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WA9302-CS 961025 617 2~5 3279 ~ool ' '1~/25/96 16:24 ,~,f""~% 3279 NATGUN CORP. '~ UNPREC,'AST PRESTRESSED PREFERRED g~tal~li~hcd 1920 N~tgun Corporation Procast Concrete Tanks Eleven Teal Road Wakefield. MA 01880-IZ23 Telephone 617-246-I 133 Fax 617-245-3279 ***FAX TRANSMITTAL*** DATE: October 25, 1996 TO: City of Coppell 255 Parkway Blvd. Box 478 Col)pell, 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 13 Please contact me, or Bob Barbarlsi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator N0. OF PAGES: 4 COPY TO: Gary Hendricks FAX: 214-361-0204 SouT,w~s'r O~-nc~: Suite 811,8111 Preston Road. Dallas, TX 75225-6316, Telephone 214-368-3306 M~D~v!~s-r O~lc~.: Suite 2I 1, 2610 Sheridan Road. Zion. IL 60099-2615. Tclephonc 708-872-8806 Mm-A'v~^s~qc Ognc~: Suite IDO. ~650 Winding Way. Newto~vn Square. PA 19073, Telephone 610-353-8315 c~ CONTRACTOR'S PERIODIC ESTIMATE FOR PARTIAL PAYMENT ESTIMATE NUMBER 13 ENGINEER: Shlmek Jacobs S Flnklea PROJECT: 6.0 MG Water Storage Tank 833 Douglas Avenue, f820 Coppell, Texas Dallas, TX 75225 ESTIMATE CONTRACTOR: Natg~n Corporation PERIOD: FRON: October 1, 1996 Post Office Box 4771 TO: October 31, 1995 Boston, NA 02212-4771 CO~ TER]~S: /OtOLINT: $ 2#809,305.06 SCHBDeJLE OF CO)ePLKT/~D WORK WORK C0~LETED TOTAL ITEN I~NIT SCHEELILED FROM PREV. CONPLETED % B~Jd~CE NO. DESCRIPTION 0F WORK ~TY PRICE VALUE lPPLICATION THIS PERIOD TO DATE ?O DATE FINISH ............................................... . .......................................... In. Erosion ~ Sedimentation Control LS 5,175.00 5,175,00 0.00 5,175.00 100t 0.00 Ib. Temporary Access Road LS 19,200.00 19,200.00 O.00 19,200.00 100% 0.00 lc. Site Work (Earthw0rk} LS 55,600.00 56,600.00 0.00 56,500.00 100t 0.00 ld. Drilled Piers LS 400,000.00 400,000.00 0.O0 400,000.00 lO0t 0.00 le. Electric & felemetezin~ LS 47,300.00 47,300.00 0.00 47,300.00 100t 0.00 lf. Sidewalk, Splash Pad,& Flume LS 16,100.00 4,025.00 12,0~5.00 16,100.00 100% 0.~ l~. Piping lOverflow Line & Drain Line) LS 29,800.00 29,800.00 0.00 29,800.00 100% 0, lh. Gravel Underlain LS 1,400.00 ],400.00 0.00 1,400.00 100% It. Perimeter Underdrain LS 9,200.00 9,200.00 0-00 9,200.00 100% 0.00 lj. Emgineering Design Drawings, Calculations & Job Set Up LS 125,000.00 125,000.00 0.00 125,000.00 100t 0.00 lk. Footing & Floor Complete with Piping LS 3]3,000.00 313,000.00 0.00 3~3,000.00 100% 0.00 11. Cast Wall Panels LS 252,000.00 262,000.00 0.00 262,000.00 100% O.O0 Ira. Cast Dome Panels LS 225,000.00 225,000.00 O.00 225,000.00 ]00t 0.00 In. Erect Dome Shoring & Forms LS 150,000.00 150,000.00 0.00 150,000.00 100% 0.00 ]o. Erect WalI Panels LS 227,000.00 