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 02/23/05 EST. NO.29 TIME 01:12 PM R.E. NAME: CARDENAS, VICTOR 11-091804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0024 6,755.73 E.W. @ F.A.(+) 012405 N 0262.0 0025 5,775.21 012505 N 0263.0 0027 3,161.06 012805 N 0265.0 0029 3,257.38 020105 N 0267.0 0030 3,995.57 012105 N 0261.0 0031 2,240.32 020205 N 0268.0 0033 4,491.50 012005 N 0260.0 0034 2,403.57 012005 N 0301.0 008 0025 795.01 E.W. @ F.A.(+) 080803 N 0245.0 32,875.35 TOTAL THIS ESTIMATE 686,485.83 TOTAL PREVIOUS ESTIMATE 719,361.18 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 02/23/05 EST. NO.29 TIME 01:12 PM R.E. NAME: CARDENAS, VICTOR 11-091804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REL COMP DEDUCTION -4,405.96 08 CABLE RAILING -5,940.00 20 REJ. CONC TRANSV JNT -2,053.25 22 REJ. CONC LONG. JNT -5,809.29 22 AC GRADATION -6,342.95 26 AC RELATIVE COMPACT -1,473.00 26 AC GRADATION 4,405.96 27 AC BASE ON 1/16/03 -1,432.00 28 AGG. BASE ON 4/2/03 -1,200.00 28 SIGNPOSTS & BRACES -2,423.52 28 CABLE RAILING 5,940.00 29 RELATIVE COMPACT AC -855.29 29 5,084.71 -21,589.30 LABOR COMPLIANCE VIOLATION O/S PRS DEC -10,000.00 02 O/S PRS JAN -10,000.00 03 PRS RECD DEC 10,000.00 03 O/S PRS FEB -10,000.00 04 PRS RECD JAN 10,000.00 04 O/S PRS MARCH -10,000.00 06 PRS RECD FEB 10,000.00 06 O/S PRS APRIL -10,000.00 07 O/S PRS MAY -10,000.00 08 O/S PRS JUNE -10,000.00 09 PRS RECD MARCH 10,000.00 09 O/S PRS JULY -10,000.00 10 O/S PRS AUG -10,000.00 11 O/S PRS SEPT -9,465.55 12 PRS RECD APRIL 10,000.00 12 PRS RECD MAY 10,000.00 12 PRS RECD JULY 10,000.00 12 O/S PRS OCT -10,000.00 13 PRS RECD JUNE 10,000.00 13 O/S PRS JAN -10,000.00 16 PRS RECD AUG 10,000.00 16 O/S PRS FEB -8,657.90 17 PRS RECD JAN 10,000.00 17 O/S PRS MARCH -5,851.52 18 PRS RECD FEB 8,657.90 18 O/S PRS APRIL -8,662.00 20 O/S PRS MAY -10,000.00 21 O/S PRS JULY 04 -10,000.00 23 PRS RECD SEPT 03 9,465.55 23 PRS RECD OCT 03 10,000.00 23 PRS RECD MARCH 04 5,851.52 23 O/S PRS AUG -10,000.00 24 O/S PRS SEPT -10,000.00 25 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 02/23/05 EST. NO.29 TIME 01:12 PM R.E. NAME: CARDENAS, VICTOR 11-091804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD APRIL 8,662.00 25 PRS RECD MAY 10,000.00 25 PRS RECD JULY 10,000.00 25 O/S PRS OCT -10,000.00 26 O/S PRS NOV -10,000.00 27 PRS RECD SEPT 10,000.00 27 O/S PRS DEC -10,000.00 28 O/S PRS JAN -10,000.00 29 PRS RECD AUG 10,000.00 29 0.00 -40,000.00 TOTAL DEDUCTIONS 5,084.71 -61,589.30 PROGRAM CAS145 PAGE 1 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 LOCATION PROGRESS ESTIMATE 11-SD-905-R10.9/R11.7 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 2585 BUSINESS PARK DRIVE AT VARIOUS LOCATIONS VISTA, CA 92083-8831 FED. AID NO. ACNH-A905(12)N ,HPD-A905(13) ,ACIM-805 -1(587)3 CONSTRUCT 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 9,100.0000 9,100.00 0.750 6,825.00 S) 02 ELECTRONIC MOBILE DAILY DIARY COMPUTER LS 45,000.0000 45,000.00 0.034 1,530.00 0.884 39,780.00 S) SYSTEM 03 TIME-RELATED OVERHEAD WDAY 2,200.0000 1,034,000.00 19.000 41,800.00 402.000 884,400.00 04 600 MM TEMPORARY ALTERNATIVE PIPE M 98.0000 4,018.00 