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 03/15/12 EST. NO.16 TIME 10:41 AM R.E. NAME: MARK MENGONI 06-472304 --------------------------------------------------------------------------- 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 0032 236.63 E.W. @ F.A.(+) 101111 N 046 0 236.63 TOTAL THIS ESTIMATE 260,176.48 TOTAL PREVIOUS ESTIMATE 260,413.11 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 03/15/12 EST. NO.16 TIME 10:41 AM R.E. NAME: MARK MENGONI 06-472304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CEM 4401 -3,800.00 04 RECD CEM 4401 3,800.00 05 HMA COMPACTION -4,355.00 06 HMA COMPACTION 2,229.76 07 MISS HMA TESTS -200.00 07 MISS VAR. CERTS -5,000.00 09 ASPHALT CONTENT FAIL -5,527.98 12 MISS HMA COM TESTS -1,380.00 12 MISS HMA RESULTS -900.00 13 REL FAILED AC CONT 5,527.98 13 MISS CEM 4401 -10,000.00 14 RECD CEM 4401 10,000.00 15 PILE ANOMOLY -300.00 16 RECD CERTS 5,000.00 16 4,700.00 -4,905.24 LABOR COMPLIANCE VIOLATION MISS PYRL -3,000.00 12 RECD PYRL #12 3,000.00 13 MISS PYRL -10,000.00 14 RECD PYRL 10,000.00 15 0.00 0.00 LIQUIDATED DAMAGES 2 LDS @ 3000 PER/DAY -6,000.00 14 REL 2LDS @ 3000 P/D 6,000.00 16 6,000.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS CEM 2402F -10,000.00 14 RECD CEM 2402F 10,000.00 15 0.00 0.00 TOTAL DEDUCTIONS 10,700.00 -4,905.24 PROGRAM CAS145 PAGE 1 DATE 03/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 10:41 AM ESTIMATE NO. 16 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/15/12 LOCATION SEMI-FINAL ESTIMATE 06-FRE-180-81.7/82.1 ------------------- SOUZA CONSTRUCTION IN FRESNO COUNTY NEAR MINKLER FROM P.O. BOX 3810 0.6 MILE EAST OF ALTA AVENUE TO SAN LUIS OBISPO, CA 93403 CRAWFORD AVENUE FED. AID NO. ACNH-P180(55)E ,ACBH-P180(55)E ,NH-P180(55)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 002 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,230.00 890.000 6,230.00 003 CONSTRUCTION SITE MANAGEMENT LS 3,267.0000 3,267.00 1.000 3,267.00 004 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4000 26,640.00 8,965.000 21,516.00 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,296.0000 2,592.00 2.000 2,592.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,720.0000 6,880.00 3.500 6,020.00 008 TEMPORARY COVER SQYD 4.0000 6,000.00 145.700 582.80 009 STREET SWEEPING LS 8,239.0000 8,239.00 1.000 8,239.00 010 CONSTRUCTION AREA SIGNS LS 3,777.0000 3,777.00 1.000 3,777.00 011 TRAFFIC CONTROL SYSTEM LS 20,381.0000 20,381.00 1.000 20,381.00 012 TYPE III BARRICADE EA 45.0000 1,080.00 24.000 1,080.00 013 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 4,600.00 2,191.000 4,382.00 014 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 1,200.00 150.000 1,200.00 015 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 868.00 30.000 840.00 016 TEMPORARY SIGNAL SYSTEM LS 61,804.0000 61,804.00 1.000 61,804.00 017 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,324.0000 7,324.00 1.000 7,324.00 018 TEMPORARY RAILING (TYPE K) LF 12.0000 23,880.00 2,000.000 24,000.00 019 TEMPORARY CRASH CUSHION MODULE EA 160.0000 8,960.00 56.000 8,960.00 020 REMOVE MARKER EA 5.0000 40.00 8.000 40.00 021 REMOVE METAL BEAM GUARD RAILING LF 17.0000 3,910.00 228.000 3,876.00 022 REMOVE ROADSIDE SIGN EA 28.0000 56.00 2.000 56.00 PROGRAM CAS145 PAGE 2 DATE 03/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 10:41 AM ESTIMATE NO. 16 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE DELINEATOR EA 5.0000 15.00 3.000 15.00 024 RESET MAILBOX EA 379.0000 379.00 0.000 0.00 025 RELOCATE ROADSIDE SIGN-ONE POST EA 171.0000 513.00 2.000 342.00 026 RELOCATE ROADSIDE SIGN-TWO POST EA 228.0000 228.00 1.000 228.00 027 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 4,300.00 1,187.000 11,870.00 028 BRIDGE REMOVAL LS 22,000.0000 22,000.00 1.000 22,000.00 029 CLEARING AND GRUBBING LS 3,500.0000 3,500.00 1.000 3,500.00 030 ROADWAY EXCAVATION CY 31.0000 87,420.00 3,010.000 93,310.00 031 LEAD COMPLIANCE PLAN LS 2,860.0000 2,860.00 1.000 2,860.00 032 STRUCTURE EXCAVATION (BRIDGE) CY 55.0000 4,235.00 77.000 4,235.00 (F) 033 STRUCTURE EXCAVATION (TYPE D) CY 217.0000 6,510.00 30.000 6,510.00 (F) 034 STRUCTURE BACKFILL (BRIDGE) CY 179.0000 