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R2009-109 - 2009-07-06
RESOLUTION NO. R2009-109 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS, APPROVING CHANGE ORDER NO. 3 ASSOCIATED WITH PHASE 2 OF THE MAGNOLIA ROAD EXPANSION PROJECT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That Change Order No. 3 associated with Phase 2 of the Magnolia Road Expansion Project, a copy of which is attached hereto as Exhibit "A"and made a part hereof for all purposes, is hereby authorized and approved. Section 2. That the City Manager or his designee is hereby authorized to execute and the City Secretary to attest Change Order No. 3 associated with Phase 2 of the Magnolia Road Expansion Project. PASSED, APPROVED and ADOPTED this the 6th day of u~y, A.D., 2009. ~.Q T REID MAYOR ATTEST: Y NG L I G RM C SE ETAR APPROVED AS TO FORM: ~~ ~ . ~~ DARRIN M. COKER CITY ATTORNEY Exhibit "A" Resolution 2009-109 CITY OF PEARLAND PROJECTS DEPARTMENT 3519 Liberty Drive, Suite 300 Pearland, Texas 77581 www.cityofpearland.com/projects CHANGE ORDER For Magnolia Road Expansion, Phase 2 Magnolia Rd. from Veterans Drive to SH 35 & John Lizer Rd. from SH 35 to Pearland Parkway Date of Issuance: 07/06/2009 Contractor: Texas Sterling Construction, Inc. Engineer: Bridge Farmer & KKI Change Order No: 3 CoP Project No: T70041 PO#: 091598/091599 Explanation• Texas Sterling Construction, on 5/12/09, was preparing and stripping right of way along the proposed outfall channel between Sta. 22+00 and Sta. 24+50. They discovered a large amount of concrete and rebar debris buried in the ROW. They performed exploratory excavation to provide preliminary limits and depth of the debris field and issued RFI 13 to request direction and compensation for the unforeseen condition. A site meeting was held, on 5/12/09, between the Construction manager, City, and the Contractor at the location of the debris to formulate a plan as to what to do with the debris. It was agreed that all the material within the ROW was to be removed as much as possible and proper fill placed to the proposed line and grade within 2-3 feet of the bottom of the proposed concrete channel. The limits in which the contractor would excavate and haul and dispose of the debris were estimated to be 250' L x 100' W x 13; deep, and approximately 14,000 CY to dispose. The Brazoria Drainage District #4 agreed to provide equipment and labor to excavate, transport, and bury the debris below the final elevation of the Veterans Pond, while the contractor would excavate, load the debris, compact the required soil cap, and haul dirt for use on the proposed embankments as needed. The Contractor provided a proposed price to perform the work for a total value of $64,737.43, and 21 Calendar day time extension. The proposal has been reviewed and recommended by the Construction Manager, Jacobs Engineering, Inc. This Change order encompasses the following; Description of Work Cost Time With RFP 02A, the City has requested the contractor excavate approximately 13,000 CY of material, Between Sta. 22+00 and Sta.24+50, 100' wide and approximately 13' deep, load into BDD4 trucks, provide compaction of soil cap, and reshape the ROW to final line and grade with fill provided from the Veterans Pond area. This work is required in order to remove the debris and replace the soil lost to the unforeseen conditions for the project. This Change Order includes a lump sum value (A) of $19,234.97 for work performed in the preliminary investigation of the debris field and a unit price cost (B) for excavation and disposal of the remaining material for $455.02/HR for a not to exceed budget of $45,502.46.and 21 calendar days for removal of up to 13,000 CY of in-place material. A. Lump sum for Preliminary Investigation $19,234.97 0 Days B. Debris Excavation and Disposal $45,502.46 21 Davs Total Change Order $64,737.43 21 Days Please attach back-up documentation Attached please find RFI 13 dated 5/14/09, RFP 02A dated 5/22/09, Contractor proposal dated 6/18/09 and Jacobs Engineering memo dated 6/29/09. Cost & Time Change Summary: Cost Time $ 12,502,941.13 450 Days $30,740.85 3 Days $12,533,681.98 453 Days $64,737.43 21 Days $12,598,419.41 474 Davs Original Contract: Previous Change Order(s): Contract prior to this change order: Net increase (decrease) from this change order: Revised Contract: Change Order 2 1 Of 2 6. Revised 7/25/08 Finance Approval l'1b.L~.:.s: ~~l`SC;tI,~[~L_ Date: Finance Director RECOMM NDED: By: ;~Z~ ~-~~ Date: 7 /`~ o Design Engineer r l . ~a t , ` RECO By: ~' Date:7 Con i n Man ACCEP ED*• ~ PROVED<" By: Date: ?