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Home My WebLink AboutMobley Construction Company Augusta Richmond GA DOCUMENT NAME: \'f)O'o\v.j cm'S'\(L,\ctID'l Cl)('c)~ DOCUMENT TYPE~'(etX'f\en\- YEAR: l\, BOX NUMBER: 02> FILE NUMBER: \~~ NUMBER OF PAGES: 67\ ;- . -;: " THE "AMERICAN INSTITUTE OF ARCHITECTS AlA Doctlment~ A'IO'/ Standard form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM Use only with the latest Edition of AlA Dowment A20'1, General Conditions 01 the Contract for Construction. This document has important legal consequences; consultation with an attorney is encoluaged with respect to its completion or modification. A~i\\ ...March in the year of Nineteen BETWEEN Augusta-Richmond County Consolidated Government the Owner, and Mobley Construction Company of Georgia, Inc. P.O. Box 14577 Augusta, 'Georgia 30919-0577 the Contractor. The Owner and the Contractor agree as set forth below. AlA DOCUMENT A101 . OWNE/l.CONTllACTOR AGREEMENT. SEPTEMUE/(.'J967 EDITION. A/A@ @1967 THE AMEllICAN INSTITUTE OF ARCHITECTS, 1735 N, y, AVE., N.W., WAS/-I., D. C. 20006 1 ;'- i\ '; , (. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, all Addenda issued prior to execution of this Agreement and all Modifications issued subsequent thereto, These form the Contract, and all arc as fully a part of the Contract as if attached to this Agreement or repealed hereIn. An enumeration of the Contract Documents appears in Article 6. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for Park renovations for Carroll Community Cen~~r I H~phzibah Park; Jamestown Park, and Gracewood Park - Richmond County, Georgia. (lnsor' above ,he capl/on doser/pUve of 111/1 Work as usod on oiher Con/raCl Documenls.) ARTICLE 3 ARCHITECT The Architect for this Project Is BIT Design Group 4274 Belair Frontage.Road Augusta,' Georgia 30909 , ARTICLE 4 TIME OF COMMENCEMENT AND COMPLETION The Work to be performed under this Contract shall be commenced upon receipt of "notice to proceed" from the a.rchi tect. . and completed in accordance with the construction schedule completion date - to be agaree (Horo Inser' any special provisions lor IIqulda/ed d"mages re/allng 10 lallure 10 complelo on lime.) on by both parties. .' . Time of completion may vary due to owner's desire to have use of Hephzibah Park for youth ball season. The lighting and fencing portion of scope of work will. be impacted by time required for lighting delivery. AlA DOCUMENT A101 . OWNER.CONTRACTOI( AGREEMENT. SEPTEMBER 1967 EDITION. A'A@ @1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N. Y. AVE., N.W., WASH., 0, C, 20~06 2 :- " ; .. ,. ARTICLE 5 CONTRACT SUM The Owner shall pay the Contractor for the performance of the Work, subject to additions and deductions by Change Order as provided in the Conditions of the Contract, in current funds, the Contract Sum of . Three Hundred and Nine Thousand, Seven Hundred Nineteen Dollars ($309,719.00) IState here the lump $um amount, unit prices, or both, as desired.) See Exhibits I A' and .'