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HomeMy WebLinkAboutPerimeter Parkway Improvements (2) Augusta Richmond GA DOCUMENT NAME: \>eX\roe.-\e.Y \hX"~ \\n\X~ DOCUMENT TYPE: Qt)o..~ D\o.~~ YEAR:'\\ BOX NUMBER: 0-\ FaENUMBER:\~\~ NUMBER OF PAGES: c9 , 'f' ' . "- ,. .. CHANGE ORDER NUMBER: 1 DATE: 12-1-97 PROJECT TITLE: Perimeter Parkway Imcrovements ORIGINAL CONTRACT DATE: 3-13-97 PROJECT NO.: 51-6310-159 OWNER: Augusta-Richmond County Commission-Council P.O. NUMBER: 132972 CONTRACTOR: Blair Construction. Incorcorated The following change order is hereby made to the pr~posal for the above project: (SEE ATTACHED SHEET) TOTAL AMOUNT OF THIS ORDER: $ 123.289.44 The contract time will be increased/--------- by ~ calendar days as a result of this change. ORIGINAL CONTRACT AMOUNT: $ 637.776.00 $ 00 $ 123.289.44 $ 761. 065.44 PREVIOUS CHANGE ORDERS (INCREASED/DECREASED): THIS CHANGE ORDER (INCREASED/---------): TOTAL CONTRACT WITH CHANGE ORDERS: **************************************************************** REQUESTED BY: FUNDING SOURCE/ACCOUNT NUMBER: \ Jack F. PROJECT CONTINGENCIES Murchy Engineer SUBMITTED BY: Jack F. Murchy Dcpal1mCllt ~ ~ FINANCE ENDORSEMENT:~~~ ~ t/' Comptroller RECOMMENDED BY: ' DATE: 12-1-97 DATE: 12-1-97 ;7 /2.- - .J -97 \ 2/4-/'1 -, DAT:/fr!/ DATE: APPROVED BY: DATE: ". ' . ... DELETE: stone Plain Rip Rap, 18", 1070 Tons @ $22.50/Ton = $24,075.00 Channel Excavation, 4,800 SY @ $2/SY = $ 9,600.00 Asphaltic Concrete "E", 272 Tons @ $33.90/Ton = $ 9,220.80 stone Blanket Protection, 1,172 SY @ $3.50/SY = $ 4.102.00 DELETE TOTAL = $46,997.80 ------------------------------------------------------------------- ADD: Item No.1: Vertical change (relocation) of a 12" water main to eliminate a conflict with the proposed drainage channel. Includes all material, labor and equipment'. Lump Sum Price = $7.685.24. Item No.2: Reroute approximate 530 LF of 15" sanitary sewer and three manholes. Includes all material, labor and equipment. Lump Sum Price = $18.250. Item No.3: Install two 42" Concrete Flared End Sections. Includes all material, labor and equipment. Two each @ $810 each = $1.620. Item No.4: Junction Box, Special Design, One Each @ = $ 1,400.00 = $ 140.00 = $ 250.00 = $ 7,509.50 Design, One Each @ = $ 2,600.00 One each @ $1,200 = $ 1,200.00 (8) 78" CM Pipe, 930 LF @ $80.75/LF = $75,097.50 (9) Corrugated Metal Pipe Bevel, 78", One each @ $1,400 = $ 1,400.00 (10) 36" Corrugated Metal Drop Inlets, Two Each @ $1,250/Each, = $ 2,500.00 (11) Type II Backfill, 360 CY @ $20/CY = $ 7,200.00 (12) Fill Material, 11,900 CY @ $3.65/CY = $43.435.00 $142,732.00 (1) One Each, $1;400 (2) 24" CM Pipe, 10 LF @ $14/LF (3) One Each, 24" FE Section @ $250 (4&5)48" CM Pipe, 230 LF @ $32.65/LF (6) Construct Junction Box, Special $2,600 (7) Corrugated Metal Pipe Bevel, 72", ADD TOTAL = $7,685.24 + $18,250 + $1,620 + $142,732 = $170.287.24 ADD TOTAL = DELETE TOTAL = $170,287.24 S 46.997.80 CHANGE ORDER AMOUNT = $123,289.44