~/o O9 By: „_. Date: 7 / 16 /O9 ` ntractor Owner gi 11 Eisen, City Manager *C' nt ctor agrees to perform change(s) included in this Change Order for the price and time indicated. The prices for changes include all costs associated wit is Change Order. No work is to be done until this change order is executed No payment to the Contractor (or Consultant) shall be made for work included in the change order until the Contractor's pay estimate is updated. Revise the project plans and specitications as referenced and insofar as the original project drawings and specitications are inconsistent, this Change Order governs. Upon execution by all parties, the following changes identitied for the contract value and/or contract time shown, are made part of [he contract. Change Order 2 2 Of 2 6. Revised 7/25/08 J~ JAC~BS Carter Burgess MEMO TO: Andrea Brinkley/C DATE: 7/1 /2009 FROM: Hugh Brightwell SUBJECT: Magnolia Road Expansion, Section 2 PROJECT NO: CB071250 Change Order No. 3 - RFP02A -Debris in Outfall Channel between Sta. 22+00 to Sta. 24+50. On 5/12/09, the contractor was preparing and stripping right of way along the proposed outfail channel between S[a. 22+00 and Sta. 24+50. They discovered that buried in the ROW was a large amount of concrete and rebar debris. They pertormed exploratory excavation to provide preliminary limits and depth of the debris field and issued RFI 13 to request direction and compensation for the unforeseen condition. A site meeting was held, on 5/12/09, between the Construction manager, City, and the Contractor at the location of the debris to formulate a plan as to what to do with the debris. It was agreed that all the material within the ROW was to be removed as much as possible and proper fill placed to the proposed line and grade within 2-3 feet of the bottom of the proposed concrete channel. The response to RFI 13 was decided to identify the limits and to request a proposal. RFP 02, 5/16/09, identified the estimated limits in which the contractor would excavate and haul and dispose of the debris. The limits were roughly estimated to be 250' L x 100'W x 13; deep, and approximately 14,000 CY to dispose. The Contractor provided a proposal on 5126109, to dispose of the material for $174,663.45. The City's project manager issued RFP 02A on 5/22/09, in which BDD #4 offered to have the material buried within the confines of the Veteran's Pond, adjacent to the site. The Contractor proposed to use the existing Bid Item 26 - Excavation & Backfill for Structures Drainage Excavation at a unit price of $9.10/CY for 14,000 CY. This would be an overrun of the quantity of $127,400.00. The contractor requested 30 calendar day time extension. On 6!16109, a meeting was held with representatives of BDD#4, City, Contractor and Construction Manager to view the debris field and discuss the drainage district's further assistance to dispose of the debris. The District agreed to provide equipment and labor to excavate, transport, an bury the debris below the final elevation of the Veterans Pond, and the contractor would toad, the debris, compact the required soil cap, and haul dirt for use on the proposed embankments as needed. The Contractor was requested to revise his proposal for 2A based on this information. He provided a revised proposal on 6/18/09 for a lump sum value of $73,473.62 and 21 Calendar day time extension. On 6/19/09, the contractor was requested to provide a breakout of his initial costs incurred during investigation of the debris field and handling of that material and to provide a unit price for a crew rate to excavate and dispose of the material utilizing BDD4's assistance. The contractor on 6130/09 revised his proposal to inGude a lump sum value (A) of $19,234.97 for work performed in the preliminary investigation of the debris field and a unit price cost (B) for excavation and disposal of the remaining material for $455.02/HR for a not to exceed budget of $45,502.46.and 21 calendar days for removal of up to 13,000 CY of in-place material. The scope was reviewed and appears acceptable. A parallel estimate was prepared that indicated the costs are acceptable. It is recommended that the City approve the proposal for an additional cost of $64,737.43. The 21 day time extension is acceptable as the work is part of the major critical path item to complete the major drainage path for the project and to gain dirt for the embankments. L:\0325~032:~.2G01Change Orde~1C03~C03f[em61929-os.doc cc: EDMsltile Protect: Mapnoila Rosd Expansion, Fitter 2 Owner: City of Peerlarld, Texas Enykteer: BR 8 KKI Estftnate of Cost hnpacta for Deixls (n OutfaO Cfrannel Date: 6/29/2009 Jacobs Parallel Esiknate Cost to perform prsl4ninsry excavatbn end inveatigtttkxt of (knits of debris field between Sta. 22x00 end Sts. 24+50 ZSO'L x 100'VIf x 73' deep Labor Description Oty Rate MH Total Foreman 1 $ 25.00 12 $ 300.00 l.atxx 2 $ 10.00 136 $ 2,760.00 Excavator Operator 1 $ 16.00 110 $ 1.760.00 Loader Operator 0 $ 14.00 $ - Dozer Oporator 0 $ 14.00 $ - $ Subtotal $ 4,820.00 Burderl(d 55% $ 2,651.00 Tatd Labor Coss S 7,dT1A0 E¢rprrerM DescdpAon O(y Rate Time Total PG300 Tradthoe 1 $ 136.75 110 $ 15,04250 $ - E - $ - E - S - $ E - E - $ - S - $ E sua«al $ 1s.oaz.so Taxes ~ s.s% $ l,zo3.ao Total EpYpnwR Coats i 1b,M6.90 Blue Book Rate 70% to rati Sec. $ 115.00 80.50 56.25 1428 $ $ $ $ $ t4sarfd Description Oty Unit Unit Cost Total $ - $ - $ - $ - $ - Totsi 11.roa1.l Costs subwaar,aor Description Qty Unk Rafe Total 20 CY DumpsterlTralk 10.00 toad $ 125.00 $ 1,250.00 Haul and dump SUbiOtal $ 1,250.00 OH (~ 