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 09/22/04 EST. NO.09 TIME 02:56 PM R.E. NAME: MCMILLAN, STEVE 11-253504 --------------------------------------------------------------------------- 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 0006 393.00 E.W. @ F.A.(+) 041904 N P6 0 0007 360.95 042304 N P7 0 0012 530.28 062304 N P12 0 0014 110.03 090304 N P14 0 1,394.26 TOTAL THIS ESTIMATE 2,415.03 TOTAL PREVIOUS ESTIMATE 3,809.29 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 09/22/04 EST. NO.09 TIME 02:56 PM R.E. NAME: MCMILLAN, STEVE 11-253504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 03 O/S PRS MARCH -3,553.35 04 PRS RECD FEB 10,000.00 04 PRS RECD MARCH 3,553.35 05 O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS JULY -10,000.00 08 PRS RECD JUNE 10,000.00 08 PRS RECD JULY 10,000.00 09 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-253504 TIME 02:56 PM ESTIMATE NO. 09 BID OPENING 10/02/03 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: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/22/04 LOCATION PROGRESS ESTIMATE 11-SD-125-11.5/12.2 ----------------- PETERSON CHASE GENERAL IN SAN DIEGO COUNTY IN AND NEAR ENGINEERING CONSTRUCTION INC LEMON GROVE FROM 1.0 KM SOUTH OF 1702 KAISER AVENUE TROY STREET TO TROY STREET IRVINE CA 926145706 FED. AID NO. ACNH-P125(16)E CONSTRUCT RETAINING WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY CHAIN LINK FENCE M 48.0000 30,720.00 471.340 22,624.32 (TYPE CL-1.8, SLATTED) 02 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 0.024 1,440.00 0.452 27,120.00 04 TEMPORARY EROSION CONTROL M2 0.5000 17,000.00 13,041.500 6,520.75 S) 05 TEMPORARY FIBER ROLL M 10.0000 20,000.00 0.000 0.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.100 500.00 0.600 3,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE (TYPE 2) EA 2,000.0000 14,000.00 3.000 6,000.00 08 CONSTRUCTION AREA SIGNS LS 2,000.0000 2,000.00 0.500 1,000.00 S) 09 TEMPORARY RAILING (TYPE K) M 57.0000 38,760.00 707.140 40,306.98 S) 10 TRAFFIC PLASTIC DRUMS EA 100.0000 700.00 7.000 700.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 300.0000 6,300.00 14.000 4,200.00 S) 12 REMOVE WOOD FENCE M 35.0000 5,250.00 112.810 3,948.35 13 REMOVE CHAIN LINK FENCE M 25.0000 13,250.00 633.800 15,845.00 14 REMOVE SPA EA 1,000.0000 2,000.00 2.000 2,000.00 15 REMOVE POOL EA 5,000.0000 5,000.00 1.000 5,000.00 16 RECONSTRUCT CHAIN LINK FENCE M 95.0000 20,900.00 41.600 3,952.00 S) 17 REMOVE CONCRETE M3 300.0000 20,400.00 128.880 38,664.00 18 REMOVE WOOD STRUCTURE EA 500.0000 2,500.00 8.000 4,000.00 19 REMOVE METAL STRUCTURE EA 500.0000 4,000.00 5.000 2,500.00 20 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 21 ROADWAY EXCAVATION M3 9.0000 270,000.00 27,774.000 249,966.00 22 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 35,460.00 74.330 4,459.80 385.730 23,143.80 F) PROGRAM CAS145 PAGE 2 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-253504 TIME 02:56 PM ESTIMATE NO. 09 BID OPENING 10/02/03 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: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 177,600.00 0.000 0.00 F) 24 HIGHWAY PLANTING LS 78,000.0000 78,000.00 0.000 0.00 S) 25 IMPORTED TOPSOIL M3 50.0000 56,000.00 0.000 0.00 S) 26 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0.00 S) 27 IRRIGATION SYSTEM LS 107,000.0000 107,000.00 0.000 0.00 S) 28 WATER METER EA 2,000.0000 2,000.00 0.250 500.00 1.000 2,000.00 S) 29 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 77,850.00 114.000 25,650.00 114.000 25,650.00 S) PILING 30 TIEBACK ANCHOR EA 2,700.0000 35,100.00 0.000 0.00 S) 31 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 296,625.00 32.000 16,800.00 154.000 80,850.00 F) 32 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 34,650.00 18.000 9,450.00 18.000 9,450.00 F) (SOUND WALL) 33 CLASS 1 CONCRETE (RETAINING WALL) M3 525.0000 28,875.00 0.000 0.00 F) 34 ARCHITECTURAL TEXTURE (DRY STACK) M2 125.0000 56,875.00 57.000 7,125.00 87.360 10,920.00 F) 35 ARCHITECTURAL TEXTURE (STUCCO) M2 50.0000 23,750.00 0.000 0.00 F) 36 STUCCO ARCHITECTURAL TEXTURE M2 50.0000 23,500.00 0.000 0.00 (SOUND WALL) 37 APPLY ANTI-GRAFFITI COATING M2 15.0000 6,825.00 0.000 0.00 F) 38 SOUND WALL (GLASS/MASONRY ON PILES) M2 750.0000 361,500.00 307.500 230,625.00 F) 39 SOUND WALL (GLASS/MASONRY ON FOOTING) M2 720.0000 294,480.00 319.000 229,680.00 F) 40 TRANSPARENT PANELS M2 465.0000 30,225.00 0.000 0.00 F) 41 MASONRY BLOCK WALL M2 200.0000 1,000.00 0.000 0.00 42 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8500 121,247.15 30,832.000 57,039.20 SF) 43 BAR REINFORCING STEEL KG 0.5000 2,500.00 2,609.000 1,304.50 2,609.000 1,304.50 SF)(RETAINING WALL) (SOUND WALL) 44 600 MM REINFORCED CONCRETE PIPE M 230.0000 5,980.00 31.400 7,222.00 45 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 5,775.00 31.700 5,547.50 (3.51 MM THICK) 46 900 MM PRECAST CONCRETE PIPE RISER M 300.0000 3,900.00 6.940 2,082.00 47 MINOR CONCRETE (DITCH LINING) M3 800.0000 28,800.00 29.700 23,760.00 48 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 2,400.00 2.940 2,352.00 CONSTRUCTION) 49 MISCELLANEOUS IRON AND STEEL KG 3.0000 153.00 51.000 153.00 SF) PROGRAM CAS145 PAGE 3 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-253504 TIME 02:56 PM ESTIMATE NO. 09 BID OPENING 10/02/03 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: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 4,000.0000 4,000.00 0.000 0.00 51 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/22/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-253504 TIME 02:56 PM ESTIMATE NO. 09 BID OPENING 10/02/03 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: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/22/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 67,229.30 1,222,876.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,394.26 3,809.29 SUBTOTAL AMOUNT EARNED 68,623.56 1,226,685.69 ORIGINAL CONTRACT AMOUNT 2,549,850.15 TOTAL WORK COMPLETED 68,623.56 1,226,685.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 78,623.56 1,226,685.69 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 12/03/03 485 01/05/04 12/18/03 01/03/05 163 25 0 0 48% 69% PROGRESS UNSATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 09/22/04