Document gDqr6wbaM0DYOaMM5g6yBnd69

AC. ces) O Vi nk) S% AKJ Ni A La^W)rtw Pl JcwifetolcL AGREEMENT between^ TEXACO Inc. MISCELLANEOUS WORK AGREEMENT (Agreement With Independent Contractor) Agreement No. PAP-MW-8353 June 1 __; io 79 COASTAL INDUSTRIAL CONSTRUCTORS, INC. (a Corporation, (hereinafter called "Contractor"), and TEXACO Inc. (hereinafter called "Company"). 77.6.4.0 Description Contractor shall perform the following work (hereinafter called "said work") for Company of Work at port Arthur, Texas, Plant. Install fuel oil conversion facilities for Boilers #1 through #9 at No. 2 Power Station, as outlined and in accordance with Exhibit "B" - Work Specifications, attached hereto. *1 Extea *2. Extfa #3 'tKim #4* c^-21-iq ii -i -iq H- S-71 4 no, 546.40 16, m.oo 52, 4lO.o #1 6X.T*-* & 8 ftLTftA* 1 Agreement Price Company shall pay Contractor for said work as follows: A total price of TWO MILLION SEVEN HUNDRED EIGHTEEN THOUSAND SIX HUNDRED AND NO/100 ($2,718,600.00) DOLLARS with 90% monthly progress payments. Period of Contractor shall begin said work on the__ 4th..... day of-- Performance Jung--:------ ------, 197JL_, : and fully complete the same on or before July 31......... 19__8Q_, unless otherwise /) agreed to in writing by the parties hereto, tl Other Terms This agreement and the attached exhibits contain all the terms and conditions agreed upon f i anil by the parties hereto with respect to the work to be performed hereunder and on all mat- |: Provisions ters which in any way may affect said work, and no other agreements, oral or otherwise, i, regarding the subject matter of this contract shall be deemed to exist or to bind either of j' the parties. Exhibit "A" Additional Provisions of Agreement, Pages 1-6 % Exhibit "B" Work Specifications -- Pages 1-11 Exhibit "C" List of Drawings and Sketches -- Pages 1-6 Exhibit "D" Nondiscrimination Clauses - Pages 1-2 Executed in Port Arthur, Texas,___ on the date first hereinabove written. (' >NTRACTOR COASTAL INDUSTRIAL CONSTRUCTORS. J|^ACO Inc. tu A. E. REAUD Bv J- M. SEAMANS PRESIDENT (Title) VICE PRESIDENT Richard Anderson. Jr. witness or Seal ' _ Blanche G. Fraser witness or Seal TEXACO INC. APPROVALS Terms and Desc'p't'n: (Title) Form: fT5lYpeiit.fi' trfduplicate originals) ` Charge Estimate 6875-B (Estimate or Job Order) Render invoice in triplicate (showing Agreement number) to: Mr. G. E. Babbitt, c/o TEXACO Inc. P. O. Box 712, Port Arthur, Texas 77640 No. copies distributed. By---------------------------Date________________ WLS-glt CTS BICK000005814 ;g.e.ajvstP^f|p,::-e *. ' 2- - .6 Slab on fill along with ' a. 4 supports for strainers SI, S1A, S2 and S2A, b. 2 leveling'plates, ,c. 2 slide plates, d. 1 stair pad, all poured integrally with or grouted to slab, as shown and detailed on Drawings Y-92477 and Y-92480 through ' Y-92483. . 7. 5 web wall pipe supports: 2 @ 171 and 3 @ 121 long, as shown on . Drawings Y-92477 and Y-92480. 8 Miscellaneous platform, ladder, and stair pads as shown and detailed on Drawings Y-92478 and Y-90670. 9. Pipe supports SPS-1 through SPS-11 as shown and detailed on Drawings Y-90670 and Y-92480. 10. Remove existing paving and foundations down to elevation 2.5*at Boilers #6 and #7 as shown on Drawings Y-92456 and Y-92457. Tie new rebar to existing dowels, form, clean surfaces, apply Ceilcote #348 bonding -agent and pour new induced fan and forced draft fan foundations. . 11. Roughen concrete surface, provide cinch anchors, reinforcing steel as required, form,, clean, .bond and pour foundations for cooling air blowers and column footings as shown on Drawing Y-92807. II. UNDERGROUND DRAIN PIPING ' Furnish and install 4" and 6" extra heavy cast iron soil pipe, fittings and drains in, under and adjacent to ..proposed slab .in accordance with requirements of GEMS J-52A, and as shown and noted on Drawing Y-92817. Tie system into existing 65" X 40", 10 gage Armco pipe arch as shown. Pour 6" X 4" thick concrete apron around single drain adjacent to slab as shown. III. STRUCTURAL STEEL A. Remove and junk three existing hairpin pipe supports south'of Tank #8874 as shown