10% $ t 25.00 Tool subooebant s 1,376.00 subtaM s z3,ne.so OH 10`Y $ 2,371.69 ~~ $ 27,463.59 Rom 5% E 1,373.18 Srblolal E 28.836.77 0% s Taal VsY1s S 28,836.77 hem `~lY. tfn~t { StF! ! ~inl Debn. =_~x1 ~ai~l off I S $ -.8,83f 7- $ ?8,836-: 7 Project: 6lagnoNa Road Expansion, Phase 2 Owner: CNy W Pearlard, Taxes Fltglrteer: BFl b KKl Estarrate of Cost Impact for Detxts In Outfatl Channel Date: 8/28f2009 Jacobs Pluallel t stfrrtate Cost to excavate and l_oed end Diaposa of concrete and steel debris between Sta. 22.00 and Ste. 24+50 250'L x 100'W x 13' deep Unit PriceMour Special Excavation tabu. Description Qty Rate MH Total Foreman 1 $ 2727 0.5E 13.84 labor 2 E 10.00 1 f 20.00 Operator t f 76.00 t f 18.00 Operator 1 $ 14.00 t S 74.00 Operator t E 12.00 1 f i 2.00 f ~~~ 5 75.64 Btxdent`d 55% $ 41.80 Taw Labor Cost f 11723 Equlpraant Description Qty Refs Time Toml Zaxis 330Tracfdtoc 1 E i~SO 1 i 108.50 Cat DS llozer 1 E 44.45 7 f 44.45 615 cat compactor 1 E 71.03 1 E 71.03 Ford F 250 t E 111.30 t f 1 11.30 f - E - f E - s b Blue Book Rate 70% torOvrtte 6 Sec. 755.00 E 108.50 70-28 S 83.50 E 44.45 E 15.75 E 11.03 E 759.00 8 777.30 E E s Stlbtotal $ 275.28 Taxes @ 8.5% 5 22.02 roar E4do.nent caw S zfrao IlaarfN Descri771ion Qfy Unit Until Cost Total b - E - E - $ - E - Taal flslsrtsd Costs 9rbcontraator Description Qty Uni[ Hate Total a - subtotal $ OH (~ 10% $ Toot au6oomraat f ~~ f 471.53 CH 10% $ 41.45 E 455.96 Profit 5 % $ 22.80 ~~ f 478.78 0°/ f Taal Yaata f 478.78 Item Qty. Unit Rate Total DoMis renwval and hall oN 1 Hrs $ 478.78 $ 478.78 100 E 47,878.36 Project: Magnolia Road Expansion, Phase 2 Estimate of Cost Impacts for Debris in Outfall Channel Date: 5/16/2009 Limits of debris field, Sta. 22+00 to Sta. 24+50, 100'W, 13' deep average. fluff factor 250 100 13 12,037.04 CY 115.00% 13,842.59 CY 20 CY Dumpster $200.00 Ea. $138,425.93 Estimated cost 692.13 Loads 10 Minutes/Load 115.35 Hours / ~ i -iJ ~~ ~ ~ ~ iJ ~ LJ i ~ ~~ July 1, 2009 Mr. Hugh D. Brightweil Jacobs Engineering Group, Inc. 5995 Rogerdale Rd. Houston, Texas 77052 Re: Magnolia Road Expansion COP Pro}ect No.: 'P70041 Bid No.:1109-10 Proposa1001A -Debris Removal Dear Mr. Brightwell, The following is the proposal for the debris removal out of the outfall channel based on the discussions we had with the drainage district on Tuesday, June 16u' and also Tuesday, June 23~. 1fie first proposal includes the supervision, labor and equipment used for excavating and separating the debris up to date for a lump sum amount. The second proposal inlcudes what we are to provide for removing and burying the debris with the assistance of the Brazoria County Drainage District at an hourly rate based on an estimated ten days and fourteen thousand cubic yards of excavation. The following is a brief rundown of what our understanding is of what we are to provide as well as the Brazoria County Drainage District: Texas Sterling is to provide: Excavator to load debris 815 Sheeps foot compactor to compact dirt over the debris D-5 Bulldozer manipulating embankment in channel replacing debris removed pond. BDD4 is to provide: • 2 - 25 Ton Off-road trucks (I-Iauling debris one way and channel emb~uikment from pond to outfall channel) • Excavator loading trucks with dirt for channel embankment • Excavator Digging hole for debris • Dozer pushing debris This proposal does not include any fine grading nor restoration to the BDD4 PAVING • BRII}GES • LIGHTRAll, • SEWER • WATER 208]0 P'ERNBUSH • HOUSTON, TEXAS 77073 • (28t) 821-4091 • FAX (281}821-2995 4n Fyuu! Oppornrrdty f_btplo}per • Page 2 Sincerely, i \ ~Z..l~.,k,~-o Joshua M. Williamson Project Manager Texas Sterling Construction Co. 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W ~ C `° O 0 0 0 0 cv a~ d c~ d O a> j LL J O _d. ~ U } ~ ~ p) ~ N N N ~ 0 0 0 0 0 0 O O fp I ` O fQ L L_ _ .n ~ ~ .L] ~ ~ J .D J ~ J ~ f- N ~ J L.L J O O ~ I- J J J J J Q O c~ z 0 C~ W I- Q >- J O __ N m c c m L U 0 .__ 0 1] N Q 0 0 0 M W W ~_ '~ O H Daily Production & Time Report Date: s- ~ - D 9 Day: We dnSC~~ Weather: - Location: (~w ~~ Job# ~'o z v Z T Phase# ~ L~ ~2 Wrk Comp# LZi~ mug EMP~oYEE: Hours Hours Hours Hours Hours Hours Total Hrs I Felix Fuentes (970) ~' ~' Martin Alvarez 3325 ~ ~ Julian Ambriz 19) -co 1 - Luis Carlos Barrera 2953 Emiliano Calderon 2932 ~ !d Luterio Pena Jr. 514 Luis Enri ue Zamora 2474 Production 8~ Material Loads Total Tons LF CY Satatinn to ~rat~nn Equipment# Equipment# Equipment# Other 3 Daily Production & Time Report Date: ~ ~]' 09 Day: "[- ~s tau Weather: Job# oZ o z. o9a Phase# r ~ 2 Wrk Comp# L~2c~ cr2{~ EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) f D Martin Alvarez 3325 ~o ~p Julian Ambriz 19 a ,~ ~rLro ~ Luis Carlos Barrera 2953) / o ~ ~ Emiliano Calderon 2932 p ~ v Luterio Pena Jr. 514 O ~ O Luis Enri ue Zamora 2474 Production & Material Loads Total Tons LF CY Satation to Station Equipment# Equipment# Equipment# Other c.. c Sl S-" v~t..e,r ~ ~~ Location: / • .-~~ .. •~ .. ~ ~~ .~~• .v v v~ .v ~ 1 ,vv 1 1 VI V~ L.I Daily Production & Time Report Date: ~ ` /~' ~~` i Day: ~``~'~~`; "~~'~_ Weather: ~~~.;:- k.