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WA9302-CS 961125 6172245155 11/25/96 MON 13:53 FAX e,-~2~-u'q53 NATGUN ~ ~ 001 # HNPRECAST PRESTR ESSED PREFERRED E.,t~d~hd~ca 1979 ' Natgun Corporation Precast Concrete Ttinks Eh:ven Teal Rosd Wakefield, MA 01880-1Z2-3 Telephone 617-246-1133 Fax 617-245-3279 ***FAX TRAI~SMITTAL*** DATE: November 25, 1996 TO: City of Coppell 255 Parkway Blvd. Box 478 Coppell, TX 75019-4409 ATTN: Mr. Larry Davis, Construction Supervisor RE: 6.0 MG Water Storage Tank Coppell, Texas FAX: 214-304-3673 TELE.: 214-304-3684 FACSIMILE DESCRIPTION i Periodic Estimate for Partial Payment Number 14 Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator NO. OF PAGES: 4 COPY TO: Gary Hendricks FAX: 214-361-0204 SOUTHW!e.gT C')lqqCE; Suite 811.8I ] 1 Preston Ro~d, Dallas, TX 75225-6316, Telephone 214-368-3306 MIDWEST C'}~W]C~-: Suifc 21 l. 2610 Sheridan Road. Zion, IL 60099-2515. Telcphone 70~-B72-8806 Mlo. ATt~T~c O~iC~:: Suil~e 100, 3650 Winding Way, Newtown Square, PA 19073, Telephone 610-353-8315 CONTRACTOR*S PERIODIC ESTIMATE FOR PARTIAL PAYMENT SS~IMATS Nll/4BER 14 ENGINEER: Shlmek Jacobs & Finklea PRO/ECT: 6-0 MG Wate~ Storage Tank 833 Douglas Avenue, #820 Coppall, Texas Dallas, TX 75225 ESTIMATE PERIOD: FROM: November 1, 1996 CONTRACTOR: Natgun CorPoration Post Office Box 4771 TO: November 30, 1996 Soston, MA 02212-4771 CONTRACT /MeO~JNT| $ 2,809,305.00 TERNS: SCHEDULE OF COMPLETED %eORK WORK COMPLETED TOTAL IR~I~ SCHEDULED FROM PREV. COMPLETED % SALANCE TO ITEM TO DATE TO DATE FINISH NO. DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION THIS PERIOD lb- Temporary Access Road LS 19,200.00 19,200.00 0.00 19,20~.00 100% 0.00 lc. Site Work (Earthwork) LS 56,600-00 56,600-00 0.00 56,600.00 100% 0.00 ld. Drilled Piers LS 40~,000.0~ 4O0,0O0.O0 0.00 400,000,00 100% 0.00 le. Electric & Telemetering LS 4?,300.00 4?,300.00 0.00 47,300.00 100% 0.00 if. Sidewalk, Splash Pad,S Flume LS 1~,100.00 l&,l°0.00 0.00 16,100.00 100% 0.00 lg- Piping (Overflow Line & Drain Line) LS 29,800.00 29,800.00 0.00 29,800.00 100% 0.i0 ° 1j400.00 100% lh. Gravel Underlain LS 1,400.80 1,400.00 0.0 1i. Perimeter Underdrain LS 9,20~.00 9,200-00 0.00 9,200-80 100% lJ. Engineering Design Drawings, Calculations s Job Set ~p LS 125,000.00 125,000,00 0.00 125,000.00 100% 0.00 lk. Footing & Floor Complete wtt~ Piping LS 313,000.00 313,000.00 0.00 313,000.00 100% 0.00 11- Cast Wall Panels LS 262,000.00 262,000.00 0.00 262,000.00 1OO~ lm. Cast Dome Panels LS 225,000.00 225,000.00 0.00 225,008.00 100% In. Erect Dome Shoring i Forms LS 150,000-00 150,9~0.00 0.00 150,00~.00 i00% 0.00 lo. Erect Wall Panels LS 227,000-00 227,000-00 0.00 227,000.00 1~0% 0.08 SCHEDULE OF COMPLETED WORK ITEM UNIT