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BEACH WALK PHASES II, III & IV (03-0079-ED) - ADMINISTRATIVE CHANGE ORDER #3 & FINAL
t Adm. Change Order No. 3 Final Page 1 of 7 PROJECT: Beach walk Phases II, III, IV Administrative Change Order # 3 & Final PROJECT: Beach Walk Phases II, III, IV CONTRACTOR: David Nelson Construction Co. 3483 Alternate 19 DATE: August 20, 2009 PROJECT NUMBER: 03-0079-ED PO REFERENCE NO.: ST103041 DATE OF CONTRACT: ;lanuary 17, 2007 Palm Harbor, FL 34683 CODES: 0315-92267-563700-541-000-0000 (A) 0343-92267-563800-533-000-0000(6) 0377-92267-563700-539-000-0000 (G) 0378-92267-563800-533-000-0000 (D) 0378-92267-563800-535-000-0000 (E) 0357-92267-563700-539-000-0000 (F) 0376-92267-563800-533-000-0000 (G) 0376-92267-563800-535-000-0000(H) 0315-92267-563700-539-000-0000 (1) 0378-92267-563800-533-000-0000(J) SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO T146 CONTRACT Pages 2 through 7 of this Change Order list Added, Increased, and Decreased items of work. Decreased items are underruns of contract quantities discovered not to be necessary for completion of the project. Increased items are overruns of contract quantities discovered to be necessary for completion of the project. Added items are extra items of work discovered to be necessary for completion of the project. STATEMENT OF CONTRACT AMOUNT ORIGINAL CONTRACT AMOUNT Change Order #1 (CC approved 04/03/08) Change Order #2 (approved 10/21/08) Change Order #3 & Final NEW CONTRACT AN40UNT ATTEST: Cyndlia ACCEPTED BY: David Nelson Construction Co. $ 16,319,125.75 $ 301,785.33 $ $ $ 24,744.50 (84,103.98) 16,561,551.60 sudm 6 4 B SEAL '?' Jeffr D els , esident Date: Aupust21,2009 Wi sses: rte, omme d y: City,. of Clearwater Gary A. Joluison, CGC f?Ulic S?vic?] i ec r -? Michael D_ Quilleb, P.E City Engineer Adm. Change Order No. 3 Final Page 2 of 7 PROJECT: Beath walk Phases II, III, IV GENERAL FUND (Decreases) CODE: 0315-92267-661700-641 -000-OQOQ (A) DEMOLITION ITEM DESCRIPTION 2020 REMOVE EXISTING MANHOLE TYPE 1 AND FILL 2042 REMOVE, STORE AND REPLACE T'ICKETBOOTH ATPIER 60 PARKING I,OT ............. 2050 SAW CUT EXISTING PAVEMENT AT CONNECTION PAVING 4003 INSTALL TYPE 1 CURB INDEX 101 4004 INSTALL STRAIGHT CURB INDEX 101 4006 INSTALL 2' CONCRETE VALLEY GUTTER 4007 CONNECT TO EXISTING CURB 4009 4" CONCRETE ISLAND 4011 SURFACE COURSE - 1" 4013 SURFACE COURSE - 3" ........................... 4014 ..... INSTALL BASE COURSE - 6" 4016 INSTALL BASE COURSE - 10" 4022 BIKE RACK PAD BASE PREPERATION 4023 CONCRETE DRIVEWAYS - 6" .... .......... .. ........... 