and noted on Drawing Y-92471. Support piping temporarily before removal, then permanently after erection of new steel supports R (see below). Remove and junk condemned steel ladder inside stacks . #1 thru 4 and #6 thru 8. , . B. Furnish, fabricate, galvanize, cut and fit if required and/or erect structural steel in accordance with governing GEMS, and per notes, locations-, elevations and details shown on the following drawings: Y-92468 & Y-92469 Y-924 70 thru Y-*9247'6 Y-92811 thru Y-92814 Y-90671 & Y-92804 Y-92815 Y-92805 & Y-92806 Y-92458 thru Y-92467 Y-92808 & Y-92809 Y-92810 }Y-93211 thru Y-93237 Y-93439 thru Y-93441 Y-93238 thru Y-93240 Y-93437 & Y-93438 Y-93442 thru Y-93445 Key Plans Pipe 'Racks, Stiles, Platforms, etc. MPS #1-27 MPS #28-36 and #37-41 Exchanger & Pump Area Handrail No. 6 & 7 Boilers: Pan Duct Supports No. 6 & 7 Boilers: Fan Duct Details Extend Boiler Front Platforms No. 9 Boiler: Stack Platform Extension No. 1-8 Boilers: Revise Platforms Stack Monitoring Platforms & Davit Fan Damper Controls 600# Steam Header Supports: MPS #46-65 1. Erect and grout where required galvanized structural steel pipe racks, platforms, ladders, stiles, miscellaneous pipe supports and handrails as shown and noted on Drawings Y-92470 through . Y-92476,_Y-92811 through Y-92815, Y-90671 and Y-92804. 2 a. Furnish, fabricate, erect, relocate and paint (new) structural steel supports for induced draft and forced draft fan-ducts at Boilers #6 and #7 per Drawings Y-92805 and Y-92806. b. Sandblast to commercial blast cleaning (SSPC-SP-No. 6) c. Same as Section IV. C. 6. (b). d. Same as Section IV. C. 6. d. .See ...Section IX. :H... -dor paint ^materials... .3 Erect, grout as required and modify structural steel to extend boiler front platforms at all boilers per Drawings Y-92808 through Y-92810.. Such work includes cutting C12 X 20.7 beam k" below top of existing grating, and erecting new supports, grating and pipe handrail as shown and noted. BICK0000Q5815 4. Furnish, fabricate, galvanize, erect, relocate, modify or alter as required structural steel for platforms, stairways, .supports, ladders, grating and handrail per Drawings Y-93211 through Y-93237 and Y-93439 through Y-93441. Such work includes removing portions of platforms, relocating stairways and ladders to provide space for sootblowers as seen generally on Drawing'Y-93237' and particularly on above construction drawings. Stock lengths of' galvanized material may be cut and fabricated to fit in field. ' 5. Erect stack monitoring platforms, ladders, safety gates, davit . and supports per Drawings Y-93238 through Y-9324Q. 6 Furnish, fabricate, assemble, install and paint the induced fan damper controls for Boilers #1 through #8 per Drawings Y-93437 and Y-93438. Damper assemblies shall be sandblasted, primed and painted per Section III. B. 2. above. 7. Furnish, fabricate, galvanize and erect miscellaneous pipe supports for 600# steam header at Boilers #1-8 marked MPS #46 through #65 per Drawings Y-93442 through Y-93445. 8. Welds and damaged areas on'galvanized steel shall be thoroughly cleaned and coated with two coats of an approved zinc rich paint. o 00 o CO IV. BOILER STACKS. FANS. BREECHING & AIR PREHEATERS Perform the work tabulated in the scheduled time frame and described more particularly following this tabulation: , . BOILERS Out of Service Dates: . A HACKS 1 7 :affold interior 2 .ush patch bad sections 3 '-.new stiffener L 2% X 2h 4 Hnew retainer L 1% X 1^ 5 7 mdblast interior & paint 6 Benew liner 7 Prime patches & paint exterior J.A,s '79 3_ 4 XX kX XX XX XX XX 0,N,P. '79 56 X X X X X X XX J.F.M 1 X X X X X X I X * X X X A,M,J 2 X X X a X k X XX XX XX B I.D. & F.D. FANS 1 Remove & junk - - 2 Reword foundations ' 3 Install new fans & paint 4 econnect cooling water 5 Install new electric motor XX X' X XX XX X XX X XX XX XX XX XX XX X X x. Xx C 3RSECHINS 1 Remove & haul or junk 2 Sandblast int. & ext. 3 Apply liner to interior 4 Revise str. steel supports' 5 Prime reusable exterior # 6 P.i.nt exterior 7 Install old or new breeching 8 Install C>2 analyzer Junk Junk X Junk X X Junk x _ - X - X X - X' XXX X XX XX XX k "fc k k XXX X XX XX X X New New X X New New XXX X XX XX D AIR PREHEATER* 1 Renew elements ' 2 Renew stay plates 3 Renew rotor shell 4 Renew 12 diaphragms 5 new seals 6 Renew sector plates XXX X XX XX XXX X XX XX XXX X XX XX XXX X XX XX X * X * X * X * XX ** XX kk * A.