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 07/26/11 EST. NO.11 TIME 06:57 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 --------------------------------------------------------------------------- *** 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 07/26/11 EST. NO.11 TIME 06:57 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 0.00 -7,325.24 TOTAL DEDUCTIONS 0.00 -7,325.24 PROGRAM CAS145 PAGE 1 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:57 AM ESTIMATE NO. 11 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 07/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 07/26/11 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,230.00 890.000 6,230.00 03 CONSTRUCTION SITE MANAGEMENT LS 3,267.0000 3,267.00 0.119 388.77 0.724 2,365.31 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.048 48.00 0.790 790.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.4000 26,640.00 455.000 1,092.00 8,965.000 21,516.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,296.0000 2,592.00 2.000 2,592.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,720.0000 6,880.00 3.500 6,020.00 08 TEMPORARY COVER SQYD 4.0000 6,000.00 145.700 582.80 09 STREET SWEEPING LS 8,239.0000 8,239.00 0.119 980.44 0.724 5,965.04 10 CONSTRUCTION AREA SIGNS LS 3,777.0000 3,777.00 0.035 132.20 0.817 3,085.81 11 TRAFFIC CONTROL SYSTEM LS 20,381.0000 20,381.00 0.119 2,425.34 0.724 14,755.84 12 TYPE III BARRICADE EA 45.0000 1,080.00 24.000 1,080.00 13 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 4,600.00 2,191.000 4,382.00 14 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 1,200.00 150.000 1,200.00 15 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 868.00 30.000 840.00 16 TEMPORARY SIGNAL SYSTEM LS 61,804.0000 61,804.00 0.794 49,072.38 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,324.0000 7,324.00 0.119 871.56 0.724 5,302.58 18 TEMPORARY RAILING (TYPE K) LF 12.0000 23,880.00 2,000.000 24,000.00 19 TEMPORARY CRASH CUSHION MODULE EA 160.0000 8,960.00 56.000 8,960.00 20 REMOVE MARKER EA 5.0000 40.00 4.000 20.00 21 REMOVE METAL BEAM GUARD RAILING LF 17.0000 3,910.00 228.000 3,876.00 22 REMOVE ROADSIDE SIGN EA 28.0000 56.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:57 AM ESTIMATE NO. 11 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 07/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DELINEATOR EA 5.0000 15.00 0.000 0.00 24 RESET MAILBOX EA 379.0000 379.00 0.000 0.00 25 RELOCATE ROADSIDE SIGN-ONE POST EA 171.0000 513.00 0.000 0.00 26 RELOCATE ROADSIDE SIGN-TWO POST EA 228.0000 228.00 0.000 0.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 4,300.00 1,187.000 11,870.00 28 BRIDGE REMOVAL LS 22,000.0000 22,000.00 1.000 22,000.00 29 CLEARING AND GRUBBING LS 3,500.0000 3,500.00 1.000 3,500.00 30 ROADWAY EXCAVATION CY 31.0000 87,420.00 3,010.000 93,310.00 31 LEAD COMPLIANCE PLAN LS 2,860.0000 2,860.00 1.000 2,860.00 32 STRUCTURE EXCAVATION (BRIDGE) CY 55.0000 4,235.00 77.000 4,235.00 F) 33 STRUCTURE EXCAVATION (TYPE D) CY 217.0000 6,510.00 30.000 6,510.00 F) 34 STRUCTURE BACKFILL (BRIDGE) CY 179.0000 12,530.00 70.000 12,530.00 F) 35 COMPOST (INCORPORATE) SQYD 3.7900 42,827.00 4,840.000 18,343.60 4,840.000 18,343.60 36 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 394.0000 1,182.00 0.000 0.00 37 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 6,120.00 0.000 0.00 38 ROLLED EROSION CONTROL PRODUCT SQFT 0.3400 34,680.00 0.000 0.00 (NETTING) 39 CLASS 2 AGGREGATE BASE CY 28.5000 189,810.00 3,901.000 111,178.50 40 HOT MIX ASPHALT (TYPE A) TON 82.0000 240,260.00 15.130 1,240.66 2,874.820 235,735.24 41 DATA CORE LS 1,144.0000 1,144.00 0.000 0.00 42 