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 09/23/04 EST. NO.09 TIME 11:00 AM R.E. NAME: YOGARAJAH, MANNY M. 08-446514 --------------------------------------------------------------------------- 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 09/23/04 EST. NO.09 TIME 11:00 AM R.E. NAME: YOGARAJAH, MANNY M. 08-446514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCH SUBMIT -160,000.00 02 BASELINE SCH SUBMIT 160,000.00 03 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 04 MISSING DOCUMENTS -6,000.00 05 MISSING DOCUMENTS -5,000.00 06 PARTIAL RELEASE PE 4 5,000.00 06 0.00 -16,000.00 TOTAL DEDUCTIONS 0.00 -16,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 LOCATION PROGRESS ESTIMATE 08-RIV-71-0.0/2.7 ----------------- SEMA CONSTRUCTION IN RIVERSIDE COUNTY NEAR CORONA AND 2 SOUTH POINTE DR. STE 295 CHINO HILLS FROM SAN BERNARDINO AND LAKE FOREST, CA 92630 RIVERSIDE COUNTY LINE TO SANTA ANA RIVER BRIDGE FED. AID NO. HP21-6208(7) ,L-6208(7) WIDEN DIVIDED HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.100 1,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD WDAY 2,800.0000 840,000.00 18.000 50,400.00 150.000 420,000.00 03 TEMPORARY FENCE M 10.0000 1,600.00 130.000 1,300.00 04 PREPARE STORM WATER POLLUTION LS 2,600.0000 2,600.00 0.900 2,340.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 164,600.0000 164,600.00 0.050 8,230.00 0.700 115,220.00 06 CONSTRUCTION AREA SIGNS LS 5,200.0000 5,200.00 0.600 3,120.00 S) 07 TRAFFIC CONTROL SYSTEM LS 143,700.0000 143,700.00 0.050 7,185.00 0.600 86,220.00 S) 08 TYPE II BARRICADE EA 47.0000 5,640.00 70.000 3,290.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 7,540.00 0.000 0.00 S) 10 TEMPORARY PAVEMENT MARKER EA 1.0000 530.00 551.000 551.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 18,300.0000 36,600.00 0.050 915.00 1.250 22,875.00 S) 12 TEMPORARY RAILING (TYPE K) M 38.0000 214,700.00 3,705.000 140,790.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 210.0000 25,200.00 98.000 20,580.00 S) 14 REMOVE FENCE (TYPE BW) M 10.0000 17,300.00 80.000 800.00 15 REMOVE CHAIN LINK FENCE M 10.0000 12,200.00 414.000 4,140.00 16 REMOVE TERMINAL SECTION EA 520.0000 4,680.00 0.000 0.00 17 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 21,120.00 1,191.000 1,429.20 18 REMOVE PAINTED PAVEMENT MARKING M2 19.0000 133.00 0.000 0.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 7,524.00 4,393.000 5,271.60 (WHITE) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 12,620.00 4,683.000 9,366.00 STRIPE 21 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 19.0000 570.00 0.000 0.00 22 REMOVE PAVEMENT MARKER EA 0.3500 196.00 294.000 102.90 PROGRAM CAS145 PAGE 2 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CHANNELIZERS EA 10.0000 310.00 0.000 0.00 24 REMOVE 300 MM CORRUGATED STEEL PIPE M 85.0000 7,225.00 10.000 850.00 25 REMOVE WING WALL EA 4,000.0000 16,000.00 4.000 16,000.00 26 REMOVE INLET EA 1,400.0000 8,400.00 6.000 8,400.00 27 REMOVE HEADWALL EA 2,100.0000 12,600.00 6.000 12,600.00 28 REMOVE CONCRETE PAVEMENT M2 10.0000 25,400.00 1,289.000 12,890.00 29 SALVAGE FRAME AND GRATE EA 430.0000 5,160.00 12.000 5,160.00 30 SALVAGE DOUBLE THRIE BEAM BARRIER M 50.0000 19,000.00 302.000 15,100.00 31 SALVAGE METAL BEAM GUARD RAILING M 24.0000 34,800.00 1,437.300 34,495.20 32 SALVAGE CONCRETE BARRIER (TYPE K) M 12.0000 41,040.00 0.000 0.00 33 SALVAGE ROADSIDE SIGN EA 210.0000 840.00 2.000 420.00 34 RESET MILEPOST MARKER EA 31.0000 93.00 0.000 0.00 35 RESET OBJECT MARKER EA 31.0000 558.00 0.000 0.00 36 RESET ROADSIDE SIGN (ONE POST) EA 210.0000 840.00 0.000 0.00 37 RESET ROADSIDE SIGN (TWO POST) EA 310.0000 310.00 0.000 0.00 38 RELOCATE CONCRETE BARRIER (TYPE K) M 3.9000 468.00 104.000 405.60 39 REMOVE CONCRETE M3 82.0000 14,760.00 130.000 10,660.00 40 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.970 48,500.00 41 ROADWAY EXCAVATION M3 8.3100 914,100.00 86,389.000 717,892.59 42 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 133,540.00 971.200 106,832.00 F) 43 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 71.0000 54,883.00 773.000 54,883.