30.000 2,940.00 CULVERT 05 900 MM TEMPORARY REINFORCED CONCRETE M 1,000.0000 3,100.00 2.120 2,120.00 PIPE RISER 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.750 1,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.040 4,000.00 0.980 98,000.00 08 TEMPORARY EROSION CONTROL HA 5,000.0000 45,000.00 4.740 23,700.00 09 TEMPORARY FIBER ROLL M 11.0000 69,520.00 61.000 671.00 8,143.000 89,573.00 10 TEMPORARY GRAVEL BAG EA 14.0000 9,100.00 281.000 3,934.00 3,318.000 46,452.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,200.0000 17,600.00 6.000 13,200.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 11,000.0000 44,000.00 3.350 36,850.00 13 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.016 120.00 0.810 6,075.00 S) 14 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.810 40,500.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 24.0000 3,840.00 454.490 10,907.76 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 14,000.00 32,763.700 32,763.70 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 3,800.00 1,954.000 7,816.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,000.0000 108,000.00 4.850 87,300.00 S) 19 TEMPORARY RAILING (TYPE K) M 28.0000 70,000.00 4,411.700 123,527.60 S) 20 TRAFFIC PLASTIC DRUMS EA 20.0000 16,000.00 279.000 5,580.00 S) 21 TEMPORARY CRASH CUSHION MODULE EA 255.0000 2,295.00 39.000 9,945.00 S) 22 ABANDON REINFORCED CONCRETE BOX EA 440.0000 2,200.00 7.000 3,080.00 PROGRAM CAS145 PAGE 2 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 430.0000 3,010.00 10.000 4,300.00 24 REMOVE CHAIN LINK FENCE M 22.0000 17,160.00 707.600 15,567.20 25 REMOVE TRAFFIC STRIPE (YELLOW) M 5.0000 1,050.00 3,252.200 16,261.00 26 REMOVE TRAFFIC STRIPE AND PAVEMENT M 2.0000 3,000.00 2,468.600 4,937.20 MARKING 27 REMOVE SIGN EA 1,500.0000 1,500.00 0.000 0.00 28 REMOVE ROADSIDE SIGN EA 300.0000 6,300.00 17.000 5,100.00 29 RESET ROADSIDE SIGN EA 380.0000 3,800.00 3.000 1,140.00 30 RELOCATE ROADSIDE SIGN EA 380.0000 1,900.00 0.000 0.00 31 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 20,700.00 663.000 3,315.00 S) (60 MM MAXIMUM) 32 REMOVE CONCRETE M3 150.0000 28,500.00 183.590 27,538.50 33 CAP INLET EA 500.0000 500.00 0.000 0.00 34 CLEARING AND GRUBBING LS 71,460.0000 71,460.00 1.000 71,460.00 35 DEVELOP WATER SUPPLY LS 18,182.0000 18,182.00 0.800 14,545.60 36 ROADWAY EXCAVATION M3 7.5000 666,000.00 94,026.000 705,195.00 37 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,500.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 13.0000 25,480.00 1,960.000 25,480.00 F) 39 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 24,000.00 1,178.190 23,563.80 F) 40 STRUCTURE BACKFILL (BRIDGE) M3 28.0000 34,440.00 1,230.000 34,440.00 F) 41 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 36,000.00 78.060 3,512.70 778.690 35,041.05 F) 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 5,600.00 28.300 990.50 152.450 5,335.75 F) WALL) 43 SAND BACKFILL M3 78.0000 24,960.00 119.700 9,336.60 44 DITCH EXCAVATION M3 24.0000 4,800.00 152.000 3,648.00 45 IMPORTED BORROW M3 3.0000 120,900.00 8,543.000 25,629.00 46 HIGHWAY PLANTING LS 350,000.0000 350,000.00 0.150 52,500.00 0.152 53,200.00 S) 47 STRAW (EROSION CONTROL) KG 4.0000 1,400.00 0.000 0.00 S) 48 FIBER (EROSION CONTROL) KG 2.0000 1,480.00 0.000 0.00 S) 49 COMPOST (EROSION CONTROL) KG 1.0000 740.