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ST0001-CS010808 FAX COVER PAGE Fax Number: ~'~ 9..- ,~ O~- ~3 .~'~ _% Schrickel, Rollins and Associates, Inc. 1161 Corporate Drive West, Suite 20O Arlington, Texas 76006 metro 817-640-8212 (voice) 817-649-7645 (fax) I The fax includes this cover page plus l "3 pages. Date of fax: ~ %-0 \ Notes from Sender: 8~76497645 08/08/2001 09:05 8~76497645 SCHR~CKEL ROLL~NS PAGE 82 City of Coppell Creekview Drive and Freeport Parkway Opinion of Probable Construction Cost August 3, 2001 ITEM DESCRIPTION J QTY. UNIT __ COST TOTAL PAVIN~ 101 Right-of-way Preparation I LS $ 10,000 $ 10,000 102 Unclassified roadway excavation 6,500 CY 8 52,000 103 Compacted roadway fill 3,000 CY 8 24,000 104 8" Lime Treated Subgrade 19,000 SY 4 76,000 105 Hydrated lime (35 Ibs./SY) ~ 333 Tons 100 33,300 106 7" Reinforced concrete pavement w/6" curb 12,~300 SY 32 409,600 107 8" Reinforced concrete pavement w/6" curb 5,100 SY 36 183,600 108 6" HMAC Pavement ~, 1,550 SY 40 62,000 109 5" Concrete sidewalk incl. barrier free ramps 2.,300 SY 30 69,000 t 10 Median Paving w/Pavers 500 SY 50 25,000 111 Solid sod 1,000 SY 4 4,000 112 Modular Block Retain[n§ Wall 190 SY 150 28,500 113 TxDOT Pedestrian Rail 255 LF 120 30,600 114 Gabion Retaining Wall 47 CY 150 7,050 115 Stormwater Pollution Prevention Plan 1 LS 5,000 5,000 116 Sawcut Existing Concrete Pavement 956 LF 3 2,868 117 Remove ex. Concrete flatwork 511 SY 8 4,088 118 Remove ex. HMAC Pavement 1,341 f SY _~ 6 8,046 119 Remove ex. Barricade i 40 LF 15 600 120 Concrete Header t, 50 LF 10 500 121 4" White non-reflective buttons 100 EA 3.50 3.50 122 4" White reflective buttons 300 EA 5.50 1,650 123 4" Yellow double reflective buttons ; 300 EA 4 1,200 12.4 6" x 6" Reflective J i~le Bars 20 EA $ 100 125 Pavement markin§s (arrow) 8 EA 100 i 800 4126 I 8176497645 08~.08/200i 09:05 8176497645 SCHRICKEL ROLLINS PAGE 03 UNIT ITEM D~SCRIPTION QTY. UNIT COST TOTAL 126 Pavement markings (lane transitions) 810 LF 3 ~ 2,430._ --127 Design and implementation ora traffic control plan 1___ 1 LS 10,000 10,000 Subtotal Paving $ 1,052,282 201 10' Recessed curb inlet 1 6 EA $ 3,000 $ 18,000 L 202 Type A Manhole 2 EA 3,000 6,000 203 21" Cl. ltl RCP Storm Sewer 12.5 LF 40 5,000 2.04 24" Cl. III RCP Storm Sewer 90 tF 50 4,500 205 27" Cl. Itl RCP Storm Sewer 600 LF 55 33,000 206 Connect to ex. 30" RCP Storm Sewer I EA 500 500 207 Connect to ex. 60" RCP Storm Sewer 1 EA 1,000 1,000 208 Trench Safety 815 LF ~ 3 2,445 209 Erosion Control Matting 370 SY 10 3,700 Subtotal Drainage l $ 74,145 W~t~.R tMt~R OYEM EN TS 301 6" PVC (C900) water main 60 LF $ 40 $ 2,400 302 §" PVC (C900) water main 850 LF 26 22,100 303 12" PVC (C900) water main 2,750 LF 30 82,500 304 6" Gate valve 7 EA 800 _5,600 305 8" Gate valve 6 EA 900 5,400 306 12' Gate valve 2 E^ 1,600 3,200 307 Connect to ex. 8" water main I EA 500 , 500 308 Connect to ex. t 2" water main 2 EA 1,000 2,000 309 Standard Fire Hydrant 7 EA 1,800 12,600 3~0 2~ Combination air and vacuum release valve 3 EA 2,500 7,500 311 6" 01owoffvaive assembly ................................ 3 EA { 1,200 3,600 312 Ductile iron fittings 2.5 Tons 2,500 6,250 313 Trench safety (>5' depth) 3,660 I LF 2 7,320 I Subtotal Water $ 160,970 SANITAR:Y SEWER IMPROVEMENTS 401 Adjust existing SSMll I I 1 $ 500 $ 500 Subtotal Sanitary Sewer $ 500 4t26 2 8176497645 08/.08/2001 09:05 8176497645 SCHRICKEL ROLLINS PAGE 04 ITEM DESCRIPTION QTY. UNIT COST TOTAL *i~R, IGATfI~N IMPJ~O¥~fl4EN~ 501 %" Sch. 40 PVC 94 LF $ 1 $ 9.(,,,'- $02 3/4" Sch. 40 PVC 210 LF 1 210 503 1" Sch. 40 PVC 86 LF 1.20 103,20 504 1 1/4' Sch. 40 PVC 16 LF 1.40 22.40 505 1 1/2" Sch. 40 PVC 14 LF 1.60 22.40 506 Hunter 4" Pop-up spray rotors 24 EA 30 720 507 2" Rainbird zone valve 1 EA 600 600 508 Concrete valve box 3 EA 200 600 509 Irrito[ IBOC 100 Battery controller 1 EA 500 500 510 2" Type "K" service line 66 LF 4 264 511 2" Conbraco double check assembly 1 EA 800 800 512 4" Sch. 40 PVC sleeves 50 LF :5 250 51 3 2" Tap on 12" Water line 1 EA 500 500 514 Replace damaged irrigation at.Wag_.o,~n?~.~_ee] 1 1 LS .__ 2,500 2,500 Subtotal Irrigation $ 7,186 601 Light pole foundation t .3 CY $ 600 $ 780 602 2" Sch. 40 PVC conduit 4,755 LF 2 9,510 603 Single arm luminaire 9 iA 4,000 36,000 604 Dual arm luminaire 2 EA 6,000 12,000 Subtotal Street Lighting $ 58,290 R~CA'P ~btotal Paving $ 1,0S2,282 SUbbed .Drainage $ 74,145. ~Obto~l Water $ 1'60~970 ~tubto~l Sanitary Sewer $ 5'00 'Subtot-~:l -I~.rigati~n $ 7,1, 86 ', ,.'~blle'tal' Street Ligh~in§ $ 5,8,290 4126 3