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 12/21/01 EST. NO.06 TIME 02:42 PM R.E. NAME: AGUILAR, PEDRO 11-176304 --------------------------------------------------------------------------- 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 0002-1 -89.44 E.W. @ F.A.(+) 070301 N 001002 DAO CORRECTING ENTRY 0002-2 51.07 070301 N 001002 DAO CORRECTING ENTRY 008 0001 318.78 E.W. @ F.A.(+) 090701 N 008001 011 0002 1,355.93 E.W. @ F.A.(+) 110901 N 011002 012 0001 935.62 E.W. @ F.A.(+) 100401 N 012001 013 0001 2,722.91 E.W. @ F.A.(+) 103001 N 013001 0002 1,696.54 103101 N 013002 0003 751.03 110601 N 013003 0005 451.93 103101 N 013005 8,194.37 TOTAL THIS ESTIMATE 22,116.95 TOTAL PREVIOUS ESTIMATE 30,311.32 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 12/21/01 EST. NO.06 TIME 02:42 PM R.E. NAME: AGUILAR, PEDRO 11-176304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS JULY -3,066.60 02 O/S PRS AUGUST -7,735.14 03 O/S PRS SEPT -1,180.00 04 PRS RECD SEPT 1,180.00 05 O/S PRS NOV -4,159.41 06 -4,159.41 -14,961.15 TOTAL DEDUCTIONS -4,159.41 -14,961.15 PROGRAM CAS145 PAGE 1 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 02:42 PM ESTIMATE NO. 06 BID OPENING 03/29/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 12/21/01 LOCATION PROGRESS ESTIMATE 11-SD-94-19.4/19.6 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR JAMUL FROM 14080-B SAN PASCUAL VALLEY RD LYONS VALLEY ROAD TO 0.3 KM ESCONDIDO,CA 92027 EAST OF LYONS VALLEY ROAD FED. AID NO. N O N E REHABILITATE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY CONCRETE WASHOUT EA 1,200.0000 1,200.00 0.000 0.00 002 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 0.700 1,750.00 003 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.750 7,500.00 004 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 10,000.00 1.000 5,000.00 (S) 005 TEMPORARY RAILING (TYPE K) M 50.0000 23,000.00 384.900 19,245.00 (S) 006 TRAFFIC PLASTIC DRUM EA 120.0000 2,040.00 17.000 2,040.00 (S) 007 TEMPORARY CRASH CUSHION MODULE EA 300.0000 6,600.00 18.700 5,610.00 (S) 008 REMOVE TRAFFIC STRIPE M2 25.0000 275.00 0.000 0.00 009 REMOVE ROADSIDE SIGN EA 125.0000 125.00 0.000 0.00 010 REMOVE ASPHALT CONCRETE DIKE M 9.0000 468.00 0.000 0.00 011 REMOVE DRAINAGE SYSTEM EA 1,100.0000 2,200.00 2.000 2,200.00 012 REMOVE ASPHALT CONCRETE SURFACING M3 150.0000 8,400.00 0.000 0.00 013 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 3,220.00 60.000 4,200.00 (S) 014 RESET ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 015 RELOCATE MARKER EA 100.0000 300.00 0.000 0.00 016 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 10,050.00 0.000 0.00 (S) (90 MM MAXIMUM) 017 REMOVE CONCRETE M3 200.0000 2,000.00 7.500 1,500.00 018 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 0.900 2,250.00 019 ROADWAY EXCAVATION M3 25.0000 58,250.00 2,097.000 52,425.00 020 DITCH EXCAVATION M3 25.0000 1,250.00 57.430 1,435.75 021 STRAW (EROSION CONTROL) TONN 600.0000 180.00 0.000 0.00 (S) 022 FIBER (EROSION CONTROL) KG 1.1000 418.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 2 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 02:42 PM ESTIMATE NO. 06 BID OPENING 03/29/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 COMPOST (EROSION CONTROL) KG 1.1000 253.00 0.000 0.00 (S) 024 PURE LIVE SEED (EROSION CONTROL) KG 330.0000 1,386.00 0.000 0.00 (S) 025 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 23.00 0.000 0.00 (S) 026 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 57.50 0.000 0.00 (S) 027 CLASS 2 AGGREGATE BASE M3 50.0000 12,500.00 301.000 15,050.00 028 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 1,000.00 0.000 0.00 029 ASPHALT CONCRETE (TYPE A) TONN 65.0000 111,800.00 274.520 17,843.80 030 PLACE ASPHALT CONCRETE DIKE M 7.0000 4,620.00 0.000 0.00 031 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 3,000.00 0.000 0.00 032 CLASS 2 CONCRETE (STRUCTURE) M3 1,200.0000 26,400.00 27.534 33,040.80 29.364 35,236.80 (F) 033 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 10,080.00 5.083 12,199.20 (F) 034 MINOR CONCRETE (BACKFILL) M3 475.0000 1,900.00 4.371 2,076.23 035 RETAINING WALL (MODULAR BLOCK WALL) M2 440.0000 16,720.00 29.320 12,900.80 036 BAR REINFORCING STEEL KG 2.0000 5,080.00 2,250.100 4,500.20 2,359.100 4,718.20 (SF) 037 ROADSIDE SIGN - TWO POST EA 300.0000 300.00 0.000 0.00 038 450 MM BITUMINOUS COATED CORRUGATED M 260.0000 8,060.00 11.750 3,055.00 30.800 8,008.00 STEEL PIPE (2.01 MM THICK) 039 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 3,150.00 12.550 4,392.50 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 040 450 MM BITUMINOUS COATED STEEL EA 1,500.0000 1,500.00 0.000 0.00 ENTRANCE TAPER 041 ROCK SLOPE PROTECTION M3 267.0000 1,869.00 3.300 881.10 7.380 1,970.46 (BACKING NO. 1, METHOD B) 042 CONCRETE (DITCH LINING) M3 500.0000 14,500.00 23.600 11,800.00 043 ROCK SLOPE PROTECTION FABRIC M2 13.0000 260.00 9.000 117.00 19.560 254.28 044 MISCELLANEOUS IRON AND STEEL KG 4.0000 1,724.00 495.900 1,983.60 (SF) 045 METAL BEAM GUARD RAILING M 80.0000 3,680.00 0.000 0.00 (S) 046 CABLE RAILING M 78.0000 1,950.00 0.000 0.00 (S) 047 TERMINAL SYSTEM (TYPE ET) EA 2,800.0000 2,800.00 0.000 0.00 (S) 048 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 1.000 2,000.00 (S) PROGRAM CAS145 PAGE 3 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 02:42 PM ESTIMATE NO. 06 BID OPENING 03/29/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 049 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 480.00 0.000 0.00 (S) 050 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 400.00 0.000 0.00 (S) 051 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,090.00 0.000 0.00 (S) 052 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 480.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 12/21/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 02:42 PM ESTIMATE NO. 06 BID OPENING 03/29/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/01 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 12/21/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 41,594.10 235,689.62 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 8,194.37 30,311.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 49,788.47 266,000.94 053 MOBILIZATION LS 36,000.0000 36,000.00 1.000 36,000.00 ORIGINAL CONTRACT AMOUNT 422,138.50 TOTAL WORK COMPLETED 49,788.47 302,000.94 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -4,159.41 -14,961.15 TOTAL 45,629.06 287,039.79 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 04/26/01 85 06/26/01 05/11/01 01/17/02 76 77 8 0 59% 82% PROGRESS UNSATISFACTORY AGUILAR, PEDRO RESIDENT ENGINEER PROGRAM CAS145 PAGE 14 DATE 12/21/01