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 2,000.00 5.000 40.00 205.000 1,640.00 43 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 800.00 62.000 496.00 142.000 1,136.00 44 PLACE HOT MIX ASPHALT SQYD 9.0000 6,210.00 4.800 43.20 688.800 6,199.20 (MISCELLANEOUS AREA) 45 TACK COAT TON 1,585.0000 5,706.00 0.000 0.00 46 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 101.0000 38,481.00 117.000 11,817.00 47 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.0000 34,362.00 18.000 3,726.00 48 24" CAST-IN-DRILLED-HOLE CONCRETE LF 149.0000 8,940.00 200.150 29,822.35 PILING (ROCK SOCKET) 49 36" CAST-IN-DRILLED-HOLE CONCRETE LF 204.0000 8,160.00 134.650 27,468.60 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 3 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:57 AM ESTIMATE NO. 11 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 07/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE CY 638.0000 264,132.00 25.000 15,950.00 414.000 264,132.00 F) 51 STRUCTURAL CONCRETE, BOX CULVERT CY 1,615.0000 77,520.00 42.300 68,314.50 F) 52 MINOR CONCRETE (MINOR STRUCTURE) CY 1,135.0000 41,995.00 54.200 61,517.00 F) 53 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 98,570.40 123,213.000 98,570.40 F) 54 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7000 5,868.80 10,176.000 7,123.20 F) 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 320.00 0.000 0.00 (0.063"-UNFRAMED) 56 ROADSIDE SIGN - ONE POST EA 229.0000 1,145.00 0.000 0.00 57 24" REINFORCED CONCRETE PIPE LF 189.0000 14,364.00 76.000 14,364.00 58 18" CORRUGATED STEEL PIPE (.079" THICK) LF 105.0000 19,950.00 191.000 20,055.00 59 24" CONCRETE FLARED END SECTION EA 786.0000 1,572.00 2.000 1,572.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 55,800.00 47.200 4,248.00 61 ROCK SLOPE PROTECTION CY 562.0000 674.40 0.000 0.00 (BACKING NO. 2, METHOD B) 62 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 4,250.00 118.900 594.50 63 DELINEATOR (CLASS 1) EA 35.0000 175.00 0.000 0.00 64 OBJECT MARKER (TYPE P) EA 69.0000 276.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 60.0000 360.00 0.000 0.00 66 TRANSITION RAILING (TYPE WB) EA 3,720.0000 14,880.00 4.000 14,880.00 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,289.0000 9,156.00 4.000 9,156.00 68 CONCRETE BARRIER (TYPE 80) LF 258.0000 64,242.00 249.000 64,242.00 F) 69 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,528.00 0.000 0.00 70 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 492.00 0.000 0.00 71 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 68.00 0.000 0.00 (BROKEN 12-3) 72 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 604.00 0.000 0.00 (BROKEN 36-12) 73 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 560.00 0.000 0.00 74 CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 0.900 3,600.00 PROGRAM CAS145 PAGE 4 DATE 07/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:57 AM ESTIMATE NO. 11 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 07/20/11 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 07/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 42,051.77 1,398,885.85 ADJUSTMENT OF COMPENSATION 0.00 8,337.08 EXTRA WORK 0.00 27,447.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 42,051.77 1,434,670.48 75 MOBILIZATION LS 83,300.0000 83,300.00 1.000 83,300.00 ORIGINAL CONTRACT AMOUNT 1,731,702.60 TOTAL WORK COMPLETED 42,051.77 1,517,970.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,325.24 TOTAL 42,051.77 1,510,645.24 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 10/26/10 185 11/10/10 11/10/10 09/30/11 134 39 0 0 84% 72% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/11