SCHEDULED FROM PREV. COMPLETED % BALANCE TO NO- DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION THIS PERIOD TO DATE TO DATE FINISH TANK LS 148,000.00 148,000.00 O.00 148,~00.00 100% "!0 lp. Erect Dome Panels 100% 0 lq. Form and Pour Wall Slots LS 60,000.00 60,000.00 0.00 60,000.00 lr. Form, Reinforce and Pour Dome 0.00 Ring and Dome Slots LS 50,000.00 50.000.00 O.00 50000.00 100% Is. Core Walt Shotcrete LS 60,000.00 60 000.00 0.00 60000.00 I00% 0.DO lt. Wirewlmdin9 LS llO,O0O.O0 110.000-00 O.O0 110.O00-00 100% 0.DO lu. Covercoat LS 70,000.00 70.000.00 0.00 70.000.00 100% 0.DO iv. Strip & Remove Shoring & Forms LS 60,000.00 60,000-00 0.00 60.O00,00 100t 0.00 lw. Hatch, Vent & Overflow LS 15,875.00 15.875.00 0.00 15.875.00 100i LS 7,000.00 ?.000.00 0.00 7.000.00 100% Ix- Wall Manhole 20 188.O0 100% 0.00 ly. Ladders & Handrails LS 20,188-00 20 188.00 0.00 LS 38,000-00 38.000.00 0.DO 38.000.00 100% 0.00 lz. Pilasters .......................... Sub Total 2,525,838.002,525,838.00 0.0D 2,525,838.00 2. 36" RCCP Pipe 590 236.00 LF 139,240.00 139,240.00 0.00 139,240.00 590 LF 0.00 3. 36" Butterfly Valves 3 12,880.00 EA 38,640.00 38,640.00 0.OO 38,640.00 3 EA O.00 4. 36" Connections 3 5,175.00 EA 15,525.00 15,525.00 0.00 15,535.00 3 EA 0.00 5. ?ank Architectural Finish 1 60,815.00 LS 60,815-00 60,815.00 0.00 60,815.00 lO0t O.00 6. Modify Existing Ladder 1 2,520.00 LS 2,520-00 3,520.00 0.DO 2,520 00 100% 0.00 7. Trench Safety 590 4.60 LF 2,714.00 2,714.00 0.00 2,714 O0 590 LF 0.0~ 8- Site Irrigation I 10,665.00 LS 10,665.00 7,998-75 2,666.25 10,665 00 100% 9 Oak Trees l? 219 O0 EA 3,723 00 3,723.00 0-00 3,723 00 17 EA ' ' 720 0O 50 EA 10: Coral Honeysuckle 50 14.40 EA 720.00 72.00 648.00 11. Bermuda Grass 45,000 0.05 SF 2,250.00 0.00 O.00 0 O0 ~ SF 2,250.00 12. Bermuda Grass Sod 2,310 2.70 SY 5,967.00 5,967.00 0.00 5,967-00 2,210 SY O.O0 4 5?.00 EA 228.00 228.00 0.00 228.00 4 EA 0.00 13. Remove frees 0.O0 460.00 4 EA 14. Relocate Cedar Elm Trees 4 115.00 EA 460.00 460.00 ..... _ ............ ................ Sub Total 283,467.00 27?,902.75 3,314-25 281,217.00 2,250.00 TOTAL ORIGINAL CONTRACT 2~843-40 Z~B43.40 0.00 2~843.40 ....... ~.0O T~ C~GB ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ................... 2,B12,148.402~806~584-15 Z TOTAL C0~CT ':" "==="====" ......... ='====== ............................. ORXGX~ CO~T ~: 2,809,3~ 00 } We Cen[~i ~a~ ~ls Estate Is Co~t Set Ch~9e ~ C~n~e Orders: 2,843-40 ~ CO~O~TXON CO~CT S~ ~ DaT~: 2,8a2,148-40 ~ ~EL~ ~ DA~= 2,8e9,898-~0 Z~ ~[~' 1% ~TAI~GE: 28,098.98 ............ B~: f~ ~ ~D ~SS ~AINA~: 2,781,799.~ L~SS P~E~S eA~: 2,779,5i8.31 ~ ............ ; We [~ve Choked ~s Est~te & Approve pa~ent ~ ~ ~A~ D~: 3,281.11 h ==== ........ 30 ~ 348 . 98