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WA9302-CS 960705
617 245 3279 13:52 *~61,.7, 2~,~ 3279 NATGUN CORP. __ ~ ~001 /05/96 PRE(ZAST PRESTRESSEI) PREFERREI.) Natgun Corporation Peecast Concrctc Tanks Eleven Teal Road Wakefield, MA 01880-1223 Tel~phnne 617-246-1133 Fax 617-245-3279 ***FAX TRANMMITTAL*** DATE: July 05, 1996 City of Coppei1 255 Parkway Blvd. Box 478 Coppell, TX 75019-4409 Mr. Larry Davis, Construction Supervisor 6.0 MG Water Storage Tank Coppell, Texas 'F/hi: 214-304-3673 'F~LE.: 214-304"3684 FACSIMILE DESCRIPTION I Periodic Estimate for Partial Payment Number 11 Please contact me, or Bob Barbarisi, at your earliest convenience =gith your approval. Marie Greelish, Project Coordinator '~0. OF PAGES: 5 <ZOPY TO: Gary Hendricks FAX: 214-361-0204 SOUTHWEST OFFICE: Suitc 81 I, 8111 Prcs~on Road, Dallas, TX 7522545316, Telephon= 214-568-3306 MIDWRST OFSlC{: SuiEe 211, 2610 S[]~ridan Ro~,d, ZiOfi, IL 60099-2615, Telephone 708-872-8806 M~ATL^NTmC O~FXCH: Suite 100, 3650 ~nding ~/ay, Newtown Square, PA 19073, Talephone 610-353-8315 CONTRACTOR'S PERIODIC ESTIMAT FOR PARTIAL PAYMENT ESTIMATE NUMBER 11 ENGI~ER: Sh~k Jaco~ ~ Fl~lea P~J~T~ 6.0 MG Water Storage 833 Douglas Avenue, Dallas, TX ~TI~TE CO~~ ~t~n Corporation PERIOD: F~: J~ne 1, ~ Bo~ton, CO~CT { TE~S: ~{: $ 2,809,305.00 SC~r~-DULE OF CO~],.MTEDWORK WORK COMPLETED TOTAL ITEM UNIT SCHED~D FROM PREV. COMPLETED % BALANCE NO. DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION THIS PERIOD TO DATE TO DATE FINISH ..................................................................................... la. Erosion & Sedimentation Control LS 5,175.00 5,175.00 0.00 5,1~B,O0 100% 0.00 lb. Temporary Access Road LS 19,200.00 19,2~0.00 0.0O 19,2e0.OO 109% 0.00 Ic. Site Work [Earthwork) LS 56,600,00 56,609.00 O.O0 56,~00.00 100% ld. Drilled Piers LS 400,000.00 400,000.00 0.00 400,000.00 100% 0.00 le. Electric & TelemeterinQ LB 47,308.00 23,650.00 23,650.00 47,300.00 100% 0.00 lf. Sidewalk, Splash Pad,& [l~e LS 16,100.00 4,025.00 ~.OO 4,025.00 25% 12,075.00 1~. Piping [OverfI~ LAne & Drain Line) LS 29,800.~0 29,808.00 0.00 29,800.00 100% lh. Gravel Underlain L5 1,4OO-00 lr4OO.00 0.00 ~,400.00 108% 0.O0 li. Per{meter UndeMrain LS 9,200.00 9,200.00 0.00 9,200.00 100% 0.~0 iJ. EnQineerinQ DesiQn Drawings, Calculations & Job Set Up LS 125,000.00 ]25,00D.00 0.00 125,000.00 100% lk. Footing & Floor Complete with Piping LS 3~3,000.00 3L3,OOQ.0O 0.O0 313,000.0D 1DO% 0.00 11. Cast Wall Panels LS 262,000.00 262,00~.00 ~.00 262,000.00 100% lm. Cast Dome Panels LS 225,000.00 225,000.00 0.00 225,000.00 10~% 0.00 ln. Erect D~e Shoring & Forms LS 150,000.00 150,000.00 0.00 150,000.00 100% 0.00 lo. Erect Wall Panels LS 227,00D.00 227,000.00 O.0O 227,000.00 