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 3.000 1,500.00 S) 51 PURE LIVE SEED (TYPE 1) KG 90.0000 450.00 0.000 0.00 S) (EROSION CONTROL) 52 PURE LIVE SEED (TYPE 2) KG 30.0000 120.00 0.000 0.00 S) (EROSION CONTROL) 53 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 100.00 0.000 0.00 S) 54 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 300.00 0.000 0.00 S) 55 TRANSPLANT PALM TREE EA 1,400.0000 151,200.00 105.000 147,000.00 S) 56 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 0.000 0.00 S) 57 IRRIGATION SYSTEM LS 345,000.0000 345,000.00 0.110 37,950.00 S) 58 WATER METER EA 24,000.0000 48,000.00 0.000 0.00 S) 59 200 MM CORRUGATED HIGH DENSITY M 103.0000 21,630.00 124.000 12,772.00 POLYETHYLENE PIPE CONDUIT 60 CLASS 4 AGGREGATE SUBBASE M3 25.0000 385,000.00 10,614.000 265,350.00 61 CLASS 2 AGGREGATE BASE M3 33.0000 980,100.00 23,091.000 762,003.00 62 ASPHALT TREATED PERMEABLE BASE M3 88.0000 225,280.00 1,795.060 157,965.28 63 ASPHALT CONCRETE (TYPE A) TONN 53.0000 699,600.00 136.560 7,237.68 11,293.240 598,541.72 64 ASPHALT CONCRETE BASE (TYPE A) TONN 49.0000 342,020.00 932.840 45,709.16 6,783.950 332,413.55 65 PLACE ASPHALT CONCRETE DIKE M 5.5000 6,655.00 2,104.500 11,574.75 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 12,600.00 1,217.300 18,259.50 AREA) 67 ASPHALTIC EMULSION TONN 350.0000 8,050.00 10.660 3,731.00 (FOG SEAL COAT AND PAINT BINDER) 68 CONCRETE PAVEMENT M3 195.0000 1,232,400.00 536.300 104,578.50 2,421.400 472,173.00 69 SEAL PAVEMENT JOINT M 3.0000 36,000.00 4,959.000 14,877.00 70 PRESTRESSING CAST-IN-PLACE CONCRETE LS 72,000.0000 72,000.00 1.000 72,000.00 S) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 169,500.00 565.000 169,500.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 395.0000 904,550.00 2,280.000 900,600.00 F) 73 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 265,000.00 20.230 10,115.00 467.520 233,760.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 655.0000 30,785.00 47.000 30,785.00 F) (TYPE EQ) 75 CLASS 4 CONCRETE (BACKFILL) M3 94.0000 7,990.00 212.920 20,014.48 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 120,000.00 2.360 2,360.00 87.150 87,150.00 F) PROGRAM CAS145 PAGE 4 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ARCHITECTURAL TREATMENT (FRACTURED RIB) M2 78.0000 10,374.00 133.000 10,374.00 F) 78 FRACTURED RIB TEXTURE M2 32.0000 23,680.00 132.220 4,231.04 745.210 23,846.72 79 FURNISH AND INSTALL 20 MM X 20 MM GLASS M2 450.0000 9,900.00 0.000 0.00 S) MOSAIC TILE 80 JOINT SEAL (MR 50 MM) M 177.0000 12,390.00 79.600 14,089.20 S) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 324,900.00 377,972.000 377,972.00 SF) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 29,000.00 583.200 1,166.40 12,741.000 25,482.00 SF) 83 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 57,500.00 0.000 0.00 S) 84 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 11,500.00 0.000 0.00 S) 85 