-- determined by Inspection Department. for additional agreed upon price, or .1 reparable. # New breeching will come shop primed. R Ov ntractor will be responsible to schedule work on Boilers #9, #3 and #4 as soon .and -expeditiously as possible and subsequent work similarly as it -i imperative that completion dates be met. To this end Contractor should coordinate his activities closely with Company's scheduling. Texaco .strongly desires to have Contractor man the job in such manner and diversity t: complete #6 fuel oil system sufficiently to have it available for Boilers thru 6 by the time work is started on'Boilers #7 and 8. BICK000005816 4 A. STACKS (80' high X 9'-6" L.D. X. 3/8-" wall) " 1. Scaffold interior of all boiler stacks, except Boiler #5 full height, for "Company's Inspection Department to examine and mark existing liner and wall for repairs. 2. Remove liner and flush patch holes in locations and approximate areas as shown below and in additional condemned locations all at an additional agreed upon price when exact areas are determined. Boiler: #7 - top 25* #6 - top 25' and bottom 20' #1 - top 25' #4 - 20' to 40' from top ' ' Removed liner material shall be disposed of off Company premises. 3. Renew top stiffener L 2% X 2% X 3/8 ring rolled to 4'-9" radius ....: . %at top of stacks as tabulated. 4 Renew top liner retainer L 1% X 1% X ring on boiler #6 only, . rolled to 4'-9" radius. 5 Furnish materials and paint stack interior surface where liner renewal is required at an additional unit price as follows: a. Sandblast to Commercial Blast (SSPC-SP-No. 6). b. Apply two coats of coal tar epoxy @ 8 mils dft each coat. See Section IX. H. for paint materials. .6 Furnish materials and renew condemned liner as outlined with high purity alumina refractory over crimp rods, and 2 X 2-14/14 type 304 stainless'steel welded wire fabric. Renew additional liner as marked by Inspection Department according to.the following R tabulated locations, all above at an additional unit price. Boiler Location Approx. Areas (Sg. Ft. #7 top 25'". . .. breeching inlet area #8 top 20' breeching inlet area #6 top 25' and bottom 20' #1 top 25' breeching inlet area #2 top 4' at location 20' from top at location 40' from top #3 breeching inlet area #4 from 20' to 40' from top breeching inlet area ' 750 160 600 160 1350 750 160 120 600 1200 160 600 160 .7 Furnish materials and paint stack exterior as follows: a. Hand clean areas where flush patches are made to SSPC-SP-No. 2. b. Spot prime one coat of inorganic zinc primer to patched areas. c. Roughen surface of existing paint on remainder of stack with carborundum paper for bond. d. Apply one coat of Byco Heat-Gard Silicone 750 Black @1.5 mils dft. See Section IX. H. for paint materials. Note that interior and exterior of stacks may be spray painted only on weekends. B. INDUCED DRAFT AND FORCED DRAFT FANS .1. Remove all fans as boilers are taken out of service and junk. 2 Rework foundations as follows: a. Boilers #6 & #7 - See Section I.D. 10, b. Boiler #3 - At west end of North "B" fan, break damaged concrete pedestal for induced draft fan bearing housing down approxmately 1'-6", exposing rebar, anchor bolts and sleeves as shown and detailed on Jackson & Moreland Drawing #G6-B-26. Form, clean surfaces and apply Ceilcote #348 bonding agent and pour new top for pedestal. BICK0Q0005817  -rir-) "'*** c. Boiler #4 - Remove sole plate 21-10" X X 31-4" (Pc Mk B 82 per J & M Drawing above), extend 4-Ik"0 anchor bolts approxi mately 4" with galvanized threaded stock, and replace sole plate for new electric motor per tabulation. Replace grout, patch damaged concrete, and relevel plate to original elevation. 