Loading...
HomeMy WebLinkAboutChange Order #2- Utica Pike Sewer CHANGE ORDER - EXTRA WORK AGREEMENT NO. 2 JOB NO. 0803 Project Name Utica Pike Sewer Project Contractor Dan Cristiani Excavating, Inc. You are hereby authorized to proceed with the following described change or extra work: As per attached documentation: 1. Lower Wet Well, Sewer and Manholes = $ 29,502.41 2. Deduct Materials for Two Valves Provided by City of Jeffersonville (2 @ $6,567.50/EA) _ $ (13,135.00) 3. Deduct 120 LF of 8" PVC Force Main @ $46.75/LF = $ (5,610.00) 4. Deduct 1 EA Type B Manhole @ $3,440 /EA (Manhole #5E) _ $ (1,242.00) TOTAL = $ 9,515.41 The method of payment for this change or extra work shall be: An additional amount of Nine thousand five hundred fifteen dollars and forty one cents = $9,515.41 Consulting Engineer: Jacobi, ?bomb' and Lanz, Inc. ....� t/,% • 1/Z /3 En a 's S Date Owner's Approval: of ffe • oonv 71e ' Signature of 0 ner(s) Date Contra or's Ap oval: Dan Cristiani Excavating, Inc. �� 4 A44, Authorize epresentative Title Da Page 1 of 1 • 1971 '011 DAN CRISTIANI EXCAVATING CO., INC. 40 46 1221 Old Hwy. 31E YEARS of P.O. Box 2427 EXCELLENCE Clarksville, IN 47131-2427 Dan Cristiani PHONE (812) 282 -9866 Fax (812) 282 -9908 Excavating Co., Inc. PROPOSAL To: JTL/ City of Jeffersonville Attn: Josh Darby/ Greg Houck DATE: 12/14/12 JOBSITE: Utica Pike Sewer Project Scope of Work: Lower Manholes 1A and 1E to accommodate lowering the sewer line to go below the 36" water main at the intersection of Allison Lane and Utica Pike. This requires the 12" sewer to be lowered 5' between manholes lE and 1A, and in between The Allison lane wet well and Manhole 1A. The wet well will also have to be lowered by 5'. Pipe: Pipe type upgrade Sdr 35 to Sdr 26 371.19' @ $2.38= $883.43 IL Additional Stone backfill in street 331.71'x5'x6' =645 Tons @ $7.70= $4,966.50 Additional haul away of street spoils 331.71'x5'x6'= 301ds @ $85.00= $2,550.00 Additional pipe laying labor 371.19' @ $10.00/ft= $3,711.90 Additional deep sewer lateral riser kit 1 each @ $404.13= $404.13 Re -saw cut road wider 663.42' @ .90= $597.08 Additional Asphalt Patch 331.71'x3'x4" 24.32 ton @ 80.00= $1,945.60 Manholes: Additional pre -cast manhole cost for drop and lower 1 LS @ 3,725.00= $3,725.00 Additional cost to set (2) manholes 5' deeper 2 each @ 125.00= $250.00 Lift Station: Precast Lift Station additional 5' 1 LS @ $1,275.00= $1,275.00 Additional shoring for lift station 5' deeper 1 LS @ $3,650.00= $3,650.00 Additional stone backfill 18'x18'x5'- (3.26x5) 89 tons @ $7.70 /ton= $685.30 Additional spoil haul away 18'x18'x5' 5 loads @ $85.00= $425.00 .,` Additional labor /excavation for setting 5' @ $100.00 /ft= $500.00 Additional 8" stand pipe in lift station 