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 03/24/05 EST. NO.19 TIME 04:17 PM R.E. NAME: MAHDAVI, SAEED 12-086204 --------------------------------------------------------------------------- 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 0054 1,526.18 E.W. @ F.A.(+) 011704 N 0273.0 0056 1,046.23 021405 N 0279.0 0057 2,021.36 021505 N 0280.0 0058 305.21 030405 N 0281.0 002 0008 685.52 E.W. @ F.A.(+) 021605 N 0275.0 0009 2,247.21 021705 N 0276.0 0010 2,185.90 030205 N 0277.0 020 0001 3,564.40 E.W. @ U.P (+) 021805 N 1 0 0002 4,304.10 A.C. @ L.S.(+) 021805 N 2 0 023 0002 662.75 E.W. @ F.A.(+) 081804 N 0220.0 0003 779.89 081904 N 0221.0 0004 1,083.93 082004 N 0222.0 0005 1,250.80 082304 N 0223.0 0006 1,250.80 082404 N 0224.0 0007 1,250.80 082504 N 0225.0 0008 1,250.80 082604 N 0226.0 0009 1,250.80 082704 N 0227.0 0010 538.51 030805 N 0282.0 030 0003 5,043.43 A.C. @ U.P.(+) 022205 N 3 0 32,248.62 TOTAL THIS ESTIMATE 224,045.92 TOTAL PREVIOUS ESTIMATE 256,294.54 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 03/24/05 EST. NO.19 TIME 04:17 PM R.E. NAME: MAHDAVI, SAEED 12-086204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-405-5.9/7.7 ----------------------- ORTIZ ENTERPRISES IN ORANGE COUNTY IN IRVINE FROM 6 CUSHING, STE. 200 0.2 KM NORTH OF CULVER DRIVE IRVINE, CA 92618 OVERCROSSING TO 0.2 KM SOUTH OF MACARTHUR BOULEVARD OVERCROSSING FED. AID NO. ACNH-405 -2(903)98E,I-405 -2(903)98E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.050 250.00 0.905 4,525.00 02 TIME-RELATED OVERHEAD WDAY 2,571.0000 899,850.00 14.000 35,994.00 352.000 904,992.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 2,200.00 179.100 3,582.00 04 TEMPORARY FENCE (TYPE ESA) M 4.0000 560.00 140.000 560.00 05 PREPARE STORM WATER POLLUTION LS 3,700.0000 3,700.00 1.000 3,700.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 32,000.0000 32,000.00 0.050 1,600.00 0.920 29,440.00 07 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.050 650.00 1.000 13,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000.00 S) 09 TYPE III BARRICADE EA 75.0000 150.00 2.000 150.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,435.00 58.000 2,030.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000.00 12 TEMPORARY RAILING (TYPE K) M 20.0000 84,600.00 4,580.392 91,607.84 13 TEMP CRASH CUSHION MODULE EA 7,000.0000 49,000.00 4.000 28,000.00 S) (TYPE ADIEM) 14 TEMPORARY TRAFFIC SCREEN M 2.0000 8,460.00 3,759.810 7,519.62 S) 15 REMOVE CHAIN LINK FENCE M 12.0000 3,600.00 165.600 1,987.20 16 REMOVE CHAIN LINK RAILING (TYPE 7) M 20.0000 2,500.00 125.000 2,500.00 17 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 10,557.00 7,255.230 12,333.89 8,304.610 14,117.84 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 11,526.00 4,688.310 7,970.13 STRIPE 19 REMOVE PAINTED TRAFFIC STRIPE M 1.3000 11,037.00 13,451.430 17,486.86 18,105.500 23,537.15 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,740.00 764.400 1,528.80 5,035.250 10,070.50 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 2,100.00 19.320 579.60 62.950 1,888.50 22 REMOVE PAVEMENT MARKER EA 1.0000 10,400.00 21,493.000 21,493.00 27,424.000 27,424.00 PROGRAM CAS145 PAGE 2 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 2,850.00 10.000 1,500.00 24 REMOVE SIGN STRUCTURE EA 4,000.0000 20,000.00 3.000 12,000.00 25 REMOVE PIPE M 70.0000 4,900.00 69.500 4,865.00 26 REMOVE INLET EA 800.0000 2,400.00 3.000 2,400.00 27 REMOVE HEADWALL EA 900.0000 3,600.00 4.000 3,600.00 28 REMOVE ROCK SLOPE PROTECTION M3 20.0000 1,700.00 84.600 1,692.00 29 REMOVE ASPHALT CONCRETE SURFACING M2 15.0000 5,160.00 344.000 5,160.