3. Install new fans, motors, dampers, etc., as follows: a. Draft fan electric motors, will be disconnected, removed, overhauled, reinstalled, reconnected and lubricated by others ' except as noted below. b. Install new Westinghouse fans, reusing existing electric motor or''Steam turbine-'drivers. Weights of fans, rotors and bearing housings are shown on Westinghouse Drawing #1512F2Q. c. Set, level and align electric motors, fans, rotors and bearing housings for cold setting per Section V. D. below. Balance fans up to and including operating speed. - d. Reconnect damper linkage and controls. All new induced draft fans, will come with new dampers. Forced draft fan dampers for Boilers #5 through #8 will come with new breeching, while it will be necessary to recover breeching and dampers for ' Boilers #1 through #4 and reuse and reconnect linkages and controls. See Drawings Y-93437 and Y-93438. - .4 Reconnect cooling water to bearing housings. 5. Install new electric motor for North fan at Boiler #4 on replaced sole plate per Section IV. B. 2.c., above. Motor is 400 H.P., ' . and .approximate weight is 5,200 lbs. 6. Paint new fans and appurtenances as follows: 1. Hand clean to SSPC-SP-No. 2. 2. Spot prime with Byco ted lead primer @ 2 mils dft. 3. Apply two coats of Byco Heat-Gard Silicone 750 Black @ 1.5 mils dft each coat. See Section IX.H. for paint materials. Note that draft fans shall be either painted offsite prior to installation with brush painting touch up done in place, or spray painted.at jobsite on weekends only. C. BREECHING 1. Remove and junk existing breeching from air preheater to stack on flue gas side at Boilers #7, #6, #3 and #4. 2. a. At Boilers #8', #5, #1 and #2, remove breeching, haul to designated area, sandblast to brush off blast cleaning (SSPC- ' "5P-:No. ?! exterior and "interior for'Company's Inspection Depart ment to examine and determine extent of repairs needed, b. If breeching can be repaired and reused. Contractor will make necessary repairs at an additional agreed upon price, so that Boilers #8 and #5 can be reused on Boilers #1 or #2, and Boilers #1 and #2 can be reused on Boilers #3 or #4. If breeching is unsuitable for repairs, it shall be junked and Company will purchase new breeching. 3. Revise supporting steel for fan ducts at Boilers #6 and #7-per . Y-92805 and Y-92806. (See Section III. B. 2.). 4 Install new breeching on Boilers #7, #8, #5 and #6. Haul reusable and repaired breeching from designated work area and install as . required. Install new breeching purchased by Company, or reusable breeching as above per Drawings Y-92458 through Y-92467. 5. Sandblast interior to white metal blast cleaning (SSPC-SP-No. 5). ..Trowel on 1/8" thick..coating of Pecora Acitite 20 QD plastic, acid resistant liner as manufactured by Pecora Corporation, Garland, Texas, to interior of breeching. - 8. Paint exterior as follows: . a. Sandblast exterior to white metal blast cleaning (SSPC-SP-No. 5). b. Apply one coat of inorganic zinc.primer @`3 mils dft to breeching exterior of those boilers which may be reusable for #1, #2, #3 or #4 Boilers. e. Now brf,t..bhi^g will come shop .primed. In the event new breeching is used for Boilers #1-4, a unit price credit shall be offered _ for each breeching not primed. d. Apply two coats of Byco Heat-Gard Silicone 750 Black to exterior of all breeching, new or reusable, @ 1,5 mils dft each coat. Note that spray painting may be done only on weekends at jobsite. ' BICK000005818 6- 7. Cut 3 1/8" diameter hole and install 4" flange and probe for flue gas - oxygen analyzer in flue gas outlet' for Boilers #1 through #8 per Drawing Y-93436. D. AIR PREHEATER Company will inspect elements on cold side of rotating drum to determine if replacements are required. Contractor will then make the following repairs at an additional agreed upon price. 1. Remove cold end heating elements and install new bundled elements. 2. Renew approximately 50 square feet of 2" X 5/16" thick stay plates, on cold air inlet.'side. (See attached diagrams.) 3. Renew approximately 11" wide X 5/16" thick X 11'-1" O.D. rotor shell. 