10' @ $40.52= $405.20 Page 1 of 2 Additional 2" SS pipe slide rails 40' @ 10.19 /ft= $407.60 Additional 8" suction line 5' @ 25.63= $128.15 4 IP Additional 6" still well 5' @ 4.24= $21.20 Solid sleeves and mega lugs to connect add pipe 1 LS @ $289.28 Sub -Total $26,820.37 10% Mark up $2,682.04 Total $29,502.41 Note: 40' of 2" SS Pipe slide rail for wet well must be purchased to ensure that there is only (1) joint in each slide rail. Note: All prices are based on actual cost to Cristiani. Verification of cost is available upon request. Note: Manhole 1E had already been manufactured, therefore the cost of the bottom base which was made custom made is included in this proposal, the barrel sections will be utilized on other portions of the project. Any questions call Chris Jackson @ 502 - 468 -8097 Acceptance to constitute a contract between us. This bid to hold for a period of 30 days from date. Terms: Net 15 days following date of 4 6, invoice. DAN CRISTIANI EXCAVATING CO., INC. ACCEPTED BY Chris Jackson BY DATE G: \PROPOSALS 2012 \Utica Pike Sewer Water Line Conflict.doc libp 2 1971 - 2011 DAN CRISTIANI EXCAVATING CO., INC. 40 1221 Old Hwy. 31E YEARS of P.O. Box 2427 EXCELLENCE Clarksville, IN 4 7131 -242 7 Dan Cristiani PHONE (812) 282 -9866 Fax (812) 282 -9908 ExcavatingC©., Inc. PROPOSAL To: JTL and City of Jeffersonville Attn: Josh Darby DATE: 12/26/12 JOBSITE: Utica Pike Sewer Project Scope of work: Deduct for the City of Jeffersonville for providing (2) 8" DeZurik Check valves for the lift station valve vault. Deduct (2) each @ $6,567.50 = ($13,135.00) Acceptance to constitute a contract between us. This bid to hold for a period of 30 days from date. Terms: Net 15 days following date of invoice. DAN CRISTIANI EXCAVATING CO., INC. ACCEPTED BY Chris Jackson BY DATE G: \PROPOSALS 2012 \Utica Pike Sewer Project deduct for valves.doc Page 1 of 1 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O O 0 0 O O 0 0 {,. 0 0 0 O 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 O 0 • 66666066066666666666666666666 O p O O o o O o o O d' o o O o o O O O o O o O o N N o 0 o O O o m Z 0 0 0 0 0 0 0 0— .O v. lf1 0 .O 0 0 ul 0 u1 In N u1 ao d• 0 u1 N. 00 .O n O J .O O u1 d• O N O d d• . `t 00 cn m .6 d u ^ R N ui N O N N N Lr D 0 N cd F' 1 — Z Ad, AT AT Ad, i AT i i AT Ad, VAT T AT iT i Ad, AO, Ad, i i i AT AT T AT i A iT 4I Ad, Ad, i ▪ i T i AT Z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lu 0 0 0 ° 0 0 0 0 O m 0 0 0 0 0 0 0 0 O 0 0 0^ oo O ul t: d' Ni U 0 0 0 0 0 0 0 0° 00 ul r 0 0 0 0 0 0 _ o o N •O o N a 000 0 0 0 0 o m ul N ul o Ma . N O\ O O. .6 O ^ :1-r O I: N = M N d' .O m .O N ^ N O I- M N 00 m N CO Z N D AT AT AT iT AT AT AT iT AT AT AT LT VT AT AT LT VT LT iT AT AT AT LT iT AT AT VT iT AT