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 07/18/03 EST. NO.19 TIME 12:18 PM R.E. NAME: SCOTT HISLOP 04-226124 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0001 5,800.00 E.W. @ L.S.(+) 071703 N 0001 0 016 0001 51,000.00 E.W. @ L.S.(+) 071703 N 0001 0 017 0030 11,970.00 A.C. @ U.P.(+) 071703 N 0001 0 019 0001 -150.00 A.C. @ L.S.(-) 041703 N 0001 0 020 0001 -74,000.00 A.C. @ L.S.(-) 052903 N 0001 0 021 0001 74,895.00 E.W. @ L.S.(+) 071703 N 0001 0 69,515.00 TOTAL THIS ESTIMATE 458,802.30 TOTAL PREVIOUS ESTIMATE 528,317.30 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 07/18/03 EST. NO.19 TIME 12:18 PM R.E. NAME: SCOTT HISLOP 04-226124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP VIOLATION -104,107.63 09 WPCP VIOLATION 104,107.63 10 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 04 PAYROLLS SUBMITTED 10,000.00 05 APPRTC CERT. MISSING -10,000.00 06 OT UNPAID ON PAYROLL -10,000.00 08 UNPAID ON PAYROLL 10,000.00 09 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 LOCATION PROGRESS ESTIMATE 04-MRN-101-8.4/9.7 ----------------- DIABLO CONTRACTORS, INC. IN MARIN COUNTY IN LARKSPUR, CORTE MADERA AND SAN RAFAEL FROM CORTE MADERA CREEK BRIDGE TO ROUTE 580 AND 101 SEPARATION FED. AID NO. ACNH-P101(992)E ,CML-6204(42)E CONSTRUCT HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.048 480.00 0.862 8,620.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 666,000.00 19.000 34,200.00 328.000 590,400.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 20.0000 8,400.00 355.000 7,100.00 04 TEMPORARY COVER LS 5,000.0000 5,000.00 0.900 4,500.00 05 TEMPORARY CONCRETE WASHOUT FACILITY LS 1,000.0000 1,000.00 0.660 660.00 06 TEMPORARY ENTRANCE/EXIT EA 1,500.0000 6,000.00 5.000 7,500.00 07 TEMPORARY EROSION CONTROL M2 2.0000 6,500.00 2,775.000 5,550.00 S) 08 TEMPORARY SILT FENCE M 15.0000 17,250.00 571.000 8,565.00 09 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.333 4,995.00 S) 10 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.500 25,000.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 15,800.00 5,168.000 5,168.00 11,524.500 11,524.50 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,600.00 131.000 3,930.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 1.000 10,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 50.0000 329,000.00 2,087.300 104,365.00 5,238.800 261,940.00 16 TEMPORARY CRASH CUSHION MODULE EA 270.0000 27,000.00 81.000 21,870.00 S) 17 ABANDON CULVERT EA 100.0000 700.00 1.000 100.00 18 REMOVE METAL BEAM GUARD RAILING M 30.0000 6,600.00 35.000 1,050.00 220.400 6,612.00 19 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 52,500.00 1,299.580 45,485.30 1,314.580 46,010.30 20 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 10,140.00 2,422.900 7,268.70 3,636.400 10,909.20 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,310.00 340.000 1,020.00 2,700.330 8,100.99 22 REMOVE YELLOW THERMOPLASTIC M 5.0000 10,600.00 4,259.600 21,298.00 4,259.600 21,298.00 TRAFFIC STRIPE PROGRAM CAS145 PAGE 2 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 8,230.00 1,907.000 1,907.00 4,828.000 4,828.00 24 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 25 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 (STRAP AND SADDLE BRACKET METHOD) 26 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 2.000 10,000.00 27 REMOVE ASPHALT CONCRETE (AC DITCH) M2 5.0000 800.00 157.000 785.00 28 REMOVE ASPHALT CONCRETE DIKE