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WA9302-CS 961001 -~1~245 3279 -- ~ ~ 001 10/01/96 12:50 ~6~ 3279 NATGUN CORP. PRECAST FRESTRESSEL') PR ~ZFERRED Natgun Corl~oration Precast Concrete Tank,¢ F. Ieven Teal Road W.kefictd, MA 01880-1223 Telephone 617 -246-1133 Fax 617-245-3279 ***FAX TRANSMITTAL*** DATE: October 01, 1996 TO: City of Coppall 255 Parkway Blvd. Box 478 Coppall, 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 DESCRIPTIOM 1 Periodic Estimate for Partial Payment Number 13 Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator NO. OF PAGES: 4 COPY TO: Gary HandrAcks FAX: 214-361-0204 SOUTHWEST OFFICE: Suite 811, 8111 Preston Road, Dallas. TX 75225-6316, Telephone 214-368-3-306 MIDWEST OFFICE: Suite 211, 2610 Shm'idan Road, Zion, IL 60C]99-2615, Telephone 708-872-8806 MID-ATLAr, rnC OFI=ICE: S,.,irc I00, 3650 Winding Way, Newtown Square, PA 19073. Telephone 61(3-353-8315 CONTRACTOR'S PERIODIC ESTIMATE FOR PARTIAL PAYMENT ESTIMATE NUMBER 13 ENGINES: Shlm~ Jacobs & Yi~lea P~CT: ~.0 MG Water Storage Tank 833 Dou91as Avenue, 1820 Coppell, Texas Dallas, TX 75225 '~ BSTI~ ~ CONCUR: Nat~~ratlon ~OD: FS~: Sept~er 1, 1996 Post Office Box 4771 ~: 5ept~ar 30, 1995 ' Boston, ~ D2212-477~ C~ ~ ~: $ 2,809,305-00 ~ ~~ OF C~WED WO~ ....... ======_ ..... ~ ..... Z .... = ................... - ........... = ............. == ........ ==== .............. = ..... ' ............... T~ ~ WORK CO~LETED ~ CONPLiED ~ B~CE TO ~ ~IT SCHED~ED FRON P~V. ~ ITE~ TO DA~ ~ DATE FINISH Z NO. DESCRIPTION OF ~ ~ PRICE V~UE APPLI~TION THIS PERIOD lb, Tempora~ Access Road LS 19 200.00 19,200.00 0 00 19,20D D0 100t 0.D0 lc. Si~e Work (Eaz~hwork) LS 56,600.00 55,600.00 0 D0 56,500 00 10Dr ld. Drilled PieEs LS 400,000.00 40O,O00.00 O 00 400,000 D0 100t 0.00 le. Electric ~ Tel~e~erln~ LS 47,300,00 47,300.00 O 00 4?,300 O0 100t ~ lf. Sidewalk, Splash Pad,& Fl~e LS 15 10O.0O 4~D25.00 12,075 00 16,100 00 100~ O.O0 O0 IO0t 0.00 ~.: 19. Plpin~ (OveE~l~Llne & Draln Line) L5 29 800.00 29,800.00 0 00 29,800 ~ . LS I 400.00 1,400.00 O 00 1,400 D0 1O0t 0.00 ~ lh. Gravel Underlain 1~. Perimeter Under~ain L5 9 200.09 9,200.00 0 00 9,200.00 100t c lJ. Engineerinq Design Drawlnqs, ~ ~ Calculations ~ Job Set Up LS 125,000.00 125,000.~0 0.00 125~900.D0 100% ~ lk. Footing ~ Floor Complete with Ptpin~ LS 313,000.00 313,000.00 0.00 313,000.00 100% ~ L5 262,000.00 262,000.00 0.00 262~000.00 100~ O.00 ~ 11. Cast Wall P~nels 100% 0.0O ~. Cast Dome P~ne]s LS 225,000.00 225,000.00 0.00 225,000.00 In. Erect Dome 5horlng ~ Forms LS 150,000.00 150,000.00 0.00 ~50,000.00 100% 0.08 lo~ Erect Wall Panels LS 227,000.