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 02/27/01 EST. NO.21 TIME 10:21 AM R.E. NAME: JOHN YANGUBA 10-460804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 021 0001 588.69 E.W. @ F.A.(+) 012301 Y 000003 0002 805.18 011901 Y 000001 0003 604.54 012201 Y 000002 0004 206.02 012401 Y 000004 0005 2,300.00 011501 Y 000015 4,504.43 TOTAL THIS ESTIMATE 1,243,176.92 TOTAL PREVIOUS ESTIMATE 1,247,681.35 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 02/27/01 EST. NO.21 TIME 10:21 AM R.E. NAME: JOHN YANGUBA 10-460804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -7,191.51 07 MISS PYRLS RECD 7,191.51 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/27/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 03/23/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: JOHN YANGUBA DATE OF THIS ESTIMATE 02/27/01 LOCATION PROGRESS ESTIMATE 10-SJ-5-10.7/R22.5 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN JOAQUIN COUNTY IN AND NEAR LATHROP AND STOCKTON FROM 0.1 KM SOUTH OF DEUEL OVERHEAD TO 0.6 KM NORTH OF FRENCH CAMP TURNPIKE UNDERCROSSING FED. AID NO. ACIM-005 -6(298)455,ACIM-005 -6(298)E STRUCTURAL SECTION REPAIR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 002 TRAFFIC CONTROL SYSTEM LS 795,000.0000 795,000.00 1.000 795,000.00 (S) 003 TYPE III BARRICADE EA 100.0000 1,200.00 12.000 1,200.00 004 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 1.000 100,000.00 005 REMOVE ASPHALT CONCRETE DIKE M 4.0000 146,400.00 36,152.090 144,608.36 006 REMOVE DRAINAGE FACILITIES LS 100,000.0000 100,000.00 1.000 100,000.00 007 SALVAGE METAL BRIDGE RAILING M 80.0000 82,400.00 1,363.500 109,080.00 (S) 008 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 1,350.00 26.670 1,333.50 (S) (2.1 M POST) 009 RECONSTRUCT METAL BEAM GUARD RAILING M 30.0000 41,100.00 22.860 685.80 1,193.670 35,810.10 (S) (WOOD POST) 010 RESET ROADSIDE SIGN EA 150.0000 450.00 5.000 750.00 011 RELOCATE ROADSIDE SIGN EA 150.0000 4,200.00 27.000 4,050.00 012 ADJUST MONUMENT COVER EA 200.0000 11,200.00 49.000 9,800.00 013 ADJUST INLET EA 1,300.0000 75,400.00 57.000 74,100.00 014 MODIFY INLET EA 1,500.0000 30,000.00 20.000 30,000.00 015 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 65,300.00 6,431.160 64,311.60 (S) (45 MM MAXIMUM) 016 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 12,500.00 1,277.550 12,775.50 (S) (105 MM MAXIMUM) 017 REMOVE CONCRETE CURB M 50.0000 57,500.00 1,128.400 56,420.00 018 CLEAN BRIDGE DECK M2 4.0000 58,860.00 661.750 2,647.00 15,621.750 62,487.00 019 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 020 ROADWAY EXCAVATION M3 65.0000 207,350.00 3,200.150 208,009.75 021 IMPORTED BORROW M3 60.0000 148,200.00 2,587.000 155,220.00 022 IMPORTED MATERIAL (SHOULDER BACKING) TONN 40.0000 192,800.00 7,319.670 292,786.80 PROGRAM CAS145 PAGE 2 DATE 02/27/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 03/23/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: JOHN YANGUBA DATE OF THIS ESTIMATE 02/27/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRAW (EROSION CONTROL) TONN 650.0000 2,340.00 6.050 3,932.50 (S) 024 FIBER (EROSION CONTROL) KG 2.0000 2,480.00 1,270.080 2,540.16 (S) 025 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 8,600.00 66.790 6,679.00 (S) 026 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 238.140 357.21 (S) 027 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 375.00 79.380 396.90 (S) 028 CLASS 2 AGGREGATE BASE M3 40.0000 76,000.00 1,891.900 75,676.00 029 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 9,500.00 73.550 36,775.00 030 SEAL