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 06/23/00 EST. NO.13 TIME 09:32 AM R.E. NAME: 250 CHERRY LANE, SUITE 111 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 --------------------------------------------------------------------------- 009 0001 26.58 E.W. @ F.A.(+) 050900 N 00-011 0001-1 -26.58 050900 N 00-011 DAO CORRECTING ENTRY 0001-2 0.00 050900 N 00-011 DAO CORRECTING ENTRY 0002 4,303.21 051000 N 00-012 0002-1 -4,303.21 051000 N 00-012 DAO CORRECTING ENTRY 0002-2 0.00 051000 N 00-012 DAO CORRECTING ENTRY 0003 21.78 051100 N 00-016 0003-1 -21.78 051100 N 00-016 DAO CORRECTING ENTRY 0003-2 0.00 051100 N 00-016 DAO CORRECTING ENTRY 0004 1,737.71 051500 N 00-019 0004-1 -1,737.71 051500 N 00-019 DAO CORRECTING ENTRY 0004-2 1,751.29 051500 N 00-019 DAO CORRECTING ENTRY 0004-3 -1,751.29 051500 N 00-019 DAO CORRECTING ENTRY 0004-4 0.00 051500 N 00-019 DAO CORRECTING ENTRY 0005 4,353.42 052400 N 00-030 0005-1 -4,353.42 052400 N 00-030 DAO CORRECTING ENTRY 0005-2 0.00 052400 N 00-030 DAO CORRECTING ENTRY 011 0001 351.41 E.W. @ L.S.(+) 060999 N 0 351.41 TOTAL THIS ESTIMATE 346,222.88 TOTAL PREVIOUS ESTIMATE 346,574.29 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 06/23/00 EST. NO.13 TIME 09:32 AM R.E. NAME: 250 CHERRY LANE, SUITE 111 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 06/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 09:32 AM ESTIMATE NO. 13 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 06/20/00 R.E. NAME: 250 CHERRY LANE, SUITE 111 DATE OF THIS ESTIMATE 06/23/00 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-5-10.7/R22.5 ----------------------- GRANITE 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 0.072 2,520.00 0.770 26,950.00 (S) 002 TRAFFIC CONTROL SYSTEM LS 795,000.0000 795,000.00 0.090 71,550.00 0.675 536,625.00 (S) 003 TYPE III BARRICADE EA 100.0000 1,200.00 4.000 400.00 004 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.090 9,000.00 0.675 67,500.00 005 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 0.866 86,600.00 007 SALVAGE METAL BRIDGE RAILING M 80.0000 82,400.00 319.200 25,536.00 686.800 54,944.00 (S) 008 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 1,350.00 19.050 952.50 (S) (2.1 M POST) 009 RECONSTRUCT METAL BEAM GUARD RAILING M 30.0000 41,100.00 22.800 684.00 292.360 8,770.80 (S) (WOOD POST) 010 RESET ROADSIDE SIGN EA 150.0000 450.00 3.000 450.00 011 RELOCATE ROADSIDE SIGN EA 150.0000 4,200.00 21.000 3,150.00 012 ADJUST MONUMENT COVER EA 200.0000 11,200.00 36.000 7,200.00 013 ADJUST INLET EA 1,300.0000 75,400.00 26.000 33,800.00 014 MODIFY INLET EA 1,500.0000 30,000.00 20.000 30,000.00 015 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 65,300.00 770.100 7,701.00 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 0.000 0.00 019 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.800 4,000.00 020 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 6,307.900 252,316.00 PROGRAM CAS145 PAGE 2 DATE 06/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 09:32 AM ESTIMATE NO. 13 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 06/20/00 R.E. NAME: 250 CHERRY LANE, SUITE 111 DATE OF THIS ESTIMATE 06/23/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,016.390 1,015,573.65 174,030.780 6,091,077.30 033 ASPHALT CONCRETE (OPEN GRADED) TONN 35.0000 67,200.00 968.510 33,897.85 968.510 33,897.85 034 ASPHALT CONCRETE (LEVELING) TONN 35.0000 367,500.00 10,412.970 364,453.95 035 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 560.00 311.010 311.01 698.120 698.12 REINFORCING FABRIC) 036 PAVEMENT REINFORCING FABRIC M2 0.8000 373,600.00 112,691.400 90,153.12 462,596.200 370,076.96 037 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 17,400.00 352.540 10,576.20 AREA) 038 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.0000 220.00 25.000 50.00 039 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.0000 1,320.00 0.000 0.00 040 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 1.0000 34,900.00 28,307.360 28,307.36 041 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.0000 1,760.00 0.000 0.00 042 RUMBLE STRIP M 0.2000 12,300.00 4,724.200 944.84 55,349.300 11,069.86 043 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 