4028 .. SUBGRADE PREPARATION UNDER WALL FOOTING _ 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE (SEE ALT- 5 & 7) 4030 SUBGRADE PREPARATION UNDER TYPE 8 BASE 4040 TYPE I ROAD TERMINATION SIGN SIGNING AND PAVEMENT MARKINGS 6002 THERMOPLASTIC PAVEMENT LETTERS 6003 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (6'-10' SKIP) 6004 SKIP TRAFFIC STRIPE 6" YELLOW THERMOPLSTIC (18'-18' SKIP) QUANTITY UNIT UNIT COST EXTENDED COST 1 EA $ 900.00 $ (900-00) 1 EA $ 6,100.00 $ (6,100.00) 1,289 T -F $ 2.00 4; (2,578-00) Total'Demolition' (Decreases) $ (9,578.00) 1,792.5 LF $ 15-00 $ (26,887.50) 10 LF $ 18.00 $ (180-00) 163 LF $ 25.00 $ (4,075-011) 13 EA $ 100.00 $ (1,7,00-0o) 83 Sy $ 36.00 $ (2,988.00) 495 Sy $ 21.00 $ (10395.00) 529.2168 Sy $ 25.00 $ (13,230.42) 98 SY $ 20-00 $ (1,960.00) 65 Sy $ 28.00 $ (1,820.00) 57 EA $ 60.00 $ (3,420-00) 135 SY $ 34.00 $ (4,390.00) 240 LF S 10.00 $ (2,400.00) 11 SY $ 6.00 $ (66-00) 518 Sy $ 15.00 $ (7,770.00) 3 EA $ 750.00 $ (2,250.00) Total'Paving'(Decreases) $ (83,331.92) 2 EA $ 185.00 $ (370,00) 978 LF $ 1.25 $ ('1,222.50) 3,675 LF $ 0.25 S (918.75) 6006 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC WHITE 7,432 LF $ 0.90 $ (6,685.80) 6007 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC YELLOW 1,478 LF $ 0.90 $ (1,330,20) 6009 SOLID TRAFFIC STRIPE 8" THERMOPLASTIC WHITE 344 LF $ 0.10 S (34.40) 6016 TRAFFIC SIGN - "LEFT LANE MUST TURN LEFT" (R3-7L) 2 EA $ 480.00 $ (960.00) 6017 TRAFFIC SIGN - "RIGHT LANE MUST TURN RIGHT" (R3-7R) 2 EA $ 480.00 $ (960.00) 6018 TRAFFIC SIGN - "STOP" (R1-1) 8 EA $ 480.00 $ (3,84000) 6021 TRAFFIC SIGN -"STOP HEREON RED" (R10-6) 1 EA S 450.00 S (450.00) 6024 TRAFFIC SIGN - "CROSSWALK AHEAD SYMBOL" (W11-3) 1 EA $ 540.00 $ p40.00) 6025 TRAFFIC SIGN - "BEACH DROP OFF AREA" (SPECIAL) 2 EA $ 540-00 $ (1,08(-00) 6027 TRAFFIC ISLAND STRIPE - 18" AT 10' WITH BORDER 6" WHITE 2,244 SF $ 4.10 S (9,200.40) 6029 TRAFFIC SIGN - "YIELD" (R1-2) 2 EA $ 450.00 $ (900.00) 6031 TRAFFIC SIGN - "NO PARKING LOADING ZONE 15 MIN" 5 EA $ 80-00 $ (4W,00) 6032 TRAFFIC SIGN - "NO PARKING FIRE LANE" 2 EA $ 380.00 S (760.00) 6042 STREET IDENTIFICATION SIGNS 8 EA $ 290.00 $ (2,320.00) 6045 SIGN POST 17 EA $ 830-00 $ (14,110.00) 6046 PEDESTRIAN CROSS WALK - 6' 24 LF S 4.50 S (108.00) 6049 TRAFFIC SIGN - "HANDI-CAP PARKING " 4 EA $ 60.00 $ (240.00) 6050 .. .. . ... ... ....... ... . _ ...... INSTALL PARKING METER POST CORING ...... 34 EA $ 128.00 $ (4,352.00) - ?_ Total'Signing and Pavement Markings' (Decreases) $ (50,785.05) ENHANCEMENT 7004 DUNE SAND BORROW - OFF-SITE 7006 SOD DISTURBED AREAS 7009 DUNE OFF-SITE SAND REPLACEMENT HARDSCAPE 8003 8" COLORED CONCRETE Q OASIS PAVILION AREA AND SOUTH PARKING PLAZA 8034 BICYCLE PARKING (PALMER GROUP WCR02-SF-SS) 8055 ELECTRICAL WORK DUE TO REVISED CONSTRUCTION DRAWINGS 207 C-Y $ 14.00 S (2,898.00) 398 Sy $ 3.00 $ (1,191.00) 207 CY $ 25.00 $ (5,175.00) Tota1'Enhancement' (Decreases) $ (9,267.00) 950 5F $ 15.50 $ (14,725.00) EA $ 600.00 S (2,400.00) LS $ 350,342.50 $ (20,136.60) Total'Hardscape' (Decreases) S (37,261.60) Adm. Change Order No. 3 Final Page 3 of 7 PROJECF, Beach Walk Phases 11, III, IV LANDSCAPE ITEM DESCRIPTION 9102 WASHINGTONIA ROBUSTA, 12' CT 9i03 103 SABAL PALMS 9106 IVA IMBRICATA, 7 GAL., 5' HT. 9108 SABAL PALMETTO, 16' C-T., MATCHED 9205 IPOMOEA PES-CAPRAE 1 GAL. 