-,_ Location: cu ~~=1,<; r i ~ ._ ff~ Job# ,~ ,--_ ' j C 7 i_ r ,~ L ^'D 1 1 _ J Wrk Comp# ~ c.Z(~ ~~ ~ ~~'" EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~~1:- ~~ ~ ~ - Martin Alvarez 3325 ~'~ . ~; K j ~ .-- Julian Ambriz 19 ><%o-Irr--- Luis Carlos Barrera 2953 ~~ ~ - ` ~ -- _; Emiliano Calderon 2932 ~~ -? ~ s ,- _ Luterio Pena Jr. 514 l' ~ ~_S ~_ ~, Luis Enri ue Zamora 2474 r' I ( I ~ (/~J s Production & Material Loads Total Tons LF CY satation to Station Equipment# Equipment# Equipment# Other _~~ J ~~y ~ ..~`: ~~;_ 4-- Daily Production & Time Report Date: S- / 2 - 0 9 Day: e sd Q Weather: ~ Location: / f`! u 3s Job# 0 OZ 4 9 pZ o~a2 ~ Phase# 9~'S~ ZL.~ Wrk Comp# uu ~ ~Zt°~ U2.1°l EMPLOYEE: HOUfs Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~ D Martin Alvarez 3325 /c~ /a Julian Ambriz 19 Luis Carlos Barrera 2953 2 ~ /D Erniliano Calderon 2932 z O Luterio Pena Jr. 514 ~o p Luis Enri ue Zamora 2474 Zeao y4. C'a zo.s Ff /o Production & Material Loads Total Tons LF CY Satation to Station Equipment# Equipment# Equipment# Other .-r c -w c ' Daily Production & Time Report Date: S- J3 ' ~ ~ Day:~g~, Weather: ~~ hn ~ Location:_ /Ll.~ 3s Job# vZ r ~ ,. Phase# 24 44~v ~ Wrk Comp# c,?~~ c.ug ~,~ EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~ o ~o Martin Alvarez 3325 ~ ~c Julian Ambriz 19 ~rtroe. Luis Carlos Barrera 2953 /p ~p Emiliano Calderon 2932 g ~~ Luterio Pena Jr. 514 /o ~o Luis Enri ue Zamora 2474 ze A. azos /o p Production & Material Loads Total Tons LF CY Satation to Station Equipment# Equipment# Equipment# Other S our - Ti ~. 2 l.ro Daily Production & Time Report Date: ~' J4-- b~ Day: Weather:, n Location: 1 U ... Job# ~ ~ ~ ~ ry Phase# ~ ZG Wrk Comp# lv~~ ~ZI`i EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) Martin Alvarez 3325 '~ g Julian Ambriz 19 Luis Carlos Barrera 2953 Emiliano Calderon 2932 $ Luterio Pena Jr. 514 Luis Enri ue Zamora 2474 Production 8 Material Loads Total Tons LF CY Satation to Station Equipment# Equipment# Equipment# Other y Daily Production & Time Report Date: ,~- /~ ~ y Day: !-r'~'c~a-y Weather: su~irLV Location: ~f ,~ ,q iii ._.:~- Job# O L bQd z .--~ -- Phase# 2[P ZG S'' Wrk Comp# ~ ~ c,2~~ c.2,~i EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970j y ~ Martin Alvarez 3325 8 ~ Julian Ambriz 19 Luis Carlos Barrera 2953 ~ ~ Emiliano Calderon 2932 ~ g Luterio Pena Jr. 514 -~-- Luis Enri ue Zamora 2474 G ~ `' Production & Material Loads Total Tons LF CY Satation to Station Equipment# Equipment# Equipment# Other S .~`-~ y Notes & Explanations: Daily Production & Time Report Date: ,~ ~~~ y ~ Day:~~rs~f~ Weather: u Location: 1~-{ ' / h_~ Job# _T'o4o2. 7cga Z d Phase# RgLa Wrk Comp# ~uti EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~ p Martin Alvarez 3325 D !d Julian Ambriz 19 Luis Carlos Barrera 2953 p ~ Emiliano Calderon 2932 p a Luterio Pena Jr. 514 / O ~D Luis Enri ue Zamora 2474 ~ O Production S~ Material Loads Total Tans LF CY Satation to Station Equipment# Equipment# Equipment# Other ~• TEXAS STERLING CONSTRUCTION, L.P. Daily Production ~ Time Report Date: (p - 11 ~' D 9 Day: ~ S Cil Weather:~`IQ~ Location:~~~ . D`i0 ~ Job# o~},ot Phase# ' p,3 ZL Wrk Comp# ~ V c,.Z,L~ ~.~ EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) Z v Martin Alvarez 3325 ~p C, Julian Ambriz 19 Luis Carlos Barrera 2953 -7 ~ Emiliano Calderon 2932 Luterio Pena Jr. 514 /D Luis Enri ue Zamora 2474 -- ,.,~~ Production & Material Loads Total T~nc i F rv ~.,....:,... ~.. ~....:_.. Eauinment# Gm~inmonHf c....:._.y_~au a 3 --~-.~.... w~ W - -4rca.ck- D SS ~ 5 TEXAS STERLING CONSTRUCTION, L.P. Daily Production & Time Report Date: ~ ~ 12- 0`~ Day: Weather: u~}l,~ U Location: ~'`>' ~ lp` Job# ~o T 9 Tp9oz Phase# ~ z~. ~~.~ ~ Wrk Comp# ~~ ~ uLL~i. Uu~ EMP~oYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~8 2 ~ Martin Alvarez 3325) o ~ Julian Ambriz 19) Luis Carlos Barrera 2953 ~ g ~~ Emiliano Calderon 2932 ~o O Luterio Pena Jr. 514 ~,. ~ Luis Enri ue Zamora 2474 ZGn.ar, L S Production & Material Loads Total Tons LF CY Satarinn to Staten Equipment# Equipment# Equipment# Other (o _ Date: - ~ -/ 3 9 TEXAS STERLING CONSTRUCTION, L. P. Daily Production & Time Report Day: a Weather: u ~ Location: Job# ~ _ 0 ~ 0 oz. Toyp 7'o9oZ Phase# d ' Z7 ~7 _ ~ ~ Wrk Comp# ~! G ~ I,ZCti ~,~ EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) Martin Alvarez 3325 ~ $ Julian Ambriz 19 Luis Carlos Barrera 2953 2 L Emiliano Calderon 2932 ~ S Luterio Pena Jr. 514 8 ~ Luis Enri ue Zamora 2474 2. (~, Production & Material Loads Tntal Tnnc ~ F rv ~..~_~:__ ._ ~._.~ EQUiament# Ff1111-1M~Il+~ c,...:....___ul ---- ~.~...r....,,..~.r vu~c~ S~,I 7 SS ~ ~ S- to Z G 3-" 3 Date: ~a /.~ -y~ Job# 0 0 o Z ~ ~, Wrk Comp# 4 y ~u~ ~% EMFi_oYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) o l v -~- Martin Alvarez 3325 p o Julian Ambriz 19 Luis Carlos Barrera 2953 j-' ~ o Emiliano Calderon 2932 ~a ~o Luterio Pena Jr. 514 ~ o ~ D Luis Enri ue Zamora 2474 ° - b ~F f ;,I a. ~~ rf Production & Material Loads Tntal Tnnc I ~ rv ~..