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 07/26/04 EST. NO.09 TIME 11:29 AM R.E. NAME: SARKIN, SUE 08-370204 --------------------------------------------------------------------------- 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 07/26/04 EST. NO.09 TIME 11:29 AM R.E. NAME: SARKIN, SUE 08-370204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM RETENTION -77,581.39 07 CPM RETENTION -52,692.25 08 CPM RETENTION -38,871.01 09 -38,871.01 -169,144.65 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -2,000.00 02 MISSING DOCUMENTS 2,000.00 03 MISSING DOCUMENTS -6,000.00 07 MISSING DOCUMENTS -4,000.00 08 MISSING DOC. PE 7 6,000.00 08 MISSING DOCUMENTS -4,000.00 09 -4,000.00 -8,000.00 TOTAL DEDUCTIONS -42,871.01 -177,144.65 PROGRAM CAS145 PAGE 1 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 LOCATION PROGRESS ESTIMATE 08-SBD-15-33.5/34.5 ----------------- YEAGER SKANSKA INC IN SAN BERNARDINO COUNTY IN P O BOX 87 HESPERIA FROM 0.8 KM SOUTH TO 0.8 RIVERSIDE CA 925020087 KM NORTH OF MAIN STREET OVERCROSSING FED. AID NO. ACIM-015 -1(217)137,ACIM-015 -1(217)N ,HP21-6208(5) RECONSTRUCT 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 METHOD) LS 15,000.0000 15,000.00 0.100 1,500.00 0.100 1,500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 720,000.00 23.000 46,000.00 178.000 356,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.270 20,250.00 05 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.090 4,050.00 0.702 31,590.00 S) 06 TRAFFIC CONTROL SYSTEM LS 158,000.0000 158,000.00 0.033 5,214.00 0.463 73,154.00 S) 07 TYPE III BARRICADE EA 65.0000 9,100.00 8.000 520.00 12.000 780.00 S) 08 TEMPORARY PAVEMENT MARKING (PAINT) M2 13.0000 3,640.00 86.300 1,121.90 86.300 1,121.90 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 0.3000 1,602.00 0.000 0.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5500 4,235.00 5,383.000 2,960.65 18,143.670 9,979.02 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 14,350.00 199.000 6,965.00 219.000 7,665.00 S) 12 TEMPORARY PAVEMENT MARKER EA 4.0000 1,120.00 156.000 624.00 793.000 3,172.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 0.600 6,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 21.0000 47,880.00 306.000 6,426.00 2,960.000 62,160.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 6,600.00 11.000 3,300.00 11.000 3,300.00 S) 16 REMOVE FENCE M 8.0000 18,480.00 2,012.000 16,096.00 17 REMOVE BARRICADE EA 50.0000 100.00 0.000 0.00 18 REMOVE METAL BEAM GUARD RAILING M 20.0000 7,000.00 19.000 380.00 178.000 3,560.00 19 REMOVE FLARED END SECTION EA 200.0000 400.00 0.000 0.00 20 REMOVE TRAFFIC STRIPE M 1.5000 2,775.00 2,336.000 3,504.00 9,283.920 13,925.88 21 REMOVE PAVEMENT MARKER EA 1.5000 615.00 61.000 91.50 698.000 1,047.00 22 REMOVE ROADSIDE SIGN EA 130.0000 7,540.00 31.000 4,030.00 50.000 6,500.00 PROGRAM CAS145 PAGE 2 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 75.0000 21,000.00 82.600 6,195.00 206.800 15,510.00 24 REMOVE INLET EA 900.0000 3,600.00 1.000 900.00 3.000 2,700.00 25 REMOVE HEADWALL EA 800.0000 800.00 3.000 2,400.00 26 REMOVE MANHOLE EA 1,100.0000 1,100.00 2.000 2,200.00 27 SALVAGE METAL BRIDGE RAILING M 24.0000 4,392.00 0.000 0.00 28 RECONSTRUCT CHAIN LINK FENCE M 60.0000 9,000.00 170.000 10,200.00 29 RECONSTRUCT THRIE BEAM BARRIER M 70.0000 13,300.00 94.000 6,580.00 30 RELAY REINFORCED CONCRETE PIPE M 300.0000 13,500.00 0.000 0.00 31 RELOCATE SIGN STRUCTURE EA 7,000.0000 14,000.00 2.000 14,000.00 32 ADJUST FRAME AND COVER TO GRADE EA 300.0000 1,500.00 0.000 0.00 33 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 500.0000 1,500.00 0.000 0.