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 02/25/05 EST. NO.17 TIME 11:07 AM R.E. NAME: MORALES, ANGEL 11-064904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/25/05 EST. NO.17 TIME 11:07 AM R.E. NAME: MORALES, ANGEL 11-064904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE REF#8 01-13 -200.00 06 OUT-OF-SPEC CONC SE -888.62 11 RESTAKING 8.1-40 -1,700.00 17 RESTAKING 8.1-41 -680.00 17 -2,380.00 -3,468.62 LABOR COMPLIANCE VIOLATION O/S PRS NOV -10,000.00 02 PRS NOV CORRECTION 10,000.00 03 O/S PRS JAN -10,000.00 05 O/S PRS FEB -10,000.00 06 O/S PRS MARCH -10,000.00 07 O/S PRS APRIL -10,000.00 08 PRS RECD JAN 10,000.00 08 PRS RECD FEB 10,000.00 08 PRS RECD MARCH 10,000.00 08 O/S PRS MAY -10,000.00 09 PRS RECD APRIL 10,000.00 10 O/S PRS JULY -10,000.00 11 PRS RECD MAY 10,000.00 11 O/S PRS AUG -10,000.00 12 PRS RECD JULY 10,000.00 13 O/S PRS OCT -10,000.00 14 O/S PRS NOV -10,000.00 15 O/S PRS DEC -7,706.80 16 O/S PRS JAN -10,000.00 17 -10,000.00 -47,706.80 TOTAL DEDUCTIONS -12,380.00 -51,175.42 PROGRAM CAS145 PAGE 1 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 LOCATION RERUN PROGRESS ESTIMATE 11-SD-15-R6.4/R7.5 ----------------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO TOM TISCHER, PROJECT MANAGER FROM 0.5 KM NORTH OF ROUTE 15 AND 8 2585 BUSINESS PARK DRIVE SEPARATION TO 1.1 KM NORTH OF VISTA, CA 92081-8831 FRIARS ROAD OVERCROSSING FED. AID NO. ACNH-015 -4(189)6N ,I-015 -4(189)6N 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) LS 9,000.0000 9,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 348,000.00 13.000 15,600.00 290.000 348,000.00 03 TEMPORARY FENCE (TYPE ESA) M 8.0000 6,320.00 798.120 6,384.96 04 SWEEPER EA 80,000.0000 80,000.00 1.000 80,000.00 1.955 156,400.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.045 900.00 1.000 20,000.00 07 TEMPORARY EROSION CONTROL M2 0.5000 2,960.00 0.000 0.00 S) 08 TEMPORARY GRAVEL BAGS EA 6.0000 840.00 100.000 600.00 925.000 5,550.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 1.000 3,000.00 3.000 9,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 9,000.0000 36,000.00 0.250 2,250.00 2.000 18,000.00 11 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.008 80.00 0.825 8,250.00 S) 12 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.045 6,750.00 1.000 150,000.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 34,790.00 22,651.000 79,278.50 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 35.0000 840.00 50.900 1,781.50 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,300.00 0.000 0.00 S) (LEFT IN PLACE) 16 TEMPORARY PAVEMENT MARKER EA 3.5000 13,090.00 4,827.000 16,894.50 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 48,000.00 0.108 864.00 5.400 43,200.00 S) 18 TEMPORARY RAILING (TYPE K) M 28.0000 109,760.00 4,121.283 115,395.92 S) 19 TRAFFIC PLASTIC DRUM EA 22.0000 1,474.00 59.000 1,298.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 190.0000 11,210.00 10.000 1,900.00 197.000 37,430.00 S) 21 TEMPORARY CRASH CUSHION EA 6,000.0000 30,000.00 5.000 30,000.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 11,400.00 43.800 876.00 613.800 12,276.00 PROGRAM CAS145 PAGE 2 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE (YELLOW) M2 42.0000 10,080.00 127.100 5,338.20 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 4,080.00 306.160 3,673.92 MARKING 25 REMOVE CHANNELIZERS EA 2.0000 220.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 4.000 600.00 14.000 2,100.00 27 REMOVE SIGN STRUCTURE EA 4,800.0000 14,400.00 3.000 14,400.00 28 REMOVE CULVERT M 1,300.0000 3,900.00 3.000 3,900.00 29 REMOVE INLET EA 500.0000 2,000.00 4.000 2,000.00 30 REMOVE JUNCTION BOX EA 900.0000 900.00 1.000 900.00 31 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 99.600 7,968.00 99.600 7,968.00 S) 32 RECONSTRUCT SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0.00 33 RESET ROADSIDE SIGN EA 250.0000 3,000.00 9.000 2,250.00 9.000 2,250.00 34 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 1.000 250.00 1.000 250.00 35 ADJUST FRAME AND GRATE TO GRADE EA 2,000.0000 4,000.00 2.000 4,000.00 36 MODIFY SIGN STRUCTURE EA 3,000.0000 6,000.