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 9212 SPARTINA BAKERII, 3 GAL. 9213 SPOROBULUS VIRGINICUS, 1 GAL. 9216 UNIOLA PANICULATA 9217 YUCCA FILAMENTOSA 9220 MULCH TRAFFIC SIGNALIZATION 0630-1-12 CONDUIT (FURNISH & INSTALL) UNDERGROUND 0635-1-11 PULL & JUNCTION BOXES (FURNISH & INSTALL) (PULL BOX) 0639-2-1 ELECTRICAL POWER WIRE (FURNISH & INSTALL) 0650-51-313 TRAFFIC SIGNAL (FURNISH & INSTALL) (3 SECTION) (1 WAY) (SPECIAL) 0653-181 SIGNAL PEDESTRIAN (FURNISH & INSTALL) (LED) (1 DIRECTION) 0659-101 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (BACK PLATES,3 SECTION) 0659-106 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (TUNNEL VISOR) 0659-107 SIGNAL HEAD AUXILIARIES (FURNISH & INSTALL) (ALUMINUM PEDESTAL) 0665-13 DETECTOR PEDESTRIAN (FURNISH & INSTALL) (DETECTOR WITH SIGN ONLY) ROADS ROADS CONTINGENCY ALTERNATE 1 CONTINGENCY ALTERNATE 2 8005 12" WIDE SHELL AGGREGATE SANDBLASTED AT CROSSWALKS 8008 12" WIDE SHELL AGGREGATE SANDBLASTED BAND PERIMETER OF ICONS AT BEACH ENTRANCES 8010 SAND BLAST PAVING AT BEACH ENTRANCES, 9 ICONS ... .................. .......... CONTINGENCY ALTERNATE 3 9101 SABAL PALMETTO, 12'-20' O.A., SEE PLANS FOR HEIGHT 9102 WASHINGTONIA ROBUSTA, 12' CT 9104 COCCOLOBA UVIFERA, 7 GAL- 9105 PHOENIX ROEBELENII 9106 IVA IMBRICATA, 7 GAL., 5' HT. 9108 SABAL PALMETTO, 16C.T., MATCHED 9201 AGAVE ATTENUATA, 3 GAL. 9202 ARACHIS PINTOI, 4" POT 9203 HELIANTHUS DEBILIS, 4" pot. 9204 ILEX VOMITORIA'NANA', 3 GAL 9205 IPOMOEA PES-CAPRAE 1 GAL. 9206 PENNISETUM SETACEUM, 3 GAL. 9207 RAPHIOLEPSIS INDICA, 3 GAL. 9210 SESUVIUM PORTULASTCASTRUM, 1 GAL. 9211 SOLIDAGO SEMPERVIRENS, 1 GAL. 9212 SPARTINA BAKERII, 3 GAL. 9213 SPOROBULUS VIRGINICUS, 1 GAL. 9215 TRACHELOSPERMUM ASIATICUM 'MINIMA', 1 GAL. 9216 UNIOLA PANICULATA 9217 YUCCA FILAMENTOSA 9219 SOD (SEASHORE PASPALUM) 9220 MULCH CONTINGENCY ALTERNATE4 8025 SOUTH GATEWAY SIGN WALL, C.I.P. CONCRETE WALL W/SPECIALTY FINISH AND LETTERING (8025) CONTINGENCY QUANTITY UNIT UNIT COST EXTENDED COST 7 EA $ 555.00 -$ (3,855.00) 26 EA $ 145.00 $ (3,770-00) 23 EA $ 50.00 $ (1,1.50.00) 4 EA $ 145.00 $ (580.00) 293 EA $ 4.00 $ (1,172-00) 150 EA $ 3.35 $ (50230) 150 EA $ 4.00 $ (600.00) 21 EA $ 7.20 S (157..20) 188 EA S 3.85 S (723-80) 563 FA $ 3.90 S (2.195-70) 323 EA $ 15.30 $ (4,941.90) 1 CY $ 47.00 $ 47.00 Total 'Landscape' (Decreases) $ (19,719.10) 170 IT $ 5.60 $ (95200) 6 EA S 280.00 $ (1,(,80,00) 1520 EA $ 2.