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 20,000.00 16.600 16,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 86 ROADSIDE SIGN - ONE POST EA 375.0000 15,000.00 15.000 5,625.00 S) 87 ROADSIDE SIGN - TWO POST EA 800.0000 8,000.00 2.000 1,600.00 S) 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 2,025.00 0.000 0.00 S) METHOD) 89 PREPARE AND PAINT CONCRETE M2 15.0000 2,295.00 73.000 1,095.00 S) 90 450 MM ALTERNATIVE PIPE CULVERT M 130.0000 23,400.00 288.000 37,440.00 91 600 MM ALTERNATIVE PIPE CULVERT M 137.0000 134,260.00 868.400 118,970.80 92 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 82,740.00 385.000 75,845.00 93 900 MM ALTERNATIVE PIPE CULVERT M 192.0000 11,520.00 62.000 11,904.00 94 375 MM PLASTIC PIPE M 200.0000 2,800.00 0.000 0.00 95 600 MM REINFORCED CONCRETE PIPE M 150.0000 6,900.00 0.000 0.00 96 80 MM PLASTIC PIPE (EDGE DRAIN) M 17.0000 25,500.00 825.600 14,035.20 97 GROSS SOLIDS REMOVAL DEVICE LS 40,000.0000 40,000.00 0.800 32,000.00 98 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 367.0000 11,377.00 0.000 0.00 99 450 MM CONCRETE FLARED END SECTION EA 962.0000 962.00 0.000 0.00 00 600 MM CONCRETE FLARED END SECTION EA 541.0000 1,623.00 0.000 0.00 01 750 MM CONCRETE FLARED END SECTION EA 663.0000 663.00 0.000 0.00 02 900 MM CONCRETE FLARED END SECTION EA 763.0000 763.00 0.000 0.00 03 900 MM REINFORCED CONCRETE PIPE RISER M 560.0000 4,088.00 3.700 2,072.00 PROGRAM CAS145 PAGE 5 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION M3 81.0000 2,592.00 57.240 4,636.44 (FACING, METHOD B) 05 CONCRETE (CHANNEL LINING) M3 300.0000 15,000.00 44.420 13,326.00 06 SLOPE PAVING (STAMPED CONCRETE) M2 110.0000 88,220.00 0.000 0.00 F) 07 MINOR CONCRETE (MISCELLANEOUS M3 250.0000 255,000.00 382.110 95,527.50 CONSTRUCTION) 08 MINOR CONCRETE (STAMPED CONCRETE) M2 35.0000 141,750.00 499.030 17,466.05 09 MISCELLANEOUS IRON AND STEEL KG 2.0000 9,800.00 1,128.000 2,256.00 SF) 10 MISCELLANEOUS METAL (BRIDGE) KG 3.4000 9,962.00 0.000 0.00 SF) 11 CHAIN LINK FENCE (TYPE CL-1.8) M 39.0000 10,920.00 295.000 11,505.00 S) 12 CHAIN LINK FENCE (TYPE CL - 1.8, M 64.0000 171,520.00 1,766.300 113,043.20 S) VINYL CLAD, 25 MM X 25 MM MESH) 13 1.8 M CHAIN LINK GATE (TYPE CL - 1.8, EA 1,000.0000 1,000.00 0.000 0.00 S) VINYL CLAD, 25 MM X 25 MM MESH) 14 2.4 M CHAIN LINK GATE (TYPE CL - 1.8, EA 900.0000 5,400.00 0.000 0.00 S) VINYL CLAD, 25 MM X 25 MM MESH) 15 DELINEATOR (CLASS 1) EA 40.0000 2,400.00 0.000 0.00 16 MILEPOST MARKER EA 75.0000 300.00 0.000 0.00 17 METAL BEAM GUARD RAILING M 74.0000 12,580.00 0.000 0.00 S) 18 CHAIN LINK RAILING (TYPE 7) M 170.0000 11,900.00 48.000 8,160.00 48.000 8,160.00 S) 19 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 180.0000 29,160.00 167.600 30,168.00 SF) 20 TUBULAR HANDRAILING M 180.0000 4,500.00 0.000 0.00 SF) 21 CONCRETE BARRIER (TYPE 26 MODIFIED) M 322.0000 59,892.00 186.000 59,892.00 F) 22 CABLE RAILING M 36.0000 8,280.00 165.000 5,940.00 S) 23 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 0.000 0.00 S) 24 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0.00 S) 25 CRASH CUSHION (REACT 9CBB) EA 43,000.0000 172,000.00 0.000 0.00 S) 26 CONCRETE BARRIER (TYPE 60) M 119.0000 135,660.00 45.500 5,414.50 45.500 5,414.50 S) 27 CONCRETE BARRIER (TYPE 60D) M 102.0000 15,300.00 77.000 7,854.00 S) 28 CONCRETE BARRIER (TYPE 60E) M 524.0000 31,440.