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HomeMy WebLinkAboutRae's Creek Phase 1 Augusta Richmand GA DOCUMENT NAME:~~ (:) c..(-ee-h ~~OL \ DOCUMENT TYPE: C".Y\CY\5e Q,de\ YEAR: C\ C\ BOX NUMBER: ~ FILE NUMBER: \ c\ 53 d NUMBER OF PAGES: 3 "','\ 'F .-. .. " CHANGE ORDER NUMBER 2 DATE ] 1/29/99 PROJECT TITLE Rae's Creek Phase 1 ORIGINAL CONTRACT DATE PROJECT NUMBER S-2A - - OWNER Augusta-Richmond County Commission-Council P.O. NUMBER }>06335 CONTRACTOR Gary's Grading & Pipeline Co., Inc. The following change order is hereby made to the proposal for the above project: ~IHshnle(fJ i~Jri'sfall.e~' YOuantity/ ,.-t(mo'u'n ~~~:;,<~) ;~:,,' -,"_":.'_" ;\~~l"/' - ,,-^. ;~ 1 48" Sewer, 0-12' LF $145.00 302 $43,790.00 458.3 $66,453.50 $22,663.50 2 48" Sewer, 12-14' LF $150.00 210 $31,500.00 251.16 $37,674.00 $6,174.00 3 48" Sewer, 14-16' LF $155.00 475 $73,625.00 150 $23,250.00 ($50,375.00) 4 48" Sewer, 16-18' LF $165.00 80 $13,200.00 207.73 $34,275.45 $21,075.45 5 30" Sewer Line LF $105.00 91 $9,555.00 90 $9,450.00 (-$105.00) 6 4' Manhole Riser VF $150.00 54 $8,100.00 50 $7,500.00 ( -$600.00) Sections, MH Steps 7 Sand Clay Refill CY $2.00 300 $600.00 0 $0.00 (-$600.00) Material 8 Select Refill CY $2.00 200 $400.00 0 $0.00 (-$400.00) Material 9 48" Stub-Out @ EA $2,500.00 $2,500.00 0 $0.00 ( -$2,500.00) Manhole #3 10 48" Sewer, 0-10' LF $145.00 846 $122,670.00 616.61 $89,408.45 (-$33,261.55) 11 48" Sewer, 10-12' LF $150.00 1132 $169,800.00 1073.42 $161,013.00 ($8,787.00) 12 48" Sewer, 12-14' LF $160.00 354 $56,640.00 357.26 $57,161.60 $521.60 13 48" Sewer, 14-16' LF $155.00 650 $100,750.00 985,03 $152,679.65 $51,929.65 14 18" Sewer, Plug LF $301.00 157 $47,257.00 302 $90,902.00 $43,645.00 Existing 15 4' MH Riser VF $150.00 43 $6,450.00 70 $10,500.00 $4,050.00 16 8" Drop Inlet EA $100.00 7 $700.00 0 $0,00 ( -$700.00) 17 18" Drop Inlet EA $300.00 7 $2,100.00 0 $0,00 (-$2,100.00) 18 Sand Clay Refill CY $2.00 500 $1,000.00 400 $800,00 ( -$200.00) 11/17/99 '....... ..,.~ ;". '/. .~ l ! 19 Select Refill CY $2.00 300 $600.00 200 $400.00 ( -$200.00) 20 Rock Excavation CY $25.00 5742.802 $143,570.05 6331.27 $158,281.75 $14,711.70 21 48" Sewer, 0-10' LF $145.00 1420 $205,900.00 849,8 $123,221.00 (-$82,679.00) 22 48" Sewer, 10-12' LF $150.00 1283 $192,450.00 1823.46 $273,519.00 $81,069.00 23 48" Sewer, 12-14' LF $155.00 198 $30,690.00 349,29 $54,140.00 $23,450.00 24 8" Sewer LF $50.00 30 $1,500.00 270 $13,500.00 $12,000.00 25 18" Sewer LF $75.00 30 $2,250.00 75 $5,625.00 $3,375.00 26 Manhole 36A & LS $2,000.00 1 $2,000,00 2 $4,000.00 $2,000.00 33A, 5'x?", Cone; etc. 27 8" Vertical Drop VF $100.00 4 $400.00 0 $0.00 ( -$400.00) Inlet 28 48" Creek LF $200.00 120 $24,000.00 105 $21,000.00 I (-$3,000.00) Crossing 29 Change Order 6 LS $78,882.45 1 $78,882.45 0,571 $45,022.18 1(-$33,860.27) 30 EPD Assessment LS (-$5,800.00) 0 $0.00 1 I (-$5,800.00) I (-$5,800.00) (Reimbursement) Cl1ange $61,097.08 Order Amount TOTAL AMOUNT OF THIS CHANGE ORDER $ 6J ,(1)7.08 The contract time wi11 be increased/decreased by 0 Calendar days as ~I rcsull of this change. ORIGINAL CONTRACT AMOUNT $ 1,890,622.00 PREVIOUS CHANGE ORDER (INCREASEIDECREASE) s JSS,4JJ.% THIS CHANGE ORDER (INCREASE/DECREASE) $ GJ ,on.\ 7 TOTAL CONTRACT WITH CHANGE ORDER $ 2,J40,153.04 ************************************************************************ FUNDING SOURCE/ACCOUNT NUMBER 50804342.(1-5425210 REQUESTED BY: Robin A. MCMi110~~ ENGINEER N. Max Hicks ~ DEPARTMENT HEAD ~ FINANCE ENDORSEMENT: ~ t". 'M.~<:: COMPTR LER DATE: 07!J9N9 SUBMITTED BY: DATE: 07/19/99 D/\ TE: l "2-/.l>> (11 I 1/1 7/99 c'i" .,.~ ~ . , . . i RECOMMENDED BY: APPROVED BY: .~ , \' DATE: 1 2/ 1Y'/~<1 DATE: j:lfl'f/,9f fr 11/17/99