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WA9302-CS 951205 (2)12/05/95 TUE 02: 41 FAX 6172245153 NATGUN ~ 001 ~UN PRECAST PRESTRESSED I"REFERRED Natgun Corporation Precast Concrete Tanks Eleven Teal Road Wakefield, MA 018804223 Telephone 617-24(~1133 Fax 617-245-3279 **eFAX TRANSMITTAL*** DATE: December 05, 1995 TO: City of Coppall 255 Parkway Blvd, Box 478 Coppall, TX 75019-4409 ATTN: Mr. Larry Davis, Construction Supervisor 6.0 MG Water Storage Tank Coppell, Texas FAX: 214-304-3673 TELL.: 214-304-3684 FACSIMILE DESCRIPTION 1 Periodic Estimate for Partial Payment Number 4 Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator NO. OF PAGES: fi ._ COPY TO: Gary Hendricks FAX: 214-361-0204 So,.n'.w~.sT OFFiC~.'. Suite 8l 1.8111 Preston Road, Dallas, TX 75225-63 16, Telephone 214-368-.t306 MxnwEs-r O.mt.- Suite 211, 2610 Sheridan Road, Zion, IL 60099-2615, Telephone 708-872-8806 Mtr>-A~n.^N'nc O~t~ca: Suite 100, 3650 Winding W-~y, Newtown Square, PA 19073, Telephone 610-353-8315 CO!~I'~CT~R'S PERIODIC ESTIMATE FOR PARTIAL PAFMEI4T E~I~ER: Shirk Jacobs & F~nklea P~T~ 6,0 ~G Water Storage Tank 833 Douglas Avenue, ~820 Coppell, Texas Dallas, TX ESTI~TE Post O~flce Box 4771 ~: Hove~er 30, 1995 8oston, ~ 02212-4771 SCH8~ OF ~L~ ~ ~O~ CONPLETED ~T~ TEN ~IT S~ED~ED FROM PREV. CO~BETED % ~CE TO O. DESCRI~ION OF WORK QTY PRICE V~ APPL~TION THIS PERIOD TO DATE ~ DATE FINISR u. Erosio~ ~ Sedi~entation Comtrol LS 5,175.00 5,175.00 0.00 5,175.00 100% O.DO b. Temporary Access Road LS 19,200.00 4,800.00 0.00 4,B00.0O 25% 14,400-00 c. Bite Work (Earthwork) LS 56,600.00 45,280.00 5,660.00 50,940.00 90% 5,660.00 d. Drilled P~ers LS 400,000.00 1B0,000.00 220,000.00 400,000.00 100% 0.00 e. Electric S Telemetering LS 47,380.00 0.00 0.00 0.00 0% 47,300.00 f- Bld~alk, Splash Pad,& Flume LS 16,100.00 0.00 O.00 0.00 0% 16,100.00 9- Piping (Overfl~ Line & Drain Line) LS 29,800.00 0.00 0.00 0.00 0% 29,800.00 h. Gravel Underlain LS 1,400.00 0.00 0.00 0.00 0% 1,400.00 I. Pezimeter Underdrain LS 9,200-00 0.00 0.00 0-00 0% 9,200.00 J. Engineering DeSign Erawings, Calculations & Job Set Up LS 125,000.00 125,000.00 0.00 125,000.00 100t ~. Footing & Floor Complete with P&~ing LS 313,000.00 0.00 78,250.00 ~B,250.00 25~ 234,750.00 [. Cast Wall Panels LB 2~2,000.00 0.00 26,200.00 26,200.00 10% m. Cast Dome Psnels LS 22~,000.00 0.00 22,500-00 22,500.00 10% 202,500-00 ~. Erect D~e Shoring & Fo~ LS 1~0,000.00 0.0O O.O0 0.00 0% 150,000.00 >. Erect Wall Panels LB 227,000.00 O.00 0.00 0.00 0% 227,000.00 SCHElY~-.E OF CC~fPLETED~ WORK CONPLETED ~ TEN UN~ SCHED~ED FR~ PRgV. COllaTED t ~NCE TO O. DESCRIPTION OF WO~ QTY PRICE V~ APPLI~TION THIS PERIOD ~ DATE ~ DATE FINISH T~ p. Erect ~ Panels ~S 148,~0~.G0 0.