~_~:__ ._ ~~_..: :quipment# Equipment# Equipment# Other w- ~ivw v i u~ui~v wIV.71 RIJI~ I IVIV, L.I"'. Daily Production & Time Report ~ . Day: Weather: Sc.-~nln~ h~,~- Location: ~ ~r-Q.oe~, ,,< ~~ TEXAS STERLING CONSTRUCTION, L. P. Daily Production & Time Report Date: ~- /~J - ~~ ~ Day:_ c:c ~~'~~L Weather:~~ ,.~~ Location: - ,,.,C~, Phase# ~y-~ z<.~ Wrk Comp# i uu~ c,u5 EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) 5-- .~ 5 ~- ~ Martin Alvarez 3325 0, ~ Julian Ambriz 19 - Luis Carlos Barrera 2953 j o ~ Emiliano Calderon 2932 ~ ~~ Luterio Pena Jr. 514 ~ Z' C~ Luis Enri ue Zamora 2474 ~------ ___----- ~. / 0 Production & Material Loads Tntal Tnnc i F rv ~_._~:__ ~_ ~~_.,___ ~i~ ~c ~> ~ S 1 cyZ-~,- ' ~ - - - =--~ Notes & Explanations: Superinten Equipment# Eauinment# Fm~imm~n*# ~a~__ TEXAS STERLING CONSTRUCTION, L.P. Daily Production & Time Report = Date: _ ~„ - ~ j-~ `~ Day: 1,{JNc~ Weather: Location:_~~ Job# i T o o'Z- ~-o~o ~-- T 9~z Phase# 25 Zc,s Wrk Comp# % 4Z.{~, uZ.rS EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ~ ~ U Martin Alvarez 3325 Iv ~~ Julian Ambriz 19 -- Luis Carlos Barrera 2953 f ~ • Emiliano Calderon 2932 ~o ~a Luterio Pena Jr. 514 ~, Luis Enri ue Zamora 2474 - - Production & Material Loads Total Terns i F rv c~+,,,,,., +„ c*.,~;,,., Equipment# Equipment# Equipment# Other _~ to S TEXAS STERLING CONSTRUCTION, L.P. Daily Production & Time Report Date: ~ -- / ~' ~~ Day: Weather: Location:_~g~_~,~ ~, ~ .,~- Job# T 'i"C~`ta2 Topics ~ ,-, '/ Wrk Comp# ~7 ~ 4u~ ~,~g ~u~ EMPLOYEE: Hours Hours Hours Hours Hours Hours Total Hrs Felix Fuentes (970) ,3 , s` z s Martin Alvarez 3325 2 -S ~ /Z S- Julian Ambriz 19 ~,._~ Luis Carlos Barrera 2953 ~, /2, s- Emiliano Calderon 2932 2,S- ,~ Luterio Pena Jr. 514) - ~. ~ ~ Luis Enri ue Zamora 2474 Z ~• c~va S~ ~2-S" Production & Material Loads Total Tens l F w c~.~~;,.., .., a+~«.,,., Equipment# Equipment# Equipment# Other Notes & Yage 1 0> 1 Brightwell, Hugh Erom: Josh Williamson [jlliamson@texas-sterling.com] Sent: Thursday, June 18, 2009 1:37 PM To: Brightwell, Hugh Cc: 'Andrea Brinkley'; Stroud, Brian; jweir@texas-steriing.com Subject: Revised Proposal for Debris Removal Attachments: REVISED Prop-001A Debris Removal in Outfall Channel (Buried).pdf Hugh, Attached is the revised proposal for the debris removal. As you can see on the second page of the proposal we quoted it lump sum and we requested 21 days. We quoted this lump sum because of the difficulties there will be quantifying the debris. Between the time we've spent on excavating and separating the debris and the time we are going to spend once we start working on it again I feel like time wise it wilt be an accurate estimate regardless of whether it is 10,000 cubic yards or 13,000 cubic yards. I would be much more hesitant to do this if we were providing the trucks but since BDD4 is providing them we are willing to take on this risk. We can do a unit price and do plan quantity measurement if you would rather da that but I feel like we're in the ballpark estimating 14,000 yards. If you have any questions please feel free to contact me. Thank you, Josh Williamson Project Manager/Estimator Texas Sterling Construction Co. 281-821-9091 6/26/2009 Yage 2 of 2 From: Josh Williamson [maifto:jwilliamson@texas-sterling.com] Sent: Thursday, June 18, 2009 10:55 AM To: Brightwell, Hugh Cc: 'Andrea Brinkley'; Stroud, Brian; jweir@texas-sterling.com Subject: revised proposals Hugh, The two revised proposals are attached for the arch pipe and the open cut 30-inch casing. Let me know if you have any questions. Thank you, Josh Williamson Project Manager/Estimator Texas Sterling Construction Co. 281-821-9091 NOTICE -This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer. 6/26/2009 June 1~, 21n9 %lr. f-iuf;f1 ?). Fi! ~h~-well i~,cc~t~s En~ii7t~criz~g Grnu~~, Il,c. Houston, 'I exits ~ x'4152 R~~~ ^~ta~nolia [:c~<tc[ Expansion C'L~t~ Ptc~ject Nc~.: "f%C)L~~1 E.iid No.: ~i I(~9-lfl Proposal 0O1 t~ - I ~et-rris Rt~tr~nval Dear Mr. Bri4;lzkT~:: eli, Thy following is Hte hropc~sai for the debris removal ot~t cif the ot~tiall ehi7.-~nel [lased on tl,e i[iscussicros ~~re ha~.1 l.~~ith ti~t~ drauZage district can Tue;dav, ;u!1c 1c;-`~. This p~'opc~sal includes the supervision, Iabor and equil-~ment used Er,r exca;:lting and separating t}Z~ debt-is uh to this point a~: well as ~whatwe are to f,.~ovid~~ t~°iti-e the drainage district assisting t« complete tl~e clebz'is removal. Texas Sterling is to prc?~-itle: Excavator to load det~ris ~:.c~ml.,actor to coz~ipact ~ lirt over the debris 4 Dozer manipulating ct~nbankzxient in charu~el pond. F3DDF} is to prop i~ie: e 2 - ?5 Ton Otf-road trucks ;}-tauling debris one way an~i channel embankment frrtnt pond to autfal} c113nnel) Excavator loading trucks anc} casting dirt a Dozer pushing debris This propc>s~ c-lcies not inrtudc anv tine f;~•~~c}ii7f; nc~r restoration to the BDD~ SincereIv, 1 , ,• 7 sr ,~ ~~ ,,~ Joshua ~l. 1'4'illiamson ~)'o~e~t [~11a11.~1gt1" TtXeIS ~t:'rliIl4~ C.OI154TUCk1C?1` CO. ?f@yil+ RI'.€i!''1'r3d _€f ~x .;;v`i'a ..3 ..1„~r~7~~•{.c:3~}`s,,?.-;v ~'4':~z.ti~_f},~ d u':~~`w C O U C O U C .