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 9,600.00 704.000 3,520.00 S) (45 MM MAXIMUM) 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 11,410.00 962.000 3,367.00 1,031.000 3,608.50 S) (60 MM MAXIMUM) 36 REMOVE CONCRETE M3 70.0000 14,000.00 389.900 27,293.00 37 REMOVE SURVEY MONUMENT EA 250.0000 250.00 0.000 0.00 38 BRIDGE REMOVAL LS 180,000.0000 180,000.00 0.000 0.00 39 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.680 3,400.00 40 ROADWAY EXCAVATION M3 1.0000 33,000.00 3,365.000 3,365.00 13,579.400 13,579.40 41 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.000 0.00 42 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 71,400.00 866.000 34,640.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 45.0000 8,550.00 0.000 0.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 89,200.00 53.000 4,240.00 432.000 34,560.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 10,240.00 0.000 0.00 F) 46 IMPORTED BORROW M3 9.0000 1,206,000.00 65,056.000 585,504.00 47 STRAW (EROSION CONTROL) TONN 400.0000 28,800.00 0.000 0.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 0.000 0.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 19,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 4,020.00 0.000 0.00 S) 51 200 MM BITUMINOUS COATED STEEL PIPE M 16.0000 2,400.00 21.000 336.00 S) CONDUIT (1.63 MM THICK) 52 CLASS 2 AGGREGATE BASE M3 35.0000 385,000.00 5,512.800 192,948.00 53 ASPHALT CONCRETE (TYPE A) TONN 39.0000 791,700.00 5,623.000 219,297.00 54 PLACE ASPHALT CONCRETE DIKE M 4.0000 2,560.00 0.000 0.00 55 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 65.0000 4,290.00 0.000 0.00 AREA) 56 SHOULDER RUMBLE STRIP STA 300.0000 1,800.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 57 CONCRETE PAVEMENT (RAMP TERMINI) M3 250.0000 105,000.00 0.000 0.00 58 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.000 0.00 S) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 220.0000 90,640.00 207.000 45,540.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 530.0000 1,205,750.00 204.700 108,491.00 F) 61 STRUCTURAL CONCRETE, RETAINING WALL M3 590.0000 51,330.00 0.000 0.00 F) 62 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 107,525.00 0.000 0.00 F) (TYPE N) 63 CLASS 2 CONCRETE (BOX CULVERT) M3 1,200.0000 133,200.00 53.340 64,008.00 F) 64 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 66,000.00 2.850 3,420.00 27.690 33,228.00 F) 65 JOINT SEAL ASSEMBLY (MR 60 MM) M 180.0000 13,680.00 0.000 0.00 S) 66 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 315,000.00 48,322.000 48,322.00 SF) 67 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 3,457.00 0.000 0.00 S) 68 BAR REINFORCING STEEL (BOX CULVERT) KG 1.0000 13,120.00 7,015.000 7,015.00 S) 69 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 10,320.00 0.000 0.00 WITH WALKWAY) 70 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 3,440.00 0.000 0.00 S) WITH WALKWAY) 71 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 18,350.00 0.000 0.00 72 INSTALL SIGN STRUCTURE (TRUSS) KG 2.0000 7,340.00 0.000 0.00 S) 73 760 MM CAST-IN-DRILLED-HOLE M 1,100.0000 5,500.00 5.000 5,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 74 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 7,200.00 5.500 6,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 75 ROADSIDE SIGN - ONE POST EA 315.0000 15,120.00 4.000 1,260.00 5.000 1,575.00 76 ROADSIDE SIGN - TWO POST EA 865.0000 4,325.00 1.000 865.00 1.000 865.00 PROGRAM CAS145 PAGE 4 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 210.0000 1,050.00 1.000 210.00 1.000 210.00 METHOD) 78 INSTALL FRAMED SIGN PANEL EA 2,900.0000 5,800.00 2.000 5,800.00 79 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 250.0000 45,000.00 104.000 26,000.00 80 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 260.0000 8,060.00 0.000 0.00 81 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 180.0000 15,480.00 90.000 16,200.00 82 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 170.0000 103,700.00 46.000 7,820.00 548.000 93,160.00 83 450 MM REINFORCED CONCRETE PIPE M 280.0000 33,600.00 18.900 5,292.00 84 600 