227,000.00 0.00 227,000.00 100t 0.00 SCHEDULE OF COMPLETED WORK WORX COMPLETED TOTAL ITEM ~T SCH[D~ FROM PREV. CO~LET~ % B~A~CE TO NO. DESC~I~ION OF WO~ GTY PRIC~ V~[ aPPLICATION T~IS PERIOD TO DATE ~ ~A~ FINIS~ lp. Ere~ D~e Ps~els LS 148,009.00 I~8,eO0.00 9.90 148,000.00 100% lq. For~ add Pour Wail Slots LS 60,000,O0 60,909,00 0.O0 ~0,0~8.90 1O0% lr. Fom, Retn~orce a~d Pour Do~e 0.00 Ring and Dome Slots ~S 50,900.00 50,000.00 0.00 59,000.00 100% Zs. Core Wall Shotcrete LS 60,0~0.~0 50,00~.00 0,O0 68,000.0~ 100t 0.0O lt. Wirewi~dlnq ~ 110,000.00 110,000.00 ~.00 ll0,0O0-O0 100% 0.00 lu. Covercoat LS 70,000.00 70,000.00 0.00 ?O.000.00 100% 0.00 Iv. Strip & Romove Shoring i Fols LS 60,000.00 50,00O.0D 0.00 5e,O00.O0 10Ot 0,00 Zw. Natch, Vent & ~erflow LS 15~875.00 15,875.00 0.00 ~5.875.00 1001 O.00 Ix. Wall Manhole LS 7,000.00 7,00~.00 0.00 7,000.00 100t . ly. Ladders & Ban~atls ~ 20,188.00 20,~88 00 0.00 20,188.00 100% 0.O0 lz. Pilasters ~S 38,0~0.00 38,000.00 O.00 38.000.00 100t O.00 S~Total 2,525,838.002,513,763-08 12,075.00 2,525,838.00 0.00 2. 36" RCC~ Pipe 590 236.00 LF 139,240.00 139,240.00 0,00 139,240,00 590 LF 0.0D 3. 35" Butterfly Valves 3 12,880.00 EA 38,540.~0 38,640.00 0.00 38,640.08 3 EA O.O0 ~. 35" Connections 3 5~175.00 ~ 15,525.00 15,525.00 0.O0 15,525.~0 3 EA 0.~~ 5. Tank ~chitectural Finish I 60,815.00 ~ 60,815-00 6D,815.00 0.0O 60~815.00 100~ 0. 6, Modify Existing Ladder I 2,520.00 LS 2,520,00 2,520.00 0.O0 2,520.00 100% ?. Trench Safe~y 590 4.60 L[ 2,7]4.00 2,7~4.0D 0,00 2,714.00 590 L? O.Ou B. Site Xrrjgation I A0,665.00 LS ~0,665.00 533.25 ]0,]3A.75 ~0,665.00 100% 0.00 9. Oak Trees ~7 219.0D ~A 3,723.00 O.O0 3,723.00 3,723.00 17 }0 Cora~ HoneysuckAe 50 1~.40 EA 720.00 0.0O 720.00 720.00 50 ~ 0.OO ]~ 8emu~ Grass 45,000 0.05 SF 2,250.D0 0.00 2,250.00 2,250.00 45,000 SF 0.00 12. Be~uda Grass Sod 2,210 2.70 SY 5,957.00 0,00 5,967.00 5,967.00 2,210 BY O.O0 13. Remove Trees 4 57.00 ~A 228.00 0.00 228.00 228.00 ~ ~ 0.00 I4, Relocate Cedar Xlm Trees 4 115.00 gA 460,00 0.00 460.00 460,00 4 EA 0.06 Sub Total 283,467.00 259,987.25 23,479.75 283,46?-00 O.00 TOTAL ORIGINAL CONTRACT 2,809,305.002,773,~'50.25 35,554.75 2,809,305.00 CH.ZI3GE ORDERB NO I 2,843.40 0.00 2,843.40 2,843.40 1001~ O.00 TOfAL C!~LRGE ORDERS 2,843.40 O, 0 O 2, S 43.4 O2,843.40 ..... ................................. .................. ~ OrGl~ CO~CT S~: 2,809,305.00 We C~I~y f~t ~ls Estate Is Co~e~ Her C~Rge ~ Ch~ge ~ers: 2,843.40 ~ CO~O~flON CO~Cf ~ ~ DATE: 2,812,I48.{0 ' ~ C~D ~ DA~: 2,812,148.40 ~ ]~ ~I~: 28,121.48 ~ BY: ............ ~ ............ ~ We ~ave C~ec~ T~s Est~ts ~ Approve pa~nt ~S6 P~X~S ~A~S: 2,68~,588.2] ~ ~ PA~ D~= 96,438.71 Z BY: ~CE ~ FINISH ]N~ING ~TAINA~: 28,121.48