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WA9302-CS 960403 6172245155 04/03/96 WED 14:04 FAX 6172~,45153 NATG[~ A ~001 HNPRECAST PKEST~ESSEI_). PR FFERRE1 ) E~rahh,qwd 1929 Natgun Corporation Prccas~ Concrete Tanks Eleven Teal Road Wakefield, MA 01880-1223 Telephone 617-246-1133 Fax 617-245-3279 *FAX TRANSMITTAL*** DATE: April 03, 1996 TO: City of Coppell 255 Parkway Blvd. Box 478 Coppell, TX 75019-4409 ATTM: Mr. Larry Davis, Construction Supervisor 6.0 MG water Storage Tank Coppell, Texas FluX: 214-304-3673 TELE.: 214-304-3684 FACSIMILE DESCRIPTION 1 Periodic Estimate for Partial Payment Number 7 Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator NO. OF PAGES: q COPY TO: Gary Hendricks FAX: 214-361-0204 SOuTi-lWEST OFFICE: Suite 811, 8111 Perseen Road, Dallas, TX 75225-6316, Telephone 214-368-3306 MIDWEST OFHCE: Suite 211, 2610 Sheridan Road. Zion. IL 60099-2615. Telephone 708-872-8M06 Mm-A~n,~q~tc O~c~: 5uiee lO0, 3650 Winding Way, Newtown Square, PA 19073, Telephone 610-353-8315 ENGINEER: CONTRACTOR: TERK~: CONTRaCTOR'S PERIODIC ESTIMATE FOR PARTIAL PA~NBNT ESTIMATE NUMBER 8 Sbimek Jacobs & ~i~klea 833 Douglas Avenue, #820 Dallas, TX 75225 PROJECT: Water Stor89e Tank Coppall, Texas Natgun Corporation Poet Office 8ox 4771 Sosten, MA 02212-4771 ESTIMATE PERIOD: CONTRACT AMOUNT: FROM: March 1, 1996 TO: March 3~, 1996 $ 2,809,305.00 ITEM la. Ib- ld le lg 1i lJ lk. ll- lm. ln- to. SCEMD~LE OF COMPLETED WORK wON/( COMPLETED DESCRIPTION OF WORK QTY Erasion & Sedimentation Control Temporary Access Road Site Work (Earthworkl Drilled Piers Electric & Telemetering Sidewalk, Splash Pad,& Flume Piping (Overflow Line & Drain Line) Graver Underiain Perimeter Underdrain Engineering Design Drawings, Calculations & Job Set Up Footing & Floor Complete with Piping Cast Wall Panels Cast Dome Panels Erect Dome Shoring & Forms Erect Wall Panels UNIT PRICE SCHEDULED FROM PREV. VALUE APPLICATION LS 5,175.00 LS 19,200.00 LS 55,600.00 LS 400,000.00 LS 47,300,00 LS 16,lO0.O0 LS 29,800.00 LS 1,400.00 LS 9,200.00 LS 125,000.00 LS 313,000-00 LS 262,000-00 LS 225,000-00 LS 150,000-00 LS 227,000.00 5,175 00 19,200 O0 50,940 O0 400,000 O0 0 O0 0 O0 0 00 125,000.00 313,000-00 262,000-00 225,000.00 lSO,OOO-O0 227,000.00 THIS PERIOD 0 00 0 00 0 00 0 00 0 00 O.