$0 S (4,256A0) 2 AS $ 1,015.00 $ (2,030.00) 1 AS $ 560.00 $ (5('0-00) 2 FA $ 66-00 S (132-00) 3 EA $ 3.10 $ (9.30) 3 EA $ 765.00 5 (2,295.00) 1 EA $ 155.00 S (155.00) Total'Traffic Signalization' (Decreases) $ (12,069.30) 1 LS $ 953,733.20 S (953,733.20) 1 LS $ 46,043.23 $ (46,043.23) 197 LF $ 15.00 $ (2,95100) 148 LF $ 15.00 $ (2,22-0.00) 48 SF $ 40.00 $ (1,920.00) 1 LS $ 33,569.70 $ (33,569-70) Total'Alternate 2' (Decreases) $ (40,664.70) 2 EA $ 145.00 $ (290-00) 15 EA $ 555.00 $ (8,325.00) 44 EA $ 30.00 $ (,320-00) 13 EA $ 220-00 5 (2,860-00) 23 EA $ 50.00 w (1.,150.00) 24 EA $ 145.00 $ (3,480-00) 1 EA $ 30-00 $ (30.w) 70 EA $ 3.00 $ (21.0.00) 341 EA $ 2.00 $ (68200) 373 EA $ 9.00 S (3.357.00) 293 EA $ 4.00 $ (1,172-00) 276 EA $ 8.15 $ (2,249.40) 184 EA $ 9.10 $ (1,674.40) 150 EA $ 3.35 S (502.50) 150 EA $ 4.00 $ (600.00) 57 EA $ 7.20 $ (410-40) 188 EA $ 3.85 S (723.80) 239 EA $ 3.35 S (800.65) 563 EA S 3.90 $ (2,195.70) 323 EA S 15.30 S (4,941.90) 24,000 $F $ 0.50 $ (12,000-00) 200 CY $ 470) S (9,400.00) 1 IS $ 64,457.27 $ _ (64,457,27) Total'Alternate3'( Decreases) $ (122,832-02) 0.8 CY $ 2,600.00 $ (2,080.00) 1 LS $ 17,160.00 $ - (1,,160-00) Total'Alternate 4' ( Decreases) $ (19,240.00) Adm. Change Order No, 3 Final Page 4 F7 PROJECT: Beach Walk Phases II, III, IV ALTERNATE5 ITEM DESCRIPTION CONTINGENCY ALTERNATE 6 CONTINGENCY ALTERNATE7 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE CONTINGENCY ALTERNATE8 ITEM DESCRIPTION 8047-A UPLIGHT TYPE A (8047-A) .................... CONTINGENCY Increases COD E: 0315-92267-563700-54i4)M-0000 (A) DEMOLITION ITEM DESCRIPTION 2007 SPECIAL EXCAVATION c1.0 FT 2009 REMOVE ASPHALT PAVEMENT 2010 STANDARD MILLING TYPE B-CITY _2()14 REMOVE CONCRETE PAVEMENT 6" 2015 REMOVE ASPHALT PARKING STRIP 2016 REMOVE EXISTING 2' CURB 2017 REMOVE EXISTING 0.5' CURB 2018 REMOVE SIDEWALK 4" 2035 REMOVE LANDSCAPING TREES - PALMS PAVING 4005 .......... INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 ... - 4010 PARKING LOT ASPHALT SEALER 4012 SURFACE COURSE - 2" 4015 INSTALL BASE COURSE - 8" 4019 PREPARE SUBGRADE - 12" 4020 CONCRETE SIDEWALK 4" 4021 WASTE RECEPTACLE PAD BASE PREPARATION 3' X 3' 4036 BACKFILL SAND/SEAT WALL TO 30" 4041 DOME SURFACE AT ADA CROSSINGS 4048 1" ASPHALT SURFACE COURSE CORONADO (Maximum 25% R.A.P.) 4049 OFFSITE BORROW DUE TO EXISTING 6-INCH CONCRETE QUANTITY UNIT UNIT COST EXTENDED COST 1 IS $ 102,048.80 $ (102,048.80) 1 TS $ 7,370.00 $ (7,310.00) 1,166 Sy $ 8.00 $ (9,328,00) 1 LS $ 25,727.20 S (25,72720) Total 'Alternate 7 (Decreases) $ (35,055.20) QUANTITY UNIT UNIT COST EXTENDED COST 3 EA $ 2,700.00 $ (8,100.00) 1 LS $ 60,915.00 _$ (60,915.00) Total 'Alternate 8' (Decreases) $ (69,015.00) Total (Decreases) Cade A $ (1,617 .,954.12) QUANTITY UNIT UNIT COST EXTENDED COST 694 Cy $ 8.00 $ 5,552.00 152 SY $ 7.00 $ 1,064.00 1,070 SY S 10.00 $ 10,700.00 6,641 SY $ 18.00 $ 1.1.9,538.00 1052 Sy $ 4.00 $ 420.80 35 LF $ 6.00 $ 210.00 720 LF $ 5.00 $ 3,600.00 3,034 SF S 1.25 $ 3,792.50 1 EA $ 200.00 $ 200.00 Total'Demol ition' Increases $ 145,077.30 423 11F $ 18.00 $ 7,614.00 1,31629333 SY $ 130 $ 1,974.44 2339 Sy $ 35.00 $ 81,865.00 1,865 Sy $ 25.00 $ 46,625.00 6,485 SY $ 15.00 $ 97,275.00 11881 Sr. $ 3.00 $ 5,643.00 4 EA $ 25.00 $ 100.00 1.,6(11 T..F $ 10.00 $ 16,010.00 10 EA $ 900.00 S 9,000.00 2,407 SY $ 