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 09/03/03 EST. NO.13 TIME 06:47 AM 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 --------------------------------------------------------------------------- *** 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 09/03/03 EST. NO.13 TIME 06:47 AM 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 O/S PRS DEC -10,000.00 07 PRS RECD JULY 3,066.60 07 PRS RECD AUG,NOV,DEC 21,894.55 10 0.00 0.00 LIQUIDATED DAMAGES 3 DAYS @ $400/DAY -1,200.00 07 13 DAYS @ $400/DAY -5,200.00 08 1 DAYS @ $400/DAY 400.00 11 15 DAYS @ $400/DAY 6,000.00 12 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM-2402(S) -10,000.00 08 CEM-2402(S) RECD 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 06:47 AM ESTIMATE NO. 13 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 02/08/02 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 09/03/03 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY CONCRETE WASHOUT EA 1,200.0000 1,200.00 1.000 1,200.00 02 CONSTRUCTION AREA SIGNS LS 2,500.0000 2,500.00 1.000 2,500.00 03 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 04 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 10,000.00 2.000 10,000.00 S) 05 TEMPORARY RAILING (TYPE K) M 50.0000 23,000.00 408.700 20,435.00 S) 06 TRAFFIC PLASTIC DRUM EA 120.0000 2,040.00 17.000 2,040.00 S) 07 TEMPORARY CRASH CUSHION MODULE EA 300.0000 6,600.00 22.000 6,600.00 S) 08 REMOVE TRAFFIC STRIPE M2 25.0000 275.00 0.500 12.50 09 REMOVE ROADSIDE SIGN EA 125.0000 125.00 1.000 125.00 10 REMOVE ASPHALT CONCRETE DIKE M 9.0000 468.00 20.000 180.00 11 REMOVE DRAINAGE SYSTEM EA 1,100.0000 2,200.00 2.000 2,200.00 12 REMOVE ASPHALT CONCRETE SURFACING M3 150.0000 8,400.00 51.000 7,650.00 13 RECONSTRUCT METAL BEAM GUARD RAILING M 70.0000 3,220.00 60.000 4,200.00 S) 14 RESET ROADSIDE SIGN EA 100.0000 100.00 2.000 200.00 15 RELOCATE MARKER EA 100.0000 300.00 3.000 300.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 10,050.00 562.000 8,430.00 S) (90 MM MAXIMUM) 17 REMOVE CONCRETE M3 200.0000 2,000.00 7.500 1,500.00 18 CLEARING AND GRUBBING LS 2,500.0000 2,500.00 1.000 2,500.00 19 ROADWAY EXCAVATION M3 25.0000 58,250.00 2,330.000 58,250.00 20 DITCH EXCAVATION M3 25.0000 1,250.00 57.430 1,435.75 21 STRAW (EROSION CONTROL) TONN 600.0000 180.00 0.650 390.00 S) 22 FIBER (EROSION CONTROL) KG 1.1000 418.00 820.000 902.00 S) PROGRAM CAS145 PAGE 2 DATE 09/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 06:47 AM ESTIMATE NO. 13 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 02/08/02 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 09/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COMPOST (EROSION CONTROL) KG 1.1000 253.00 495.000 544.50 S) 24 PURE LIVE SEED (EROSION CONTROL) KG 330.0000 1,386.00 10.380 3,425.40 S) 25 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 23.00 49.000 49.00 S) 26 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 57.50 49.000 122.50 S) 27 CLASS 2 AGGREGATE BASE M3 50.0000 12,500.00 301.000 15,050.00 28 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 1,000.00 0.260 260.00 29 ASPHALT CONCRETE (TYPE A) TONN 65.0000 111,800.00 1,427.350 92,777.75 30 PLACE ASPHALT CONCRETE DIKE M 7.0000 4,620.00 689.000 4,823.00 31 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 3,000.00 1.651 1,651.00 32 CLASS 2 CONCRETE (STRUCTURE) M3 1,200.0000 26,400.00 28.937 34,724.40 F) 33 MINOR CONCRETE (MINOR STRUCTURE) M3 2,400.0000 10,080.00 5.083 12,199.20 F) 34 MINOR CONCRETE (BACKFILL) M3 475.0000 1,900.00 4.371 2,076.23 35 RETAINING WALL (MODULAR BLOCK WALL) M2 440.0000 16,720.00 29.320 12,900.80 36 BAR REINFORCING STEEL KG 2.0000 5,080.00 2,359.100 4,718.20 SF) 37 ROADSIDE SIGN - TWO POST EA 300.0000 300.00 1.000 300.00 38 450 MM BITUMINOUS COATED CORRUGATED M 260.0000 8,060.00 30.800 8,008.00 STEEL PIPE (2.01 MM THICK) 39 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 3,150.00 12.550 4,392.50 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 40 450 MM BITUMINOUS COATED STEEL EA 1,500.0000 1,500.00 0.000 0.00 ENTRANCE TAPER 41 ROCK SLOPE PROTECTION M3 267.0000 1,869.00 7.380 1,970.46 (BACKING NO. 1, METHOD B) 42 CONCRETE (DITCH LINING) M3 500.0000 14,500.00 23.600 11,800.00 43 ROCK SLOPE PROTECTION FABRIC M2 13.0000 260.00 19.560 254.28 44 MISCELLANEOUS IRON AND STEEL KG 4.0000 1,724.00 495.900 1,983.60 SF) 45 METAL BEAM GUARD RAILING M 80.0000 3,680.00 46.000 3,680.00 S) 46 CABLE RAILING M 78.0000 1,950.00 24.100 1,879.80 S) 47 TERMINAL SYSTEM (TYPE ET) EA 2,800.0000 2,800.00 1.000 2,800.00 S) 48 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 2.000 4,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 06:47 AM ESTIMATE NO. 13 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 02/08/02 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 09/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 49 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 480.00 7.800 468.00 S) 50 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 400.00 94.500 378.00 S) 51 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,090.00 1,076.250 1,076.25 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 480.00 114.000 456.00 S) PROGRAM CAS145 PAGE 4 DATE 09/03/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-176304 TIME 06:47 AM ESTIMATE NO. 13 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 02/08/02 R.E. NAME: AGUILAR, PEDRO DATE OF THIS ESTIMATE 09/03/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 369,819.12 ADJUSTMENT OF COMPENSATION 0.00 82,794.35 EXTRA WORK 0.00 97,872.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 550,486.34 53 MOBILIZATION LS 36,000.0000 36,000.00 1.000 36,000.00 ORIGINAL CONTRACT AMOUNT 422,138.50 TOTAL WORK COMPLETED 0.00 586,486.34 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 586,486.34 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/26/01 85 06/26/01 05/11/01 02/08/02 118 77 26 6 100% 100% AGUILAR, PEDRO RESIDENT ENGINEER PROGRAM CAS145 DATE 09/03/03