~ V1 x F- ' ~V U'O O'O 1 ~ ~ ~ '7 O ;COiV'.O'N OO O N N~ . . p e0 O ((7 et ' , ~ W O M : CO N ' ct O O O c[) c0 ~ NI 00 p O)Ip - I 1 ~'. ~ ~ G) OIV :~ V~O ~O O'^ CO M! _ GP M 64 N ;1~ '. ~ 64,E N0 S ~ tfa 69 69 ~ ~ ; :O ~ M',c7 ' ~' ~ ' i ~, ~ , i O ~ 1 o M I I, iF- ~ I 1 ' _ .. _. ~ _ _ d' ~ O 1 O V ! ~ - ~. . 0'.' - ~ I O - ~' !!f1 I ~i 1 I I ! W O ~ ~ 1 ' !- .= I : ~ I 1 t I '. 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I ~ .O SIN N, ~~¢ 1 i N ;~f?I 1 i I iYl I I I iN Ir ~N rN 1 ~O~ i01 I ~~ ;7, I I j I i j~. 1 1 1 ~i I i; i 1 i u! . i ~ ~: C~ ' ! I_ I al ~ = I ~ i ~i ...- .._ _.__.. i.__L _~_- 1 i .L. 1 1 ~ ~ 1 ~„ ~ ~ j I I I 1 ~ ~ ~ I I 1 I $ col Qlo 0 0 0~ ~ :~I ~ ~ I 1 I ~. I ~~: i o'mlc~,m'~~ iy o ~;- I j j Imo, l~~~, N~ i ; ~ U m N Q.I 1 I O ~ ~ ~ a~ . , ~ o. o. ~. ~ p i i~, dip, :cu a71NiN` d m:~ 1 , :: ~i~ ~~~~ i 'a ~ ~'~ olol~ o'`oiaio `o. Io `o i 3.~rL I { -3:' O'7'. OI Q1 .O[D Ni~ViCtlitE; (9~N ~t0' ~6i ~t/TiF- NO. '~,~~~!O~O'~F-- J:~-I:-11~I-I. ~,-~.J .~ m C C l~ V .~ O N 47 Q r O O !a. O W ~_ Ltl _~ ~' O F- ~~~l~14~1~~1T -_ __ -_ ~'~R4T1~~ o vvnv_equ pmeni•,vatch.com Rentai Rate Blue Book® Hitachi ZAXI5 330LC (disc. 2006) Crawler Mounted Hydraulic Excavators Jun 18, 2009 u.~- r 40.E .~ Size Class: Operating Welyht: 33.1 - 40.0 MTons Weight: 73,500 lbs. Configuration for ZAXIS 330LC Power Modo Diesol Operating Weight 33.3 MT Bucket Capacity -Heaped 1.85 cy Net Horsepower 247.0 Equipment Noes: General Purpose bucket included in rate, unless otherwise noted. Blue Book Rates " FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rates' Operating Costs Monthly Weekly daily Hourly Hourly Hourly PublishedRales $10,705.00 $2,995.00 $750.00.' $115.OC $74.55 $135.37 Adjustments Region (100°!) _ _ Model Year (100%) - _ _ Ownership (100%) - _ . Operating (100%) Total: $10,705.00 $2,995.00 5750.00 $115.00 $74.55 5135.37 Rate Element Allocation Element Depreciation (ownership} Overhaul (ownership) CFC (ownership) Indirect (ownership} Fuel (operating) @ $3.96 Revised Date: 2nd Halt 2008 Percentage Value 38% $4,067.90 ! mo 41% $4,389.05 / mo 13% $1,391.651 mo 8% $856.40! mo 55% $41.08 / hr All material herein ©2003-2009 Penton Media, inc. All rights reserved- Page i of 1 __ ~~4~~ o vnvw.equ{pmentwatch.ram Rental Rate Biue Book® Jun ts, 2oos ,i , Caterpillar 8't5F (disc. 2007) Self PropaRed Pad Foot Compactors ~ ~ i , ~ i ' I;' Sfze Class: T °q. , Net Hp: 200 - 299 HP +~_ `' "' Weight: . _ _ 44, 853 I bs. Configuration for 815E Power Mode Diesel Fron[ Wheet Size 40.5" X 38.5" Net Horsepower 240.0 Transmission Rear Wheel Size Powershift 40.5" X 38.5" Blue Book Rates " FHWA Rate is equal to the monthly owne rship cost divided by 176 plus the hourly estimated operating cost. Ownership Casts Estimated FHWA Rate" Operating Costs Monthly Weekly Dally Hourly Hourly Hourly Published Rates $12,220.00 $3,420.00 $855.00 $130.00 $69.85 $139.28 Adjustments Region (100 % } - - _ _ AAodel Year (100°/) - - _ _ Ownership (100%} - - _ _ Uperating (100%} Total: 512,220.00 53,420.00 $855.00 5130.00 569.85 $139.28 Rate Element Allocation Element Percentage Depredation (ownership) 37% Overhaul (ownership) 40% CFC (rnvnership) 12% Indirect (ownership) 11°~ Fuel (operating) @ $3.88 $g°,~ Revised Date: 1st HaH 2009 Value $4,521.40 1 mo $4,888.001 mo $1,466.40 1 mo $1,34420 I mo $41.44 / hr All material herein .~ 2003-2009 Penton Media, Inc. At! rights reserved Page 1 of 1 ~- ~~ll1~l`~1~lr1 "~' _ ~'V,AT's~ ~! vnvw.equlpmanhvatch.com Rental Rate Biue Book® Jun 18, 2009 Caterpillar D5C XL SER(E5 III HYSTAT (disc, 2002) ~ ,' '`~ ~ Standard Crawler Dozers l.S'\\' -ff~~,, ` '-' . ~ Size Class: ix r- - Net Hp: 85 - 104 HP ti ~',,..,~._ ~° Weight t~' ~'~sF' + 19,447 tbs. ~ t. Configuration for D5C XL SERIES ill HYSTAT Power Mode Diesel Dozer Type Power Angle TIIt Operator Protection ROP3 Net Horsepower 90.0 Equlpmeni Notes: Includes dozer blade and operator protection as listed. i31ue Book Rates " FHWA Rafe is equal to the monthly ownership cost divided by 1 J6 plus the hourly estimated operating cost Ownership Costs Estimated FHWA Rate`"' Operatin0 Costs Monthly Weekly Dally Hourly Hourly Hourly Published Rates $4,270.00 $1,195.00 $300.00 r $45.00 $31.35 $55.61 Adjustments Region (100%) - _ _ _ Model Year (100%) - _ _ Qwnership (100%) - _ - _ Operating (100°!°) Total: $4,270.00 $1,195.00 $300.00 545.00 $31.35 $55.61 Rate Element Allocation Element percentage Value Depreciation (ownership) 31% $1,323.70 / mo Overttaul (ownership) 48% $2,049.60 ! mo CFC (ownership) 12°/ 3512.40 / mo Indirect (ownership) 9% $384.30! mo Fuel (operating) @ $3.96 d8% $14.97 J hr Revised Date: 2nd Halt 2008 All material herein rJ 2003-2009 Pentun Media. Inc. All rights reserved. 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I a;~li6 m ~l i c Ala al C I c .~~ I I IOLE:~ ~~ I i xx ca ai i` (OiQ iU U~U,f 6'N N I ~~F-N i~~ ~ ~ fp c9 fp cU ~ ~J iLL. ~-~~O ~.O '.~ F-:J J iQ!__ o chi S' O Q'W 69' ~69 rA ' Q , I '-: i ~ i ~ i I _.. } _~~ ! ( ! wI~ a~ a~ .OiO.OI O. p~L L ~' I '.J:J IJ IJ- ~ 0 W ,F J'W - ,~ ~~ '} a v ~` ~' ~ ~~~ h~. '~`" Q1_ 1 . J'aO I~_ ~~~~~~ :~ ~' itiio. i wi ~ I I ,~ ,? ~`~~~ ti^. ~ ~~~~ ._ {-• -~ ~ ~. .,, ~-i .