17.85 $ 42,972.80 87 CY $ 25.00 $ 2,175.00 Total'Pa ving'Increases $ 311,254.24 SIGNING AND PAVEMENT MARKINGS 6005 SKIP TRAFFIC STRIPE 6" WHITE THERMOPLSTIC (2'-4' SKIP) 58 LF 0.50 $ 29.00 6008 SOLID TRAFFIC STRIPE 6" THERMOPLASTIC DOUBLE YELLOW 1,243 LF 1.80 $ 2,237-40 6010 SOLID TRAFFIC STRIPE 12" THERMOPLASTIC WHITE 924 LF $ 0.55 $ 508.20 6011 SOLID TRAFFIC STRIPE 24" THERMOPLASTIC WHITE 86 LF $ 0.95 $ 81.70 ................................. 6012 REFLECTIVE PAVEMENT MARKER RED/WHITE 90 EA $ 4.50 $ 405.00 6013 REFLECTIVE PAVEMENT MARKER YELLOW/YELLOW 248 EA $ 4.50 $ 1,116.00 6022 TRAFFIC SIGN - "CROSSWALK HERE SYMBOL" (W11-2) 3 EA 480.00 $ 1,440.00 6023 TRAFFIC SIGN - "ARROW SYMBOL" (W1-6) 2 EA 80.00 $ 160.00 6026 PARALLEL PARKING STRIPPING 26 EA 43.00 $ 1,118.00 ........ ...... ._........._ 6030 TRAFFIC SIGN - "NO PARKING BETWEEN SIGNS" 1 EA 80.00 $ 80.00 6048 HANDI-CAP PARKING STRIPE - SINGLE 17 EA 67.00 $ 1,139.00 Total'Signing and Pavement Markings' Increases $ 8,314.30 HARDSCAPE 8001A 6" COLORED CONCRETE ALONG PROMENADE 181056 SF $ 11.50 $ 207,644.00 aoo2 6" COLORED CONCRETE ALONG TRAIL FROM SOUTH PARKING 350 SF $ 11.50 $ 4,025.00 TO PIER 60, INCLUDING BEACH ENTRANCES 8023 DRINKING FOUNTAIN (MOST DEPENDABLE FOUNTAINS 840 2 EA $ 4,400.00 $ 8,800.00 SM02-SS DUAL) 8027 SHOWERS (SHOWER TOWER, INC. - 4 STATION) 1 EA $ 8,200.00 $ 8,200.00 8028 BOLLARD, TYPE A 1 EA $ "1,800.00 $ 1,800.00 8030 BENCH, TYPE A - WABASH WV CN 100R 3 FAA $ 2,400.00 $ 7,200.00 8053 BEACH BOLLARD LIGHTING FIXTURE 43 EA $ 2,100.00 $ 90,300.00 Total'HardscaPeIncreases $ 327,969.00 TRAFFIC SIGNALIZATION 5043 IT/ATMS CONDUIT 693 LF $ 28.00 $ 19,404.00 5044 IT/ATMS PULLBOX 7 EA $ 2,700.00 $ 18,900.00 Total'Traffic Signalization'Increases $ 38,304.00 Adm. Change Order No, 3 Final •- Page-5 f7 PROJECT: Beach Walk Phases II, III, IV ALTERNATE2 ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 8002B SAW CUT FOR CROSSWALK 133 LF $ 4.00 $ 532.00 80038 SUBGRADE PROPARATION UNDER TYPE 10 BASE 193 Sy $ 8.00 $ 1,,544.00 8004 10" COLORED CONCRETE AT CROSSWALKS 8479 1,726 SF $ 15.00 $ 25,890.00 8606 12" WIDE SHELL AGG SANDBLASTED BAND ALONG 61 LF $ 15.00 $ 915.00 PROMENADE 8607 12" WIDE SHELL AGG SANDBLASTED BAND ALONG HIKE/BIKE 106 LF $ 15.00 $ 1,590.00 TRAIL INSTEAD OF STRIPING 8049 TILE BAND ON ACCENT PIER 13 EA $ 400.00 $ 5,200.00 Total'Alternate 2'Increases $ 35,671.00 ALTERNATE 3 9109 TREE GRATE TYPE A 9109 4 EA $ 2,175.00 $ 8,700.00 9208 RUSSELIA EQUISETIFORMIS, 3 GAL. 72 FA $ 8.60 $ 619.20 9209 RUSSELIA SARMENTOSA, 3 GAL. 41 EA $ 8.60 $ 352.60 9214 STRETLITZIA REGINAE, 10 GAL. 127 EA $ 86.00 $ 10,922.00 Total'Alternate T increases $ 20,593.80 ALTERNATE5 8023 UPGRADE CITY STANDARD DRINKING FOUNTAINS TO PBSJ 2 EA $ 4,400.00 $ 81800.00 DESIGN 8027 UPGRADE CITY STANDARD SHOWERS TO PBSJ DESIGN 1 EA $ 8,200,00 $ 8,200.00 8030 UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE A, 3 EA $ 3,800.00 $ 11,400-00 CAST ALUMINUM SECURED TO CONCRETE BASE Total'Alternate 5' Increases $ 28,400.00 ALTERNATE 6 Increases 8051 CAST STONE PLANTER TYPE B (8051) 3 EA 2,600.00 $ 7,800.00 Total Increases Code A $ T 923,383.64 Additions CODE: 03 5-92 5- 37 1 0 -0 00 A DEMOLITION Additions ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 2054 SEAWALL REMOVAL 1 IS $ 73,162.21 $ 73,162.21 PAVING 4051 TEMPORARY SIDEWALK AND CROSSWALK 1 LS 10,790.20 $ 10,790.20 @GULFVIEW/CORONADO INTERSECTION 4052 .......... ............... REGRADE/REWORK FORMS ON HIKE/BIKE TRAIL . 1 LS 2,950.00 $ 2,950.00 4053 . INTERGRAL COLOR FOR GRAVITY WALL AT ADA RAMP 1 LS 1,350.00 $ 1,350.00 4054 REMOVE AND REPLACE TRAIL AT PIER 60 1 LS 8,678.36 $ 8,678.36 4055 REMOVE AND REPLACE DRIVE AT440 GULFVIEW 1 LS 4,487.00 $ 4,487.00 4056 REMOVE ASPHALT AND REPLACE WITH CONCRETE DRIVE AT 1 LS 4,805.00 $ 4,805.00 FR-A & 5TH 4057 REPROFILE GULFVIEW AT SOUTH MATCH LINE BEYOND LIMITS 1 LS 6,230.21 $ 6,230.21 4058 INLET C-15 MODIFICATION DUE TO GRADE DISCREPANCY 1 LS 2,300.00 $ 2,300.00 4059 PEDESTRIAN ACCESS THROUGH TEMPORARY LOT 1 LS 1,950.00 $ 11950-00 4060 'REMOVE AND REPLACE DRIVE AT GULFVIEW & BAYWAY 1 LS 7,390.44 $ 7,390.44 4061 RELOCATE CROSSWALK AT SW CORNER OF 5TH & 1 LS 4,807.52 $ 4,807.52 CORONADO 4062 CORONADO VALVE AND MANHOLE ADJUSTMENTS 1 LS 5,684.00 $ 5,684.00 4063 REVISED CORONADO BULB OUTS DUE TO GRADE REVISIONS 1 LS 9,331.66 $ 9,331.66 4064 CORE HOLE AT NORTH BEACH ACCESS 1 LS 676.02 $ 676.02 4065 ADA MATS FOR USE AT SECOND STREET & SDP CROSSWALK 1 LS 750.00 $ 750.00 4066 LEVELING BINDER 11091"/SY IN ISOLATED AREAS 206.37 TN 220.00 $ 45,401.40 Total'Paving' Additions $ 117,581.81 SIGNING AND PAVEMENT MARKINGS 6051 IRONMAN PREPARATION 1 LS 10,246.00 S 10,246.00 6052 ADDITIONAL COST OF PELCO POSTS 53 EA 205.00 $ 10,865.00 6053 TRAFFIC DELINEATORS 3 EA 85.00 $ 255.00 6054 CORONADO/GULFVIEW TRAFFIC SEPARATOR 1 LS 2,284.04 $ 2,284.04 6055 SIGNAGE MATERIALS (SIGN BLANKS, POLES & ACCESSORIES) 1 LS 1,335.63 $ 1,335.63 6056 10-30 SKIP 6" YELLOW THERMOPLSTIC PAVEMENT MARKINGS 420 LF 0.50 $ 210.00 6057 10-30 SKIP 6" WHITE THERMOPLSTIC PAVEMENT MARKINGS 550 LF 0.50 $ 275.00 Total'Signing and Pa vement Marki ngs' Additions $ 25,470.67 HARDSCAPE 8060 TOPPING SLAB & COLORED CURB AT PIER 60 RESTROOM 1 LS $ 6,820.00 $ 6,820.00 8061 STAINLESS STEEL DISCONNECTS @ OASIS PAVILLION 1 LS $ 15,216.00 $ 15,216.00 8062 TEMPORARY POWER AT TICKET BOOTH 1 LS $ 4,650.00 5 4,650.00 8064 .__ ............................... TEXTURE TOP AT SOUTH RESTROOM . 