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 180.0000 114,660.00 30.000 5,400.00 319.000 57,420.00 F) 45 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 91.0000 15,743.00 113.000 10,283.00 173.000 15,743.00 F) 46 DITCH EXCAVATION M3 30.0000 12,300.00 0.000 0.00 47 SOIL NAIL ASSEMBLY M 50.0000 197,650.00 3,953.000 197,650.00 SF) 48 HIGHWAY PLANTING LS 37,800.0000 37,800.00 0.000 0.00 S) 49 EROSION CONTROL (BLANKET) M2 22.0000 37,400.00 15.000 330.00 S) PROGRAM CAS145 PAGE 3 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRAW (EROSION CONTROL) TONN 440.0000 22,000.00 20.900 9,196.00 S) 51 FIBER (EROSION CONTROL) KG 2.3000 11,040.00 2,006.000 4,613.80 S) 52 PURE LIVE SEED (EROSION CONTROL) KG 72.0000 21,600.00 125.500 9,036.00 S) 53 COMPOST (EROSION CONTROL) KG 1.1000 16,500.00 6,275.000 6,902.50 S) 54 JUTE MESH M2 2.8000 37,800.00 0.000 0.00 S) 55 PLANT ESTABLISHMENT WORK LS 75,500.0000 75,500.00 0.000 0.00 S) 56 IRRIGATION SYSTEM LS 37,100.0000 37,100.00 0.000 0.00 S) 57 EXTEND 200 MM CONDUIT M 280.0000 25,200.00 30.000 8,400.00 90.000 25,200.00 S) 58 CLASS 2 AGGREGATE SUBBASE M3 20.0000 73,200.00 1,042.820 20,856.40 3,571.620 71,432.40 59 CLASS 2 AGGREGATE BASE M3 52.0000 81,640.00 1,006.050 52,314.60 1,553.835 80,799.42 60 ASPHALT TREATED PERMEABLE BASE M3 120.0000 188,400.00 1,553.840 186,460.80 1,553.840 186,460.80 61 ASPHALT CONCRETE (TYPE A) TONN 51.0000 22,440.00 0.000 0.00 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 1,100.00 0.000 0.00 AREA) 63 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 7,440.00 0.000 0.00 64 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 492.00 0.000 0.00 65 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 12.0000 540.00 0.000 0.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 19,080.00 0.000 0.00 67 CONCRETE PAVEMENT M3 160.0000 622,400.00 3,069.000 491,040.00 3,119.000 499,040.00 68 DRILL AND GROUT TIE BAR EA 7.0000 31,290.00 1,800.000 12,600.00 69 FURNISH PILING (CLASS 625C, ALT X) M 50.0000 119,800.00 1,204.500 60,225.00 70 DRIVE PILE (CLASS 625C, ALT X) EA 1,800.0000 216,000.00 60.000 108,000.00 S) 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 147,600.0000 147,600.00 0.300 44,280.00 0.500 73,800.00 S) 72 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 390.0000 82,680.00 110.000 42,900.00 F) 73 STRUCTURAL CONCRETE, BRIDGE M3 640.0000 895,360.00 13.500 8,640.00 700.000 448,000.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 143,550.00 130.000 71,500.00 130.000 71,500.00 F) (TYPE N) 75 CLASS A CONCRETE (STRUCTURE) M3 430.0000 34,830.00 80.740 34,718.20 76 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 56,700.00 25.930 54,453.00 PROGRAM CAS145 PAGE 4 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ARCHITECTURAL TREATMENT M2 19.0000 25,194.00 130.000 2,470.00 1,191.000 22,629.00 F) 78 JOINT SEAL (MR 50 MM) M 170.0000 16,660.00 0.000 0.00 S) 79 BAR REINFORCING STEEL (BRIDGE) KG 1.1700 215,982.00 90,283.000 105,631.11 SF) 80 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 11,910.00 7,936.000 11,904.00 S) 81 SHOTCRETE M3 570.0000 21,090.00 0.000 0.00 S) 82 INITIAL SHOTCRETE M3 520.0000 94,640.00 182.000 94,640.00 F) 83 FINAL SHOTCRETE M3 580.0000 211,120.00 73.000 42,340.00 364.000 211,120.00 F) 84 300 MM