. B I for unit pricing and rrodifications: Original Base Bid (~ibit A) Modifications" to Base Bid Contract Arrount (Exhibit B) $398,000.00 88,280.91 "$'3"l)"97jT9 .09 ARTICLE 6 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment Issued by the Architect, the Owner shall make progress payments on occount of the Contract Sum to the Contrnctor as pro- vided In the Conditions of the Contract as follows: . On or about the fifteenth ( 15th) doy of eoch" ~onth Ninety (90.). per cent of . the proportion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and Ninety (90) per cent of the portion of the Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing by the parties, up to the . first day of that month, less the aggregate of previous payments.in.each case' and upon . Substantial Completion of the entire Work, a sum sufficient to increase the total payments to N~nety (90 j per cent of the Contract Sum, less such retainagesas the Architect shall determine for all incomplete Work ond unsettled claims. . IHe;o /nsort any provisions mado lor limiting 01 ,educlng Iho amount lololllOd 0/101 Iho Work rooclllls n cO/lo/n s/oge 0/ comp/ellon.) AlA DOCUMENT A101 . OWNER-CONTlMCTOR AGREEMENT. SEPTEMBER 1967 EDIT/ON" AIA@ <5>1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N. Y. AVE., N.W., WASH., D. C. 20006 3 . "" r , ARTICLE 7 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor thirty days after Substantial Completion of the Work unless otherwise stipulated In the Certificate of Substantial Completion, provided the Work has then been completed, the Contract fully performed, and a final Certificate for Payment has been issued by the Architect. ARTICLE 0 MISCELLANEOUS PROVISIONS 8.1 Terms used In this Agreement which are defined In the Conditions of the Contract shall have'the meanings designated in those Conditions, 8.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed in Article 1 and, except for Modifications Issued after execution of this Agreement, are enumerated as follows: CUll below lhe AUleemenl, Cons/Wons ol,lhe Conl1~CI CGenel~/. Supplementary, ~ne/ olllel Cone/lllons), DI~w{ngs. Speclfic~lIons. Ae/e/end~ ~nd accepted Allernales, showing paBo 01 sheol numbols In all c~scs ~nd d~tes whele appllc~ble.) PARK SHF.ET TITLE DATE Jamestown Jamestown Jamestown Jamestown Gracewood Gracewood Gracewood Gracewood ' Gracewood CarrolljHephzibah CarrolljHephzibah CarrolljHephziOah Carroll jHephz ibah CarrolljHephzibah Existing Site Plan 1 of 3 Site & Grading Plan 2 of 3 Site Details 3 of 3 Boundary & Topographic Survey Existing Site Plan 1 of 4 Site & Grading Plan 2 of 4 Site Details 3 of 4 Site Details 40f 4 Boundary & Topographic Survey Existing Site Plan 1 of 7 Site & Grading Plan 2 of 7 Grading'& Drainage Plan 3 of 7 Site Details 4 of 7 Site Details 5 of 7 Electrical Details 6 of 7 Lighting Details 7 of 7 Boundary & Topographic Survey Nov 96 Nov 96 Nov 96 Oct 10, 1996 Nov 96 Nov 96 Nov 96 Nov 96 Sept 24, 1996 Nov 96 Nov 96 Nov 96 Nov 96 Nov 96 Nov 96 Nov 96 Sept 12, 1996 General specifications Section GC-1 through 0-12, Section 02060 through Section 16210 'Exhibit 'B', Attached. AlA DOCUMENT A101 · OWNER.CONTRACTOR AGREEMENT. SEPTEMBER 1967 EDIT/ON. AIA@ @19G7 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N. Y. AVE., N.W., WASH., D. C. 20006 4 . This Agreement executed the day and year first ~rltlel1 above. OWNER CONTRACTOR Government :1 , rq. J./.e.~ f- : 4Mrfi(~ e.;e.