1 LS $ 6,820.00 $ 6,820.00 8065 POWDER COAT FINISH ON HANDRAIL 1 LS $ 3,461.15 $ 3,461.15 8066 CROSSWALK WIDENING AT SUNDIAL PLAZA (R & R curb) 1 LS $ 6,208.00 $ 6,208.00 8067 TEMPORARY CROSSWALK @ SURF SHOP 1 LS $ 21,072.61 $ 21,072.61 8068 BASE PLATE WELDS TEST ON TURTLE SCULPTURES 1 EA $ 1,500.00 $ 1,500.00 8069 TEMPORARY LIGHTING FOR TRAIUBEACH ACCESS 1 LS $ 15,153.10 $ 15,153.10 8070 LABOR CREDIT FOR AMENITY INSTALLATION 1 LS $ (2,686.17) $ (2,686.17) Adm. Change Order No.3 Final Page 6 of 7 PROJECT: Beach Walk Phases II, III, IV H_ ARDSCAPE Additions (continued) ITEM DESCRIPTION 8071 WHEEL STOPS IN SOUTH PARKING LOT LANDSCAPE 9222 LIGUSUTRUM TREES FOR NORTH GATEWAY ISLAND IRRIGATION 10005 ADDITIONAL IRRIGATION AT SDP (Hyatt Revision) 10006 ADDITIONAL IRRIGATION AT OASIS PAVILLION 10007 ADDITIONAL IRRIGATION AND MOBILIZATION FOR CORONADO BULB OUTS ':RAEEIC SIGNALIZATION 5045 INSTALL CONDUIT AT SDP CROSSWALK 5046 REVISED PEDESTRIAN SIGNAL AT SDP 5047 MATERIAL FOR PEDESTRIAN SIGNAL ASSEMBLY FOR SDP CRO: GENERAL FUND ENTITLEMENT ALTERNATE 5 Additions 8040 SHADE STRUCTURE REMOBILIZATION 8041 REPLACE BACKGAMMON TILES ALTERNATE 8 Additions 8047-C INSTALLATION CREDIT FOR TYPE A UPLIGHTS QUANTITY UNIT UNIT COST EXTENDED COST 5 EA $ 99.00 $ 495.00 Total'Hardscape' Additions $ 78,709.69 1 EA $ 390.00 $ 390.00 1 LS $ 5,632.00 $ 5,63100 1 LS $ 3,500.00 $ 3,500.00 1 LS $ 3,290.00 $ 3,290.00 Total'Irrigation' Additions $ 12,422.00 30 LF $ 28.00 $ 840.00 1 LS $ 5,225-00 $ 5,225.00 1 LS $ 2,335.84 $ 2,335.84 Total'Traffic Signalization' Additions $ 8,400.84 1 IS $ 330,000.00 $ 330,000.00 1 IS $ 4,187.00 $ 4,187.00 1 LS S 3,991.49 $ 3,991.49 Total'Alternate 5' Additions $ 8,178.49 0-015463738 IS $ 51,705.48 $ (799.56) Total Additions Code A $ 653,516.15 Total Net (DecreasesOncreases/Additions Item Code "A" $ _ (41,054.33) DRAINAGE becreases Code: 0357-92267-563700-5394X)0-0000 ITEM DESCRIPTION 3008 INSTALL STORM INLET FOOT TYPE 4J MODIFIED 3032 INSTALL STORM SEWER 12" PVC DRAINAGE CONTINGENCY Increases Code: 0357-92267-563700.539-000.0000 (I) 3005 INSTALL STORM INLET FOOT TYPE 3J (SUMP) PRECAST 3010 INSTALL STORM INLET FOOT TYPE 4J (SUMP) CAST-IN-PLACE 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE QUANTITY UNIT UNIT COST _ EXTENDED COST 1 EA $ 6,700.00 $ (6,700.00) 10 LF $ 155.00 $ (1,550.00) l IS $ 77,436.00 $ (77,436.00) Total'Drainage' (Decreases) $ (85,686.00) 3 EA S 6,500.00 $ 19,500.00 1 EA 5 6,700.00 $ 6,700.00 3 k?A $ 1,500.00 $ 4,500-00 Total'Drainage'Increases $ 30,700.00 Addition Code: 0357-92267-5637 539-000-0000 I 3056 BAFFLE BOX GRADE ADJUSTMENTS 1 LS $ 8,975.00 $ 8,975.00 3057 STANDARD 4" DIAMETER MANHOLE B-11A 1 LS $ 2,200.00 $ 2,200.00 3058 STORM IMPROVEMENTS AT CORONADO BULB-OUTS 1 LS $ 29,750.00 $ 29,750.00 3059 PVC DRAINS AT PIER 60 ISLANDS 1 LS $ 3,707.45 $ 3,707.45 3060 36" PLUG AT HYATT AQUALEA 1 LS $ 1,979.95 $ 1,979.95 Total'Drainage' Additions $ 46,612.40 Net (Decreases)flncreases/Additions Item Code "E" $ (8,373.60) WATER (Decreases) CODE: 0376-92267-563800533-00 00 "G" ITEM DESCRIPTION WATER CONTINGENCY Increases CODE: 0376-92267-563800-533-000-0000 "G" 5004 INSTALL WATERMAIN 8" - PVC 5015 INSTALL WATER BALL VALVE 2" W/BOX 5031 CONNECT TO EXISTING WATER 50MA RECONNECT EXISTING WATER SERVICE a 10 FT 5034.0 