AT AT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 u1 0 0 0 0 0 0 0 d' O O o 0 00 O ul 0 0 0 0 d' Ni u1 o t: m O ul Ni .O .O O N o 0 ul r. m co 0 N O .O N Co 0 N 0 I n ul m N in 00 .O m in .6 N. N. ul 0 0 m --- -• N O ul O. O. 0o .O n d: m d: O: co ul h m u1 0o N O 4 N d' u1 0 d• 00 d; in J OD O O O .O 00 d = c6 N d' I: 00 ul d' 00 .O N M O: O+ O: d' d' O: oo o ■ N L U 'Q d' — m ul N 00 N N .O ^ — m d' — N ^ %O X I— N N u1 N 0 w 0 N Z I— < id, AT vT +T iT iT AT vT AT AT AT AT AT AT vT AT AT +T iT AT AT iT iT iT iT AT vT iT AT AT LT AT H 1772 O o O o 0 0 o 0 0o O ul O O o 0 0 0 0 N 0 o 0 0 Ln ul O O O ul r V MOO 0 0 0 0 m O N- 0 0 0 0 0 0 0 d: 0 0 0 O O! o 0 0 0 m O• CO V M 0 00 ON o co O CO .- m .O .O m O I� m ul O f- OT N N— O N d d' d I. ul N d ul z a N o °' Cr 03 .o n — d- 1's CO n .0 .o Ln CO N r` in dr .O d c a 0 0 0 . O • 00 1 m N m m .6 N Ni — N 00 I-- N N Z n iT iT AT LT AT iT AT AT iT AT vT VT iT iT iT AT LT iT iT iT iT AT iT Alt iT iT LT AT iT iT iT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E O O O O O O O O O O O O O O O O O O O O O O O O O O O O O u1 u1 Q Z O o O O o O O O O O O O O O o O o o O o O O o N O O O o o^ tr 0000 0 0 0 0 O+ ul O Ln O O O ul 0 0 N 0 0 0 0 o 0 0 0 0 u1 O 0 LLI 4 ul O u N u 1 0 0 0 0 0 0 I∎ l O d N m d' N 0 N ul a ul 06 O O (r: m i O N N N N N m m u1 m N Cr d' Ln N — ul N 0 m Q F" N N O^ O N W iT AT iT LT AT LT AT AT AT i/T AT LT iT i/T AT iT LT LT .ter AT AT LT i/T AT i/T AT AT AT AT i/T AT iT a LJJ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 ul LJJ O O o O O O o O O O o O O O O o O O O O O o O O O O o o O N Z Lu 0 0 0 0 0 0 0 0 in u1 0 0 0 0 0 0 0 0 00 O O O O ^ 0 0 0 0 in Ni V l J 0 0 0 0 0 0 0 0 0o N d N O O O O O O N O 0 0 0 .O O O ul E2 00000000 in 0 O ul O O 0o O u1 u1 O L Z CL ul O VC 0 0 0 0 0 N N m d' m 0 O H N N N N N m N m u1 '-- _ N z D Ad, ATATi TATAT ATATATi TATATArt ATATATATAT Ad, ATArt AT ATAT Ad, ATATih Ad, Ad, AT 3 F63 2 3 0 t y k c a4 6 a, a) W ,- -O Z o ,s4 ° .o 0 C g' o o v M „ °' oo . o O o w C II U ° U 5 y c g 3, L° a: °a 0 t m Q c+ , = o c P. N 4-) N U b . U o. N . • O 'b L L [�C g O U U ,- §o 'n °P- 8 -O ,3 , U U N d U 4. as V Pr Ili 9 < N N 5 w O O t U U P.i P7 U W N ci y c a p- u N N bC C U o C 1- O a? o O _ cd t a N a Ca >, Li o a U' a,t N ' � `' c c • I~ w c D U U W d .- m 00 00 00 H E- F- d U •-a :° c zo 0 0 r i 00 v0 E cn d .- s II rn c v) v] w w w w d d d d d CA w w d d d >-, Z CA >. >. w w CA a a a a .. 4 a W a a W a ..7 w w W w W a ..7 a w W w v) o. 7 U U a a W im Z v 0 0 0 0 o N 1n r- 0 0 v' ,O vO 0 0 '- 0 0 0 0 2 m 4 in O 0 V N v'- 'I- 00 00 O 0 N O cn CL CY �; vi - p N m 1 J E O N ,n ,, V1 , O l 00 01 O , - r4 M d ' V'1 vo N 0o Cn O N M �t U) .O l� 0o CT O •- 1- i I,,,,, Z N RI. N N N N N N N N rn r1 0 I: