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WA9302-CS 960201 (2)
617 245 3279 02/01/96 08: 22 'Z~617 245 3279 NATGUN CORP, ,,_ ~] 001 UNPRECAST PRF. STRESSED PREFERREI') F.~tablishcd 1~)29 Natgun Corporation Procast Concrctc Tanks Eleven Te~l Road Wakcfield, MA 018804223 Telephone 617-2~r6-1133 Fax 617-245-3279 ***FAX TRANSMITTALe** DATE: February 01, 1996 TO: 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 FAX: 214~304-3673 TILE-: 214-304-3684 FACSIMILE DESCRIPTION I Periodic Estimate for Partial Pa~nnent Number 6 Please contact me, or Bob Barbarisi, at your earliest convenience with your approval. Marie Greelish, Project Coordinator NO, OF PAGES: q COPY TO: Gary Mendticks FAX: 214-361-0204 SOUTHWEST OFFICE: Sui,e 81 l, 8111 ~eston Ro~d, Da[IM, TX 75225-63 16, Telepho~ 214-]6~3306 MmweST OWlC~: Sui~ 2I [, 2610 Sheridan Road, Zion, IL 60099-2615, Tellhone 708-872-8806 Mm-AT~AN~c Ow~c~: Suite 100, 3650 Winding Way, Neweown Squ:~re, PA 19073, Tellhone 610-353-8315 CONTRACTOR'S PERIODIC ESTIMATE FOR PARTIAL PAYMENT E~I~TE ~ER 6~I~ER: Sbimek Jacobs & Finklea 833 Douglas Avenue, ~820 Coppell, Texas Dallas, TX 75225 CO~C~= BatOn Cu~rutto~ ~ost O~ice Box Boston, ~ 02212-~771 CO~CT ~O~: $ 2,809,305.00 ~B~E~ CO~LET~D WO~ =======:=====~ ...... == ..... ~= ............ ' ..... ~== W0~ CO~LETED T~AL ITEM UNIT SCHEDSED FROM PREV. CO~LET;D NO. BESCRIPTION OF WO~ QTV PRICE V~UE ~PLICATION THIS PERIOD .......... lb. Tempora~ Access Road LS 19,200.00 19,200.00 0.O0 19,200.00 100% O.00 lc. SIte Work (Earthwork) LS 56,600.00 50,940.00 0.0O 50,940.00 ld. Drilled Piers LS 400,000.00 480,000-00 0.0~ 400,000.00 100% 0.00 ]e. Electric & Telemetering LS 47,3C8.00 0.00 0.00 0.00 0% 47,300.00 If. Sidewalk, Splash Pad,& Fi~e LS 1~,100.00 0.00 O.00 0.00 0% 15,100.00 lg. Piping (~erflow Line & Drain Line) LS 29,800.00 0.00 0.00 0.OO 0% 29,800-00 lh. Gravel ~nderlain LS 1,400.00 0.08 0.00- 0.00 0% 1,400.00 li. Perimeter ~nderdrain LS 9,200.00 0.0O 0.00 0.00 0% 9,200.00 lj. Engineering Design Drawings, 0 00 Calculations & Job Set Up LS 125,006.00 125,000.00 0.00 125,~00.00 100% · lk. Footin9 & Floor Complete with Piping LS 313,000.00 313,000.00 0.00 313,000.00 100% 0.~0 11. Cast Wall Panels LS 262,000-0~ 13,100.00 248,900.00 262,000.00 100% 0.CO Im. Cast Dome Panels LS 225,000.00 33,750.00 191,250.00 225,000.00 100% 0.00 In. Erect Dome Shoring & Foms LS iS0,000.00 7,500.00 t42,500.00 lS0,000-OO 100% 0.00 lo. Erect Wall Panels LS 227,000.00 0.00 0.00 0.O0 0% 227,800.00 S~HEDUL~ OF COMPLETED WORK WORK COMPLETED TOTAL ITEM UNIT SCHEDULED FROM PRSV. COMPLETED % BALANCE TO NO. DESCRIPTION OF WORK ~TY PRICE VALUE APPLICATION THIS PERIOD TO DATE TO DATE FINISH TANK lp. Erect Dome Panels LS 148,000.00 0.00 59,200.00 59,200.00 4~% 88,8~0.~ iq. Form and Pour Wall Slots LS 60,000.90 0.00 O.00 0.00 lr. Form, Reinforce and Pour Dome Sing and Dome Slots kS 50,eoe.oo 0.0~ 0.00 0.00 is. Core Wall Shotcrete LS 60,000.00 0.0O 0.O0 0.0O lt. Wirewinding LS 110,000.00 0.00 O.00 0.00 lu- Covercoat LS 7Q,DOO.D0 0.00 0.00 ~.~0 lv. Strip S Remove Shoring & Forms LS 60,000.00 0.00 0.00 0.00 8% 60,900.00 lw+ Hatch, Vent & Overflow LS 15,875.00 0.00 5,238.75 5,238.?5 33% 18,536.25 lx. Wall Manhole LB 7,0~0.00 0.00 3,500.00 3,50~.0~ 50% 3/500.0~ ly. Ladders & Handrails LS 20,188.~0 0.00 8,00 ~.00 0% 20,188.00 lz. Pilasters LS 38,D00.00 0.00 0.00 9.O0 0% 38,0~0.00 Sub Total 2,525,~38,00967,665.0~ 550,588.75 1,~18,253.75 907,584.25 2. 36" RCCP Pipe 590 236.00 LF 139,240-00 45,054.76 0.00 45,054.76 190.91 LF 94,185.24 3. 36" Butterfly Valves 3 I2,880.00 EA 38,649-00 0.00 0.O0 0.00 O EA 38,640.00 4. 36" Connections 3 5,175.00 EA 15,525-00 0.00 O.O0 ~.00 0 ~A 15,525.90 5. Tank Architectural Finish 1 60,815.00 LS 60,815o09 0.00 O.00 0.90 0% 60,815.~0 ~. Modify Existing Ladder I 2,520.00 LS 2,520.00 0.00 0.00 0.00 0% 2,520.00 7. Trench Safety 590 4.60 LF 2,714.00 878.19 0.00 878.19 190.9E LF ~,835.81 8. Bite Irrigation 1 ~0~665.00 LH 10,665.00 0.00 O.0O 0.00 ~% 10,685. 9. Oak Trees ]7 219.00 EA 3,723.00 0.00 0.00 0.00 ]0. Coral Honeysuckle 50 14,40 EA 720.00 0.00 0.00 0.00 0 11. Bermuda Grass 45,000 0.05 SF 2,250.9~ 0.00 0.00 0.00 O BF 2,256. 12. Bermuda Grass Sod 2,210 2.70 SY 5,967-B0 0.00 0.00 0,O0 0 SY 5,967.00 13. Remove Trees 4 57.00 EA 228.00 0.00 0.00 0.00 0 EA 228.00 14. Relocate Cedar Elm Trees 4 ]15.00 EA 460.09 0.00 0.00 0.00 0 EA 460.00 Sub Total 283,467.0B 45,932-95 0.00 45,932.95 237,534.05 TOTAL 2,809,305.00[,013,597.95 ~50,588.75 1,6~4,]86.70 1,145,118.30