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 10/27/05 EST. NO.06 TIME 11:11 AM R.E. NAME: KIBUNGUCHY, H. 03-1A9304 --------------------------------------------------------------------------- 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 10/27/05 EST. NO.06 TIME 11:11 AM R.E. NAME: KIBUNGUCHY, H. 03-1A9304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE COZEEP 5/11/05 -100.00 04 COZEEP 6/03/05 -100.00 04 COZEEP 6/16/05 -100.00 04 COZEEP 7/06/05 -100.00 04 COZEEP 7/18/05 -100.00 04 COZEEP CAN 10/03/05 -480.00 06 COZEEP CAN 10/04/05 -480.00 06 COZEEP CAN 09/28/05 -100.00 06 -1,060.00 -1,560.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 6/05 -10,000.00 02 PER LTR DATED 7/05 -10,000.00 03 RELEASE DEDUCT 6/05 10,000.00 04 RELEASE DEDUCT 7/05 10,000.00 04 PER LTR DATED 10/05 -7,000.00 06 -7,000.00 -7,000.00 TOTAL DEDUCTIONS -8,060.00 -8,560.00 PROGRAM CAS145 PAGE 1 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9304 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 10/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: KIBUNGUCHY, H. DATE OF THIS ESTIMATE 10/27/05 LOCATION PROGRESS ESTIMATE 03-YOL-80-6.4/R11.3 ----------------- DE SILVA GATES CONSTRUCTION IN YOLO COUNTY IN AND NEAR WEST P O BOX 2909 SACRAMENTO AT VARIOUS LOCATIONS DUBLIN CA 94568 FED. AID NO. ACIM-080 -2(344)82E GRIND AND ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 375,000.00 21.000 63,000.00 112.000 336,000.00 03 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.051 51.00 0.801 801.00 PROGRAM 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.050 500.00 0.818 8,180.00 05 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.634 6,340.00 06 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.170 35,700.00 0.900 189,000.00 S) 07 TRAFFIC PLASTIC DRUMS EA 50.0000 8,000.00 180.000 9,000.00 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.170 5,100.00 0.900 27,000.00 S) 09 TEMPORARY CRASH CUSHION MODULE EA 150.0000 28,500.00 14.000 2,100.00 154.000 23,100.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 10.0000 34,300.00 41.500 415.00 3,253.100 32,531.00 S) 11 REMOVE ASPHALT CONCRETE DIKE M 2.0000 13,500.00 173.500 347.00 5,255.700 10,511.40 12 REMOVE CONCRETE PAVEMENT M2 30.0000 24,300.00 0.000 0.00 13 REMOVE ASPHALT CONCRETE SURFACING M2 4.0000 19,240.00 5,527.000 22,108.00 14 ADJUST OVERSIDE DRAIN EA 300.0000 6,600.00 0.000 0.00 15 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7500 346,500.00 17,065.600 46,930.40 89,186.700 245,263.43 S) 17 ROADWAY EXCAVATION M3 75.0000 4,500.00 46.000 3,450.00 46.000 3,450.00 18 IMPORTED MATERIAL (SHOULDER BACKING) M3 50.0000 43,000.00 649.100 32,455.00 649.100 32,455.00 19 CLASS 2 AGGREGATE BASE M3 400.0000 284,000.00 0.000 0.00 20 AGGREGATE BASE (APPROACH SLAB) M3 230.0000 17,940.00 4.420 1,016.60 121.090 27,850.70 21 SEAL RANDOM CRACKS LNKM 1.0000 30.00 25.850 25.85 25.850 25.85 22 ASPHALT CONCRETE TONN 60.0000 1,194,000.00 1,602.260 96,135.60 9,429.540 565,772.40 PROGRAM CAS145 PAGE 2 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9304 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 10/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: KIBUNGUCHY, H. DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 81,600.00 241.810 14,508.60 1,379.550 82,773.00 24 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 80.0000 392,800.00 3,895.830 311,666.40 3,895.830 311,666.40 25 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 57.00 0.000 0.00 REINFORCING FABRIC) 26 PAVEMENT REINFORCING FABRIC M2 1.0000 48,400.00 0.000 0.00 27 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 10,320.00 0.000 0.00 28 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 16,680.00 0.000 0.00 29 REPLACE CONCRETE PAVEMENT M3 950.0000 1,482,000.00 