Loading...
BEACH WALK PHASES II, III & IV (03-0079-ED) - CHANGE ORDER #1 Change Order No" 1 Page 1 011 PROJECT: Beech Walk Ph_II, III, IV "" Change Order # 1 PROJECT: Beach Walk Phases II, III, IV CONTRACTOR: David Nelson Consbuction Company 3483 Alternate 19 Palm Harbor, FL 34683 DATE: February 27. 2008 PROJECT NUMBER: ~9-ED PO REFERENCE NO.: 51'103041 DATE OF CONTRACT: Tan~ 17. 2007 CODES: 0315-92267-563700-541-000-0000 (A) 0343-92267-563800.533-000-0000 (B) 0377-92267-563700-539-000-0000 (C) 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) scon: lWCIIANCE: TIIIS<:mUlGE oamIAu:l:rI5 Jm.YJ.'!iiIlJftS ID'IIIE CONIIIACT .....Z......1Z.....~ONIK_~..... ....... ~ . .......-k. 0...... -___ - ._af~.. ..L-__..........e- ".- .. - -.............-ied- '-. .. __ _ _~_ af c8IIImd .. -ilL- -- -.i.. lie - ". -- .. - ...............-;nt.. A.Med___aba...af..Jt.&- - ...4.. lie - .J' - _ - - -....JIDied.. STATEMENT OF CONTRACT AMOUNT ORIGINAL CONTRACT AMOUNT Otange Order #1 NEW CONTRA Camilo Soto, Assistant City Attorney cm OF CLEARWATER,. in PI LAS COUNTY, FLORIDA -~-:iL William B. Horne, II $ $ $ 16,319,125.75 301,785.33 16,620,911.08 ACCEPTED BY: Date: 2O-Mar-08 !" Wl ses: ("" .. ~"".~ "Tfuda D. Shutt J J/lcttct Gary A. Johnson, CGC ~r-~ Michael D. Quillen,5t Oty Engineer Change Order No. 1 Page 2 of7 PROJECT; Beech WeIk Pheses II, III, IV GENERAL FUND Decreasesca:E: ....s.~~ _ IIII 1M DEMOUTION ITEM DESCRIPTION OUANTITY UNIT UNIT COST EXTENDED COST 2002 DUST CONTROL - CALCIUM CHLORIDE 1,000 TN $ 5.00 $ (5,000.00) 2006 INSTALL SILT FENCE 2,152 LF $ 1.25 $ (2,690.00) REMOVE AND RESURFACE CONCRETE TRAFFIC ISLANDS 109 SY $ SO.OO $ (8,720.00) 2013 2016 REMOVE EXISTING 2' CURB 6,195 LF $ 6.00 $ (37,170.00) 2022 REMOVE EXISTING INLET TYPE 1 AND FILL 4 EA $ 900.00 $ (3,600.00) 2023 REMOVE EXISTING INLET TYPE 2 RECONSTRUCT 2 EA $ 500.00 $ (1,000.00) 2024 REMOVE EXISTING STORM SEWER <18" TYPE 1 NOT 103 LF $ 85.00 $ (8,755.00) REPLACED 2025 REMOVE EXISTING STORM SEWER < 18" TYPE 2 132 LF $ 1200 $ (1,584.00) REPLACED 2027 REMOVE EXISTING STORM SEWER > 18" TYPE 2 22 LF $ 17.00 $ (374.00) REPLACED 2030 BRICK AND MORTAR PLUG -15" 2 EA $ 300.00 $ (600.00) 2036 REMOVE REGULATORY SIGNS 4 EA $ 61.00 $ (244.00) 2039 REMOVE EXISTING PARKING METERS 70 EA $ 20.00 $ (1,400.00) 2040 REMOVE, STORE AND REPLACE AUTOMATIC ENTRY 1 EA $ 6,100.00 $ (6,100.00) GATE AND TICKET DISPENSER AT PIER 60 LOT 2041 REMOVE, STORE AND REPLACE AUTOMATIC EXIT GATE 2 EA $ 6,100.00 $ (12,200.00) AT PIER 60 PARKING LOT 2042 REMOVE, STORE AND REPLACE TICKET BOOTH AT PIER 1 EA $ 6,100.00 $ (3,050.00) 60 PARKING LOT 2043 TEMPORARY LOCATE TICKET BOOTH AT PIER 60 1 EA $ 6,100.00 $ (6,100.00) PARKING LOT 2044 REMOVE AND DEUVER AUTOMATIC GATE 2 EA $ 1,200.00 $ (2,400.00) 2046 REMOVE AND DELIVER TICKET DISPENSER 1 EA $ 1,200.00 $ (1,200.00) 2049 REMOVE EXISTING METAL BENCH 3 EA $ 90.00 $ (270.00) r..... "01:............ D"cr""",, $ (102.457.00) PAVING ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 4005 INSTALL CONCRETE PIN CURB - 6" CITY INDEX 101 250 LF $ 18.00 $ (4,500.00) 4014 INSTALL BASE COURSE 195 SY $ 2IUJO $ (3.900.0m 4020 CONCRETE SIDEWALKS, 4" 15,700 5)F $ 3JllI)l $ (47,100.00) 4023 CONCRETE DRIVEWAYS, 6" 600 SY $ 3lOO $ (20.400.00) 4024 TOP SOIL 18,927 5Y $ l6l25 $ (118,293.75) 4038 SOD TEMPORARY SLOPE 7SO SY $ 3Jl) $ (2,340.00) T"~'" Decrease $ (196,533.75) GENERAL FUND (continued) EHANCEMENT ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 7006 SOD DISTURBED AREAS 10,000 SY $ 3.00 $ (30,000.00) HARDSCAPE ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 8003 8" COLORED CONCRETE @ OASIS PAVILION AREA AND 3,711 SF $ 15.50 $ (57,520.50) SOUTH PARKING PLAZA 8012 SAND/SEAT WALL (C.I.P CONCRETE 594 LF $ 247.00 $ (146,718'(lO) 8028 BOLLARD, TYPE A 12 EA $ 1,800.00 $ (21,600.00) 8029 BOLLARD, TYPE B 4 EA $ 2,300.00 $ (9.200.00) 8044 CONDUIT (FURNISH & INSTALL) UNDERGROUND - 2" 850 LF $ 12.00 $ (10,200.00) PVC 8054 BEACH BOLLARD UGHTING 2" CONDUIT 2,500 LF $ 15.00 $ (37,500.00) Tala) "IL......,..r... Decrease $ (282,738.50) LANDSCAPE ITEM DESCRIPTION QUANTITY UNIT UNIT COST EXTENDED COST 9103 SABALPALMS 25 lEA $ 1415J1lDJ $ (3,625.00) 9107 LIVISTONIA CHlNESIS, 12' CT 25 lEA $ IIlfiCUJIID $ (21,500.00) T.... . . ~... Decrease $ (25,125.00) Change Order No. 1 Page 3 of7 PROJECT: Beech Walk Phases II, III, IV ALTERNATE 1 ITEM DESCRIPTION ADD SPEOALTY FINISH TO SAND/SEAT WALL (8012) CAST STONE CAP ON SAND/SEAT WALL (8013) ALTERNATE 2 ITEM DESCRIPTION 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG PROMENDADE (8006) ALTERNATE 3 ITEM 9101 DESCRIPTION INSTALL PHOENIX DACTYLIFERA MEDJOOL, 12' CT PER PBSJ DESIGN INSTEAD OF SABAL PALMS (9103) SABAL PALMETTO, 12'-20' O.A., SEE PLANS FOR HEIGHT 9107 UVlSTONIA CHINENSI5, 12' C.T. ALTERNATE S ITEM DESCRIPTION UPGRADE OTY STANDARD BICYCLE RACKS TO PBSJ DESIGN, WELLE CIRCULAR RACK W /POWDER COAT FINISH (8034) GENERAL FUND (continued) ALTERNATES TREE GRATES ALONG HIKE/BIKE TRAIL, PROMENADE AND AT BEACH ENTRANCES (8035) OUANTITY UNIT UNIT COST 594 LF $ 40.25 $ 335 LF $ 100.00 $ T.-aIA-..-t.... Decrease $ EXTENDED COST (23,908.50) (33,500.00) /57.408.50) OUANTITY 2,855 EXTENDED COST (42,825.00) UNIT UNIT COST LF $ 15.00 $ QUANTITY UNIT UNIT COST EXTENDED COST 5 EA $ 8,000.00 $ (40,000.00) 247 EA $ 145.00 $ (35,815.00) 25 EA $ 860.00 $ (21,500.00) T.-aI .u...- 3.. Decrease $ (97,315.00) QUANTITY UNIT UNIT COST EXTENDED COST 66 EA $ 800.00 $ (52,800.00) 15 EA $ 3,200.00 $ (48,000.00) Change Order No. 1 Page 4 of? PROJECT: Beach Walk Phases II. III. IV PAVING D]M DESCRIPTION 4029 SUBGRADE PREPARATION UNDER TYPE 6 BASE GENERAL FUND (continued) HARDSCAPE ITEM 8002 DESCRIPTION 6" COLORED CONCRETE ALONG TRAIL FROM SOUTH PARKING TO PIER 60, INCLUDING BEACH ENTRANCES GENERAL FUND (continued) ALTERNATE 1 ITEM DESCRIPTION ADD SPECIALTY FINISHF5 TO PLAZA SEAT WALL, 15" lIT. (8019) ALTERNATE 2 ITEM DESCRIPTION 12" WIDE SHELL AGGREGATE SANDBLASTED BAND ALONG HIKE/BIKE TRAIL INSTEAD OF STRIPING (8007) CONCRETE ACCENT PIERS W / CAST STONE CAP (8048) ALTERNATE 3 ITEM DESCRIPTION 9209 RUSSEUA EQUISETIFORMIS, 3 GAL. ALTERNATE 4 ITEM DESCRIPTION RETAINING WALL AT SOUTH GATEWAY (8015) ALTERNATES ITEM DESCRIPTION 6" COLORED CONCRETE @ GAME BOARD PLAZA (8OO1B) PLAZA SEAT WALL (15" lIT, C. I. P. CONe) (8012) ALTERNATE 7 ITEM DESCRIPIlON SUBGRADE PREPARATION UNDER TYPE 6 BASE (4029) INSTALL STORM SEWER-12" PVC (3032) 6" COLORED CONCRETE AT SUNDIAL PLAZA (8018) Additions CODE: 0316-92267-5637~1~OOO (AI DEMOUTION ITEM 2051 2052 2053 DESCRIPTION SHED REMOVAL AT PIER 60 PARKING LOT (AWl 2) REMOVE STRAIN POLES (AWl 11) REMOVE STRAIN POLE SIGNS (AWl 12) GENERAL FUND (continued) PAVING ITEM 4048 4049 4050 DESCRIPTION 1" ASPHALT SURFACE COURSE - CORONADO (Maximum 25% RA.P) OFFSITE BORROW DUE TO EXISTING 6-INCH CONCRETE ROADWAY BASE REMOVAL 3' V ALLEY GUTTER QUANTITY 3.740 UNIT UNIT COST EXTENDED COST SY $ 6.00 $ 22.440.00 OUANTITY 20,383 UNIT UNIT COST EXTENDED COST SF $ 11.50 $ 234,404.50 QUANTITY UNIT UNIT COST EXTENDED COST 181 LF $ 40.25 $ 7,285.25 QUANTITY UNIT UNIT COST EXTENDED COST 1,037 LF $ 15.00 $ 15,555.00 13 EA $ 3,700.00 $ 48,100.00 Total Alternate 2 Item Increase S 63,655.00 OUANTITY UNIT UNIT COST EXTENDED COST 82 EA $ 8.60 $ 705.20 QUANTITY Yr!!IT UNIT COST EXTENDED COST 5 CY $ 2,600.00 $ 13,000.00 QUANTITY UNIT UNIT COST EXTENDED COST 3 EA $ 10.00 $ 30.00 11 LF $ 300.00 $ 3,300.00 Total Alternate 5 Item Increase $ 3,330.00 QUANTITY UNIT UNIT COST EXTENDED COST 1,431 SY $ 8.00 $ 11,448.00 34 LF $ 95.00 $ 3,230.00 2,383 SF $ 11.00 $ 26,213.00 Total Alternate 7 Item Increase $ 40,891.00 Total Increases Code A $ 463,217.50 QUANTITY UNIT UNIT COST EXTENDED COST 1 LS $ 12,200.00 $ 1~200.00 2 EA $ 250.00 $ 500.00 3 EA $ 61.00 $ 183.00 Total 'Demolition' Item Add $ 12,.883.00 QUANTITY UNIT UNIT COST EXTENDED COST 6,855 SY $ 17.85 $ 122,361.75 1,125 CY $ 25.00 $ 28,125.00 268 LF $ 35.00 $ 9,380.00 Total'Paving' Item Add $ 159,866.75 Change Order No. 1 Page 5 of7 PROJECT: Beach Walk Phases II. III, rv HARDSCAPE ITEM 8055 ELECTRICAL WORK DUE TO REVISED CONSTRUCTION DRAWlNGS 8056 OASIS P A VIUON IMPROVEMENTS (AWl 84) 8057 WHEEL STOPS AT PIER 60 PARKING LOT (AWl 69) 8058 HANDRAIL AT PIER 60 RESTROOM (AWl 87) 8059 SHELL MULCH AT SUNDIAL PLAZA (AWl 95) DESCRIPTION QUANITIY UNIT UNIT COST EXTENDED COST 1 LS $ 350,342.50 $ 350,34250 1 LS $ 42,689.42 $ 42,689.42 2 EA $ 99.00 $ 198.00 1 LS $ 1,79200 $ 1,792.00 60 CY $ 40.00 $ 2,400.00 Total 'Hardscape' Item Add $ 397,421.92 ALTE~ATE 7 ITEM DESCRIPTION OUANITIY UNIT UNIT COST EXTENDED COST MANHOLE C-7 1 EA $ 2,200.00 $ 2,200.00 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 1 EA $ 1,500.00 $ 1,500.00 12" WlDESHELL AGGREGATE SANDBLASTED BAND 425 LF $ 15.00 $ 6,375.00 ALONG HIKE/BIKE TRAIL INSTEAD OF SfRIPING (8007) MEDJOOL PALM (CRANE INSTALLATION) 1 LS $ 5,315.00 $ 5,315.00 TRENCH DRAIN CONNECT TO YARD DRAIN 10 LF $ 95.00 $ 950.00 ST AINLAESS STEEL SUNDIAL NUMERALS 1 LS $ 3,740.00 $ 3,740.00 BENCH, TYPE A - WABASH WV CN l00R 1 EA $ 2,400.00 $ 2,400.00 UPGRADE CITY STANDARD BENCH TO PBSJ DESIGN TYPE 1 EA $ 3,800.00 $ 3,800.00 A, CAST ALUMINUM SECURED TO CONCRETE BASE (8030) ALUMINUM TRENCH GRATE UPGRADE 1 LS $ 600.00 $ 600.00 Total Alternate 7 Item Add $ 26,880.00 ALTERNATES ITEM DESCRIPTION ELECTRICAL WORK OUANITIY 1 UNIT UNIT COST LS $ 51,705.48 $ EXTENDED COST 51,705.48 Total Additions Code A $ 648,757.15 (48.10) T~1NId (Decrease~ 1''' -- OIdrA $ DRAINAGE Decreasesc.dl:: . GB77-VJ1i7~ _ _f() ITEM DESCRIPTION 3008 INSTALL STORM INLET FOOT TYPE 4J MODIFIED 3011 INSTALL STORM INLET FOOT TYPE 5 3013 INSTALL STORM INLET FOOT TYPE 9 W /SPECIAL CAST IRON GATE 3027 UNDERDRAIN TYPE CLEANOUT ON ROOF DRAIN 3033 INSTALL STORM SEWER 14. DIP 3034 INSTALL STORM SEWER 16" DIP 3035 INSTALL STORM SEWER 15" RCP 3037 INSTALL STORM SEWER 24" RCP 3040 INSTALL STORM SEWER 36" RCP Increases Code: 0377-92267-563700-539-000-00OO (C) $67.725.00 Increases Code: 0357-92267-563700-539-000-00OO fF) $13.320.00 ITEM DESCRIPTION 3005 INSTALL STORM INLET FOOT TYPE 3J (SUMP) PRECAST 3016 INSTALL YARD DRAIN TYPE 1 3026 STORM TRENCH REPLACEMENT 3032 INSTALL STORM SEWER 12. PVC 3036 INSTALL STORM SEWER 18" RCP 3038 INSTALL STORM SEWER 30" RCP 3044 CONNECT TO EXISTING STORM STRUCTURE OR PIPE 3049 STORM SEWER PIPE BEDDING NO. 57 STONE OUANITIY 1 1 1 EXTENDED COST (6,700.00) (6,000.00) (3,000.00) UNIT UNIT COST EA $ 6,700.00 $ EA $ 6,000.00 $ EA $ 3,000.00 $ 1 10 102 107 6 72 T~"'" . EA $ 550.00 S LF $ 135.00 $ LF $ 145.00 $ LF $ 125.00 $ LF $ 180.00 $ Il.JF $ 2!9IIIlIIlml $ ~ ... Decrease $ (550.0m (1,350.00) (14,790.00) (13,375.00) (1,080.00) (20,880.00) (67,725.00) OUANITIY