-c. This document approved as to lega~1 SUffiCien.Cy. and fo.rm. .: _b4 i7/1? roo Attorney Date ., AlA DOCUMENT A101 . OWNER.CONTRACTOR AGltEEMENT . SEPTEMBER 1967 EDITION. AIA@ ~1967 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.. Y. AVE., N.W., WASH., D. C. 20006 7 ~d;;~ 1- tTc ih .tP~.:S/~~r *;17. 5 l SECTION II-B BID SCHEDULE EXHIBIT "A" CARROLL COMMUNITY CENTER/HEPHZIBAH PARK BID ITEM UNIT PRICE (1) Clear, grub, and dispose off site_ acres @$ , lac. @ $ 2109.00 ILS (21 All required demolition & disposal. = Lump sum (3) Misc. grading and earth work. = Lump ~um .. TOTAL $ $ 2,109.00 (it $ 3600.00 I LS $ 3, 600.00 @$ 8.33/cu.yd. $ 3,557.00 (4) Haul in top soil and spread. 427 cu. ycls. (5) Construct grass drainage swales. 370 In. I't. (11 $ (6) Rip-rap out falls. 340 (,~$ @ $ 480.00 leach $ sq.yds. (7) Cone. Drainage swale, = 2 (8) Drainage structures and pipe complete. = Lump sum @ $ (9) Grassing all disturbed areas. 9110 acres @$ (10) Cone. Walks = 485 sq.ft. (11) Cone. Steps = 8 risers (12) 6"x 6" timber retaining walls.l30 In.ft. (131 Cone. Bleacher pads, = 4 @;$ @$ @$ 15.00/In,I'I:. . I ~ !)O.OO I sq.yd. $ 12,000.00 $ 5,550.00 1 ea.lL-S I acre _ -2 ~72 Isq.ft. 27.00/riser 9.45 Iln.ft. @ $ 166.00 leach 960.00 $ 1,840.00. $ $ $ $ $ 2,160.00 1,320.00 216.00 1,228.50 664.00 - (14] 5 row x 15' Aluminum bleachers: ~ 8 @$ 1095.00 leach . $ 8,760.00 (15) 15' aluminum players benches. = 2 @ $ 381.00 leach $ @$ 3284.00 leach @ $ 7.34 Iln.ft. @; $ 489.00 leach @ $ 278.00 leach @ $ 366.00 leach (16) New baseball back stop. = 1 (17) New 6' high chain link fencing. 7?~ In.ft. (18) New 6'x 10' maintenance gates. 3 (19) New 6'x3' playergates. 4 (20) 4" x 24' fioresc. Yellow foul poles. 2 (21) New base and asphalt paving. 894 - sq.ycls 762.00 -$ $ $ $ $ 3,284.00 4,923.00 1,467.00 1,112.00 732.00 @$ 10.50 Isq.yd. $ 9,387.00 (22) New 18"x 6" asphalt wedge curb wi 0 basel025 In.ft. @ $ (23\ New 18"x 6" asphalt wedge curb with base.-1L-ln,ft. @ $ II-B-1 6.00' jln.ft. - $ 6,150.00 jln,ft. - $ . ., (24) Ball field lighting complete. 1 @$33,518.00/each @$ 6,095.00/each (25) New power service complete. 1 (26) New 4' high .play area chain link fencing. 358 In.ft. @ $ 6. 69/ln.ft. (27) New 4'x 4' play area gales. 2 @ ~ 247.00/each (28) Re-locate existing slide.= Lump ,sum. @$ 600.00/each (29) New play structure, installed. 1. @ $1~,219.00 leach (30) Gravel drainage layer, in place. 0 tons. @$ Iton (31) 12"X 12" French drains. 160 In.ft. @$ 11.50/ln,ft. 6.~O Iln.ft.. 30.00/cu.yd. (32) 6"x 6" timber edging for play areas. 1fiO In.ft. @$ (331 Min. 8" of shredded cypress mulch. 100 cu,yd. ~!t $ (341 Relocate existing swing set. 1 (ij; $ 600.00 I each (35) Paint handicapped parking spaces. 2 , lump sum." @.$ 150.00/LS \ (36) New trash cans. 6 ( 1129 ) @ $ 419.00 leach (37lNecessary soil erosion and sediment control measures @ $ 500.00/LS (381 Misc. & clean_up. = Lump sum @$ ILS TOTAL INSTALLED PRICE. $ 152; 500 .00 WRlirEN AS: One hundred fifty-two thousand,_ five hundred dollars $ 33.518.00 $ 6,095.00 $ 2,394.00 $ 494.00 $ 600.00 $ 15,219.00 $ $ 1,840.00 $ 2,268.00.. " .....' , $ 3,000.00 $ 600'~,00 $ 150.00 $ 2,514.00 $ 500.00 $ "Quantity estimates are carefully"made, but are only provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his own take offs as all work will be a'4arded and paid out on a lump sum basis. IN THE EVENT THAT ALL BASE BIDS EXCEED THE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER: BID ITEM TOTAL DEDUCT (II eonc. Bleacher pads; 4 $ . 