1,381.940 1,312,843.00 (RAPID STRENGTH CONCRETE) 30 GRIND EXISTING CONCRETE M2 11.0000 796,400.00 71,469.000 786,159.00 S) PAVEMENT 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,400.0000 1,071,000.00 21.250 29,750.00 668.820 936,348.00 (TYPE R) 32 PAVING NOTCH EXTENSION M3 3,000.0000 63,000.00 18.980 56,940.00 33 CLEAN EXPANSION JOINT M 80.0000 10,160.00 105.060 8,404.80 105.060 8,404.80 34 JOINT SEAL (MR 15 MM) M 70.0000 31,570.00 273.040 19,112.80 273.040 19,112.80 S) 35 HIGHWAY POST MARKER EA 50.0000 50.00 0.000 0.00 36 GUARD RAILING DELINEATOR EA 15.0000 435.00 0.000 0.00 37 OBJECT MARKER (TYPE L-1) EA 40.0000 160.00 0.000 0.00 38 METAL BEAM GUARD RAILING (WOOD POST) M 58.0000 193,720.00 1,154.400 66,955.20 3,286.400 190,611.20 S) 39 TERMINAL SECTION (TYPE B) EA 300.0000 1,200.00 3.000 900.00 5.000 1,500.00 S) 40 TERMINAL SECTION (TYPE C) EA 100.0000 400.00 3.000 300.00 4.000 400.00 S) 41 END SECTION EA 200.0000 1,000.00 1.000 200.00 3.000 600.00 S) 42 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 S) 43 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 14,000.00 2.000 4,000.00 3.000 6,000.00 S) 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 4.000 2,400.00 5.000 3,000.00 S) 45 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 4,000.00 0.000 0.00 S) 46 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 9,500.00 3.060 153.00 102.560 5,128.00 S) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 24,300.00 9,327.000 9,327.00 13,246.000 13,246.00 S) 48 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,775.00 200.000 500.00 848.000 2,120.00 S) 49 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 850.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 3 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9304 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 10/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: KIBUNGUCHY, H. DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 11,160.00 5,887.000 3,532.20 5,887.000 3,532.20 S) (BROKEN 10.98 M - 3.66 M) 51 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 408.00 104.000 62.40 S) (BROKEN 5.18 M - 2.14 M) 52 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 5,460.00 120.000 360.00 S) 53 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 13,240.00 635.000 2,540.00 923.000 3,692.00 54 MODIFY TRAFFIC MONITORING STATION LS 5,000.0000 5,000.00 0.000 0.00 S) (LOCATION 1) 55 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.000 0.00 S) (LOCATION 2) 56 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 S) (LOCATION 3) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 20.0000 2,200.00 0.000 0.00 S) STRIPE 59 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,740.00 726.700 2,180.10 726.700 2,180.10 S) 60 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 38.0000 342.00 8.910 338.58 8.910 338.58 S) 61 REMOVE PAVEMENT MARKER EA 3.0000 183.00 0.000 0.00 62 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A9304 TIME 11:11 AM ESTIMATE NO. 06 BID OPENING 10/19/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/05 R.E. NAME: KIBUNGUCHY, H. DATE OF THIS ESTIMATE 10/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 766,995.13 5,291,906.26 ADJUSTMENT OF COMPENSATION 0.00 -54,896.54 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 766,995.13 5,237,009.72 63 MOBILIZATION LS 770,000.0000 770,000.00 1.000 770,000.00 ORIGINAL CONTRACT AMOUNT 7,779,720.00 TOTAL WORK COMPLETED 766,995.13 6,007,009.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -8,060.00 -8,560.00 TOTAL 758,935.13 5,998,449.72 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 11/17/04 125 05/02/05 12/02/04 11/02/05 112 111 -4 0 89% 93% PROGRESS IS SATISFACTORY KIBUNGUCHY, H. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/05