ALTERNATIVE PIPE CULVERT M 97.0000 42,680.00 440.000 42,680.00 85 1050 MM REINFORCED CONCRETE PIPE M 830.0000 10,790.00 13.500 11,205.00 86 450 MM CORRUGATED STEEL PIPE M 220.0000 9,460.00 9.000 1,980.00 (2.01 MM THICK) 87 1200 MM CORRUGATED STEEL PIPE M 2,200.0000 2,200.00 4.000 8,800.00 (2.77 MM THICK) 88 1500 MM CORRUGATED STEEL PIPE M 710.0000 1,420.00 0.000 0.00 (3.51 MM THICK) 89 STRUCTURAL STEEL PLATE UNDERPASS M 8,800.0000 39,600.00 3.500 30,800.00 90 80 MM PLASTIC PIPE (EDGE DRAIN) M 49.0000 29,400.00 101.000 4,949.00 601.000 29,449.00 91 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 11,180.00 66.000 8,580.00 86.000 11,180.00 92 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 220.0000 81,400.00 15.000 3,300.00 (2.01 MM THICK) 93 900 MM CORRUGATED STEEL PIPE DOWNDRAIN M 830.0000 4,150.00 0.000 0.00 (3.51 MM THICK) 94 300 MM ENTRANCE TAPER EA 450.0000 5,850.00 0.000 0.00 95 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 97.0000 1,164.00 0.000 0.00 96 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 1,692.00 0.000 0.00 97 ROCK SLOPE PROTECTION FABRIC M2 10.0000 1,100.00 0.000 0.00 98 MINOR CONCRETE (GUTTER) M 130.0000 69,940.00 484.000 62,920.00 F) 99 MISCELLANEOUS IRON AND STEEL KG 4.1000 8,528.00 2,080.000 8,528.00 00 FENCE (TYPE BW, WOOD POST) M 22.0000 19,800.00 0.000 0.00 S) 01 CHAIN LINK FENCE (TYPE CL-2.4) M 61.0000 341,600.00 0.000 0.00 S) 02 DELINEATOR (CLASS 1) EA 36.0000 792.00 0.000 0.00 03 METAL BEAM GUARD RAILING (WOOD POST) M 50.0000 113,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CABLE RAILING M 47.0000 25,286.00 0.000 0.00 SF) 05 TERMINAL SECTION (TYPE B) EA 120.0000 1,440.00 0.000 0.00 S) 06 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 S) 07 TERMINAL SYSTEM (TYPE SRT) EA 1,800.0000 14,400.00 0.000 0.00 S) 08 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 580.0000 4,060.00 0.000 0.00 S) 09 CRASH CUSHION, SAND FILLED EA 9,100.0000 9,100.00 0.000 0.00 S) 10 CONCRETE BARRIER (TYPE 60) M 83.0000 300,460.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 60A) M 140.0000 12,740.00 0.000 0.00 F) 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 66.0000 35,508.00 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 190.0000 38,760.00 0.000 0.00 F) 14 THERMOPLASTIC PAVEMENT MARKING M2 23.0000 368.00 0.000 0.00 S) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6500 9,490.00 0.000 0.00 S) 16 PAINT TRAFFIC STRIPE (1-COAT) M 0.4000 6,240.00 11,508.000 4,603.20 S) 17 PAINT PAVEMENT MARKING (1-COAT) M2 21.0000 147.00 0.000 0.00 S) 18 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 4,158.00 0.000 0.00 S) 19 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 1,530.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 09/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-446514 TIME 11:00 AM ESTIMATE NO. 09 BID OPENING 11/13/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/04 R.E. NAME: YOGARAJAH, MANNY M. DATE OF THIS ESTIMATE 09/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,025,243.80 4,618,873.52 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 68,694.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,025,243.80 4,687,567.52 20 MOBILIZATION LS 758,947.6300 758,947.63 0.050 37,947.38 1.000 758,947.63 ORIGINAL CONTRACT AMOUNT 8,899,891.63 TOTAL WORK COMPLETED 1,063,191.18 5,446,515.15 MATERIALS ON HAND ON SITE 187,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -16,000.00 TOTAL 1,063,191.18 5,617,515.15 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 01/14/04 200 02/09/04 01/29/04 12/06/04 151 12 1 0 60% 28% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY M. RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 09/23/04