M 5.0000 125.00 150.000 750.00 29 REMOVE CULVERT M 100.0000 48,000.00 4.000 400.00 30 REMOVE INLET EA 300.0000 5,100.00 7.000 2,100.00 11.000 3,300.00 31 REMOVE DOWNDRAIN M 200.0000 5,800.00 29.000 5,800.00 32 RECONSTRUCT CHAIN LINK FENCE M 70.0000 4,200.00 53.000 3,710.00 33 RECONSTRUCT DOUBLE METAL BEAM BARRIER M 100.0000 800.00 0.000 0.00 S) 34 RELOCATE ROADSIDE SIGN-ONE POST EA 100.0000 200.00 2.000 200.00 35 RELOCATE ROADSIDE SIGN-TWO POST EA 150.0000 600.00 3.000 450.00 4.000 600.00 36 RELOCATE SIGN STRUCTURE EA 6,000.0000 6,000.00 1.000 6,000.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 13,000.00 55.000 275.00 55.000 275.00 S) 38 REMOVE CONCRETE (PCC DITCH) M3 200.0000 1,400.00 7.000 1,400.00 39 REMOVE CONCRETE CURB M3 20.0000 6,400.00 102.530 2,050.60 102.530 2,050.60 40 CAP INLET EA 100.0000 200.00 0.000 0.00 41 REMOVE CRASH CUSHION EA 1,000.0000 15,000.00 15.000 15,000.00 42 BRIDGE REMOVAL (PORTION) LS 59,600.0000 59,600.00 0.050 2,980.00 1.000 59,600.00 43 CLEARING AND GRUBBING LS 11,000.0000 11,000.00 0.950 10,450.00 44 ROADWAY EXCAVATION M3 30.0000 363,000.00 347.270 10,418.10 9,997.480 299,924.40 45 ROADWAY EXCAVATION (TYPE Z-2) M3 300.0000 132,000.00 92.900 27,870.00 467.900 140,370.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 47 DRILL HOLE M 50.0000 73,000.00 1,460.000 73,000.00 SF)(PRESPLITTING ROCK EXCAVATION SLOPES) 48 STRUCTURE EXCAVATION (BRIDGE) M3 500.0000 1,500.00 3.000 1,500.00 F) 49 STRUCTURE EXCAVATION (TYPE D) M3 100.0000 2,200.00 22.000 2,200.00 F) PROGRAM CAS145 PAGE 3 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 18,600.00 680.000 20,400.00 51 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 117,200.00 2,344.000 117,200.00 F) 52 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 640.00 8.000 320.00 16.000 640.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 27,000.00 515.000 30,900.00 54 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 40.0000 2,680.00 67.000 2,680.00 F) 55 DITCH EXCAVATION M3 50.0000 900.00 16.700 835.00 56 SOIL NAIL ASSEMBLY M 70.0000 720,300.00 11,250.000 787,500.00 S) 57 EROSION CONTROL (BLANKET) M2 6.0000 4,800.00 400.000 2,400.00 S) 58 EROSION CONTROL (TYPE B) M2 15.0000 31,500.00 2,430.000 36,450.00 S) 59 FIBER (EROSION CONTROL) KG 1.0000 1,070.00 830.300 830.30 S) 60 TWISTED WIRE MESH DRAPERY M2 5.0000 11,050.00 2,210.000 11,050.00 S) (EROSION CONTROL) 61 FIBER ROLLS M 16.0000 3,040.00 605.000 9,680.00 S) 62 COMPOST (EROSION CONTROL) KG 1.0000 1,630.00 1,092.000 1,092.00 S) 63 MOVE IN/MOVE OUT (EROSION CONTROL) EA 2,000.0000 20,000.00 3.000 6,000.00 S) 64 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 14,000.00 51.420 7,198.80 S) 65 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 660.00 114.830 344.49 S) 66 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 455.00 80.500 402.50 S) 67 200 MM CORRUGATED HIGH DENSITY M 100.0000 1,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 68 MAINTENANCE VEHICLE PULLOUT EA 10,000.0000 10,000.00 1.000 10,000.00 69 FINISHING SLOPE LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000.00 70 CLASS 3 AGGREGATE BASE M3 50.0000 9,000.00 379.000 18,950.00 71 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 62,000.00 157.040 31,408.00 72 ASPHALT CONCRETE TONN 50.0000 1,565,000.00 6,856.310 342,815.50 73 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 28,000.00 387.600 15,504.00 584.240 23,369.60 AREA) 74 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 1,000.00 219.000 1,095.