664. 00 (21 4"X 24' noresc. Yellow foul poles. 2 $ 732.00 (3) Change asphalt paving to 6" crusher run. $ 4,887.00 (4) New 18"x 6" asphalt wedge curb w /0 b.ase. $ 6,150.00 II-B-2 ., (5) New 18" x 6' 8s11halt wedge curb w / base (6) Gravel drainagr: layer in place. (7) Cone. Swales. 2 (81 Alt. Lighting system. $ $ $ 960.00 $ 30,000.00 Il-B-3 ; SECTIONII-B BID SCHEDULE EXHIBIT IIAII JAMESTOWN PARK j BID rFEM UNIT Pl?TCE (fL $16,496.00/each @, $ 1941.00/each ~1$ 1032.00/each @ $ 462.00jeach (1) Misc. clearing & debris removal. LS ~$ (2) Misc. grading and earth work. LS @ $ (31 Haul in tops()i1 and spread. 52 cu.yds. @. $ (41 Drainage structures and piping complete. LS rfb $ (5) 12"x 18" French dra,in. 440 In.ft. @, $ (6) Grassing aU disturbed areas. 1 acres ({j, $ (71 Cone. Walks. 120 sq.f1. 11. $ (~) New a" crusher run base complete. .1.?f\R tons, @, $ (91 New 6" x 18" cone. Curb and gutter. 1340In.ft. r{!, $ (10) 6"x. 10' cone. Apron. 2 . @$ (11) 6"x. 6" PPT timber retaining wall. 130 In.ft. 1l $ (12) Relocate existing swing set. 1 LS @$ (13) New play structure. 1 (714010) (14) New geodesic climber. 1 (4022) (1.5) New swing set. 1 (244) (16) New spring riders. 4 (17) New benches. 4 300.00/LS 7976.21/LS 8.33/cu.yd. 1 ea/LS 11. 50 /In.f1. 2400. DOl acre 5.92/ sq.ft. 17.03/ tons. 7.50 /In.ft. 1812.00/1n.f1. 9.45/ln.ft. 600.00/LS (1267J) ( 1129 ) @, $ 309.00/each @;$ 419.00/each (18) New trash 9ans. 7 (191 New basketball goal sets, complete. 2 (ij, $ (201 6"x 6" timber edging for play area..:llo.Jn.f1. @. $ (21) Gravel drainage layer in place,._~~5 tons. @, $ 950.00/each 6.30/ln.ft. 20.00/ton (22) 12"x 12" French drains.230 In.ft. @; $ 9.79 Iln.ft. (23) Min. 8" of shredded cypress mulch. 140 cu.yd.@ $ 30.00/cu.yd. (24) Re-surface existing asphalt parking &. drives @ $22,907. 50 /l~S [[-8-4 TOTAL $ 300.00 $ 7,976.21 $ 433.00 $ 3,420.00 $ 5,060.00 $ 2 , 400 . 00 $ 710.00 $ 21 , 600 . 00 $ 10,050.00 $ 3,624.00 $ 1,228.50 $ 600.00 $ 16,496.00 $ 1,941.00 $ 1,032.00 $ 1,848.00 $ 1,236.00 $ 2,933.00 $ 1,900.00 $ 1,953.00 $ 2,700.00 $ 2, 252.00 $ 4 , 200 . 00 $ 22,907.50 .. 1750.00jeach " (251 Picnic shelter cone. Slab. 1 @$ $ 1,750.00 (26) Picnic shelter complete. 1 (L81628) @;$ 6975.00jeach $ 6,975.00 (27) 8' aluminum picnic tables. 8 (1117J) !fb$ 564~00jeach $ 4,512.00 (281 Family sized grill. 1 ( 11048 ) @$ 459.00jeach $ 459.00 (29) Gravel apron for picnic shelter. LS @,$ 500.00jLS $ 500.00 (30) Paint handicapped parking spaces. 2 LS @$ 150.001LS $ 150.00 (31) Necessary soil erosion & sediment control. LS @,$ 700.00jLS $ 700.00 (32)' Misc. & clean up. LS @$ ILS $ TOTAL INSTALLED PRICE. $ 147; 000.00' WRlTIEN AS: One hundred forty-seven thoLisand dollars *Quantity estimates are carefully made, but are only provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his own take offs as all work will be awarded and paid out on a lump sum basis. . IN THE EVENT THAT ALL BASE BIDS EXCEED THE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER: . BID rrEM . TOTAL DEDUCT ( 1) New 6"x 18" cone. Curb & gutter. . $ 1,050.00 (2) 6":< 10' cone. Aprons. 