Loading...
ST0301-EM030321 (3) ITEMIZED FEE CALCULATION CITY OF COPPELL HISTORIC DOWNTOWN AREA IMPROVEMENTS Engineering/Surveying Surveying additional costs $2,000 Traffic Signal upgrade design $4,000 Bridge g~haneeme~ts design $8,700 Streetseape design/¢onstr. Admin $43,800 Street lighting design $12,200 Additional concept design/public meeliag info $11,000 Additional Paving/drainage design $4.000 $85,700 Construction Streetscape/Landscape/Street Lighting Traffic Signal Upgrades Bridge Enhancements Additional Paving/Storm Drain 15% Contingency $350,000 $150,000 $81,000 $603,000 $90.450 $693,450 $779,150 Bethel Road Rehabilitation Preliminary Opinion of Probable Construction Cost City of Connell, Texas Freese & Nichols, Inc. Bethel Roan From Freeport Parkway East to N. Denton Tap Road 7' Reinforced Concrete PaNnp 6' Lime treated Subgrads 6' Conc. Curb & Gutter March 21, 2003 Item Roadwa Items - Co II Road 1 I IM.bili-tion 1 1 21123.13 No. Doscd ion Ouanti Unit Unit Pries Extension 100 .00 Roadway Items -BathN Rwd 3 Remove Exiati Raadwe Pavement 1150 523,00 1 2 Mobilization 1 I LS 111121.88 $111121.88 3 Pre ROW Remove ExiMi Roadwa Pavement 1 2 LS 15000.00 - UEL. 15000.00 4 Roadwa ExcawOori 900 CY 23.00 5LF 6 700.00 5 Roadwa Embenknxnt 3900 CV' .00 $23400.00 8 Lima Trealad Sub rede 8' 250 CV $7.50 $1.87& 00 7 Lime H rated 6 19500 SV $10.00 $195000.00 8 6' Concrete Curti 8 Gutter 300 11 160 ON 100.00 30000.00 9 Concrete Valle Guflers 1620 LF LF $12.00 $133 920.00 10 7' Continuous Reinforced Concrete Paving 17 500 SV S24.00 $45.00 LS $38880.00 11 6 -inch Reinforced Concrete Dtiwwa s Inc. Rams 1 200 SV 200 L3 787 500.00 12 4 -Inch Reinforced Concrete Sidewalks 6 -Ft. Wide Inel Ram 7 SV 30.00 MO 0400 00 13 10' Concrete Troll 2 000 SY $30.00 TON 219 000.00 $60000.00 14 27' RCP CL III 695 OF $60.00 LF $41 700.00 15 24" RCP CL III 84 LF 70.00 I SY 9 150,00 16 30" RCP CL III 480 LF 85.00 for Roe 0 g. W 17 36 RCP CL III 90 LF 95.00 $8 550.00 16 Std. 10' Recessed Curb Inlet 11 EA 000.00 33 000.00 19 4' Concrete Junction Boxes 1 EA 3 000.00 3 000.00 20 5' Concrete Juncion Boxes 3 EA S4.500.00 $13,500.00 21 Trench e, stem 1675 LF 2.50 $4187.50 22 Concrete a Flume Flu 300 SY $12.00 $3600.00 23 Crushed Stone for Tem re Access Ddws 525 SY &to 5250.00 24 2' HMAC Sudece- Course Y D 475 TON .00 $75.00 $35625.00 25 PawmeM Markin s85i ns 1 LS 220000.00 20000.00 26 U ale Traffic Si nals N. Denton Ta Rd. 1 LS $175 000.00 5775 000.00 27 Tmitic Conlr I Si m 8 Barricade 18 MO 3500.00 $63,000.00 28 Seeding for Erosion control 4000 SY $2.00 $8000,00 29 Tem ore Sediment Control Fence 3000 LF 2.50 750000 30 Storm lnletProleglon EA 40000 440000 31 4" Tem ore HMAC 1,3 TON 55.00 $71 500.00 32 Adjust TO of Existin Manholes 4 EA ;A $75000 $300000 Subtotal Rom.- Bsthsl Rd: 2333559.38 Britl a Items 1 I repe.n. Creek - Brio elm rovemente $81,000.00 Subtotal for end wCurvart items: $81,000.00 Landaca in - Downtown Area Only 1 L.MS jng/&metswpvtgiStmet Liltinting 1 LS ! 