12,530.00 70.000 12,530.00 (F) 035 COMPOST (INCORPORATE) SQYD 3.7900 42,827.00 11,282.000 42,758.78 036 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 394.0000 1,182.00 2.000 788.00 037 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 6,120.00 101,538.000 6,092.28 038 ROLLED EROSION CONTROL PRODUCT SQFT 0.3400 34,680.00 0.000 0.00 (NETTING) 039 CLASS 2 AGGREGATE BASE CY 28.5000 189,810.00 3,901.000 111,178.50 040 HOT MIX ASPHALT (TYPE A) TON 82.0000 240,260.00 2,874.820 235,735.24 041 DATA CORE LS 1,144.0000 1,144.00 1.000 1,144.00 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 2,000.00 205.000 1,640.00 043 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 800.00 142.000 1,136.00 044 PLACE HOT MIX ASPHALT SQYD 9.0000 6,210.00 688.800 6,199.20 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,585.0000 5,706.00 0.000 0.00 046 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 101.0000 38,481.00 117.000 11,817.00 047 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.0000 34,362.00 18.000 3,726.00 048 24" CAST-IN-DRILLED-HOLE CONCRETE LF 149.0000 8,940.00 251.350 37,451.15 PILING (ROCK SOCKET) 049 36" CAST-IN-DRILLED-HOLE CONCRETE LF 204.0000 8,160.00 151.650 30,936.60 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 3 DATE 03/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 10:41 AM ESTIMATE NO. 16 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BRIDGE CY 638.0000 264,132.00 414.000 264,132.00 (F) 051 STRUCTURAL CONCRETE, BOX CULVERT CY 1,615.0000 77,520.00 42.300 68,314.50 (F) 052 MINOR CONCRETE (MINOR STRUCTURE) CY 1,135.0000 41,995.00 54.200 61,517.00 (F) 053 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 98,570.40 123,213.000 98,570.40 (F) 054 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7000 5,868.80 10,176.000 7,123.20 (F) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 320.00 11.000 176.00 19.910 318.56 (0.063"-UNFRAMED) 056 ROADSIDE SIGN - ONE POST EA 229.0000 1,145.00 3.000 687.00 057 24" REINFORCED CONCRETE PIPE LF 189.0000 14,364.00 76.000 14,364.00 058 18" CORRUGATED STEEL PIPE (.079" THICK) LF 105.0000 19,950.00 191.000 20,055.00 059 24" CONCRETE FLARED END SECTION EA 786.0000 1,572.00 2.000 1,572.00 060 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 55,800.00 607.200 54,648.00 061 ROCK SLOPE PROTECTION CY 562.0000 674.40 1.200 674.40 (BACKING NO. 2, METHOD B) 062 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 4,250.00 845.800 4,229.00 063 DELINEATOR (CLASS 1) EA 35.0000 175.00 5.000 175.00 064 OBJECT MARKER (TYPE P) EA 69.0000 276.00 4.000 276.00 065 OBJECT MARKER (TYPE L-1) EA 60.0000 360.00 6.000 360.00 066 TRANSITION RAILING (TYPE WB) EA 3,720.0000 14,880.00 4.000 14,880.00 067 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,289.0000 9,156.00 4.000 9,156.00 068 CONCRETE BARRIER (TYPE 80) LF 258.0000 64,242.00 249.000 64,242.00 (F) 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,528.00 6,312.000 2,524.80 070 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 492.00 28.000 336.00 071 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 68.00 100.000 40.00 (BROKEN 12-3) 072 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 604.00 1,525.000 610.00 (BROKEN 36-12) 073 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 560.00 140.000 560.00 074 CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 1.000 4,000.00 PROGRAM CAS145 PAGE 4 DATE 03/15/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 10:41 AM ESTIMATE NO. 16 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 03/15/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 176.00 1,528,534.41 ADJUSTMENT OF COMPENSATION 0.00 101,253.41 EXTRA WORK 236.63 159,159.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 412.63 1,788,947.52 075 MOBILIZATION LS 83,300.0000 83,300.00 1.000 83,300.00 ORIGINAL CONTRACT AMOUNT 1,731,702.60 TOTAL WORK COMPLETED 412.63 1,872,247.52 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,700.00 -4,905.24 TOTAL 11,112.63 1,867,342.28 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 10/26/10 185 11/10/10 11/10/10 10/19/11 191 45 0 0 100% 100% MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 03/15/12