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 02/22/02 EST. NO.06 TIME 10:13 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 0001 1,114.96 E.W. @ F.A.(+) 122101 N MR1 0 0002 125.95 122101 N MR2 0 1,240.91 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 1,240.91 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 02/22/02 EST. NO.06 TIME 10:13 AM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -4,959.96 04 PRS RECD NOV 10,000.00 04 O/S PRS JAN -10,000.00 06 -10,000.00 -14,959.96 OVERBID ITEMS OVERBID ITEM NO. 086 -7,987.65 02 OVERBID ITEM NO. 086 -3,993.82 03 0.00 -11,981.47 TOTAL DEDUCTIONS -10,000.00 -26,941.43 PROGRAM CAS145 PAGE 1 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 10:13 AM ESTIMATE NO. 06 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 02/22/02 LOCATION RERUN PROGRESS ESTIMATE 11-SD-5-8.6/9.4 ----------------------- TM ENGINEERING IN SAN DIEGO COUNTY IN CHULA VISTA 19301 VENTURA BLVD, #200 AND NATIONAL CITY FROM E STREET TARZANA,CA 91356 OVERCROSSING TO 0.1 KM NORTH OF SWEETWATER RIVER BRIDGE FED. AID NO. CML-6066(34)E CONSTRUCT BIKE PATH AND BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.150 3,000.00 0.700 14,000.00 002 TEMPORARY SOUND WALL M 100.0000 69,000.00 13.000 1,300.00 675.000 67,500.00 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 18,150.00 960.140 14,402.10 004 TEMPORARY EROSION CONTROL HA 3,500.0000 3,150.00 0.000 0.00 (S) 005 TEMPORARY FIBER ROLL M 12.0000 27,960.00 1,888.620 22,663.44 006 TEMPORARY GRAVEL BAG EA 15.0000 1,500.00 100.000 1,500.00 007 TEMPORARY CONCRETE WASHOUT EA 10,000.0000 20,000.00 1.000 10,000.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 2.000 20,000.00 009 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.016 160.00 0.667 6,670.00 010 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.032 3,200.00 0.522 52,200.00 (S) 011 TRAFFIC PLASTIC DRUMS EA 100.0000 2,500.00 12.000 1,200.00 012 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 1.000 1,500.00 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.036 540.00 0.910 13,650.00 014 TEMPORARY RAILING (TYPE K) M 45.0000 21,150.00 146.300 6,583.50 015 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,800.00 14.000 2,800.00 016 REMOVE FENCE M 15.0000 270.00 18.000 270.00 017 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 018 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,080.00 0.000 0.00 019 REMOVE SLOPE PAVING M3 300.0000 14,400.00 14.400 4,320.00 020 RELOCATE FENCE M 30.0000 8,100.00 0.000 0.00 021 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 022 ADJUST MANHOLE EA 1,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 10:13 AM ESTIMATE NO. 06 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE BARRIER M 50.0000 6,500.00 123.800 6,190.00 024 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 0.668 2,672.00 025 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.020 100.00 0.680 3,400.00 026 ROADWAY EXCAVATION M3 15.0000 20,550.00 29.000 435.00 027 STRUCTURE EXCAVATION (BRIDGE) M3 400.0000 18,400.00 46.000 18,400.00 (F) 028 STRUCTURE EXCAVATION (TYPE A) M3 1,000.0000 330,000.00 0.000 0.00 (F) 029 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 245,440.00 218.000 17,440.00 1,699.000 135,920.00 (F) 030 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 11,250.00 0.000 0.00 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 168,150.00 20.000 1,000.00 191.000 9,550.00 (F) 032 STRUCTURAL BACKFILL M3 90.0000 59,130.00 0.000 0.00 (F) (LIGHT WEIGHT, RETAINING WALL) 033 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 19,980.00 0.000 0.00 (F) WALL) 034 HIGHWAY PLANTING LS 17,000.0000 17,000.00 0.000 0.00 (S) 035 IMPORTED TOPSOIL (EROSION CONTROL) M3 50.0000 8,000.00 0.000 0.00 (S) 036 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,210.00 0.000 0.00 (S) 037 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 1,000.00 0.000 0.00 (S) 038 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 50.0000 1,150.00 0.000 0.00 (S) 039 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.000 0.00 (S) 040 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 0.031 1,085.00 (S) 041 200 MM CONDUIT M 600.0000 1,800.00 0.000 0.00 (S) 042 EXTEND 200 MM CONDUIT M 820.0000 2,460.00 0.000 0.00 (S) 043 CLASS 2 AGGREGATE BASE M3 60.0000 30,000.00 0.000 0.00 044 ASPHALT CONCRETE (TYPE A) TONN 120.0000 91,200.00 0.000 0.00 045 PLACE ASPHALT CONCRETE DIKE M 20.0000 9,600.00 0.000 