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 5.0000 3,000.00 593.000 2,965.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 140.00 28.000 140.00 PROGRAM CAS145 PAGE 4 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 150.00 29.000 145.00 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 12,000.00 10.010 4,004.00 10.010 4,004.00 79 800 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 117,000.00 45.000 117,000.00 S) PILING 80 800 MM PERMANENT STEEL CASING M 500.0000 22,500.00 45.000 22,500.00 S) 81 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 4,500.0000 18,000.00 4.000 18,000.00 S) PILING (ROCK SOCKET) 82 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 100,000.00 25.000 100,000.00 S) PILING 83 2.0 M PERMANENT STEEL CASING M 1,700.0000 42,500.00 25.000 42,500.00 S) 84 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 7,000.0000 56,000.00 8.000 56,000.00 S) PILING (ROCK SOCKET) 85 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 4,950.00 9.000 4,950.00 F) 86 STRUCTURAL CONCRETE, BRIDGE M3 700.0000 483,000.00 38.000 26,600.00 663.000 464,100.00 F) 87 STRUCTURAL CONCRETE, RETAINING WALL M3 600.0000 111,000.00 185.000 111,000.00 F) 88 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 19,000.00 19.000 19,000.00 F) (TYPE R MODIFIED) 89 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 93,600.00 -1.600 -1,920.00 60.830 72,996.00 F) 90 MINOR CONCRETE (BACKFILL) M3 200.0000 34,000.00 58.100 11,620.00 245.560 49,112.00 91 ARCHITECTURAL TREATMENT M2 50.0000 120,500.00 2,590.000 129,500.00 F) (TEXTURED SHOTCRETE) 92 ARCHITECTURAL SURFACE FINISH M2 20.0000 3,600.00 174.940 3,498.80 93 DRILL AND BOND DOWEL M 100.0000 2,900.00 30.600 3,060.00 94 REFINISH BRIDGE DECK M2 20.0000 5,600.00 105.000 2,100.00 172.600 3,452.00 95 ELASTOMERIC BEARING PADS EA 50.0000 30,300.00 423.000 21,150.00 (300 MM X 216 MM X 12 MM) 96 JOINT SEAL (MR 30 MM) M 350.0000 2,100.00 0.000 0.00 S) 97 JOINT SEAL (TYPE B - MR 50 MM) M 350.0000 3,150.00 0.000 0.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 343,800.00 191,000.000 343,800.00 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 93,260.00 49,130.000 98,260.00 SF) 00 SHOTCRETE M3 600.0000 435,000.00 779.060 467,436.00 F) 01 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 30,800.00 0.000 0.00 F) 02 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 4,400.00 0.000 0.00 SF) 03 760 MM CAST-IN-DRILLED-HOLE M 4,000.0000 16,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 25,000.00 12.500 62,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0.00 06 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 500.00 1.000 500.00 1.000 500.00 METHOD) 07 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 2,700.00 8.500 2,550.00 08 375 MM ALTERNATIVE PIPE CULVERT M 310.0000 40,300.00 125.000 38,750.00 09 450 MM ALTERNATIVE PIPE CULVERT M 340.0000 204,000.00 588.400 200,056.00 10 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 350.0000 63,000.00 172.500 60,375.00 11 675 MM ALTERNATIVE PIPE CULVERT M 360.0000 18,360.00 51.000 18,360.00 12 375 MM SLOTTED PLASTIC LINE DRAIN M 100.0000 12,000.00 0.000 0.00 13 350 MM X 575 MM ELLIPTICAL REINFORCED M 500.0000 8,000.00 16.000 8,000.00 CONCRETE PIPE 14 600 MM REINFORCED CONCRETE PIPE M 320.0000 1,920.00 6.000 1,920.00 15 675 MM REINFORCED CONCRETE PIPE M 340.0000 1,020.00 2.500 850.00 16 300 MM