1 $350.000.00 1 1 50000.00 ubtotel for andsca 'n 350000.00 Utilities - Bethel Road 1 Miscellaneous Utility Adjustments I I 1 I I L 0000.00 $50000.00 Subtotal for Utilities: 50000.00 Roadwa Items - Co II Road 1 I IM.bili-tion 1 1 21123.13 1123.13 2 Pre Row 1 10000.00 100 .00 $70000.00 3 Remove Exiati Raadwe Pavement 1150 523,00 1 250.00 26450.00 4 Roadwa Excavion at 1200 $6.00 $1 500.00 7200.00 5 Roadwa Embankment 250 UEL. 7.50 $300000 1875.00 6 Lime Treated Su ra a 8' 4 300 5LF 10.00 150.00 SQ. 000.00 7 a Lime H rted 8% 100 $100.00 $75.00 10000.00 8 8' Concrete Curb 8 Guller 4 000 S2.50 9 7' Continuous Reinforced Concrete Pevi 8 300 4500 2,500.00 373500.1X1 10 Channel xcavation 1200 $1800 u'lotel or Utilities: $2160000 1 57500. $7500.00 12 Pavement Markin a$SI ns 1 LS 0 00 $125000 1250000 13 U ale Traffic Si nets Bethel Rd. 1 L3 150 000.00 150 000.00 14 TreKc Control Si ns8 articedes 18 MO 1000,00 $18000.00 15 Tem ore HMAC 500 TON 555.00 $27500.00 16 Tem ore Sediment COMrol Fence 2000 LF 2.50 000.00 17 4 -Inch Reinforced Concrete Sidewalks 6 -Fl. Wide Inc] Rem 2,300 I SY 1 1 $36.00 1 $82,800.00 Subtotal for Roe Rama - CO II Rd: 688,048.13 Britl a Items 1 I repe.n. Creek - Brio elm rovemente $81,000.00 Subtotal for end wCurvart items: $81,000.00 Landaca in - Downtown Area Only 1 L.MS jng/&metswpvtgiStmet Liltinting 1 LS ! 1 $350.000.00 1 1 50000.00 ubtotel for andsca 'n 350000.00 Utilities - Bethel Road 1 Miscellaneous Utility Adjustments I I 1 I I L 0000.00 $50000.00 Subtotal for Utilities: 50000.00 Pmwsal Prelim Est -rev Page 1 of 1 Utilities - Co ,cell Road t 12" C905 DR 21 PVC Waterline 0.00 $120,000.00 2 12' Gate Valve end Box 100 .00 $7 000.00 3 12' X 4' D.I. Tee 1 250.00 $1 250.00 4 12" D.I. Tee $1 500.00 $1 500.00 5 16'X12 Tee UEL. $300000 3000.00 6 1' Water Service Te in end Lo Side Crossi 150.00 $2100.00 1' Water Ser.1 Te in and Short Side Crossin $75.00 $225.00 S2.50 $5 000.00 9 Wetnine Teslin 2,500.00 $2500.00 u'lotel or Utilities: $136 Totals for all items: $3,817,182.50 Construction Contincenev: 15.0% $572.577.38 Total Opinion of Probable Cwt of Construction: $4,389,759.88 Pmwsal Prelim Est -rev Page 1 of 1 ITEMIZED FEE CALCULATION Mo o CITY OF COPPELL BETHEL ROAD, COPPELL ROAD, a, AND HISTORIC DOWNTOWN AREA IMPROVEMENTS FREESE • Nl( Prepared for; City of Convell. TX 3/21/2003 ITEM QA/QC PROJECT DESIGN -- §P - ECIALrIY LA and ENVIR. CADD ADMIN TASK & Client Rep MANAGER ENGINEER ENGINEER ARCHITECT SCIENTIST TECH TOTAL ass. nas, xas Has, moa tms me. ass. norms cosy 7 77777 77 777 =77= I Survey/prepare design survey map .. .. . .......... MEOW 2 Survey /prepare four ROW documents S4,0(sl SUBTOTAL for SURVEY $39,000 ... lit T AL mi* I Attend PRE-WORK CONFERENCE 2.................4 4 16 0 16 0 42 $4,25 . 6 2 Data gathering /site d-mournsf.. 0 2 8 0 4 0 14 $1,286 3 Review existing masterplanipatking analysis /proposed layout 0 2 4 10 0 8 0 24 r '23 4 Public Meeting 4 4 8 20 0 48 9 92 5 Prepare Concept Engineering Plans 0 S 40 16 0 112 0 1715 6 Submit study, plans and downtown recommendations to CITY 0 4 8 4 4 0 24 2 46 $4,013 7 City Council presentation 2 4 8 0 0 2 16 $1,741 8 QA /QC I A a a 11 0. a $m SUBTOTAL for CONCEPTUAL ENGINEERING 9 32 80 4 66 0 212 12 415 $16938 it: CEO ell ... TE .. N ...... SUBTOTAL for GEOTECH . . ..... .......... ............... . .......... . ............. I preps na c'A' Drai g