0.00 046 FURNISH PILING (CLASS 625C) M 120.0000 52,920.00 0.000 0.00 (ALTERNATIVE V) 047 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 5,000.0000 120,000.00 0.000 0.00 (S) 048 FURNISH PILING (CLASS 400C) M 120.0000 32,400.00 133.550 16,026.00 268.430 32,211.60 (ALTERNATIVE V) 049 DRIVE PILE (CLASS 400C) (ALTERNATIVE V) EA 6,000.0000 78,000.00 7.000 42,000.00 13.000 78,000.00 (S) PROGRAM CAS145 PAGE 3 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 10:13 AM ESTIMATE NO. 06 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PRESTRESSING CAST-IN-PLACE CONCRETE LS 30,000.0000 30,000.00 0.000 0.00 (S) 051 SEAL COURSE CONCRETE M3 250.0000 37,000.00 0.000 0.00 052 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 44,200.00 13.000 8,450.00 13.000 8,450.00 (F) 053 STRUCTURAL CONCRETE, BRIDGE M3 1,600.0000 680,000.00 9.500 15,200.00 9.500 15,200.00 (F) 054 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 7,700.00 0.120 84.00 (F) 055 CLASS 2 CONCRETE (RETAINING WALL) M3 340.0000 504,220.00 177.000 60,180.00 412.000 140,080.00 (F) 056 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 4,000.00 0.000 0.00 (F) 057 ARCHITECTURAL TEXTURE M2 30.0000 55,980.00 122.000 3,660.00 122.000 3,660.00 (F) 058 JOINT SEAL (MR 50 MM) M 350.0000 2,800.00 0.000 0.00 (S) 059 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 93,300.00 2,824.000 4,236.00 2,824.000 4,236.00 (SF) 060 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 103,122.00 9,402.000 14,103.00 22,215.000 33,322.50 (SF) 061 SHOTCRETE M3 400.0000 32,000.00 0.000 0.00 (S) 062 METAL (BARRIER MOUNTED SIGN) KG 20.0000 1,340.00 0.000 0.00 (F) 063 ROADSIDE SIGN - ONE POST EA 250.0000 3,250.00 0.000 0.00 064 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 600.00 0.000 0.00 METHOD) 065 300 MM PLASTIC PIPE M 250.0000 4,250.00 0.000 0.00 (S) 066 450 MM REINFORCED CONCRETE PIPE M 500.0000 2,000.00 0.000 0.00 (S) 067 600 MM REINFORCED CONCRETE PIPE M 700.0000 3,500.00 0.000 0.00 (S) (CLASS IV) 068 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 8,400.00 0.000 0.00 (S) (CLASS IV) 069 300 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 0.000 0.00 070 SLOPE PAVING (CONCRETE) M3 500.0000 30,000.00 0.000 0.00 071 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,260.00 0.000 0.00 (SF) 072 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 3,705.00 0.000 0.00 (SF) 073 CHAIN LINK FENCE M 100.0000 95,000.00 0.000 0.00 (S) (TYPE CL-1.2 MODIFIED) 074 CHAIN LINK FENCE (TYPE CL-1.5) M 40.0000 2,800.00 0.000 0.00 (S) 075 CHAIN LINK FENCE (TYPE CL-1.5 MODIFIED, M 100.0000 93,000.00 0.000 0.00 (S) VINYL CLAD, 0.9 M PLASTIC SHRUBBERY INSERT) PROGRAM CAS145 PAGE 4 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 10:13 AM ESTIMATE NO. 06 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 CHAIN LINK FENCE (TYPE CL-1.8 MODIFIED, M 250.0000 3,250.00 0.000 0.00 (S) VINYL CLAD, 1.8 M PLASTIC SHRUBBERY INSERT) 077 METAL RAILING M 400.0000 102,400.00 0.000 0.00 (SF) 078 BARRIER POST EA 500.0000 2,000.00 0.000 0.00 (S) 079 CONCRETE BARRIER (TYPE 60) M 500.0000 6,500.00 0.000 0.00 080 CONCRETE BARRIER M 600.0000 24,000.00 0.000 0.00 (TYPE 60 MODIFIED) 081 CONCRETE BARRIER (TYPE 60C) M 250.0000 125,000.00 0.000 0.00 082 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 0.000 0.00 083 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,500.00 0.000 0.00 (S) 084 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 (S) 085 LIGHTING LS 8,000.0000 8,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 02/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 10:13 AM ESTIMATE NO. 06 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/02 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 02/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 190,595.00 732,455.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,240.91 1,240.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 191,835.91 733,696.05 086 MOBILIZATION LS 450,000.0000 450,000.00 0.750 337,500.00 ORIGINAL CONTRACT AMOUNT 4,340,247.00 TOTAL WORK COMPLETED 191,835.91 1,071,196.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -26,941.43 TOTAL 181,835.91 1,044,254.62 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 086 MOBILIZATION 434,024.70 450,000.00 15,975.30 (S) 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 10/03/01 495 10/09/01 10/09/01 04/18/03 92 0 0 2 24% 24% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 02/22/02