RANDOM CRACKS LNKM 3,000.0000 60,000.00 20.000 60,000.00 031 REPLACE ASPHALT CONCRETE SURFACING M3 300.0000 414,000.00 1,557.000 467,100.00 032 ASPHALT CONCRETE TONN 35.0000 6370,000.00 183,683.210 6,428,912.35 033 ASPHALT CONCRETE (OPEN GRADED) TONN 35.0000 67,200.00 2,180.200 76,307.00 034 ASPHALT CONCRETE (LEVELING) TONN 35.0000 367,500.00 10,745.100 376,078.50 035 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 560.00 698.120 698.12 REINFORCING FABRIC) 036 PAVEMENT REINFORCING FABRIC M2 0.8000 373,600.00 462,596.200 370,076.96 037 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 17,400.00 480.790 14,423.70 AREA) 038 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 220.00 79.000 158.00 039 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 1,320.00 697.000 1,394.00 040 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.0000 34,900.00 34,131.360 34,131.36 041 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 1,760.00 863.000 1,726.00 042 RUMBLE STRIP M 0.2000 12,300.00 60,804.200 12,160.84 043 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 320.00 241.010 241.01 044 REPLACE CONCRETE PAVEMENT M3 500.0000 650,000.00 1,460.977 730,488.50 045 CRACK EXISTING CONCRETE PAVEMENT M2 0.2000 81,600.00 404,202.000 80,840.40 046 PAVEMENT TRANSITION TAPER M2 15.0000 234,000.00 14,741.370 221,120.55 047 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 112,800.00 147.000 117,600.00 (TYPE R) 048 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 540.00 3.700 740.00 049 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 148,750.00 85.000 148,750.00 (F) PROGRAM CAS145 PAGE 3 DATE 02/27/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 03/23/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: JOHN YANGUBA DATE OF THIS ESTIMATE 02/27/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PAVING NOTCH EXTENSION M3 10,000.0000 33,000.00 6.300 63,000.00 051 JOINT SEAL (TYPE B - MR 30 MM) M 165.0000 8,250.00 49.100 8,101.50 (S) 052 TREAT BRIDGE DECK M2 2.0000 25,610.00 662.750 1,325.50 13,727.750 27,455.50 (SF) 053 FURNISH BRIDGE DECK TREATMENT MATERIAL L 13.0000 68,055.00 3,767.000 48,971.00 9,115.000 118,495.00 (S) (LOW ODOR) 054 E-BOND M2 40.0000 153,200.00 0.000 0.00 (S) 055 FOSROC M2 40.0000 179,000.00 0.000 0.00 (S) 056 ATLAS M2 35.0000 105,525.00 611.000 21,385.00 (S) 057 FLEXOGRID M2 60.0000 204,000.00 1,284.000 77,040.00 (S) 058 450 MM CORRUGATED STEEL PIPE M 200.0000 56,000.00 263.700 52,740.00 (2.01 MM THICK) 059 700 MM X 500 MM CORRUGATED STEEL PIPE M 250.0000 1,750.00 6.500 1,625.00 ARCH (2.01 MM THICK) 060 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 102,700.00 794.080 103,230.40 (2.01 MM THICK) 061 300 MM STEEL FLARED END SECTION EA 100.0000 8,700.00 87.000 8,700.00 062 450 MM CONCRETE FLARED END SECTION EA 500.0000 500.00 0.000 0.00 063 700 MM X 500 MM STEEL FLARED END EA 200.0000 400.00 2.000 400.00 PIPE ARCH SECTION 064 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 350.0000 27,650.00 81.000 28,350.00 065 ROCK SLOPE PROTECTION FABRIC M2 2.0000 800.00 408.980 817.96 066 MINOR CONCRETE (CURB) M 100.0000 1,700.00 31.310 3,131.00 067 MISCELLANEOUS IRON AND STEEL KG 2.0000 22,142.00 11,071.000 22,142.00 (SF) 068 DELINEATOR (CLASS 1) EA 50.0000 100.00 0.000 0.00 069 GUARD RAILING DELINEATOR EA 10.0000 540.00 66.000 660.00 070 METAL BEAM GUARD RAILING (WOOD POST) M 45.0000 41,850.00 1,215.490 54,697.05 (S) 071 METAL BEAM GUARD RAILING (2.1 M POST) M 60.0000 480.00 7.620 457.20 (S) 072 CABLE ANCHOR ASSEMBLY EA 600.0000 12,000.00 17.000 10,200.00 (S) 073 CABLE ANCHOR