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 26.0000 6,500.00 310.900 8,083.40 1,301.440 33,837.44 S) (30 MM MAXIMUM) 38 REMOVE CONCRETE CURB M 26.0000 7,540.00 276.500 7,189.00 39 REMOVE CONCRETE BARRIER (TYPE 50C) M 50.0000 19,000.00 400.090 20,004.50 40 REMOVE CONCRETE BARRIER (TYPE 25A) M 150.0000 4,500.00 30.400 4,560.00 41 BRIDGE REMOVAL (PORTION) LS 18,000.0000 18,000.00 1.000 18,000.00 42 CLEARING AND GRUBBING LS 5,580.0000 5,580.00 1.000 5,580.00 43 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 0.045 202.50 1.000 4,500.00 44 ROADWAY EXCAVATION M3 20.0000 163,200.00 8,820.710 176,414.20 45 LEAD COMPLIANCE PLAN LS 4,600.0000 4,600.00 1.000 4,600.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 152.0000 13,376.00 88.000 13,376.00 F) 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 26.0000 143,780.00 5,530.000 143,780.00 SF) 48 STRUCTURE BACKFILL (BRIDGE) M3 58.0000 4,988.00 86.000 4,988.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 181,160.00 4,529.000 181,160.00 SF) PROGRAM CAS145 PAGE 3 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL (RETAINING M3 42.0000 22,512.00 536.000 22,512.00 SF)WALL) 51 HIGHWAY PLANTING LS 23,000.0000 23,000.00 0.000 0.00 S) 52 IMPORTED TOPSOIL M3 20.0000 11,000.00 316.170 6,323.40 53 FIBER (EROSION CONTROL) KG 1.0000 720.00 0.000 0.00 S) 54 FIBER ROLLS (TYPE 1) M 9.0000 6,120.00 993.140 8,938.26 S) 55 FIBER ROLLS (TYPE 2) M 31.0000 20,770.00 677.020 20,987.62 56 COMPOST (EROSION CONTROL) KG 1.0000 770.00 0.000 0.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 1,540.00 0.000 0.00 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 120.00 0.000 0.00 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 216.00 0.000 0.00 S) 60 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 54,000.0000 54,000.00 0.000 0.00 S) 62 200 MM CONDUIT (DIRECTIONAL BORE) M 420.0000 17,640.00 40.000 16,800.00 63 EXTEND 200 MM CONDUIT M 470.0000 2,350.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE M3 40.0000 176,000.00 1,862.298 74,491.92 65 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 600.00 0.000 0.00 66 ASPHALT CONCRETE (TYPE A) TONN 85.0000 129,200.00 499.030 42,417.55 991.960 84,316.60 67 ASPHALT CONCRETE BASE (TYPE A) TONN 67.0000 147,400.00 787.460 52,759.82 1,936.140 129,721.38 68 PLACE ASPHALT CONCRETE DIKE M 11.0000 4,840.00 0.000 0.00 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 1,560.00 0.000 0.00 AREA) 70 CONCRETE PAVEMENT M3 201.0000 349,740.00 754.896 151,734.10 1,694.147 340,523.55 71 SEAL PAVEMENT JOINT M 16.0000 7,520.00 899.200 14,387.20 72 FURNISH PILING (CLASS 625) (ALT Y) M 30.0000 7,380.00 218.980 6,569.40 73 DRIVE PILE (CLASS 625) (ALT Y) EA 3,400.0000 47,600.00 14.000 47,600.00 S) 74 2.1 M PERMANENT STEEL CASING M 1,800.0000 36,000.00 19.050 34,290.00 S) 75 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 70,000.00 19.050 66,675.00 S) PILING 76 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 150,500.00 47.880 167,580.00 S) PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 4 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PRESTRESSING CAST-IN-PLACE CONCRETE LS 26,000.0000 26,000.00 1.000 26,000.00 S) 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 9,000.00 18.000 9,000.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 1,020.0000 377,400.00 370.000 377,400.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 90,000.00 225.000 90,000.00 F) 81 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 2,800.00 1.160 812.00 5.160 3,612.00 F) (TYPE EQ) 82 CLASS 2 CONCRETE (RETAINING WALL) M3 330.0000 524,700.00 1,634.180 539,279.40 83 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 32,000.00 1.950 1,950.00 26.025 26,025.00 F) 84 ANTI-GRAFFITI COATING M2 10.0000 17,300.00 831.660 8,316.60 1,407.590 14,075.90 85 COBBLESTONE TEXTURE M2 24.0000 33,600.00 1,448.700 34,768.80 86 RIPPED TEXTURE (ROPE) M2 85.0000 12,750.00 150.000 12,750.00 F) 87 DRILL AND BOND DOWEL M 85.0000 9,350.00 27.940 2,374.90 88 JOINT SEAL (MR 30 MM) M 310.0000 1,550.00 0.000 0.00 S) 89 JOINT SEAL (MR 50 MM) M 310.0000 2,170.00 0.000 0.00 S) 90 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 102,925.00 89,500.000 102,925.00 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 153,004.00 76,502.000 153,004.00 SF) 92 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 148,000.00 23,969.000 119,845.00 SF) 93 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 29,500.00 23,969.000 23,969.00 SF) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 28,740.00 1,120.000 6,720.00 SF) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 4,790.00 1,120.000 1,120.00 SF) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 400.00 0.000 0.00 SF) 97 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 8.980 8,980.00 17.580 17,580.00 S) CONCRETE PILE (SIGN FOUNDATION) 98 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 40,800.00 33.500 40,200.00 S) CONCRETE PILE (SIGN FOUNDATION) 99 METAL (BARRIER MOUNTED SIGN) KG 50.0000 5,000.00 0.000 0.00 00 ROADSIDE SIGN - ONE POST EA 275.0000 2,750.00 3.000 825.00 3.000 825.00 01 ROADSIDE SIGN - TWO POST EA 400.0000 1,600.00 1.000 400.00 3.000 1,200.00 02 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,040.00 0.000 0.00 METHOD) 03 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 10,625.