2 $ 3,624.00 (3) 6":< 6" PPT timber retaining wall. $ 1,228.50 (4) Gravel drainage layer in place. $ 2,700.00 (5) Picnic shelter cone. Slab (keep gravel base) $ 1,750.00 (6) Gravel apron for picnic shelter. $ 500.00 II-B-5 SECTION Il-B BID SCHEDULE EXHIBIT "A" GRACEWOOD PARK BID ITEM (1) Misc. clearing & debris removal. LS (2) Misc. grading and earth work.LS (3) Haul In top soli and spread. 121 cu.yds (41 Drainage structure and piping, complete. 1 (5) Cone. Drainage swale. 1 (6) 6"x 18" conc. Curb & Gutter. 1184 In.ft. (7) 4" conc. Walkways 1644 sq.ft. (8) Rip-rap outfalls. 20 sq.yds. (9) 6"x 10' conc. Aprons. 2 ;' UNIT PRICg @,$ ILS ILS @$ @ $ 8.33 Icu.yds. @ $.2202.50 leach @, $ 360.00 leach (!i$ 7.50 Iln.ft. 2 . 00 I sq. ft (f1 $ @$ 50.00 Isq.yd. @,$1938.QO leach (10) Grassing all disturbed areas. R 11 0 acres @ $ 2400.00 I acre . 2284 (11) New base & asphalt paving complete_:__sq.yds@, $ . 10.50 Isq.yd. (12) New play strt.lcture. 1 (GT 11047) (13) New geodesic climber. 1 ( 4022 (t 4) New benches. 4 (GT P532) (txv1F ETR32) (151 New trash cans. 4 @ $18, 820.00 I each' . @ $ 1941.00 leach @$ 484.00 leach (!1 $ 284 .00 I each (16) 8' aluminum picnic tables. 3 (Ilv]F ET8300 @ $ 526.00 leach '. ET8500) i (17) 6"x 6" timber edging for play area. 240 In.ft. (jL $ 3.15 jln.ft. I ~ (18) Gravel drainage layer in place.=-1Q....tons. @ $ 20.00 /ton (19) 12"x 12" French drains. ??11 In.ft. @,$ 9.79 jln.ft. (201 Min. 8" of shredded cypress mulch.7~ cu.yd.@$ 30.00 jcu.yd. (21) L8;ndscaping complete. LS @ $ 900.00 I LS (22) Painted handicapped parking spaces. 4. LS @ $ 200.00 /LS (23) Necessary soil erosion & sediment control. LS @ $ 1000.00 / LS (24) Misc. & clean up. LS' @$ ---- JLS 11-8-6 $ $ $ TOTAL $ $ $ $ $ $ 290.00 8,495.00 1,008.00 2,202.50 360.00 8,880.00 . 3,288.00 1,000.00 3,876.00 $ $ $ $ 1,920.00 . $ 23,982.00 $ 18,820.00 $ $ $ 1 , 941. 00 1,936.00 1,136.00 . $ 1,578.00 $ 756.00 $' 1,400.00 $ 2,202.50 $ 2,100.00 $ 900.00 200.00 1000.00 TOTAL INSTALLED PRICE $ 103,500.00 WRITTEN AS: One hundred thrpp thousand~ fiv~-hundred dollnrs *Quantity estimates are carefully made, but are only provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his own tal<:e offs as all work will be awarded and paid out on a.lump sum basis. IN THE EVENT THAT ALL BASE BIDS EXCEED THE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER: 8m ITEM TOTAL DEDUCT ( 1) 6"X 10' cone. Aprons 2, $ 3,876.00 (2) Cone. Swale. $ 360.00 (3) 5' cone. Walk. $ 3,288.00 (4) Gravel drainage layer. $ 1,400.00 (5) 6"X 18" cone. Curb & Gutter. $ 8,880.00 TOTAL LUMP SUM FOR BASE BIDS ON ALL THREE PARKS $ 403,000..00 PERCENTAGE(%) WHICH OWNER MAY DISCOUNT FROM TOTAL BASE BID PRICE IF ALL THREE PARKS AWARDED IN ONE CONTRACT., - C %' ,,' .' 1I-B-7 SECTION 11-8 8ID SCHEDULE EXHIBIT "B" CARROLL COMMUNITY CENTER/HEPHZIBAH PARK BID ITEM UNIT PRICE (1) Clear, grub, and dispose off site_ acres (2) All required demolition & disposal. = Lump sum @$ lac. @$ ILS /LS (3) Misc. grading and earth work. = Lump sum (R $ (4) Haul in top soil and spread. 300 'cu. yds. (5) Construct grass drainage swales. 0 In. ('t. @, $ 8.33 leu.yd. (!l. $ Iln,!'t. (6) Rip-rap outfalls. 