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WA9302-CS 970929 617 245 P~HCA~T FR P;STR ESS PREFERRED E:,tnbli~hud I Natgun Corporation Precas~ Concrete Tank~ Eleven Teal Road W~k~r~ld. MA 01880-1223 Telephone 617-246-1 I33 Fax 617-245-3279 ***FAX TRANSMITTAL*** DATE: September 29, 1997 City of Coppell 255 Parkway Blvd. Box 478 Coppell, TX 75019-4409 ATTN: Mr. Larry Davis, Construction Supervisor RE: 6.0 MG Water Storage Tank Coppell, Texas 7 -s04-36v3 TELE.: 4M~-304-3684 FACSIMILE DE$CRIP~:ION 1 Periodic Estimate for Partial Payment Number 15 Final Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. 'le/ Marie Greelish, Project Coordina'~ot NO. OF PAGES: 4 COPY TO: Gary Hendrlcks FAX: 214-361-0204 SOt}THWES, T OFt"ICP.: Suitc 811, 81 ] I Feeston Road, Dallas, TX 75225-6316, Tclcphone 214-368-3306 708-872-8806 Nq. IDWEST (._~FI:ICE: Suke 211, 2610 Sheridan Road, Zion, IL 60099-2615, Telephone M~D--,'~-'rt^NT:C Oe'~tCg: Suite I00, '3650 Winding Way, Newtown Squarc, PA 10073, Telephone 6 - CONTRACTOR'S PERIODIC ESTINATE FOR PARTIAL PAYMENT ESTINATE NIPPER 15 - FINAL. ENGINEER: Shimek Jacobs & Finklea PROJECT: 6.0 MG Water Storage Tank 833 Douglas Avenue, #820 Coppoll, Texas · Dallas, TX 75225 '~ ESTIMATE ~ C0NTRACTOR: Natgun Corporation PERIOD: FROM: [ebruar~ 1, 1997 ~ Post Office Box 4771 TO: September 30, 1997 Soston, MA 02212-4771 CONTRACT ( AMOUNt: $ 2,809,305.00 TERMS: SC~E OF COMPLE~D WORK D WORK COMPLETED TOTAL ~ UNIT SCHEDULED FROM PREV, COHPLETED ~ ITEM F~N~SH ~ ~ NO. DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION THIS PERIOD TO DATE TO DATE ~ ............................... ~ la. Erosion & Sedimentation Control LS 5,175.00 5 175.60 O.00 5,175.00 100% 0 00 ~ ]b. Temporary Access Road LS 19,20~.00 19,200.00 0.00 19,2~0.0~ 100~ ~ lc. Site Work (Earthwork) LS 56,600.00 56,600.00 9.O0 56,600,00 100% 0.00 ~ ld. Drilled PIers LS 460,000.00 408,000.00 O.OO 400,060.80 100% 0,00 ~ le Electric & Telemeterin~ LS 47,306.00 47,300.00 0.00 47,300.9~ 100% O.0~ G ~ If) Sidewalk, Splash Pad,& Flume LS 16,100.00 16,100.0~ ~.00 16,100.00 100% 0.00 ~ ]g Piping (Overflow LAne & Drain Line) LS 29,890.00 29,8~6.80 e.oe 29,800.e0 100% ~ lhi Gravel Underlain LS 1,4e0.OO 1,400.90 0.00 1,408.~0 100% 0.00 ~ li. Perimeter Underdrain LS 9,200.00 9,200.00 0.O0 9,200.00 100% O.OO " lj. Engineerin9 Design Drawings,  Calculations & Job So= Up LS 125,000.00 125,000.00 0.GO 125,000.00 100% ~ lk. Footing & Floor Complete with Piping LS 313,000.00 313,080.00 0.00 313,000.00 ]00% 0.00 ~ 11. Cast Wall Panels LS 262,000.00 252,000.0~ D.OO 262,000.00 100% O.00 ~ ~m. Cast Dome PaGeIs LS 225,0~0.00 225,000.00 ~.00 225,0~0.~0 108% 0.O0 ln. Erect Dome Shoring & Forms LS 150,000.00 150,000.00 0.00 150,0~.08 100% O.D0 lo. Erect Wall Panels LS 227,000.00 227,000.00 0.90 227,00~.00 100% 0.00 SCHEDULE OF COMPLETED WORK WORK COMPLETED TOTAL ITEM IF~IT SCHED~_a~D FROM PREV. COMPLETED % BALANCE NO. DESCRIPTION OF WORK QTY PRICE VALUE APPLICATION ~'~{IS PERIOD TO DATE TO DATE TANK lp. Erect Dome Panels L8 i48,000.00 148,000.00 0.00 148,000.00 180% lq. Form and Pour Wall Slots L8 60,000.00 60,000.00 0.00 60,000.00 100% lr. Form, Reinforce and Pour Dome Rlng and Dome Slots LS 50.000 0O 50.000.00 0.00 50,000.00 100% O.00 ls. Core Wall Shotcrete LS 60.000 00 60.000.00 0.00 60,O00-00 100% 0.00 It Wirewinding LS 110 00000 llO.00O.00 O.DO i10,O00.00 100% 0.00 · LS 70 000 O0 70.000.00 O.O0 70,000.00 1~0% 0.00 lu. Covercoat lv. Strip a Remove Shoring & Fonus LB 60,000 O0 601900.00 0.00 60,000.00 100% 0.0O lw. Hatch, Vent G Overflow LS 15,875 O0 15,875.00 0.00 15,875.00 I00% 0.0O . lx. Wall Manhole LS 7 000 O0 7 000.00 0.00 7,000.00 100% 0 00 LS 20 i88 O0 20 188.00 0.00 20,188.00 100% 0.00 Iy. Ladders & Bandrails lz. Pilasters LS 38 000.00 38 000.00 0.00 38,000.00 100% 0.08 ........... Sub Total 2,525,838.002,525,838.00 0.00 2,525,838.00 0.00 . 2 36" RCCP Pipe 590 236.00 LF 139,240.0~ ~39,240.00 0.00 139,240.00 590 LF 0 00 3 36" Butterfly Valves 3 12,880.00 EA 38,640.00 38,640.00 0.00 38,640.00 3 EA 0.00 3 ~A 0.00 4 36" Connections 3 5,175.00 ER 15,525.00 15,525.00 0.00 15,525.00 . , 5 Tank Architectural Finlsb I 60,815 00 LS 60,815.00 60,815.00 0.00 60 815.00 180% 0.00 6 Modif~ Existing Ladder i 2,520.00 LS 2,520.00 2,520.00 0.00 2,520.00 100% 0.00 7 Trench Safety 590 4 60 LF 2,714.00 2,~14.00 0.O0 2,714.00 590 LF 0.00 ' 0.00 8 Site Irrfgation i 10,665.00 LS 10,665.00 10,665.00 0.00 10,665.00 100% 9. Oak Trees 17 219.00 EA 3,723.00 3,723.00 0 00 3,723.00 17 EA 0.00 10. Coral Honeysuckle 50 1~.40 EA ~20.00 720.00 0 00 ?20.00 50 EA 0.00 SF 0 00 II. Bermuda Grass 45,000 0.05 SF 2,250.00 O.O0 2,250 00 2,250.00 45,000 · 12. Bermuda Grass Sod 2,210 2.10 BY 5,967.06 5,957.00 0 00 5,967.00 2,~1~ 5~ 0.00 13. Remove Trees 4 57.00 EA 228.00 228.00 0 00 228.0~ 4 EA 0.00 1¢. Relocate Cedar Elm Trees 4 115.00 EA 460.00 460.00 0 00 460.00 4 EA 283,467.00 281,217 00 2,25~.00 283,467.00 0.00 Sub Total ' TOTAL ORIGINAL CONTRACT 2,80g, 305. 002,80 '~, 055.00 2,250.00 2,809,305.00 0.00 CHANGE ORDERS NO I 2,843.40 2,843.40 {3.00 2,843.40 100% 0.00 TOTAL CHANGE ORDERS, 2,843.40 2,843.40 0.00 2,843.40 (3.00 ~ TOTAL CONTRACT 2,812,148 . 402,8(39,898.40 2,250.00 2 , 812 , 148.40 0.0O { Ne Certify T~at This Estimate IS Correct ORIGINAL COWT~ACT 8U!{: 2,809,365.00 NAT6a~I COLORATION Net Change by Chaage Orders: 2,843.40 c~ CONTRACT SU~ TO DATB: 2,812,148.40 O ~)T..a~ COMPF2TED TO DATE: 2,812,148.40 ~ BY: RETAINAGE: 0,00 L~ TOTAL EARNED LH.qS R~TAINArag: 2,812,I48.40 ~ We liave Checked This Estimate & Approve Payment T-~-5S PRHVIOUS PAYMENT8: 2,795,848.91 ~Z ............ ~ CURRENT PAYMINT DUE: 16,299.49 re BY: = ===m 2===== = u~ BRJaANCE TO FINISH INCLUDING RETAINAGE: 0.00