UNIT UNIT COST EXTENDED COST 1 EA $ 6,500.00 $ 6,500.00 3 EA $ 1,250.00 $ 3,750.00 196 LF $ 65.00 $ 12,740.00 138 LF $ 155.00 $ 21,390.00 102 LF $ 145.00 $ 14,790.00 71 LF $ 225.00 $ 15,975.00 1 EA $ 1,500.00 $ 1,500.00 44 CY $ 100.00 $ 4,400.00 Total 'Drainage' Item Increase $ 81,045.00 ~ Change Order No. 1 Page 6 017 PROJECT: Beach Walk Phases II. III. IV Additions Code: 0357-92267-563700-5~ (F) ITEM DES_ 3051 STORM MANHOLE 6' DIAMETER (AWl 29) 3052 STORM MANHOLE 4' DIAMETER (AWl 24) 3053 MODIFY INLET 8-11 DUE TO PROGRESS ENERGY CONFLICT 3054 INCREASED COST OF B SERIES STORM DUE TO 1 CONSTRUCTION DRAWING REVISIONS 3055 STORM WORK AT TIIE INTERSECTION OF BA YW A Y AND 1 GULFVIEW 'JUAN III Y UNIT UNIT COST EXTENDED COST 2 EA $ 6,400.00 $ 12,800.00 1 EA $ 2,200.00 $ 2,200.00 1 EA $ 3,723.00 $ 3,723.00 !iII(Decrease~ LS $ 35,426.27 $ 35,426.27 LS $ 39,765.16 $ 39,765.16 Total 'Drainage' Item Add $ 93,914.43 /1L&dJ::a- ... c.de "'F' $ 107,234.43 WATER Decreases CODE: ITEM 5002 5005 5014 5034A ~--.. I 1iD_ DESCRIPTION INSTALL WATERMAIN 4" -PVC INSTALL WATERMAIN 8" - DIP INSTALL WATER VALVE 4" RECONNECT EXISTING WATER SERVICFS PIPING> 10 FT "'B"" OUANTITY UNIT UNIT COST EXTENDED COST 6 LF $ 70.00 $ (420.00) 23 LF $ 95.00 $ (2,185.00) 4 LF $ 1,400.00 $ (5,600.00) 19 LF $ 40.00 $ (760.00) T.raJ. 'Wain" ~ Decrease $ (8.965.00) Increases CODE: 0343-92267-563800-533~ "8" S 8.965.00 Increases CODE: 0376-92267-563800-533-000-0000 "G" $56.560.00 ITEM DESCRlFTION QUANTITY UNIT UNIT COST EXTENDED COST 5001 INSTALL WATERMAIN 2" - POLY 533 LF $50.00 $ 26,650.00 5003 INSTALL WATERMAIN 6" PVC 61 LF $75.00 $ 4,575.00 5015 INSTALL WATER BALL VALVE 2" - W /BOX 4 EA $1,300.00 $ 5,200.00 5016 INSTALL RESILIENT SEAT GATE VALVE 6" 1 EA $1,500.00 $ 1,500.00 5026A DUCTILE IRON FITTINGS WATER 22 EA $600.00 $ 13,200.00 5031 CONNECT TO EXISTING WATER 1 EA $3,000.00 $ 3,000.00 5033A RECONNECT EXISTING WATER SERVICFS PIPING < 10 FT 3 EA $700.00 $ 2,100.00 5036 REMOVE FIRE HYDRANTS 1 EA $500.00 $ 500.00 5051 RECONNECT FIRE LINE 2 EA $4,400.00 $ 8,800.00 Total 'Water' Item Increase $ 65,525.00 Additions CODE: 0376-92287 -563800-533-000..0000 "G" ITEM DESCRlFTION QUANTITY UNIT UNIT COST EXTENDED COST 5052 8" GATE VALVES 19 EA $2,200.00 $ 41,800.00 5053 4" PVC SLEEVE FOR 2" WATER MAIN ROAD CROSSINGS 140 LF $6.95 $ 973.00 5054 RELOCATE 2" BALL VALVES (SUNDIAL PLAZA REVISION) 2 EA $500.00 $ 1,000.00 Total 'Water' Item Add $ 43,773.00 JiIt(Decrease~ .~fLlI.