6 0 sq.yds. @ $ SO.OO Isq.yd. (7) Cone. Drainage swale. = 2 ([L $ 480.00 leach (8) Drainage structures and pipe complete. = Lump sum @. $ 1,840.00 ILS (9) Grassing all disturbed areas, 9/10 acres <IT:, $ /acre (10) Cone. Walks = 4Rl1 sq.ft. (11) Cone. Steps = 8 risers (12) 6"x 6" timber retaining walls. 130 In.ft. (13) Cone. Bleacher pads. = 4 (14) 5 row x 15' Aluminum bleachers, = 8 @; $ 2.72 Isq.ft. @;$ 27_.00 Iriser ,.' @ $ 9.4S IIn.ft. @ $ 166.00 leach @$1,09S.00 leach (15) 15' aluminum players benches, = 2 @, $ 381.00 leach (16) New baseball back stop. = 1 @ $ 3,284.00 leach (17) New 6' high chain link fencing. 725 In.ft. @, $ 6.76 Iln,ft. (18) New 6'x 10' maintenance gates. f3 2 @ $ 489.00 I each (19) New 6'x 3' player gates. 4 ([t $ leach (20) 4" x 24' fiorese. Yellow foul poles. 2 @ $ 366.00 leach (21) New base and asphalt paving, 894 sq.yds @ $ 10. SO Isq.yd. (22) New 18"x 6" asphalt wedge curb.w 10 base. S13 In.ft. @ $ 6.00 Iln.ft. (23) New 18"x 6" asphalt wedge curb wit.h base._ln.ft. @ $ Iln.ft. 11-8-1 TOTAL $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 2,109.00 3,600.00 2,499.00 3,000.00 960.00 1,840.00 2,160.00 1,320.00 216.00 1,228.00 664.00 8,760.00 762.00 $ $ $ $ $ $ $ $ 3,284.00 4,901.00 978.00 732.00 9,387.00 3,07S.00 EXHIBIT "B" (24) Ball field lighting complete. 1 (25) New power service complete. 1 @ $ 29,000.0<{each @$ I each (26) New 4' high play area chain link fencing. 358 In.ft. @ $ 6.76 Iln.ft. (27) New 4fx 4' play area gates. 2 (28) Re-Iocate existing slide.= Lump sum. (29) New play structure, installed. 1 (30) Gravel drainage layer, in place. 0 tons. (31) 12"X 12" French drains. 1 fiO . In.ft. (32) 6"x 6" timber edging for play areas.360 In. ft. @ $ (33) Min. 8" of shredded cypress mulch. 100 cu.yd. @ $ (34) Relocate existing swing set. 1 (q; $ (35) Paint handicapped parking spaces. 2 , lump sum. @$ 247.00 leach @$ 600.00/each @ $ 15,219. ooleach @$ Iton 11.50 fln.ft. 6.30 jln.ft. 30.00 f cu.yd. 600.00 leach @$ @ $ 150.00/LS (36) New trash cans. y.> 3 (37)Necessary soil erosion and sediment control measures @ $ @ $ 419.00 leach WRITT~N AS: EiQhty-Seven Thousand Two Hundred and Ninety-Six Dollars and Nine Cents. 'Quantity estimates are carefully made, but are ooJ provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his own take offs as all work will be awarded and paid out on a lump slim baSis... I . . . IN THE EVENT THAT ALL BASE DIPS EXCEED TfIE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER: I BID ITEM ITOTAL DEDUCT ~ ~ ~ ~ (38) Misc. & clean up. = Lump sum TOTAL INSTALLED PRICE. $ 87,296.09 (1) Conc. Bleacher pads. 4 (2) 4"X 24' noresc. Yellow foul poles. 2 (3) Change asphalt paving to 6" crusher run. (4) New 18"x 6" asphalt wedge curb wlo base. II-B-2 @$ SOO.OO/LS ILS $ 29,000.00 $ $ 2,420.08 $ 494.00 $ 600.00 $ 15,219.00 $ $ 1,840.00 $ 2,268.00 $ 3,000.00 $ 600.00 $ 150.00 $ 1,257.00 $ 500.00 $ EXHIBIT "B" (5) New 18" x 6' asphalt wedge curb wi base' $ (6) Gravel drainage layer in place. $ (7) Cone. Swales. 2 $ (81 All. Lighting system. $ 11-8-3 . SECI'rON II-B BID SCHEDULE EXHIBIT "B" JAMESTOWN PARK BID rTEM UNrT PRICE (I) Misc. clearing & debris removaL LS (d, $ (21 Misc. grading and earth work. LS @; $ ILS ILS (3) Haul in top soil and spread. 52 cu.yds. @. $ 8.33/cu.yd. I1.S (4) Drainage structures and piping complete. LS @ $ (5) 12"x 18" French drain. 