~0 227,000.00 0.00 227,000.00 100% 0.0O SCHEDULE OF COMPLETED WORK ITEM UNIT SCHBO~ED FROM P~V, COMPLETED & BA~CE NO DESCRIFTION OF WO~ Q~ P~]CB V~UE APPLICATION T~IS P~R~OD TO DATE ~ ;~T~ ~p. ~rect Dome Panels LS ~48,0~9.0e A48,0e0.00 ~.~O ~48,eoo.oe ~0% lq. Fom and Pour Wall 51o~s LS 60,~O0.0O ~O,0O0.00 0.0O 60,00~.00 ]OO~ O-~ It. Fom, Reinforce and Pour Dome ~tn~ anU Dome SloPe LS 50,000.0O S0,000.00 0.00 50,000.00 1001 0.~ ) Is. Core Wall Sho~cre~e LS 60,000.00 60,000.00 0.00 60,000.00 100% 0.0~ It. W~rsw~ndlng LS 110,000.00 110,000.00 0.00 110,0~0.00 100% 0.00 lu. Covercoat LS ~0,000.00 70,800.00 0.00 ~0,000.00 10~% lv. Strip & Remove Shoring & Fo~s ~ 50,000.00 60,000.00 0.00 60,000.00 100% 0.0O lw. Match~ Vent i Overflo~ LS 15,875.00 J5,875.00 0.00 15,875 00 100% O.00 Ix. Wall Manhole LS 7,000.00 ~,000.00 0.00 7:000.00 100% O.00 ly. ~adders & H~ndralls LS 20,188.00 20,188.00 0.00 20,188.00 100% 0.00 LS 38,000.00 38,000.00 0.00 38,000.00 I00% 0.00 ]z. PlJasCers ............................ ........... 2,525,838.002,513,753 D0 12,075.00 2,525,838.00 O.O0 Sub To~al 2. 36" RCCP P~pe 590 236.00 ~F ~39,240.00 139,240.00 0 00 139,240.00 590 LF 0.00 3. 36" Butterfly Valves 3 12,880.00 ga 38,640.00 38,640.00 0 00 38,640.00 3 EA 0.00 4 36" Connections 3 5,175.00 Ea 15,525.00 ]5,525.00 0 00 15,525.00 3 ;A 0.00 5 Tank Architectural Finish ~ ~0,815.00 LS 50,815-00 60,815.00 0 00 60,815.~0 100% 0.00 6 HodiJy Existing Ladder I 2,520.00 ~S 2,520.00 2,520.00 0 00 2,520.D0 100% 0.00 7 Trench Safety 590 4.60 ~F 2~714.00 2,714.00 0 00 2,714.00 590 ~F 0.00 8 Site Irrigation I 10,565.00 bS 10,665.00 533.25 10,131 75 10,665.00 100% 0.00 9 Oak Trees 17 219.00 EA 3,723.00 0.00 3,723 00 3,723.00 17 BA 0.~n 10. Coral Honeysuckle 50 14.40 EA 720.00 0.O0 720.00 ?20.00 50 =Z- Bemuda Grass 45,000 0.05 SF 2,250.00 0.00 2,250.00 2,250.00 45,000 SF 12 Bermuda Grass Sod 2,2]0 2.70 SY 5,957.00 0.00 5,967.00 5,957.00 2,210 SY 0.0~ . 0.00 13- Remove Trees 4 57.00 EA 228.00 0.00 228.00 228.00 4 14. Relocate C~ar Elm Trees 4 115.00 EA 460.00 0.00 460.00 460.00 4 gA 0.00 Sub Total 283,467-00 259,987.25 23:479.75 283,467.00 0.00 TOTAL ORIGINAL CONTRACT 2,809,305.002,773,'/50.25 35,554.75 2,809,305-00 a. VO C~Gg O~g~S ~O I 2,843.40 0.0~ 2,~43.40 2,B43.4~ T~ ~GE O~ER$ 2 ,e43.40 O. O0 2,843.40 2,843.40 O .OO · 0~ CO~C~ 2,B32,148,402,~3,~50.25 38,398.15 2,812,148.40 ~ We Ce~ify ~et ~ie Estate le Co~ct ORZG~ C~ S~: 2,909,305.0~ ~ CO~ZOR Ne~ ChaRge ~ Cba~ O;ders: ~ CO~ ~ ~ D~: 2~812,148.40 ~ ~: 3t ~&I~GE: 0.00 ~ ~ ~ ~SS ~~;: 2,812,148.40 ~ We ~ve ~ck~ ~hle Earlere i ~p=~ Pa~t .... ~55 p~S PA~: 2,687,588.21 ~ - ~ ~X~ ~: 124,560.19 ~g ~ YINIS~ ~NG ~~: 0.O0