- ... c.de"C" $ 100,333.00 RECLAIMED Decreases CODE: lIJla.8ZIII1.an.. liD _ 1111 "'Ir ITEM DESCRIPTION 5010 INSTALL RECLAIMED WATER MAIN 12" DIP 5032 COINIINiIEClr'ID IEXIl5InIJNG IKIECI.AWIED WATER 5034B RECONNECT EXISTING RECLAIMED WATER PIPING> 10 FT OUANTITY UNIT UNIT COST EXTENDED COST 12.00 LF $ 100.00 $ (1,200.00) 1 EA $ 4,500.00 $ (4,500.00) 30 LF $ 40.00 $ (1,200.00) T.... ....Lii-d'.. Decrease $ (6.900.00) .l Change Older No. 1 Page 7 017 PROJECT: Beach Walk Phases II, III, IV RECLAIMED {continued} Increases CODE: 0378.92267-563800-533-000-0000 "0" ITEM DFSCRIPTION 5007 INSTALL RECLAIMED WATER MAIN 2" PVC 5008 INSI'ALL RECLAIMED WATER MAIN 6" PVC 5009 INSI' ALL RECLAIMED WATER MAIN 12" PVC 5026B DUCTILE IRON FITI1NGS RECLAIMED RECLAIMED {continued} Additions CODE: 0378-92267-563800-533-000-0000 "0" ITEM DESCRIFI10N 5047 4" PVC SLEEVE FOR 2" WATER MAIN ROAD CROSSINGS QUANTlTY YmI UNIT COST 4 LF $ 25.00 $ 33 LF $ 50.00 $ 25 LF $ 95.00 $ 12 EA $ 700.00 $ Total 'Reclaimed' Item Increase $ QUANTlTY 28 UNIT UNIT COST LF $ 7.00 $ Jiet(Decrease~ ....- . ... c.dr "IJ" $ EXTENDED COST 100.00 1,650.00 2,375.00 8,400.00 12,525.00 EXTENDED COST 1%.00 5,821.00 SEWER Decreases CODE:: 8Jl8.8IZ2&1-A I 515 _ IIII "E"" !TIM DESCRIFl10N 5040 UTILITY PIPE TO BE ABANDONED IN-PLACE </= 10" DIA Increases CODE: 0378-92267-563800-635-000-0000 "E" for onlY $8.100.00 0376-92267-563800-635-000-0000 "H" $64.555.00 ITEM DESCRIFI10N 5011 REMOVE AND REPLACE SANITARY - 8" 5038 UTILITY PIPE TO BE REMOVED </-10" DIA 5033C RECONNECT EXISTING W ASI'EW ATER SERVICE < 10 FT 5034C RECONNECT EXISTING W ASI'EW ATER SERVICE> 10 FT Additions CODE: 0376-92267-563800-535-000-0000 "H" mM DESCRIPTION 5048 UTILITY PIPE TO BE ABANDONED IN-PLACE 10", </= 20" DIA 5049 REMOVE MANHOLE 5050 RECONSI'RUCT MANHOLE 5051 REMOVE UTILITY PIPE < 10" DIA IN TRENCH OUANTlTY -270 UNIT UNIT COST LF $ 30.00 $ Total Sewer Item Decrease $ QUANTlTY 257 824 UNIT UNIT COST LF $ 175.00 $ LF $ 30.00 $ 3 17 EA $ 2,100.00 $ LF $ 100.00 $ Total Sewer Item Increase $ QUANTlTY 193 UNIT UNIT COST LF $ 40.00 $ 3 EA $ 900.00 $ 1 EA $ 5,400.00 $ EA $ 15.00 $ 202 lNIet (Decreases~ JaA.IiI" "'c.dr'''II'' $ Total Sewer Item Add $ EXTENDED COST (8,100.00) (8.100.00) EXTENDED COST 44,975.00 24,720.00 6,300.00 1,700.00 77,695.00 EXTENDED COST 7,720.00 2,700.00 5,400.00 3,030.00 18,850.00 88,445.00 SUMMARY !Net (Decreases)~1 ~Code: CBl5-9Z21&7-56.'J:1tD.5O-UD-OIDJ "A" JNet (Decreases),n..:.-/Additi0n5Code::~~"B" !Net (Decreases)/fInaei1tgef ~Code: CB77-922lfii1~ .C" !Net (Decreases)~~Code:fB18.JJl2lfil7~"D" !Net (Decreases),n..:.-/AddiIionsCode::~~"'E" Net (Decreases)~~Code::CB57-922lfii1~"lP" !Net (Decreases)tmo-/~Code:~~I'G" !Net (Decreases)~AdditionsCode::~~"H" T.-aI. Net (Decreases~ ,~w-. <lIimF 0aIa- JNIa 1 $ $ $ $ $ $ $ $ $ (48.10) 5,821.00 107,234.43 100,333.00 88,445.00 301.785.33