4. Renew approximately 9" X 5/16" thick section of each of 12 diaphragms 5. Renew all air preheater seals. New seals are to be adjusted to Ljungstrom Type 17^ H air preheater recommended clearances, per . attached diagram B-31155-A. 6 Renew cold side sector plates at an additional but separate agreed upon price. NOTE: When any welding is done on rotating drum, it is necessary that rotor be grounded to avoid damage to rotor bearings. V. VESSELS. PUMPS. EXCHANGERS AND MIXERS Set and level to required elevation the following equipment on new founda- . tions ,.r..-as shown on.Drawings Y>~924.77, Y-9.2481, Y-92482, and Y-92774 through Y-92776; ' ' A. Fuel Oil Exchanger Condensate Pots F-l and F-2, detailed on Drawing Y-90651. Approximate weight: 750 lbs. each. - B. Flash Drum F-4, detailed on Y-90652. Approximate weight: 725 lbs. C. Duplex Strainers SI, S1A, S2 and S2A. ' Approximate weight SI and SLA: 1250 lbs. each, S2 and'S2A: 557 lbs. each. _ D. Set, level, grout and align as required pumps and drivers listed below for cold setting. Alignment and grouting shall be performed with suction and discharge piping disconnected and then checked after pipe is connected. Alignment check to be witnessed and approved by Company . and a record of alignment with approval signature of Company's inspector to be furnished to Project Engineer. Face and edge of coupling should * not be held more than 0.003 inches from desired setting. 1. P-3 and P-3A Fuel Oil Pumps , Screw pumps with reduction gears and steam turbine drivers integrally mounted to baseplate. Approximate weight: 3150 lbs. each. 2. P-4 Fuel Oil Pump Screw pump with 100 H.P. electric motor driver integrally mounted to baseplate. Approximate weight: 2410 lbs. 3. P-5 Condensate Pump Centrifugal pump with 7.5 H.P. electric motor driver integrally mounted to baseplate. Approximate weight: 500 lbs. E. Heavy Fuel Oil Heaters E-l and E-2:3'-Q" diameter X 23'-6k" overall length horizontal shell and tube exchangers. Total approximate dry .weight: 21,600 lbs. each. ' F. Mixers for Tanks #1718 and #1719 (two each tank) with 10 H.P. electric motors. Approximate weight: 640 lbs. each. See Drawing Y-92770 for locations on tanks. BICK000005819 VI. HEATER COILS A. Fabricate 2" diameter schedule 80 steam coil piping in Tanks #1718 and #1719 in accordance with notes, plan and details on Drawing Y-90649. Installation shall include all piping, fittings, supports, U-bolts and other piping related facilities called for on the above drawing. Contractor to furnish black iron angle' and U-bolts with nuts. B. New heater coils shall be hydrostatically tested to 1000 psig and in accordance with requirements of GEMS J-1P. Upon completion of test, all blinds are to be removed and coils are to be flushed clear of all debris. VII. PIPING A. Fabricate and install complete piping systems in accordance with referenced GEMS, and per notes, locations, and details shown on the following drawings: Y-92796 & Y-92797 Y-92798 thru Y-92800 Y-90438 & Y-90595 Y-91396 Y-92770 thru Y-92780 *Y~92782 thru Y-92785 *Y-92787 thru Y-92791 Y-92792 thru Y-92794 Y-92795 Y-90669,, Y-91401, 7 Y-92786 & Y-92801 J Y-92802 & Y-92803 Key Plans Line Schedules Flow Diagrams Fire Water Line Piping - Area A thru F Piping - Area G Piping - Area H . Piping - Areas J & K Utility Piping . Details 600# Steam Piping at Boilers *0f these groups. Drawing Y-92783 is the only one included in bid pack age, but is typical for all eight boilers. When remaining drawings are completed, they will be issued to successful low bidder. B. Installatipn shall include all valves, fittings, flanges, blinds, steam tracing, steam traps, pressure indicators, level columns and gages, thermowells and other piping related facilities as shown and noted on above construction drawings. Installation shall also include all pipe shoes, anchors, guides, hangers, jackscrews and other support devices as shown or noted on above drawings. Miscellaneous piping supports, bands for grating (angle, channel, flat bar, etc.), may be cut and fabricated in field from stock lengths of galvanized material, and such materials are to be furnished by 'Contractor. R Teflon tape shall be furnished by Contractor and used on all threaded