100% SCHEDULE OF COMPLETED WORK WORK COMPLETED TOTAL ITE~ UNIT SCHEDULED FRON PREV. COMPLETED % BAIJ~NCE NO. DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION THIS PERIOD TO DATE TO DATE FINISH .......................................................................................... TANK lp. Erect Dome Panels LS 168,000.00' 148,000.00 0.0D 148,D00.0D I00% 0.00 lq. Form and Pour ~all Slots L~ 80,000.00 60,000.00 0.00 60,000.00 100% 0,00 If. Form, Reinforce and Pour Done 0.00 Ring and Dome Slots LS ~0,000.D0 50,000.00 0.00 50,000.00 100% 0.00 1s. Core Wall Shotcrete LS 60,000.00 60,000.00 0.00 50,OOD.00 200% 0.0D It. WirewindXn~ LB flU,000.00 110,000.00 0.D0 llO,00D.0O 100{ 0.DO lu. Covercoat LS VO~0O0.00 70,000.00 0.00 V0,O00.00 100~ 0.00 lv. Strip & Remov~ Shorin~ & Forms LS 6D,0~0.00 60,000.00 0-0O 60,000.00 100% D.00 lw. Hatch, Vent & Overflow LS 15,875.00 15,875.~0 0.O0 15,87B.GO 100% Ix. ~811 ~anhole LS 7,~00.00 7,000.0D 0.00 ?,DO0.O0 100% 0.00 lyo Ladders S H~ndrails LS 20,188.00 19,17B.~0 60~.~ 19,78~,24 98% 403.76 lz. Pilasters LS 38,000.00 38,000.00 0.00 3B~0O0.D0 100% 0.00 Sub To~al 2,525,838.002,489,103-60 24,2~5,64 2,513,3~9.24 12,478.76 2 36" RCCP Pipe 590 23~.00 LF [3~,240.00 13~,2~0.00 D.U0 139,2{0.D0 ~90 LF 0.00 3 36" Butterfly Valves 3 I2,880.00 EA 38,640.00 38,640.00 0-00 38,640.90 3 EA 0.00 4 36" Connectiuns 3 ~,175.00 EA 1~,~2).00 15,52~.00 0.00 15~525.~0 3 EA 0.00 5 Tank Architectural Finish 1 60,815~00 LS 6~,815. D0 40,137.90 0.00 ~0,137.90 65% 20,677.10 6 Nodify Ex£sting Ladder I 2,~20.00 LS 2,~20.00 2,~20.0D 0.CO 2,520.00 100% 7 Trench Safety B~D 4.~0 LF 2,714,00 2,714.00 0.~0 2,71{.00 590 LF 0¢00 8 Site Irrigation 1 10,665.00 LS 10,665.00 533.25 0.0O 533.2~ 5% 10,131.7~ 9 Oak Trees 1V 219.05 EA 3,723.~0 ~.00 0.00 0.00 0 EA 3~723.00 10. Coral Honeysuckle 50 14.40 EA 720.00 0.00 0.00 0.00 0 EA 720.0D 1i. Bentuda Grass 45,000 0.05 SF 2,250.00 0.00 0.00 0.00 0 SF 2/250.00 Z2. Bermud~ Grass Sod 2,210 2.70 SY 5,967.00 0.00 0.GO O.00 0 SY 5,~67.00 13. Remove Trees 4 57,00 EA 228.00 0. OO 0.00 0.00 0 EA 228.00 14. Relocate Cedar Elm Trees 4 115.0~ BA 460,00 0.00 0.00 0.00 0 EA 460.00 Sub Total 283,46?.00 239,310.15 0.00 239,31~.15 44,156.85 TOTAL 0RIGINAL CONRIACT 2,8e9,305.002,728,413.75 24,255.64 2,752,669.39 55,635.61 CHANGE ORDERS TOTAL CHANGE. ODERS 0.00 0.00 0- 00 0.00 O. 00 TOTAL CONTRACT 2,809,30J.002,728,413.75 24,255.64 2,752,669.39 55,635.5~ ~ We Certify That This Estimate Xs Corrsct O8IGXE CO~CT SI[N: 2,809,3~5. U0 { Net Change ~ ~ange O~ers; 0.00 CO~ S{~ NTE; 2,809,3~5.0D ~ ~- ~ 3% ~TAI~GE: 82,580.08 We Have Checked This Estimate & Approve Pa~ent T~ E{D LESS ~TAINAGE: 2,670,089.31 LESS P~VY~ 8I~XNGSr 2,646,561.34 BY: C~ PA{ O~: 23,527.97 ~CE ~ FINISH INCL~ING ~TAI~GE: A39,235.69