~0 0.00 0.~0 0% ]4S,0O0.OO ~. FOre a~d Pour Wall Slots LS 60,000.00 ~-~0 0.00 0.0~ e% 60,000.00 r. Form, Reinforce and Pour Dome O-9O Ring and Dome Slots LS 50,000.00 0.00 0.00 0.00 0% 50,000.00 s. Core Wall Shotcrete ~S 60,000.00 0.00 0.0O 0.00 0% 60,000.00 t. Wir~inding LS 110.000.00 O.00 0.00 0.00 0% Jl0,0~0.00 · . Covercost LS 70.000-00 0.00 0.00 0.00 0% 70,000.00 v. Strip i Remove Shoring & Foms LS 60.D0O.O0 ~.00 O.O0 0.00 0% 60,000.00 i. H~tch~ Vent & Overflow LS 15.875.00 0.00 0.00 0.O0 0% 15,875.00 ~. ~all ~nhole LS 7.000.00 D.00 0-00 0.00 0% 7,000.00 [. Ladders S Handrails LS 20188.00 0.00 0-00 0-00 0% 20,188.00 ~. Pilasters LS 38 000.00 0.00 0.00 0.OO 0% 38,000.00 Sub ~tal 2,525,838.00360,255.00 352,610.00 712,865.00 1,812,973.00 ~. 36" RCCP Pipe 590 236.00 ~ 139,240.00 0.OO 45,054.76 45,054.7~ 190.91 LF 94~185.24 I. 36'~ ~tterfiy Valves 3 12,880.00 EA 38,640.08 0.00 0.00 0.00 0 ~ 38,540.00 ~. 36" ~ections 3 5,175.00 EA 15,525.00 0.00 0.00 0.00 0 EA 15,525.00 i. Tank Architectural [lmlsb ~ 60,815.00 LS 60,815.00 0.00 0.00 0.00 01 60,815.00 i. ~odl[y Existing ~adder I 2~520-00 ~S 2,520.00 0.00 0.00 0-00 0% 2,520.00 r. Trench Safety 590 4.60 LF 2,714.00 0-00 878.19 878+19 190.91 ~ 1,835.81 ~. Site irrigation ] 10,665.00 LS 10,665.00 0+00 0.0O 0.00 0t 10,665.00 ~. Oak Trees 17 219.00 EA 3,723-00 0.00 0.O0 0.0O 0 BA 3,?23.00 ~. Coral Honeysuckle 5B 14.40 8a 720.00 0,00 0.00 0.00 0 EA 720.00 .. Bermuda Grass 45,000 0.05 SF 2,250.00 O.00 0.00 0.00 0 SF 2,250-00 :. Bermuda Grass Sod 2,210 2.70 SY 5,957.00 0.00 0.00 0.00 0 S[ 5,967.00 ~, Remove Trees 4 57.00 ~ 228.00 0.80 0.O0 0.00 O ~ 228.00 · . Relocate Cedar Elm Trees 4 115-00 EA 460.00 0.00 0.00 0.00 0 EA 460.00 S~ Totsl 283,467.00 0.00 45,932.95 45,932.95 237,534.05 T~ 2,809,305.00360,255.00 398,542.95 758,797.95 2,050,507.05 We Cez~/fy ~st ~hie Estimate Is Co~ ~IGT~ C~ S~: 2,809~305.00 N~ ~~10~ R~ Chan~e ~ C~nge O~e~: Q. 00 CO~ S~ ~ ~; 2~809~305.00 B~: 5t ~AI~E: 3~ ,939.9D ~ ~D ~SS ~Xl~: 720 ~858.05 Have Check~ ~is Estate & ~pprove P~e~t ~SS P~I~ P~S: 342,242.25 ~ PA~ ~: 378,615.80 BY: ~CE ~ FINISH ]EL~ENG ~&r~;: 2,098,446-95