MM REINFORCED CONCRETE PIPE M 200.0000 14,600.00 0.000 0.00 85 975 MM REINFORCED CONCRETE PIPE M 600.0000 10,800.00 65.400 39,240.00 86 300 MM CORRUGATED STEEL PIPE RISER M 550.0000 2,200.00 0.000 0.00 (2.01 MM THICK) 87 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 600.0000 28,800.00 0.000 0.00 88 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 900.00 0.000 0.00 89 600 MM ALTERNATIVE FLARED END SECTION EA 320.0000 1,920.00 0.000 0.00 90 900 MM PRECAST CONCRETE PIPE INLET M 1,000.0000 4,000.00 2.500 2,500.00 91 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 11,000.00 2.300 2,530.00 92 ROCK SLOPE PROTECTION M3 125.0000 375.00 0.000 0.00 (FACING, METHOD B) 93 CONCRETE (CHANNEL LINING) M3 300.0000 195,900.00 198.600 59,580.00 94 SLOPE PAVING (CONCRETE) M3 600.0000 39,600.00 0.000 0.00 F) 95 ROCK SLOPE PROTECTION FABRIC M2 20.0000 200.00 0.000 0.00 96 MINOR CONCRETE (MISCELLANEOUS M3 370.0000 162,800.00 2.390 884.30 CONSTRUCTION) 97 MISCELLANEOUS IRON AND STEEL KG 3.0000 7,548.00 591.000 1,773.00 SF) 98 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 800.00 0.000 0.00 SF) 99 CHAIN LINK FENCE (TYPE CL-1.8) M 25.0000 61,775.00 1,220.000 30,500.00 1,220.000 30,500.00 S) 00 SURVEY MONUMENT (TYPE D) EA 600.0000 600.00 0.000 0.00 01 DELINEATOR (CLASS 1) EA 35.0000 5,950.00 48.000 1,680.00 58.000 2,030.00 02 OBJECT MARKER (TYPE K-1) EA 45.0000 450.00 0.000 0.00 03 OBJECT MARKER (TYPE L-1) EA 45.0000 180.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING (WOOD POST) M 90.0000 14,400.00 0.000 0.00 S) 05 CHAIN LINK RAILING (TYPE 7) M 120.0000 25,920.00 0.000 0.00 SF) 06 CONCRETE BARRIER (TYPE 26) M 250.0000 54,000.00 0.000 0.00 F) 07 TERMINAL SYSTEM (TYPE ET) EA 2,800.0000 5,600.00 0.000 0.00 S) 08 TERMINAL SYSTEM (TYPE SRT) EA 2,100.0000 12,600.00 0.000 0.00 S) 09 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 4,200.00 0.000 0.00 S) 10 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 7,630.00 0.000 0.00 S) 11 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 8,000.00 0.000 0.00 S) 12 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 7,080.00 1,950.000 1,170.00 S) 13 PAVEMENT MARKER (REFLECTIVE) EA 3.0000 2,325.00 50.000 150.00 S) 14 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 13.0000 8,840.00 0.000 0.00 S) 15 SIGNAL AND LIGHTING (TEMPORARY) LS 5,000.0000 5,000.00 0.071 355.00 0.267 1,335.00 S) 16 SIGNAL AND LIGHTING (LOCATION 1) LS 60,000.0000 60,000.00 0.000 0.00 S) 17 SIGNAL AND LIGHTING (LOCATION 2) LS 75,000.0000 75,000.00 0.000 0.00 S) 18 SIGNAL AND LIGHTING (LOCATION 3) LS 9,000.0000 9,000.00 0.000 0.00 S) 19 LIGHTING AND SIGN ILLUMINATION LS 210,000.0000 210,000.00 0.022 4,620.00 0.230 48,300.00 S) 20 COMMUNICATION CONDUIT (BRIDGE) M 40.0000 13,200.00 0.000 0.00 S) 21 SPRINKLER CONTROL CONDUIT (BRIDGE) M 30.0000 6,600.00 0.000 0.00 S) 22 LIGHTING (BRIDGE) LS 12,000.0000 12,000.00 0.000 0.00 S) 23 EMERGENCY VEHICLE DETECTOR SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 07/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-370204 TIME 11:29 AM ESTIMATE NO. 09 BID OPENING 07/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/04 R.E. NAME: SARKIN, SUE DATE OF THIS ESTIMATE 07/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 155,484.05 2,452,875.00 ADJUSTMENT OF COMPENSATION 0.00 1,836.30 EXTRA WORK 0.00 26,472.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 155,484.05 2,481,183.76 24 MOBILIZATION LS 817,000.0000 817,000.00 0.950 776,150.00 ORIGINAL CONTRACT AMOUNT 8,537,829.00 TOTAL WORK COMPLETED 155,484.05 3,257,333.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -42,871.01 -177,144.65 TOTAL 112,613.04 3,080,189.11 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 09/22/03 360 10/07/03 10/07/03 04/19/05 179 22 0 0 38% 50% PROGRESS IS SATISFACTORY SARKIN, SUE RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 07/26/04