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 22,500.00 114.300 17,145.00 (WOOD POST) 31 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 300.00 1.000 150.00 1.000 150.00 32 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 1,050.00 3.000 1,050.00 3.000 1,050.00 33 ADJUST INLET EA 1,200.0000 1,200.00 1.000 1,200.00 34 REMOVE CONCRETE CURB M 5.0000 1,350.00 277.410 1,387.05 35 REMOVE CONCRETE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 36 REMOVE CONCRETE (CHANNEL) M3 40.0000 1,360.00 78.758 3,150.32 37 BRIDGE REMOVAL, LOCATION A LS 30,000.0000 30,000.00 1.000 30,000.00 38 BRIDGE REMOVAL, LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION B LS 24,000.0000 24,000.00 1.000 24,000.00 40 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 1.000 63,000.00 41 ROADWAY EXCAVATION M3 13.0000 185,900.00 19,867.082 258,272.07 42 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 4,520.00 113.000 4,520.00 F) 44 STRUCTURE EXCAVATION (TYPE A) M3 250.0000 26,250.00 105.000 26,250.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 15.0000 39,600.00 2,560.950 38,414.25 46 STRUCTURE EXCAVATION (TIEBACK WALL) M3 14.0000 13,874.00 991.000 13,874.00 F) 47 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 6,500.00 65.000 6,500.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 88,500.00 1,618.090 80,904.50 49 STRUCTURE BACKFILL (TIEBACK WALL) M3 35.0000 6,860.00 196.000 6,860.00 F) PROGRAM CAS145 PAGE 3 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 8,750.00 250.000 8,750.00 WALL) 51 IMPORTED BORROW M3 0.1000 11.00 110.000 11.00 110.000 11.00 52 HIGHWAY PLANTING LS 9,000.0000 9,000.00 0.200 1,800.00 0.200 1,800.00 S) 53 STRAW (EROSION CONTROL) TONN 400.0000 3,200.00 0.000 0.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 3,960.00 0.000 0.00 S) 55 PURE LIVE SEED (EROSION CONTROL) KG 120.0000 4,800.00 0.000 0.00 S) 56 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 840.00 0.000 0.00 S) 57 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 750.00 0.000 0.00 S) 58 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.000 0.00 S) 59 MAINTAIN EXISTING IRRIGATION FACILITIES LS 18,000.0000 18,000.00 0.100 1,800.00 1.000 18,000.00 S) 60 IRRIGATION SYSTEM LS 58,000.0000 58,000.00 0.500 29,000.00 0.900 52,200.00 S) 61 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 19,000.00 104.000 20,800.00 S) 62 250 MM WELDED STEEL PIPE CONDUIT M 200.0000 17,200.00 138.380 27,676.00 S) (6.35 MM THICK) 63 EXTEND 150 MM CONDUIT M 150.0000 18,000.00 13.870 2,080.50 45.890 6,883.50 SF) 64 CLASS 2 AGGREGATE SUBBASE M3 17.0000 51,000.00 4,065.758 69,117.89 65 CLASS 2 AGGREGATE BASE M3 20.0000 76,000.00 6,542.355 130,847.10 66 LEAN CONCRETE BASE M3 85.0000 129,200.00 1,642.110 139,579.35 67 CEMENT TREATED PERMEABLE BASE M3 70.0000 64,400.00 1,091.990 76,439.30 68 ASPHALT CONCRETE (TYPE A) TONN 45.0000 580,500.00 96.186 4,328.37 12,825.162 577,132.29 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 12,800.00 665.000 13,300.00 665.000 13,300.00 AREA) 70 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 7.0000 672.00 34.140 238.98 71.020 497.14 71 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 266.00 39.320 275.24 39.320 275.24 72 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 5,670.00 44.190 309.33 440.730 3,085.11 73 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 406.00 403.550 2,824.85 427.930 2,995.51 74 LIQUID ASPHALT (PRIME COAT) TONN 350.0000 10,150.00 8.585 3,004.75 29.000 10,150.00 75 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,500.0000 36,000.00 23.970 35,955.00 S) PILING 76 FURNISH PILING (CLASS 625C) M 50.0000 17,750.00 370.900 18,545.00 PROGRAM CAS145 PAGE 4 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 625C) EA 2,500.0000 70,000.00 28.000 70,000.00 S) 78 356 MM CAST-IN-DRILLED HOLE CONCRETE M 100.0000 17,000.00 171.930 17,193.00 PILING (BARRIER) 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 15,000.0000 15,000.00 1.000 15,000.00 S) 80 TIEBACK ANCHOR EA 875.0000 157,500.00 182.000 159,250.00 S) 81 SEAL COURSE CONCRETE M3 150.0000 2,250.00 15.000 2,250.00 F) 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 13,250.00 53.000 13,250.