--V.~ E~-~- ~~ ;mil '141 ,~ r~ 4F ~` ~ ~°~ € ~° p... ; k S 6 ^~ 4~ ` 4 ,~ .~ ~~ CITI' OF PEARL:~vD PROJECTS DEPt1R'fRIf:NT 3519 Libert~~ I)ri~e, Suite 30b Pearlaud, "Texas 77581 w~- ~~.cih ofpeartand.con>/projects Request fo><• Proposal 1. Project NO. (FILE NO.): T70041 ?RFP NO: 02 - A 3. PROJECT NAME: Magnolia Road Expansion, Phase ? 4. CON"I~R.AC"I'OR: Texas Sterling Construction, Inc. S. CON"T'RAC'T NO: 6. REFERENCE RFIs: RFI 13 7. Contractor is requested to furnish a price proposal for the work described below. Please complete, sign, and return the proposal at your earliest convenience. Contractor is NOT authorized to perforn~ this work until receipt of a duly authorized Change Order or Work Change Directive. ITL~1 ~~_ DESCI2IPT[O:~ 1 Provide a wait price bid item for C~' for excavation of dirt at the BDD4 pond and placement of this material in Ma~~olia bridge embankment ; Provide a unit price bid item fir CY for additional over-excavation and placement of honed debris found along the proposed Outfall channel to the BDD4 pond, het~ticen apprusimate Sta. ??+00 and Sta. 24+50 at the BDD4 pond, with 3 ft. cover. Estimated quantity is 14,000 CY. Unit Price cost is t~~ inciucle all supcrvisi~n, labor, equipment, materials and markups. 3. KEQ(~~S'I'ED BY: ~~j 5 ,, ,,~,~ MANAGER (Signature] DATE Cun;tructi~in I Ot ( i?. Re~i:ed 7 2i 0$ t'age 1 of 2 Brightwell, Hugh From: ABrinkley@ci.pearland.tx.us Sent: Friday, May 22, 2009 1:38 PM To: Josh Williamson Cc: Brightwell, Hugh; ABrinkley@ci.pearland.tx.us; Stroud, Brian; Cooper, April; Hinton@bridgefarmer.com; eddie@kirstkosmoski.com Subject: Magnolia Road Expansion, Phase 2 - RFP02 A -Debris in Outfall channel/ BDD 4 Pond Excavation Attachments: RFP02.doc; RFP 02-A 052209.pdf Josh - After additional discussion internally, the City would like for Texas Sterling to also price another disposal method for the debris, one that may save cost on disposal, and allow for the project to obtain dirt for the embankment is not available due to the debris field. Additionally, the City would like TSC to pursue the option of salvage / recycling of the concrete and scrap metal. I have attached RFP 2-A for your review and action. appreciate the work effort involved in providing two proposals. Andrea DeKam Brinkley, PMP Project Manager Projects Department City of Pearland Phone 281-652-1797 abrinkley@ci. pearland. tx. us Magnolia Road Expansion, Phase 2 - RFP02-Debris in Outfall channel 19rightw€Il, Hugh to: Josh Williamson 05/16/2009 03:44 PM ~~; ABrinkley, "Stroud, Brian" Josh, Please find attached request for proposal for a unit price based on the presently quantified debris field. We will issue a WCD to get you started as soon as we agree on a unit price to be added under Extra Work items. Be Safe. Hugh D. Brightwell Sr. Project Manager Construction Manager Jacobs, North American Infrastructure 5995 Rogerdale Road Houston, Texas 77072 6/2/2009 Yage l of l (713) 832-7230 Main (281) 983-2342 Direct (832) 473-2160 Mobile hugh.brightwell@jacobs.com r'!case n;,te niy em?if adi~fess has Chanr~ci NOTICE -This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer. 6/2/2009 - ~ ~- h June 4, 2009 TE~:AS STERLING C()NSTRUCTInN CU. Mr. Hugh D. Brightwell Jacobs Engineering Group, Inc. 5995 Rogerdale Rd. Houston, "Texas Ti052 Re: Magnolia Road Expansion COP Project No.: T70t)41 Bid No.: 11(}9-10 RF{P: 02-A Dear Mr. Brightwell, In response to request for proposal number 02-A. Texas Sterling requests to utilize bid item number 26, Excavation and Backfill for Structures Drainage Excavation, and over-run the existing bid item by an additional 14,0(1() cubic yards at the unit price of nine dollars and ten cents per cubic yard for a total cost of X127,400.00. Under this bid item we would be covering alI costs associated with the debris removal in the channel and burying it in the BDD4 pond as well as the additional excavation requested for the embankment in the header banks. It is assumed that alI of the debris is broken concrete and rebar. In addition, Texas Sterling requests an additiona130 calendar days for the proposed work. If you have any questions please do not hesitate to contact me. Respectful~ly~,J Joshua M. Williamson Project Manager Texas Sterling Construction Co. JW/adm PAVING • BRIDGES • LIGHTI2AlL • SEWER • WATER 20810 FERNBIISH • HOUSTON, TEXAS 77073 • (281) 821-9091 • FAX (281) 821-299.5 ter [qun! Opporluniry F.»p~(~ryer CI I'Y OI' PEARLAND PROJECTS DF.,PAR`T~ti~IENT 3519 Liberty Drive, Suite 300 Pearland, Texas 77581 www.cityofpearland.com/projects Request for Proposal 1. Project NO. (FILE NO.): T70041 2.RFP NO: 02 3. PROJECT NAME: Magnolia Road Expansion, Phase 2 4. CONTRACTOR: Texas Sterling Construction, Inc. 5. CONTRACT NO: 6. REFERENCE RFIs: RFI 13 7. Contractor is requested to furnish a price proposal for the work described below. Please complete, sign, and return the proposal at your earliest convenience. Contractor is NOT authorized to perform this work until receipt of a duly authorized Change Order