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL COMPLETED % TO DATE TO DATE 5,175.00 100% 19,200,00 100% 50,940.00 90% 400,000.00 100% 0.00 0% 0.00 0% 0.00 0% 0.00 0.00 125,000,00 100% 313,000.00 100% 262,000,00 100% 225,000.00 100% 150,000.00 100% 227,000.00 100% BALANCE TO FINISH 0.00 0.00 5,6~0.00 0.00 4?,300.00 16,~00.00 29,800.00 ],400.00 9,200.00 0-00 O.O0 0.00 0.00 0.00 0.00 NO. It. ls, 1~, lw. h. ly. lz. 3. 4. 5. 6. 7- 8. 9. 10. I1. 14. DESCRIPTION OF WORK QTY SCHEDL!I2M: OF COMPLE'i"ED WORK WORK COMPLETED TOTAL OMIT SCHEDULED FROM PREV. COMPLETED % BALANCE TO PRICE VALUE APPLICATION THIS PERIOD T~D DATE TO DATE FINISH TANK Erect Dome Panels Form and Pour Wall Slots Form, Reinforce and Pour Dome Ring and Dome Slots Core Wall Shotcrete Wirewinding Covercoat Strip & Remove Shorin9 & lorms Hatch, Vent & Overflow Wall Manhole Ladders & Handrails Pilasters Sub Total 36" RCCP Pipe 590 36" Butterfly Valves 3 36" Connections 3 Tank Architectural Finish 1 Modify Existing Ladder l Trench Safety 590 Site Irrigation 1 Oak Trees 17 Coral Honeysuckle 50 Bermuda Grass 45,000 Bermuda Grass Sod 2,210 Remove Trees 4 Relocate Cedar glm Trees 4 Sub Total LS 148,000.00 148,008 00 100% LS 60,800.00 60,000 O0 100% 5S 50.000-00 LS 60.000-00 LS llO.O00.O0 58 70.000.00 LS 60.000.00 LS 15.875.00 LS 7.000.00 LS 20.188.00 LS 38.000.00 0 O0 50,000 O0 60,000 O0 11,000 O0 0 O0 0 O0 10,536 25 3,500 O0 10,094 O0 0 00 2,525,838.002,130,545.25 235.00 12,880.00 EA 5,175,00 EA 60,815.00 LS 2,520.00 LS 4.60 LF 10,665.00 LS 219 O0 EA 14 40 EA 0 05 SF 2 70 SY 57 O0 EA 115 O0 EA LF 139,240.00 45,054 38,640.00 0 15,525.00 0 60,815-00 O 2,520.00 0 2,?14.00 878 10r665.00 0 3,723.00 O 720.00 O 2,250,00 0 5,967.00 0 228-00 0 460.00 O 283,467,00 O0 O0 O0 O0 19 O0 O0 O0 O0 O0 O0 O0 45,932,95 0.00 0,00 0.00 0,00 93,500.00 0,00 60,000-00 0.00 0.00 8,075.20 1,140-00 162,715.20 O.O0 O.O0 0.00 0.00 O-OO 0.00 O-O0 0-00 0.0D O-O0 0-00 0-00 0-00 O.O0 148,000,00 60,000,00 50,000,00 60,000,00 104,500.00 O.O0 60,000,00 10,636.25 3,500.00 i8,169.20 1,140.00 2,293,260.45 45,054 76 0 ~0 0 e0 0 ~0 0 e0 878 19 0 80 0 80 0 00 0 ~0 0 80 0 ~0 0 00 ~5,932.95 100% 100% 95% 0% 100% 67% 50% 90% 3% 190.91 LF 0 F,A 0 eA 0% 0% 190.91 LF 0% 0 gA 0 gA 0 8F 0 SY 0 gA 0 BA 0,00 0-00 0.00 0.00 5,500,00 ?O,O00,O0 0.00 5,238.75 3,500,00 2,018.88 36,860.08 232,577.55 94,185.24 38,640-00 I5,525.00 6~,815-00 2,520 00 ~,835 ]0,665 3,723 00 720 00 2,250 00 5,967 00 228 460 00 237,534.05 2,809,305,002,]76,478.20 162,715.20 2,339,193.40 470,111.60 00'~0~'508'~ 00'~0E'608'~ =3l]0 ,L/43MAVd :S~d SllO[83tl~ BB3'I :3DVNI~3tf ~ :3~00~ )LrIS :szap~O ef~umiD ~ adSueqD HOI~'/IfOEbIO;:) 1Daz,~o:) sr a~e~!lsB sTq,l, qeq~ AtT~,-za;:)