pipe connections. A thread lubricant shall be used on all bolted connections. All tie-ins to new or existing facilities, unless otherwise provided, will be made by Contractor. Tie-ins to existing facilities must be coordinated with power station operations so as to minimize interruption or downtime to facilities in operation. All new piping is to be tested in accordance with requirements of the line schedule Drawings Y-92798 through Y-92800 and GEMS J-1P. All air is to be removed through vents during filling of lines. Welds are to be left exposed until after satisfactory completion of tests. Upon completion of tests all vents and drains are to be plugged or capped in accordance with requirements on Vent and Drain Schedule, Drawing Y-91401. C. Where radiographic examination of welds is required by drawing note or specification, Contractor will furnish results of radiographic tests (X-rays) for joint interpretation by Company and Contractor. For other welds, Company will make radiographic tests as it deems necessary to insure quality control of welding. In either case, welds found to be unsatisfactory to Company will be repaired by Contractor at Contractor's expense. .-.ART* 100% radiographic Elimination will .be required on piping welds in sleeves under" Chemical"Plant'"koad, and Contractor will furnish results of such tests as provided in Section VII. C. All such work shall be done only on weekends or during off-shift with special permission of the Company's Project Engineer. BICK000005820 H. Paint Materials: 1. Carboline Inorganic Zinc CZ-11. .2 Byco Coal Tar Epoxy C-200. .3 Byco Epoxy Red Lead Primer #300-1. 4. Byco Heat-Gard Silicone 750 Black.- 5. Carboline 193 Epoxy Black No. 900. 6. Carboline Poly-clad 936 Aluminum No. 0901. .7. Carboline Silicone Aluminum No. 4674. 8 Carboline Epoxy Red Lead No. 193. .9. Carboline AD-1025-516 Brick Red No. 15W. 10 Carboline Safety Yellow (Texaco #5E). R . 11. ZRC, Zinc Rich Coating. All sandblasting shall be done offsite except inside stacks. All traces of grease, oil and other deleterious materials are to be removed prior to painting. All surfaces to be primed the same day they are blasted or cleaned. No painting will be done in foggy and damp weather, nor spray painting in windy weather, without special permission of Company. Contractor will allow sufficient drying time for each coat. Painting operations are to be conducted in such manner as to prevent disfiguration or damage to adjoining equipment and property. Spray painting is to be done at an offsite location prior to R installation with brush painting and necessary touch up done in place. All spray painting shall be done offsite, on weekends, or after regular shift with special permission of the Project Engineer.. - X. GENERAL All pipe we'lders and tank welders are to be certified as qualified under coda for Petroleum Refinery Piping ANSI B31.3 and in accordance with API Standard 650, Welded Steel Tanks for Oil Storage, respectively. Provide adequate OSHA approved lighting and ventilation in tanks. Concrete to have a minimum compressive strength of 3000 psi in 28 days and a maximum slump of 5". Contractor will notify the Company a minimum of two (2) hours prior to placing any concrete. Company will take such samples and test specimens of concrete as it deems necessary. Installed concrete, which Company's tested specimens indicate is below specified strength, will be rejected by the Company; however, Contractor will be permitted at his expense to obtain required core specimens from said concrete, in accordance with ASTM C-42, for testing by a laboratory agreeable to both parties, which fees Contractor shall pay, and the findings by the laboratory shall be binding on both parties. Concrete if found by the laboratory to be under strength will be removed and.replaced at Contractor's expense. Concrete is to be cured by application of a standard curing compound acceptable to Company and applied in accordance with the. manufacturer's instructions, or in accordance with GEMS A-IP. ' Work area, material storage and employe parking is quite limited. Contractor