350 In.ft. ({j, $ . 11.50/ln.ft. (6) Grassing all disturbed areas. 1], $ 2,400.00/acre acres (7) Conc. Walks. 1 ?() sq.rt. (iI. $ 6" (8) New ~" crusher run base complete. 951 tons. @, $ 5.92 I sq.ft. 17 . 03 I tons. Iln.ft. Iln.ft. (9) New 6"x 18'" conc. Curb and gutter.~ln.ft. @, $ (10) 6"x 10' conc. Apron. 2 @ $ (11) 6"x 6" PPT timber retaining wall. fri'.rt. 1], $ Iln.ft. (12) Relocate existing swing set. 1 LS @ $ 600.00 I LS (13) New play structure. 1'@ $16-,.496.00 leach (14) New geodesic climber. 1 @.$ 1,941.00/each (IS) New swing set. 1 @, $ 1,032.00 leach @$ 462.00 leach (16) New spring riders. 4 (17) New benches. 4 :d, $ 309.00 leach (18) New trash cans. 7 4 @;$ 419.00 leach (19) New basketball goal sets, complete. 2 @, $ 950.00 / each . (20) 6"x 6" timl)er edging for play area...ll.Q...ln.ft. @, $ 6.30 Iln.ft. (21) Gravel drainage layer in place. 0 tons. @,$ Iton (22) 12"x 12" French drains. ?~() In.ft. @$ 9. 79 Iln.ft. (23) Min. 8" of shredded cypress mulch..1..4.CL.eu.yd. @. $ 30.00 leu.yd. seal coat (24):mgm~-existing asphalt parking~ClrP.W" ($ $ 8,200.00 ILS II-B-4 TOTAL $ $ $ $ $ $ 300.00 7,976.21 433.00 1,420.00 4,025.00 2,400.00 $ 710.00 $ 16,196.00 $ $ $ $ 600.00 $ 16,496.00 $ 1,941.00 $ $ 1,032.00 1,848.00 $ 1,236.00 $ 1,676.00 $ 1,900.00 $ 1,953.00 $ $ 2,252.00 $ 4,200.00 $ 8,200.00 . EXHIBIT IIBII (25) Picnic shelter cone. Slab, 1 ' @$ 1, 750.00/each $ 1,750.00 @$ 6,975.00/each $ 6,975.00 1t$ 564 .001 each $ 4,512.00 @$ 459.001 each $, 459.00 @$ 500.00/LS $ 500.00 @$ 150.00/LS $ 150.00 @,$ 700.00jLS $ 7'00.00 @$ jLS $ (26) Picnic shelter complete. 1 (27) 8' aluminum picnic tables. 8 (28) Family siied grill. 1 (29) Gravel apron for picnic shelter. LS (30) Paint handicapped parking spaces. 2 LS (31) Necessary soil erosion & sediment control. LS (32) Misc. & clean up. LS TOTAL INSTALLED PRICE. $ 106,078.00 WRITTEN AS: One Hundred and Six Thousand and Seventy-Eight Dollars *Quantity estimates are carefully made, but are only provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his own take offs as all work will be awarded and paid ou t ort a lump sum basis., IN THE EVENT THAT ALL BASE BIDS EXCEED THE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER:, BID fl'EM TOTAL DEDUCT (6) Gravel apron for picnic shelter, $ $ $ $ $ $ (1) New 6"x 18" cone. Curb & gutter. (2) 6"x 10' cone. Aprons. 2 (3) 6"x 6" PPT timber retaining wall. (4) Gravel drainage layer in place. (5) Picnic shelter conc. Slab (keep gravel base) II-B-5 . i' SECTION II-B BID SCHEDULE EXHIBIT "B" GRACEWOOD PARK BID ITEM UNIT PRleE (1) Misc. clearing & debris removal. LS @$ ILS ILS (2) Misc. grading and earth work. LS @$ (3) Haul in top soil and spread. 0 cu.yd~ (4) Drainage structure and. piping, complete. 1 @$ Icu.yds. @ $ 2,202.50/each (5) Cone. Drainage swale, 1 (6) 6"x 18" cone. Curb & Gutter. 1184 In.ft. (7) 4" cone. Walkways. 508 sq.ft. (8) Rfp-rap outfalls. 20 . sq.yds. @$ 360.00/each 6.00/In.ft. 2 . 00 I sq.ft 50.00/sq.yd. @$ (~ $ @$ (9) 6"x 10' cone. Aprons. 2 @,$ leach (10) Grassing all disturbed areas. 8/10 acres @ $ 2,400.00 I acre . . 2284 (II) New base & asphalt pavmg complete---.;...sq.yds@ $. 10.50 I sq.yd. (12) New play structure. 1 (131 New geodesic climber. 1 (14) New benches. 