320.00 37.330 37.33 220.310 220.31 044 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 6,377.400 95,661.00 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 2.700 540.00 049 MINOR CONCRETE (MINOR STRUCTURE) M3 1,750.0000 148,750.00 61.550 107,712.50 (F) PROGRAM CAS145 PAGE 3 DATE 06/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 09:32 AM ESTIMATE NO. 13 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 06/20/00 R.E. NAME: 250 CHERRY LANE, SUITE 111 DATE OF THIS ESTIMATE 06/23/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) 052 TREAT BRIDGE DECK M2 2.0000 25,610.00 0.000 0.00 (SF) 053 FURNISH BRIDGE DECK TREATMENT MATERIAL L 13.0000 68,055.00 0.000 0.00 (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 0.000 0.00 (S) 057 FLEXOGRID M2 60.0000 204,000.00 0.000 0.00 (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 102,700.00 656.080 85,290.40 (2.01 MM THICK) 061 300 MM STEEL FLARED END SECTION EA 100.0000 8,700.00 74.000 7,400.00 062 450 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 66.600 23,310.00 065 ROCK SLOPE PROTECTION FABRIC M2 2.0000 800.00 340.400 680.80 066 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 9,559.000 19,118.00 (SF) 068 DELINEATOR (CLASS 1) EA 50.0000 100.00 0.000 0.00 069 GUARD RAILING DELINEATOR EA 10.0000 540.00 9.000 90.00 36.000 360.00 070 METAL BEAM GUARD RAILING (WOOD POST) M 45.0000 41,850.00 228.500 10,282.50 561.300 25,258.50 (S) 071 METAL BEAM GUARD RAILING (2.1 M POST) M 60.0000 480.00 0.000 0.00 (S) 072 CABLE ANCHOR ASSEMBLY EA 600.0000 12,000.00 1.000 600.00 (S) 073 CABLE ANCHOR ASSEMBLY EA 500.0000 12,500.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 074 TERMINAL SECTION (TYPE B) EA 50.0000 850.00 5.000 250.00 5.000 250.00 (S) 075 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 45,000.00 3.000 7,500.00 12.000 30,000.00 (S) 076 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 62,000.00 7.000 14,000.00 (S) PROGRAM CAS145 PAGE 4 DATE 06/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 09:32 AM ESTIMATE NO. 13 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 06/20/00 R.E. NAME: 250 CHERRY LANE, SUITE 111 DATE OF THIS ESTIMATE 06/23/00 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 500.00 5.000 500.00 (S) 078 CRASH CUSHION, SAND FILLED EA 6,000.0000 6,000.00 0.000 0.00 (S) 079 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 13,600.00 317.620 12,704.80 (S) 080 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.7000 79,800.00 87,684.400 61,379.08 (S) 081 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2000 52,140.00 16,591.000 36,500.20 (S) 082 PAVEMENT MARKER (REFLECTIVE) EA 3.3000 30,723.00 8,388.000 27,680.40 (S) 083 MODIFY TRAFFIC MONITORING STATION LS 17,000.0000 17,000.00 0.800 13,600.00 (S) (LOCATION 1) 084 MODIFY TRAFFIC MONITORING STATION LS 8,500.0000 8,500.00 0.500 4,250.00 0.500 4,250.00 (S) (LOCATION 2) 085 MODIFY TRAFFIC MONITORING STATION LS 2,000.0000 2,000.00 0.800 1,600.00 0.800 1,600.00 (S) (LOCATION 3) 086 MODIFY TRAFFIC MONITORING STATION LS 2,500.0000 2,500.00 0.800 2,000.00 0.800 2,000.00 (S) (LOCATION 4) 087 MODIFY TRAFFIC MONITORING STATION LS 1,000.0000 1,000.00 0.900 900.00 0.900 900.00 (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 0.077 4,620.00 1.000 60,000.00 (S) 103 REMOVE EXISTING WEARING SURFACE M2 10.0000 148,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/23/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-460804 TIME 09:32 AM ESTIMATE NO. 13 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 06/20/00 R.E. NAME: 250 CHERRY LANE, SUITE 111 DATE OF THIS ESTIMATE 06/23/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,385,562.30 11,147,968.32 ADJUSTMENT OF COMPENSATION 0.00 321,478.67 EXTRA WORK 351.41 25,095.62 SUBTOTAL AMOUNT EARNED 1,385,913.71 11,494,542.61 ORIGINAL CONTRACT AMOUNT 12,839,835.00 TOTAL WORK COMPLETED 1,385,913.71 11,494,542.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,385,913.71 11,494,542.61 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 05/26/99 170 06/10/99 06/10/99 09/16/00 200 0 0 3 85% 100% PROGRESS UNSATISFACTORY 250 CHERRY LANE, SUITE 111 RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/00