 450 MM ALTERNATIVE FLARED END SECTION EA 385.0000 1,925.00 2.000 770.00 5.000 1,925.00 07 600 MM ALTERNATIVE FLARED END SECTION EA 435.0000 1,740.00 3.000 1,305.00 08 750 MM ALTERNATIVE FLARED END SECTION EA 1,120.0000 3,360.00 3.000 3,360.00 09 ROCK SLOPE PROTECTION M3 250.0000 15,750.00 9.600 2,400.00 65.150 16,287.50 (FACING, METHOD B) 10 SLOPE PAVING (CONCRETE) M3 1,000.0000 19,000.00 23.000 23,000.00 11 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,820.00 36.000 252.00 275.500 1,928.50 12 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 144,000.00 78.340 35,253.00 294.700 132,615.00 CONSTRUCTION) 13 MINOR CONCRETE (TEXTURED PAVING) M2 115.0000 57,500.00 183.100 21,056.50 504.540 58,022.10 14 MISCELLANEOUS IRON AND STEEL KG 1.9000 3,135.00 1,034.000 1,964.60 1,650.000 3,135.00 F) 15 CHAIN LINK FENCE (TYPE CL-1.8) M 27.7500 11,932.50 406.000 11,266.50 456.000 12,654.00 S) 16 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 960.0000 1,920.00 2.000 1,920.00 2.000 1,920.00 S) 17 SURVEY MONUMENT (TYPE D) EA 1,000.0000 7,000.00 1.000 1,000.00 1.000 1,000.00 S) 18 DELINEATOR (CLASS 1) EA 30.0000 1,830.00 32.000 960.00 61.000 1,830.00 19 OBJECT MARKER EA 55.0000 990.00 13.000 715.00 18.000 990.00 20 METAL BEAM GUARD RAILING M 159.0000 11,607.00 38.060 6,051.54 129.590 20,604.81 S) 21 CONCRETE BARRIER (TYPE 25A) M 200.0000 9,400.00 47.000 9,400.00 47.000 9,400.00 22 CONCRETE BARRIER (TYPE 27SV) M 360.0000 18,360.00 51.000 18,360.00 23 CABLE RAILING M 18.0000 3,348.00 186.000 3,348.00 186.000 3,348.00 SF) 24 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 2,600.00 1.000 2,600.00 S) 25 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 13,300.00 5.000 9,500.00 8.000 15,200.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 2.000 1,200.00 5.000 3,000.00 S) 27 CRASH CUSHION (REACT 6CBB) EA 30,400.0000 60,800.00 2.000 60,800.00 2.000 60,800.00 S) 28 CONCRETE BARRIER (TYPE 60D) M 120.0000 8,040.00 68.000 8,160.00 68.000 8,160.00 29 CONCRETE BARRIER (TYPE 60F) M 800.0000 112,000.00 17.650 14,120.00 136.800 109,440.00 30 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 15,750.00 86.850 3,908.25 311.100 13,999.50 S) PROGRAM CAS145 PAGE 6 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.7500 6,202.50 3,175.900 2,381.93 7,595.400 5,696.55 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 5,017.50 844.900 1,901.03 2,041.300 4,592.93 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 810.00 333.000 749.25 S) (BROKEN 3.66 M - 0.92 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 135.00 94.940 71.21 146.140 109.61 S) (BROKEN 1.83 M - 0.31 M) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 2,032.50 738.000 553.50 914.000 685.50 S) (BROKEN 10.98 M - 3.66 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 975.00 161.800 121.35 1,205.200 903.90 S) (BROKEN 5.18 M - 2.14 M) 37 PAINT PAVEMENT MARKING (2-COAT) M2 27.5000 2,667.50 31.340 861.85 96.200 2,645.50 S) 38 PARKING BUMPER (PRECAST CONCRETE) EA 95.0000 8,550.00 13.000 1,235.00 89.000 8,455.00 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 800.00 66.000 165.00 66.000 165.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,130.00 450.000 1,575.00 1,003.000 3,510.50 S) 41 SIGNAL AND LIGHTING (LOCATION 1) LS 111,000.0000 111,000.00 0.047 5,217.00 1.000 111,000.00 S) 42 SIGNAL AND LIGHTING (LOCATION 2) LS 99,500.0000 99,500.00 0.091 9,054.50 1.000 99,500.00 S) 43 SIGNAL AND LIGHTING (LOCATION 3) LS 90,000.0000 90,000.00 0.023 2,070.00 0.999 89,910.00 S) 44 LIGHTING AND SIGN ILLUMINATION LS 151,500.0000 151,500.00 0.200 30,300.00 1.000 151,500.00 S) 45 LIGHTING (CITY STREET) LS 41,500.0000 41,500.00 0.659 27,348.50 1.000 41,500.00 S) 46 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000.00 S) 47 ELECTRIC SERVICE (IRRIGATION) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 48 RAMP METERING SYSTEM LS 45,000.0000 45,000.00 0.709 31,905.00 1.000 45,000.00 S) 49 BICYCLE LOCKER EA 1,650.0000 13,200.00 8.000 13,200.00 8.000 13,200.00 S) PROGRAM CAS145 PAGE 7 DATE 06/19/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-382904 TIME 04:30 PM ESTIMATE NO. 27 BID OPENING 11/28/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/03 R.E. NAME: DONGO, JOSEPH DATE OF THIS ESTIMATE 06/19/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 626,192.33 4,611,446.34 ADJUSTMENT OF COMPENSATION 58.66 616,790.18 EXTRA WORK 0.00 697,225.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 626,250.99 5,925,461.79 50 MOBILIZATION LS 247,400.0000 247,400.00 1.000 247,400.00 ORIGINAL CONTRACT AMOUNT 4,834,617.15 TOTAL WORK COMPLETED 626,250.99 6,172,861.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,400.00 TOTAL 626,250.99 6,162,461.79 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 01/25/01 420 04/19/01 02/09/01 06/20/03 444 143 115 6 93% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE REQUEST DONGO, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/03