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1st Change Order 11/06/2015TO CONTRACTOR: D.N. Higgins, Inc. CONTRACT DATE: 7115/15 Frog • The original Contract Sum ...................................................................................... $2,664,839.50 .......... ' ....... . ............ $0- a-Gh a n Q ........... ......... ............. $2,735,658.35 ,e Order is ................ The Contract Time will be unchanged. The date of Substantial Completion as of the date of this Change Order is 9/20/16. MMZMZ��� 0 '1411 ill Bid item Description Quantity Unit Cost - $ - 2 - 1.00 Total Amount 7 Regular Excavation add 618.30 CY 1 $12,984.30 8 Geosynthetic Reinforced Soil Slopes delete 24,061 SF $2.50 ($60,152.50) 8 Geosynthetic Reinforced Soil Slopes add 21,649 SY $5.45 $117,987.05 Pursuant to Contract General Conditions Article 7, Changes in the Work, 7.1.4: ... if quantities originalfl contemplated are so changed in a proposed change order or construction change directive, th 2.pplication of such unit prices to quantity of work proposed will cause substantial inequity to t contractor, the applicable unit prices shall be equitably adjusted either by increase or decrease. County agrees to accept the increase in monetary compensation to Contractor and Contractor hereby waives and releases any and all claims for any additional compensation related to this bid item. Contractor change order request attached. r' wornow. 'JV-)'JM zm��� Not valid until signed by Owner Architect if applicable), and Contractor ARCH ITECT/ENGIN EER r, Ac If Yes, explanation: Engineer of Record error on bid line 7 quantity and bid line 8 unit of measure and quantity. MUNOIM- 0 0 ON MM 1 1 14 11111 ■1 Explain: If the bid items were correct at the time of bid contract amount would have been increased by this amount. Douglas N Higgins, Inc. 11358 Okeechobee Blvd, Suite 2, Royal Palm Beach, Fl. 3341 To: RH & S 3 100 Overseas Hwy Marathon, FL 33050 nme� (561) 469-1622 rfl.v (561) 469-1623 Phone: (954) 775-6949 Fax Submitted By: Jim Hennigar ::D%v@A1)cc NoMevi si onDemi I /Sect No 'Drawine No, G-2.0 ISLISiCU: RFI- I Geotextile Quantities JProblem & SLItgCSted Solution: The project specifications calls for Bi-axial Geogrid under an areas of reconstructed roadway with 2'ft extra on either side. However, under the bid items the Optional Base Course is quantified as 19696 SY while the Geosynthethic Reinforced Soil Slopes is quantified as 24061 SF, making the area of Base Course far greater than that of the Geogrid. Can it be clarified exactly where the Geogrid is to go or can the quantity of Geogrid be increased to cover the area in the plans? im V r' The unit was mislabel as square feet instead of square yard. Therefore, the item should read 11 24061 SY". Shari Ramirez 08/25/15 3/15/15 REQUEST FOR INFORMATION 01395 -2 CORPORATE OFFICIF REGIONAL OFFICE • RIEGIONALOFFICE 3303 TRAVIS PL4NTK ROAD 207 TAAIIAW TRAIL CAST 1057 MAIN STREET SUITEA SU1F I SUITE 750 ANN MR00R, M, 4f� Oa NAPLES. EL 34112 SARASC)TA, FL 34236 873A7 9N-9500 (239) 774,3130 1941) -5275 FAX 1134) 036 8480 FAX 1230) 774 4288 FAX: ;Ni) 303 5231 Ms. Jacki Hart, E.I. October 5, 2015 Reynolds Smith and Hills 3100 Overseas Highway Marathon, FL 33050 111111111!!1111111 , TMI = - � I I x" the plans beyond the edge of pavement. RS&H has provided quantity tabulations based upon the Engineer • Rec•rd's recommendation for the placement of the geo grid on the project. in a best fit manner and quantified in the field. If you require additional information please let me know. Charles H. Cameron Douglas Inc. 11358 Okeechobee Blvd. Royal Palm Beach, FL 33411 (561) 469-1622 Description Geosynthetic reinforced soil slopes Tensar BX 1200 Geo Grid Regular Excavation — outside of Rdwy M, Total Change Order #1 in a best fit manner and quantified in the field. If you require additional information please let me know. Charles H. Cameron Douglas Inc. 11358 Okeechobee Blvd. Royal Palm Beach, FL 33411 (561) 469-1622 I' Excavation not incluclecl in pay item "MI Aa • 0 wol M's �Mmrl M.Mmu. M,�� ��Mmrl M. W.W I - 1=6 4 1 -..- ��Mwf M19 "IM �O�WIWOIWI Nor.= ®Mwt 4=1 mw=��Mwl M. C. RIM M � -M � Mml IM M- rww =,�Mu# nommumn. 1-. ffln NoR M- EW.=- ffl#M 0 aw-ne W."Mr, NMI Mmmw mt�wrsmll "MI Aa I - 1=6 4 1 -..- ��Mwf M19 "IM �O�WIWOIWI Nor.= Total Project GeoGrid with 1' Edge Ta Additional (not project total) excavation not included in the original pay item for regular excavation. section w = area in typical cross . •, as widening. Per the typical the .• ning" is actually under existing pave=ment , Lis aj reconstruction of the outer 2 feet of roaclwa��j with 1 foot of •.• 1 r ON • • � 11 J ' : ��� i1 l i i t 11 �: 1• Lak Surp - • - � r r 1 i1 �� '' i 1 ONE 1•i 1 1� /r � J:i r'i /'' 1'• 1 / �� J r 1 � 11 ". • • • � .1J 1 •1 •1' '1© Ta Additional (not project total) excavation not included in the original pay item for regular excavation. section w = area in typical cross . •, as widening. Per the typical the .• ning" is actually under existing pave=ment , Lis aj reconstruction of the outer 2 feet of roaclwa��j with 1 foot of •.• F016 C-.UBMITTAL COMMENTS: #ur suggested procedure is, Instead of a 3 foot overlap between adjacent rolls, we reduce the tverlap to 2 feet so that we can run two (2), 13 foot rolls, the length the roadway. This will |`)|udoounnenthas been reviewed and checked �ndis approved as meeting Gnequiren�entSof Lh hecontract Douglas N, Higgins, Inc, 0aLe;U8/26/15