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 736) M 212.0000 31,800.00 144.000 30,528.00 S) 30 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 4,800.00 170.260 5,107.80 S) PROGRAM CAS145 PAGE 6 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,900.00 409.000 1,227.00 S) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 200.00 59.000 118.00 S) (BROKEN 5.18 M - 2.14 M) 33 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 13,000.00 14,034.000 14,034.00 S) 34 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,000.00 74.000 148.00 S) 35 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,000.00 388.000 1,164.00 S) 36 SIGNAL AND LIGHTING (TEMPORARY) LS 140,000.0000 140,000.00 0.980 137,200.00 S) 37 SIGNAL AND LIGHTING (LOCATION 1) LS 84,000.0000 84,000.00 0.980 82,320.00 S) 38 SIGNAL AND LIGHTING (LOCATION 2) LS 102,000.0000 102,000.00 0.930 94,860.00 S) 39 LIGHTING (TEMPORARY) LS 30,000.0000 30,000.00 1.000 30,000.00 S) 40 LIGHTING (CITY STREET) LS 57,000.0000 57,000.00 0.860 49,020.00 S) 41 LIGHTING AND SIGN ILLUMINATION LS 92,000.0000 92,000.00 0.660 60,720.00 S) 42 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 1.000 3,000.00 S) 43 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 6,000.00 195.000 5,850.00 S) 44 SPRINKLER CONTROL CONDUIT (BRIDGE) M 30.0000 6,000.00 198.000 5,940.00 S) 45 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.440 3,960.00 S) 46 TRAFFIC MONITORING STATION LS 22,000.0000 22,000.00 0.000 0.00 S) 47 COMMUNICATION SYSTEM LS 120,000.0000 120,000.00 0.070 8,400.00 0.660 79,200.00 S) 48 RAMP METERING SYSTEM LS 46,000.0000 46,000.00 0.560 25,760.00 S) 49 REMOVE EXISTING SIGNAL SYSTEM LS 2,000.0000 2,000.00 0.950 1,900.00 S) 50 MODIFY SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 S) 51 MODIFY SIGNAL AND LIGHTING (STAGE 1) LS 13,000.0000 13,000.00 0.290 3,770.00 S) 52 MODIFY SIGNAL AND LIGHTING (STAGE 2) LS 21,000.0000 21,000.00 0.000 0.00 S) 53 MODIFY SIGNAL AND LIGHTING (STAGE 3) LS 15,000.0000 15,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 02/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091804 TIME 01:12 PM ESTIMATE NO. 29 BID OPENING 09/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/05 R.E. NAME: CARDENAS, VICTOR DATE OF THIS ESTIMATE 02/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 306,430.48 8,795,255.45 ADJUSTMENT OF COMPENSATION 0.00 192,356.76 EXTRA WORK 32,875.35 527,004.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 339,305.83 9,514,616.63 54 MOBILIZATION LS 1350,000.0000 1,350,000.00 1.000 1,350,000.00 ORIGINAL CONTRACT AMOUNT 13,520,701.00 TOTAL WORK COMPLETED 339,305.83 10,864,616.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,084.71 -61,589.30 TOTAL 344,390.54 10,803,027.33 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 10/29/02 720 01/02/03 11/13/02 06/08/06 400 160 9 0 75% 84% PROGRESS IS SATISFACTORY CARDENAS, VICTOR RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/23/05