employes shall park in Contractor Parking Lot and only Contractor-owned vehicles will be permitted to enter. Contractor employes are to be transported by Contractor to and from the job site. Contractor will provide suitable transportation and personnel for handling all materials furnished by Company from Company1s storage locations. Upon completion of all work, Contractor will return all surplus materials to Company's storage locations. Contractor will be working adjacent to pipe lines, power lines and equipment in service. It will be his responsibility to conduct his work so that no ..dari^ge nor operating ..delay will occur to-equipment and facilities due to his operations. .' Trucks, cranes or similar equipment that leave the road at job site are to be on mats or steel plates in a manner satisfactory to the Company. Work areas are to be cleaned up at the end of each day and adequate safety barriers and/or lights provided at open excavations and blocked roads and walks. Surfaces are to be restored to reasonable grade upon completion of work. All waste and debris, except junk pipe and metal, is to be removed from job site and disposed of off'Company premises. Contractor represents and warrants that all waste materials will be disposed of in compliance with all applicable laws and regulations and agrees to.hold Company harmless from any and all claims or demands arising out of such disposal. Junk pipe and metal is to be cut into lengths of 30 feet or less and neatly stacked in designated area near road for disposal by others. BICK000005823 - ~=- - ..... -.......------'-7?- 2 LIST OF DRAWINGS AND SKETCHES Attached hereto and made a part of Agreement No. the following drawings and/or sketches: ..... Drawing or Sketch No. Title dated Data of Original Drawing or Y-92466 Y-92467 Y-92470 Y-92471 Y-92472 Y-92473 Y-92474 Y-92475 Y-92476 Y-92804 Y-92805 Y-92806 Y-92808 Y-928Q9 Y-92810 Y-92811 Y-9.28-12 Y-92813 Y-92814 Y--92815 Y-93211 Y-93212 Y- 9.3213 Y-93214 Y-93215 Y-93216 Y-93217 Y-93218 No. 7 Boiler: Duct for F.D. Fan to Preheater, Plan, Views & Details - Sht. 4 - 10-27-78 No. 7 Boiler: Duct from I.D. Fan to Stack, Elevations, Sections & Views Sht. 5 10-30-78 Exchanger Area Pipe Rack, Structural Steel Plan & Elevations - Area C 1- 79 Pipe Rack, Structural Steel Plan - Area B 1- 79 Pipe Rack, Structural Steel Plan, Sections & Details, (+MPS-42), Area F 1- 79 Pipe Rack, Structural Steel, Elevation & Detail - Area B 1- 79 Pipe Rack, Structural Steel, Elevation Area F 12-13-78 Pipe Rack, Structural Steel, Elevation Areas A, B & F 1- 79 Pipe Rack, Structural Steel, Enlarged Platform Plans - Area B 1- 79 Misc. Pipe Supports #37 thru #41, Plan & Sections - Area F 2-20-79 No. 6 Boiler: Supports for Fan Ducts - Plan, Location & Elevations - Area K 2-14-79 No. 7 Boiler: Supports for Fan Ducts Plan, Location & Elevations - Area K 2-14-79 Extend Boiler Front Platforms,. Plan & Details - Sht. 1 of 2 1ir Extend Boiler Front Platforms, Plan & Details - Sht. 2 of 2 No. 9 Boiler Stack Platform Extension for NOx Sampling, Plan & Details -- Misc. Pipe Supports #1 & 1A thru 27, Location Plan - Area D & E 1- 79 Misc. Pipe Supports #1, .& 1A thru 14, Plans, Elevations & Details - Area D & E 12-14-78 Misc. Pipe Supports #15 thru 23, . Plans, Elevations & Details - Area D & E 12-14-78 Misc. Pipe Supports #24 thru 27, Plans- & Elevations - Area D & E 12-14-78 Exchanger & Pump Area Handrail, Plan & Section - Area C 1- 79 Area H Plan, Revise Boilers #7 & 8 Platforms @ Elevations 27'-10" & 13'-4" 2-20-79 Area H Plan, Revise Boilers #6 & 7 Platform @ Elevation 27*-10" 2-20-79 Area .H .Plan, ..Revise .Boilers #5 & 6 Platforms @ Elev. 27'-10" & 13'-4" 2-20-79 Area G Plan, Revise Boilers #1 & 2 Platforms @ Elev. 27'-10" & 13'-4" 2-20-79 Area G Plan, Revise Boilers #2 & 3 Platform Elev. 27'-10" 2-20-79 Area G Plan, Revise Boilers #3 & 4 Platforms Elev. 27'-10" & 13'-4" 2-20-79 Area H Plan, Revise Boilers #7 & 8 Platform @ Elev. 35'-1" 2-20-79 Area H Plan, Revise Boilers #6 & 7 Platform Elev. 35'-1" 2-20-79 e (?-7t! IM , lfl are Date of latest Revision CXI Any) BICK000005826