CORRUGATED STEEL PIPE M 200.0000 4,200.00 15.000 3,000.00 21.000 4,200.00 (2.01 MM THICK) 17 200 MM PERFORATED PLASTIC M 150.0000 13,500.00 90.000 13,500.00 PIPE UNDERDRAIN 18 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 200.0000 8,400.00 24.500 4,900.00 19 JACKED 900 MM WELDED STEEL PIPE M 1,000.0000 37,000.00 37.000 37,000.00 (9.53 MM THICK) 20 MINOR CONCRETE (DITCH LINING) M3 1,000.0000 7,000.00 7.000 7,000.00 21 MINOR CONCRETE (GUTTER LINING) M3 1,000.0000 36,000.00 7.720 7,720.00 22 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 8,000.00 3.500 3,500.00 7.980 7,980.00 CONSTRUCTION) 23 MINOR CONCRETE (GUTTER) M 1,200.0000 378,000.00 7.000 8,400.00 272.000 326,400.00 F) 24 MINOR CONCRETE (BROOM FINISH) M2 10.0000 4,900.00 443.000 4,430.00 25 MISCELLANEOUS IRON AND STEEL KG 5.0000 34,150.00 444.000 2,220.00 5,492.000 27,460.00 SF) 26 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 205.00 0.000 0.00 SF) 27 DELINEATOR (CLASS 1) EA 30.0000 240.00 0.000 0.00 28 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 22,500.00 245.000 22,050.00 245.000 22,050.00 S) 29 CHAIN LINK RAILING (TYPE CL-0.9) M 50.0000 4,500.00 93.000 4,650.00 S) 30 CONCRETE BARRIER (TYPE K) M 100.0000 194,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CABLE RAILING M 50.0000 15,900.00 273.000 13,650.00 SF) 32 TERMINAL SECTION (TYPE B) EA 200.0000 400.00 0.000 0.00 S) 33 TERMINAL SECTION (TYPE C) EA 200.0000 200.00 0.000 0.00 S) 34 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 10,000.00 3.000 6,000.00 3.000 6,000.00 S) 35 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 2,400.00 2.000 1,600.00 2.000 1,600.00 S) 36 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 4,200.00 0.000 0.00 S) 37 CONCRETE BARRIER (TYPE 60D) M 130.0000 12,220.00 314.000 40,820.00 404.000 52,520.00 38 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 4,800.00 0.000 0.00 S) 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 8,430.00 0.000 0.00 S) 40 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,350.00 0.000 0.00 S) 41 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 12,320.00 1,484.000 2,968.00 3,452.000 6,904.00 S) 42 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 15,700.00 644.000 3,220.00 1,552.000 7,760.00 S) 43 LIGHTING AND SIGN ILLUMINATION LS 20,000.0000 20,000.00 0.500 10,000.00 S) 44 TRAFFIC OPERATIONS SYSTEM LS 20,000.0000 20,000.00 0.750 15,000.00 S) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 400.0000 14,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/18/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226124 TIME 12:18 PM ESTIMATE NO. 19 BID OPENING 12/12/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: SCOTT HISLOP DATE OF THIS ESTIMATE 07/18/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 431,891.70 6,321,922.98 ADJUSTMENT OF COMPENSATION -62,180.00 264,880.90 EXTRA WORK 131,695.00 263,436.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 501,406.70 6,850,240.28 47 MOBILIZATION LS 900,000.0000 900,000.00 1.000 900,000.00 ORIGINAL CONTRACT AMOUNT 9,113,445.00 TOTAL WORK COMPLETED 501,406.70 7,750,240.28 MATERIALS ON HAND ON SITE 58,269.28 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 501,406.70 7,798,509.56 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 01/29/02 370 02/13/02 02/13/02 10/24/03 324 33 20 0 78% 83% PROGRESS IS SATISFACTORY SCOTT HISLOP RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 07/18/03