4 @$18,820.00Ieach @; $,- . I each (15) New trash cans. 4 @ $ 484 .00 I each @ $ 284 .00 I each (16) 8' aluminum picnic tables. 3 @ $ 526.00 leach (17) 6"x 6" timber edging for play area. ] AA In,ft. @ $ 3.15 Iln.ft. (181 Gravel drainage layer in place.~to~s. @ $ Iton (19) 12"x 12" I"rench drains.~ln.rt. @ $ 9.79 Iln.ft. (20) Min. 8" of shredded cypress mulch. 54 cu.yd.@$ 30.00/cu.yd. (21) Landscaping complete. LS @ $ 900.00 ILS (221 Painted handicapped parking spaces. 4. LS @ $ 200.00 /LS (231 Necessary. soil erosion & sediment contr91. LS @ $ 1,000.00 ILS (24) Misc. & clean up. LS @$ /LS II-B-6 TOTAL $ 290.00 $ 8,495.00 $ $ 2,202.50 $ 360.00 $ $ $ $ 7,104.00 1,016.00 1,000.00 $ $ 592.20 $1,830.73 $ 1,620.00 $ $ 900.00 200.00 $ 1,000.00 $ '\ ~ ExHIBIT "B" i' *Qua.ntity estimates are carefully made, but are only provided as a guide to bidders and for unit price comparisons. Contractor is responsible for his.own take offs as all \\'ork will be awarded and paid out on a lump sum basis. . .IN THE EVENT THAT ALL BASE BIDS EXCEED THE PROJECT BUDGET, THE FOLLOWING DEDUCTS FROM THE BASE BID MAY BE MADE AT THE SOLE DISCRETION OF THE OWNER: BID rrEM TOTAL DEDUCT (1) 6"X 10' cone. Aprons 2,' $ $ (2) Cone. SwaJe. (31 5' cone. Walle (41 Gravel drainage layer. (5) 6"X 18" cone. Curb & Gutter. $ $' $ TOTAL LUMP SUM FOR BASE BIDS ON ALL TI-IREE PARKS $ 309,719.09 PERCENTAGE (%) WHICH OWNER MAY DISCOUNT FROM TOTAL BASE BID PRICE IF ALL THREE PARKS AWARDED IN ONE CONTRACT. -0- % II-B-7 . . .. OFFICE 4176 BELAIR FRONTAGE ROAD AUGUSTA. GEORGIA 30909 March 25, 1997 Mr. Jim Wall 454 Greene Street Augusta, Georgia 30901 MOB LEY CON S T R U C T ION C O. OF GEORGIA, INC. POST OFFICE BOX 14577 AUGUSTA, GEORGIA 30919-0577 GENERAL BUILDING PHONE: (706) 854-1150 FAX: (706) 854-1167 RE: Park renovations for Carroll Community Center, Hephzibah Park, Jamestown Park, and Gracewood Park DearMr, Wall: Please review the enclosed contract for the above-referenced project. Please note that Exhibit "A" lists the original base bid units and Exhibit "B" lists the modified units which we used to obtain the contract price. Please contact us if we may be of further service. ~. . L...c, 1 j.."T /L,. AN111I J ~ / 11/,17 I'-rn~,r__ . ~ ~ --(00 ~'u ~ ~~t/' "",,,?,,:Jr -;C -aeo..J~ ~. ~bl; ~.5h.-c.,{'o"1. ~ ulll Respectfully, Mobley Construction Co, J~~~ Project Manager .-' . -- -- .--. --- I J -. ~ -la, _-I - - ~ -.... .... BIT DESIGN GROUR INC. GOLF COURSE ARCHITECTUF~E . PLANNING LANDSCAPE ARCHITECTURE March 25, 1997 Jessie Key Mobley Construction Co. 4176 Belair Frontage Road Augusta, Georgia 30909 Ref: Contracts for renovation of Gracewood, Jamestown and Hephzibahj Carroll parks in Richmond County, Dear Jessie: After review of the contracts, everything lo<;>ks in order, Please prepare a cover letter to Mr. Wall to explain the difference between exhibit "A" and "B" and submit the contract to him for his review and approval, Once the contracts have been reviewed and approved by Mr. Wall, Augusta-Richmond County will schedule a contract signing meeting when we will work out the logistics and timing of the proposed work at Hephzibah. I look forward to working with you again. lKo~r(J f) ~~. \)lfcen~- ohn R. Thomas, Pres 183 Holiclay Drive, Mclrtinez. G<:;orgiD 30907 - Phone (706l 855.9663