or Work Change Directive. ITEM NO. UF.SCRII''fION 1 Provide a unit price bid item for CY of removal and proper disposal of buried debris found along the proposed Outfall channel to the BDD4 pond, between approximate Sta. 22+00 and Sta. 24+50. Estimated quantity is 14,000 CY. Once a unit price is agreed upon a Work Change Directive will be issued to allow the work to proceed. Unit Price cost is to include all supervision, labor, equipment, materials and markups. K coN ~Y /f r/ MANAGER / PRnJEC ENG1' ~Signalurc~ s/ i r,/~ou~, Dr~TE Constniction 1 Of 1 52. Revised 7/25/OR rake i of i Brightwell, Hugh From: Josh Williamson [jlliamson@texas-steriing.com] Sent: Tuesday, May 26, 2009 11:36 AM To: ABrinkley@ci.pearland.tx.us Cc: Brightwell, Hugh; Stroud, Brian; jimmy weir Subject: Revised Proposal Including Dump Fees Attachments: Prop-001 Debris Removal in Outfall Channel.pdf Andrea, Attached is the draft of the proposal regarding the debris removal using the first scenario we came up. As we discussed over the phone, I will be out there either tomorrow afternoon or first thing Thursday morning to go over the second scenario and see what we come up with. If you have any questions please feel free to call me. Thank you, Josh Williamson Project Manager/Estimator Texas Sterling Construction Co. 281-821-9091 6/2/2009 C .3 rn c O U .~ to X N H j O 0 O m O I I ' cD 6 m cp N O S l u'7 I O10 cn f- O 1 r~ O v N v O cD I th a N O v c0 v fD I ~ M rn ~, ~ ~ ~O cc ~ fA fA 69 fA i I ai I O O) V I ~ ~n i 7 N d9' I N 69 N 6'1 V' 69 Ef) ~ ~ ~ I f` ~ U_ ~' Ei3 V B~ ~ S o~ B ; o~ o o o ~ a p pj o ~ ~ .~ ~ ~~ , ~ I ~ I f i i I I N m S ~ C j ~ 1 ~ ^ Q7 ~-- N N r-- - TI I M ~ p M cD --... - ~ ( G ~ ~ st ~ V ( ~ ` ~ O ~ I Hi r ~ ~ ~ _ S ._ I __. ~ - N N _ __ p ~ ~ ~ Q I X Q ~ O Q ~ W U ~ W U i ~ ~I I i j I N U ~ ~ m E O ~ o I I ~~ i ~ ~ `9 o E ~ c I ~ m ~ ~ ~ E ~ w . 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BFl b KKI Estimate of Cost Impacts for Debris in Outfall Channel Date: 8/1612009 Jacobs Carter Burgess Parallel Estimate Cost to excavate and Load and Dispose of concrete and steel debris between Sta. 22+t10 end Sta. 24+50 250'L x 1001N x 13' deep ubor Description Qty Rate MH Total Foreman $ 25.00 $ - Labor 1 $ 12.00 100 $ 1,200.00 Operator 1 $ 14.00 100 $ 1,400.00 E - $ - $ subtotal s z,eoo 00 Burdent~ 55% $ 1,430.00 Torsi Libor Cost f 4,030.00 EQulpmea Description Qty Rate Time Total PC400 Trackhce 1 S 186.30 100 $ 18,630.00 $ - $ - s - s - s - s - s - s - s - $ - s s Blue Book Rate 70% forOwn O Sec. $ 160.00 S 112.00 74.3 10.28 5 $ s $ s s Subtotal $ 18,830.00 Taxes ~ 8.5% $ 1,490.40 row ey„l~«K cow s zo,12o.40 Malarial Description Qty UnR Unit Cost Total $ - $ - s - s - s - Total Matartsl Coats SubcorWactor Description Qty Unit Rate Total 20 CY DumpsterfTrcuk 692.13 Load $ 200.00 $138,425.93 Subtotal $138,425.93 Otf ~ 10% $ 13,842.59 Total Subcontract f 132,2af.52 Subtotal S 24,150.40 or+ 10% $ 2ats.oa ~~+ $178,833.96 subtotal f 187.775.96 i 0% f Taal Valve $187,775.66 2 item Qty. Unil Rate Tote) ' ~) / ~~ Debra rerrrovai and haul otf 692 Lds $ 271.35 S 187 775.66 Project: Magnolia Road Expansion, Phase 2 Estimate of Cost Impacts for Debris in Outfall Channel Date: 5/16/2009 Limits of debris field, Sta. 22+00 to Sta. 24+50, 100'W, 13' deep average. fluff factor 250 100 13 12,037.04 CY 115.00% 13,842.59 CY 20 CY Dumpster $200.00 Ea. $138,425.93 Estimated cost 692.13 Loads 10 Minutes/Load 115.35 Hours x {?~yi~?{~'~{2 4~ 4~ Carter~~Burgess Job No.:~Z}v~Disc.: Job Name: ~ v~^-~~~ Date: ~ ~ ~ ~ Sheet of BY. ,.-~'~.. ~ -, ~, _ % :~> CITY OF PF,ARLAND PROJECTS DEPARTMENT 3519 Liberty Drive, Suite 300 Pear[and, Texas 77181 www.cityofpeA rland.co rn/projects Request For Information Ciiy of Pearland Project No T70041 RFI Number: 13 Project Name: M nolia Kd. Expansion Phase 2 Contractor: Texas Sterling Construction Co. Specification Number: n!a Drawing Number: n/a Response Code: x Critical ^ Routine Date Response Required: _5/28/2009 (within 10 working days of receipt j Information Required: in the outfall channel, we have come across some buried debris consisting mainly of old broken concrete, rebar and wire mesh. What are to do with the debris and how arc we to he compensated for dais unforeseen debris removal? r` `;~ Signahfre "i-itle Response: Date . I ~'1v~. ~F'l w~, v~o~. ~ceptct}..,k, a....d ~,n, 2~-~~c~d~_ ~ w*-~~`'`~"'At`u'~, ,v-9b. ~:.,..- v~R~ ~-.a..~~,.~, ~- 5 l(2! oil . i s C. ua, t~ ~`~>~„~ y o"`" .,Rx~c o~G-*T.~, ~~- . ~~~ ~ ate` ~n.pt~ o~, ~,~.~. Q'° Pt2-°"~~-'~- a- .-~~c~-d~. ~~, ~~. ~..,~ovc~ c~ d~°~aa~, ~ ~a,.d~. o~.a~ ~~t, ~2,~ c~ (z~c._. C-~.b-~t~ ~^~ • ~ ~ao~.. ~c~r- ~nc~- w~-t~`- -t/1.~. t~-~~d~- S~(51Zooo City Mana o ec eer gnature Date Respo se RFI does not au horire change in contrru7 time and price. !flhe CorTtraclor believes the response given requires an udjustnreni in canlract time or contract price, the contractor shall submit a timely proposal so as not to delgv contractor's x~ork fir accordance wiih Ilte Genera! Condifiorrs. Article ."/ - Chm~ges in the work Construction 1 Of) 51. Revised 7/ZSlD8