RECONNECT EXISTING WATER SERVICE PIPING > 10 FT Additions CODE: 7 - 6 -563800-533-000 "G" $36,608.00 Additions CODE: 0378-922flyr.63800-533.000-0000 "J" S 5.829.90 5055 WATER LINE REPAIR AT BEACH ACCESS 6A 5056 INSTALL WATER GATE VALVE 2" W/BOX 5058 TRACER WIRE, VALVE PADS, & BRASS MARKERS QUANTITY UNIT UNIT COST EXTENDED COST 1 IS $ 56,008.00 $ (56,008.00) 159 EA $80.00 $ 12,720.00 2 EA $1,300.00 $ 2,600.00 1 EA $3,W0.00 $ 3,000.00 1 EA $700.00 $ 700.00 12 LF $40.00 $ 480-00 Total 'Water' Increases $ 19,500.00 1 2 1 LS $ 8,664.91 $ EA $ 1,300.00 S LS $ 31, 072.99 $ Total 'Water' Additions $ 42,337.90 Net (Decreaseylncreaw/Additions Item Code "G" $ 8,664.91 2,600.00 31,072.99 5,829.90 Adm. Change Order No.3 Final Page 7 of 7 PROJECT": Beach Walk Phases II, III, IV RECLAIMED (Qgcrejjses CODE: 0378-92267-563800533-000-0000 "D" ITEM DESCRIPTION 50338 RECONNECT EXISTING RECLAIMED WATER SERVICE c 10 FT RECLAIMED CONTINGENCY QUANTITY UNIT UNIT COST EXTENDED COST 4.00 EA $ 700.00 $ (2,800.()()) 1 LS $ 12,168.50 -$ (12,168.50) Total'Reclaimed' Item (Decrease) $ (14,968.50) Increases CODE: 0378-92267-563800-533-000-0000 "D" 5024 INSTALL RECLAIMED WATER VALVE 6" Additions CODE: 0378-92267-563800-5,31AM. _ OQ 0 "D" 5036 TRACER WIRE, VALVE PADS, & BRASS MARKERS EA $ 1,500.00 $ LS $ 3,452.55 $ 1,500.00 3,452.55 Tota Net (Decreases)/Increases/Additions Reclaimed Item Code "D" $ (10,015.95) SEWER (Decreases) CODE: 0376.92267-563800535-000-0000 "H" ITEM DESCRIPTION 5039 UTILITY PIPE TO BE REMOVED n/=10", 20" 5040 ..-_ ................. .... UTILITY PIPE TO BE ABANDONED IN PLACE </= 10" DIA .. SEWER CONTINGENCY QUANTITY UNIT UNIT COST EXTENDED COST 90 LF $ 40.00 $ (3,600.00) 29 LF $ 30.00 $ (8700)) 1.000000 LS $ 26,980.00 S _ (26,980.00) Total Sewer Item (Decrease) $ (31,450.00) Increases CODE: 0376-92267.563800-535-00040000 "H" ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 5038 UTILITY PIPE TO BE REMOVED >/=10", 20" 32 Lk' $ 30.00 $ 960.00 Net (Decreasesoncreases Sewer Item Code "H" $ 30,490.00) SUMMARY Net (Decreases)/Increase/Additions Code: 0315-92267-563700-5414)00.0000 "A" (41,054.33) Net (I)ecreases)/Increase/Additions Code: 0343-92267-563800-533-000-0000 "B" Net (Decreases)/Increase/Additions Code: 0377-92267-563800.539-000-0000 "C" Net (Decreases)/Increase/Additions Code: 0378-92267-563800-533400()-0000 "D" (10,015.95) Net (Decreases)/Increase/Additions Code_ 0378-92267-563800-535-000-0000 "E" Net (Decreases)/Increase/Additions Code: 0357-92267-563700-539-000-0000 "F" (8,373.60) Net (Decreases)/Increase/Additions Code: 0376-92267-563800-533400-0000 "G" Net (Decreases)/Increase/Additions Code: 0376-92267-563800-535-100-0000 "H" (30,490.00) Net (Decreases)/Increase/Additions Code: 0315-96124-563800-539-1004x)10 T' - Net (Decreases)/Increase/Additions Code: 0378-92267-563800-533-000-0000 ")" 5,829.90 Total Net (DecreasesyIncreas4Additions Change Order No. 3 $ (84,10198)