ASSEMBLY EA 500.0000 12,500.00 10.000 5,000.00 10.000 5,000.00 (S) (BREAKAWAY, TYPE B) 074 TERMINAL SECTION (TYPE B) EA 50.0000 850.00 17.000 850.00 (S) 075 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 45,000.00 3.000 7,500.00 21.000 52,500.00 (S) 076 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 62,000.00 2.000 4,000.00 25.000 50,000.00 (S) PROGRAM CAS145 PAGE 4 DATE 02/27/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 03/23/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: JOHN YANGUBA DATE OF THIS ESTIMATE 02/27/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 RETURN SECTION EA 100.0000 2,000.00 8.000 800.00 18.000 1,800.00 (S) 078 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 1.000 6,000.00 (S) 079 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 13,600.00 393.250 15,730.00 (S) 080 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.7000 79,800.00 110,267.400 77,187.18 (S) 081 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 52,140.00 22,628.000 49,781.60 (S) 082 PAVEMENT MARKER (REFLECTIVE) EA 3.3000 30,723.00 11,545.000 38,098.50 (S) 083 MODIFY TRAFFIC MONITORING STATION LS 17,000.0000 17,000.00 1.000 17,000.00 (S) (LOCATION 1) 084 MODIFY TRAFFIC MONITORING STATION LS 8,500.0000 8,500.00 1.000 8,500.00 (S) (LOCATION 2) 085 MODIFY TRAFFIC MONITORING STATION LS 2,000.0000 2,000.00 1.000 2,000.00 (S) (LOCATION 3) 086 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) (LOCATION 4) 087 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 5) 088 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000.00 (S) (LOCATION 6) 089 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 1.000 3,000.00 (S) (LOCATION 7) 090 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) (LOCATION 8) 091 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 9) 092 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 10) 093 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 11) 094 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 12) 095 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 13) 096 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) (LOCATION 14) 097 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (LOCATION 15) 098 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 16) 099 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 1.000 2,500.00 (S) (LOCATION 17) 100 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 18) 101 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 1.000 1,000.00 (S) (LOCATION 19) 102 MODIFY LIGHTING LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 103 REMOVE EXISTING WEARING SURFACE M2 10.0000 148,000.00 14,847.000 148,470.00 PROGRAM CAS145 PAGE 5 DATE 02/27/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 10:21 AM ESTIMATE NO. 21 BID OPENING 03/23/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/01 R.E. NAME: JOHN YANGUBA DATE OF THIS ESTIMATE 02/27/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 70,929.30 12,728,591.56 ADJUSTMENT OF COMPENSATION 0.00 794,162.00 EXTRA WORK 4,504.43 453,519.35 SUBTOTAL AMOUNT EARNED 75,433.73 13,976,272.91 ORIGINAL CONTRACT AMOUNT 12,839,835.00 TOTAL WORK COMPLETED 75,433.73 13,976,272.91 MATERIALS ON HAND ON SITE 228,069.16 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 75,433.73 14,204,342.07 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 05/26/99 200 06/10/99 06/10/99 12/07/00 200 117 40 0 95% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE W H Y ... W H Y ... W H JOHN YANGUBA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/27/01