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST 05 PREPARE AND STAIN CONCRETE M2 27.0000 37,800.00 913.030 24,651.81 1,376.730 37,171.71 06 450 MM REINFORCED CONCRETE PIPE M 140.0000 16,800.00 111.700 15,638.00 07 600 MM REINFORCED CONCRETE PIPE M 410.0000 20,500.00 45.890 18,814.90 08 900 MM REINFORCED CONCRETE PIPE M 420.0000 1,680.00 6.400 2,688.00 09 300 MM BITUMINOUS COATED CORRUGATED M 310.0000 3,100.00 0.000 0.00 STEEL PIPE DOWNDRAIN 10 600 MM BITUMINOUS COATED CORRUGATED M 375.0000 3,750.00 1.600 600.00 STEEL PIPE DOWNDRAIN 11 GRATED LINE DRAIN M 220.0000 15,400.00 9.000 1,980.00 12 ROCK SLOPE PROTECTION M3 180.0000 1,800.00 10.024 1,804.32 (FACING, METHOD B) 13 MINOR CONCRETE (CURB) M3 700.0000 47,600.00 9.840 6,888.00 77.329 54,130.30 14 MINOR CONCRETE (COLORED) M3 600.0000 48,600.00 17.580 10,548.00 17.580 10,548.00 15 MINOR CONCRETE (PATTERNED) M2 23.0000 12,420.00 117.230 2,696.29 117.230 2,696.29 16 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,890.00 148.000 444.00 444.000 1,332.00 SF) 17 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 900.00 100.000 900.00 SF) 18 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 25) M 160.0000 15,680.00 25.000 4,000.00 F) 20 CONCRETE BARRIER (TYPE 50C) M 210.0000 79,800.00 355.000 74,550.00 21 CONCRETE BARRIER (TYPE 50E) M 560.0000 14,000.00 64.500 36,120.00 22 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 0.000 0.00 S) 23 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 6,600.00 0.000 0.00 S) 24 CRASH CUSHION (REACT 9SCBS) EA 46,000.0000 46,000.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 60D) M 160.0000 18,400.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 732A) M 140.0000 41,440.00 210.000 29,400.00 F) 27 CONCRETE BARRIER (TYPE 736A) M 130.0000 62,400.00 120.000 15,600.00 240.000 31,200.00 28 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,150.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,030.00 0.000 0.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,770.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 6 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 9,030.00 0.000 0.00 S) 33 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 3,450.00 0.000 0.00 S) 34 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,930.00 0.000 0.00 S) 35 SIGNAL AND LIGHTING LS 82,000.0000 82,000.00 0.840 68,880.00 S) 36 LIGHTING AND SIGN ILLUMINATION LS 71,000.0000 71,000.00 0.020 1,420.00 0.830 58,930.00 S) 37 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,000.0000 6,000.00 0.000 0.00 S) 38 TRAFFIC MONITORING STATION (COUNT) LS 18,000.0000 18,000.00 0.420 7,560.00 S) 39 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.580 6,960.00 S) 40 RAMP METERING SYSTEM (LOCATION 2) LS 49,000.0000 49,000.00 0.820 40,180.00 S) PROGRAM CAS145 PAGE 7 DATE 02/25/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 11:07 AM ESTIMATE NO. 17 BID OPENING 06/26/03 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: MORALES, ANGEL DATE OF THIS ESTIMATE 02/25/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 462,617.07 4,875,132.49 ADJUSTMENT OF COMPENSATION 0.00 18,894.42 EXTRA WORK 0.00 115,921.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 462,617.07 5,009,948.03 41 MOBILIZATION LS 537,000.0000 537,000.00 1.000 537,000.00 ORIGINAL CONTRACT AMOUNT 5,889,230.00 TOTAL WORK COMPLETED 462,617.07 5,546,948.03 MATERIALS ON HAND ON SITE 12,067.19 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,380.00 -51,175.42 TOTAL 450,237.07 5,507,839.80 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 09/04/03 540 11/03/03 09/19/03 03/16/05 296 60 13 8 87% 95% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO MORALES, ANGEL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/05