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 930.0000 249,240.00 268.000 249,240.00 F) 84 STRUCTURE CONCRETE, RETAINING WALL M3 250.0000 20,000.00 85.050 21,262.50 (SOUND WALL) 85 STRUCTURAL CONCRETE (RETAINING WALL) M3 205.0000 239,850.00 1,160.660 237,935.30 86 STRUCTURAL CONCRETE, TIE BACK WALL M3 650.0000 96,850.00 149.000 96,850.00 F) 87 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 11,400.00 19.000 11,400.00 F) (TYPE N) 88 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 18,000.00 0.386 579.00 16.434 24,651.00 89 FRACTURED RIB TEXTURE (PATTERNED) M2 30.0000 46,350.00 1,558.680 46,760.40 F) 90 DRILL AND BOND DOWEL M 60.0000 1,320.00 22.000 1,320.00 91 CORE CONCRETE (51 MM - 100 MM) EA 500.0000 2,500.00 5.000 2,500.00 5.000 2,500.00 92 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 12,900.00 86.000 12,900.00 SF) 93 SOUND WALL (MASONRY BLOCK) M2 106.0000 108,120.00 1,020.000 108,120.00 S) 94 JOINT SEAL (MR 30 MM) M 120.0000 960.00 8.400 1,008.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 45,960.00 38,300.000 45,960.00 SF) 96 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 88,500.00 35,400.000 88,500.00 SF) 97 BAR REINFORCING STEEL, RETAINING WALL KG 5.0000 17,600.00 3,520.000 17,600.00 SF)(SOUND WALL) 98 BAR REINFORCING STEEL (TIEBACK WALL) KG 1.2000 55,440.00 46,200.000 55,440.00 SF) 99 SHOTCRETE M3 340.0000 57,120.00 168.000 57,120.00 F) 00 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 17,700.00 2,950.000 17,700.00 SF)WITH WALKWAY) 01 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 8,850.00 2,950.000 8,850.00 SF)WITH WALKWAY) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 105,700.00 21,140.000 105,700.00 SF) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 21,140.00 21,140.000 21,140.00 SF) PROGRAM CAS145 PAGE 5 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 920 MM CAST-IN-DRILLED-HOLE M 850.0000 34,000.00 40.000 34,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 220.0000 2,200.00 11.000 2,420.00 13.000 2,860.00 06 ROADSIDE SIGN - TWO POST EA 620.0000 4,340.00 3.000 1,860.00 3.000 1,860.00 07 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 4.000 600.00 4.000 600.00 METHOD) 08 INSTALL SIGN PANEL ON EXISTING FRAME M2 130.0000 4,030.00 31.000 4,030.00 09 450 MM REINFORCED CONCRETE PIPE M 200.0000 7,000.00 31.700 6,340.00 10 600 MM REINFORCED CONCRETE PIPE M 200.0000 4,000.00 23.540 4,708.00 11 450 MM CORRUGATED STEEL PIPE M 200.0000 4,400.00 27.700 5,540.00 (2.01 MM THICK) 12 80 MM PLASTIC PIPE (EDGE DRAIN) M 10.0000 14,600.00 1,460.800 14,608.00 13 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 11,000.00 221.000 11,050.00 14 FILTER FABRIC M2 1.0000 1,750.00 1,492.560 1,492.56 15 GRATED LINE DRAIN M 160.0000 12,800.00 152.000 24,320.00 252.000 40,320.00 16 450 MM CONCRETE FLARED END SECTION EA 700.0000 1,400.00 2.000 1,400.00 17 600 MM CONCRETE FLARED END SECTION EA 1,100.0000 1,100.00 1.000 1,100.00 18 MINOR CONCRETE (BACKFILL) M3 200.0000 1,400.00 6.582 1,316.40 19 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 50.0000 5,300.00 97.410 4,870.50 20 SLOPE PAVING (CONCRETE) M3 300.0000 5,100.00 17.000 5,100.00 F) 21 ROCK SLOPE PROTECTION FABRIC M2 2.0000 280.00 170.000 340.00 22 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 12,800.00 30.940 12,376.00 CONSTRUCTION) 23 MINOR CONCRETE (GUTTER) M 70.0000 3,360.00 48.000 3,360.00 F) 24 MISCELLANEOUS IRON AND STEEL KG 3.0000 3,570.00 444.000 1,332.00 1,184.000 3,552.00 S) 25 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 11,853.00 1,317.000 11,853.00 SF) 26 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 1,350.00 0.000 0.00 27 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 28 DELINEATOR (CLASS 1) EA 45.0000 2,115.00 30.000 1,350.00 30.000 1,350.00 29 GUARD RAILING DELINEATOR EA 25.0000 500.00 20.000 500.00 20.000 500.00 S) 30 OBJECT MARKER (TYPE L-1) EA 50.0000 50.00 1.000 50.00 1.000 50.00 S) PROGRAM CAS145 PAGE 6 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK RAILING (TYPE 3) MODIFIED M 400.0000 50,000.00 125.000 50,000.00 32 CONCRETE BARRIER (TYPE 25) M 130.0000 12,220.00 94.000 12,220.00 F) 33 CONCRETE BARRIER (TYPE 25A) M 120.0000 82,800.00 690.000 82,800.00 S) 34 CABLE RAILING M 30.0000 3,990.00 133.000 3,990.00 SF) 35 TERMINAL SECTION (TYPE B) EA 120.0000 600.00 4.000 480.00 4.000 480.00 36 CONCRETE BARRIER (TYPE 60D) M 90.0000 17,640.00 196.000 17,640.00 F) 37 CONCRETE BARRIER (TYPE 736 MODIFIED) M 170.0000 3,060.00 18.000 3,060.00 F) 38 CONCRETE BARRIER (TYPE 736S) M 130.0000 11,830.00 91.000 11,830.00 39 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 3,630.00 111.460 3,678.18 125.580 4,144.14 S) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 9,240.00 9,241.000 9,241.00 9,612.240 9,612.24 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,030.00 515.000 1,030.00 530.240 1,060.48 S) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,660.00 1,330.000 2,660.00 1,330.000 2,660.00 S) (BROKEN 3.66 M - 0.92 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 780.00 773.000 773.00 893.760 893.76 S) (BROKEN 5.18 M - 2.14 M) 44 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,780.00 885.000 1,770.00 885.000 1,770.00 S) (BROKEN 10.98 M - 3.66 M) 45 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 20,160.00 15,283.000 9,169.80 47,837.910 28,702.75 S) 46 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,630.00 885.000 1,327.50 4,261.000 6,391.50 S) 47 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 19,740.00 2,161.000 7,563.50 3,979.000 13,926.50 S) 48 SIGN ILLUMINATION LS 12,000.0000 12,000.00 0.420 5,040.00 0.916 10,992.00 S) 49 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 0.516 5,160.00 0.852 8,520.00 S) 50 LIGHTING AND SIGN ILLUMINATION LS 35,000.0000 35,000.00 0.014 490.00 0.996 34,860.00 S) (LOCATION 1) 51 LIGHTING AND SIGN ILLUMINATION LS 108,000.0000 108,000.00 0.100 10,800.00 1.000 108,000.00 S) (LOCATION 2) 52 LIGHTING AND SIGN ILLUMINATION LS 8,000.0000 8,000.00 0.166 1,328.00 0.910 7,280.00 S) (LOCATION 3) 53 COMMUNICATION SYSTEM LS 218,000.0000 218,000.00 0.133 28,994.00 0.902 196,636.00 S) 54 COMMUNICATION SYSTEM (TEMPORARY) LS 80,000.0000 80,000.00 0.850 68,000.00 S) 55 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 4,750.00 95.000 4,750.00 S) 56 TRAFFIC MONITORING STATION LS 13,000.0000 13,000.00 0.747 9,711.00 0.871 11,323.00 S) 57 CLOSED CIRCUIT TELEVISION SYSTEM LS 36,000.0000 36,000.00 0.473 17,028.00 0.911 32,796.00 S) PROGRAM CAS145 PAGE 7 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.137 5,480.00 0.916 36,640.00 S) 59 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.254 8,890.00 0.904 31,640.00 S) 60 RAMP METERING SYSTEM (LOCATION 3) LS 8,000.0000 8,000.00 0.403 3,224.00 0.650 5,200.00 S) 61 SYSTEM TESTING AND DOCUMENTATION LS 25,000.0000 25,000.00 0.500 12,500.00 0.750 18,750.00 S) PROGRAM CAS145 PAGE 8 DATE 03/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-086204 TIME 04:17 PM ESTIMATE NO. 19 BID OPENING 06/19/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/05 R.E. NAME: MAHDAVI, SAEED DATE OF THIS ESTIMATE 03/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 337,138.15 5,580,080.43 ADJUSTMENT OF COMPENSATION 9,347.53 73,159.76 EXTRA WORK 22,901.09 183,134.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 369,386.77 5,836,374.97 62 MOBILIZATION LS 535,583.0000 535,583.00 1.000 535,583.00 ORIGINAL CONTRACT AMOUNT 6,000,435.00 TOTAL WORK COMPLETED 369,386.77 6,371,957.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 369,386.77 6,371,957.97 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 07/21/03 471 08/25/03 08/05/03 09/14/05 342 47 0 14 95% 93% PROGRESS IS SATISFACTORY MAHDAVI, SAEED RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/05