ne. Map 0 2 60 0 Prepare bridge concept alternatives 0 2 40 40 0 82 $7,840 2 Prepare preliminary p1p sheets 0 4 120 300 0 424 $32,448 3 Coordinate utilities 0 2 16 16 0 34 $2,848 5 Prepare horiwnul control sheet 0 2 a 24 0 34 $2,694 6 Prepare preliminary construction war estimate 0 2 16 8 0 26 $2,285 7 Attend Review /Coordination Meetings (max 2 meetings) 0 4 4 0 0 8 $934 8 Conduct Public meeting 4 4 9 8 8 24 12 68 $6,131 9 City Council presentation 2 4 4 4 0 2 16 $1.843 10 QA/QC A 22 11 4 II 26 II577 SUBTOTAL for PRELIMINARY ENGINEERING 10 48 236 48 12 0 452 14 820 $69,376 1 Finaltw cross- sections 0 4 40 240 0 284 s21 2 Final in horiminal control 0 2 8 40 0 50 $3,821 3 Prepare traffic control plan 0 8 24 40 0 72 $6,118 4 Prepare fl, paving PIP sheers 0 8 120 480 0 608 @1jjjX§" I Prepare final storm drain PIP sheets 0 8 48 280 0 336 $25,165 6 Prepare that water p/p sheets 0 8 24 180 0 212 $15,974 7 Prepare traffic signal modification plans 0 10 64 36 4 114 8 Prepare bridge modification plans 0 8 0 40 40 0 88 9 Prepare landsospelatreetacapelirrigation plans 0 0 0 125 507 0 632 9 P 10 Prepare street lighting plans 0 8 94 44 8 144 ' 11 Prepare SWPPP 0 4 16 40 0 60 $4,826 2 Prepare bid proposal 0 8 20 0 8 36 $3,328 13 Update construction cost estimate 0 2 8 6 8 24 0 48 $4,326 14 Finali= construction plans 0 12 40 8 14 80 0 154 $13,504 Conduct Public meeting 4 4 8 8 24 12 60 $5.184 6 Attend Review /Coordination Meetings (max 1 meetings) 0 4 4 4 4 0 0 16 $1,869 17 Submit for TAS/ADA review and address comments 0 4 6 0 2 12 $1,210 18 QA/QC 4 16 0. a if 2D $1 00it for FINAL ENGINEERING 8 119 514 58 159 0 2055 34 2946 $235,942 F' ... ...... I................,............ :* BID FILN$E: ... ,:*: : .::: . . . ;:::::::: :::: .: : : : ... : : : :.: : : : :::; : : ' .::::: :. ......... . : . ...... I Assist with bid advertiament 0 2 2 0 0 4 $467 2 Print and distribute bid documents 0 0 4 0 4 8 s550 3 Pre-bid meeting 0 4 4 4 4 0 2 18 $1,965 4 Maintain plan holder information 0 0 0 0 4 4 $192 5 Respond to clucationa, prepare addenda 0 2 8 0 2 12 $1,101 6 Assist with opening, tabulating bids, recommend award 1 2 6 0 2 11 $1,098 7 Furnish plans per contract il ff 2 a fl 2 $m SUBTOTAL for BID PHASE 1 10 26 4 4 0 0 14 59 $5,552 :.0 C NS I Public Meeting 0 4 8 4 4 2 22 2 Attend pre - construction meeting 0 4 4 4 0 2 14 $1,504 3 Provide baseline control staking 0 0 0 0 0 0 $2,500 4 Submit monthly reports 0 0 36 0 0 36 $3,226 5 Review submittals 0 0 8 8 8 0 0 24 $2,586 6 Review pay applications 0 0 is 0 0 18 $1,613 7 Make 36 site visits 0 12 216 16 32 0 0 276 $26,662 9 Coordinate testing lab and review report, 0 0 is 0 0 18 $1,613 10 Interpret drawings 0 0 8 8 8 0 0 24 $2,586 I I Prepare charge orders 0 2 4 2 0 0 8 $883 12 Prepare contract modifications 0 2 4 0 0 6 $646 13 Final Inspection 0 4 8 4 4 0 0 20 $2,227 14 Transmittal of Final Deliverables & Record Drawings 0 2 4 12 2 20 $1 SUBTOTAL for CONSTRUCTION PHASE 0 30 336 42 56 0 16 6 486 $49,76 Deliverables and Expenses Printing/Plotting Expenses $22,500 General Expenses t2-500 $25,000 $25,00 BASIC SERVICES TOTAL $469,172 PROJECT TOTAL (Max. Fee) 5469,172 Freese and Nichols, Inc. Page 1 3/21/2003