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HomeMy WebLinkAboutC2011-018 - 1/25/2011 - ApprovedEngineering Laboratory Materials Inspection & Testing Services This AGREEMENT is between the City of Corpus Christi, Texas, a Texas home- rule municipal corporation, "CITY", acting through its duly authorized City Manager or designee ("City Engineer"), and Rock Engineering & Testing Laboratory, fnc., a Texas corporation or partnership, "LAB", acting through its duly authorized representative who is ~~r~-i s '12cc~. Name) ~ne~5 ~' (Title), which agree as follows: ~,nc~y~,r 1. DECLARATIONS "CITY" desires to ratify services provided by the "LAB" to permit payment in connection with City's project, described as follows: Kostorvz Phase 1 and Phase 2 (Proiect No. 6489 & 64901 "PROJECT". 2. SCOPE OF WORK "LAB" has provided services to the PROJECT in accordance with the accompanying Scope of Services and Fee Schedule attached as "Exhibit A" and the Terms and Conditions to AGREEMENT attached as "Exhibit B". 3. FEE The "CITY" agrees to pay the "LAB" for services provided in accordance with Exhibit "A", Scope of Services and Fee Schedule under this AGREEMENT,. a not to exceed fee of $'149,379.Oa (in figures), (One Hundred Forty Nine ,Thousand Three Hundred Seventy Nine and nolxx dollars (in words). ~ .~~__ 4. INDEMNIFICATION AND HOLD HARMLESS The Consultant agrees to indemnify, save harmless and defend the C'tty of Corpus Christi, and its agents, servants, and employees as more fully set forth in Exhibit "C". 5. CITY'S DISCLOSURE OF HAZARDOUS & TOXIC MATERIALS AND CONDITIONS AT THE PROJECT SITE. That to the best of the City's knowledge, based upon currently available information, the only hazardous or toxic materials, as defined by the laws and regulations of the Federal government, the state, and city which exist at the PROJECT SITE are as follows: None. CITY O~ C~?RP RISTI z B ~9~~ By: ~ 0/ Johnny Perales, P.E. (Date) Assistant City Manager ATTEST: ~./ r /~, Armando Chapa, City Secretary (Date) APPROVED AS TO FORM: BY (S~GNATURE) c~ ~~/~~ (Date) 6817 Lea and Street (Address) Corpus Christi, TX 78409 (CitylState/Zip) 361-883-4555 Fax: 361-883-4711 (PhonelFax No.) ~y ~ ~o Legal D part nt (Date) 5509206-000 -107126 $79,017.00 55092 -3546-D 00-107121 $7D,362.D0 _~ a Za>i ><-o><s Mza~i-a3z az~~.s~ii Rock Eng. & Testing Lab. ~` .~ ~urr~o~r~~ ~~ c~r~~c~t .,~~,5 l l ~'Mma~"...rwr ~ $~~ ~r~~~ ~~D~~~~ • GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING & TESTING • SOILS • ASPHALT • CONCRETE City of Corpus Christi P.O. Box 9277 Corpus Christi, Texas 78401 Attn: Mr. Pete Anaya, P.E. -Director of Engineering SUBJECT: ESTIMATED TESTING BUDGET FOR THE PROPOSED Kostoryz Road, Phase 1 & II City Project No.: 6489 & 6490 Corpus Christi, Texas RETL Proposal Number: P121410C Dear Mr. Anaya, Rock Engineering and Testing Laboratory, Inc. (BETE) is pleased to be selected to perform the required Construction Materials Testing for the above referenced project. The Estimated Construction Materials Testing Budget for this project Phase I is $79,017.00 and Phase II is $70,362.00. The estimated construction materials testing budget is based on a review of the information provided to RETL. An estimated breakdown of field and laboratory testing required is included as an attachment. Please make note that the actual fees invoiced for this project will be based on the actual testing performed. The total fee assessed will be dependent on the contractor's construction techniques, number of trips made to the jobsite, elapsed time from technician arrival to commencement of testing activities, and any time the technician is required to be on-site blot not performing testing activities. In addition, in-place densities will be invoiced for a minimum of 3 in-place densities per trip. Please be advised that weekend Technician time will be invoiced portal to portal at an additional rate of $24.00 per hour. RETL appreciates your consideration of our firm to assist you during the construction phase of your project. If you agree with this proposal, please sign the attached Laboratory Testing Services Agreement, submit the Distribution List and provide billing information. Please do not hesitate to contact me at (361) 883-4555 if you have any questions regarding the proposal or world [Ike to discuss further. Sincerely, Sandra Kirk Project Estimator ROCK ENGINEERING & TESTING LABORATORY, INC. 6817 LEOPARD STREET • CORPUS CHRISTI, TEXAS, 78409 OFFICE: (361) 883-4555. FAX: (351) 883-4711 • www.rocktesting.com Exhibit A Pa e 7 of 9 7 December 29, 2010 Date; December 29, 2010 Project Name: Kostoryz Road, Phase I (From Horne to Sunnybrook Road w/ B rawner bitch Off-Site Drainage) City Project No.: 6489 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Test~uantitX Unit Fee Fee PART B -STREET {RIGID PAVEMENT) Concrete Description: 7" Reinforced Concrete Rigid Pavement (Incl. Curb & Gutter} Square Footage: 207,864 Square Yardage: 23,096 Set Size: Concrete Cylinders {set of 4} 90 $152.00 $13,680.00 Tast Schedule; 1 @ 7 days & 3 @ 2$ days Concrete Strength: 4000 PSI Test Frequency: 1 set per 50 CY HMAC Description. 1° HMAC -TYPED Sampie Charge $SO.OD $]50.00 Square Yardage: 23,812 Tonage: 1,310 FuEI Series Freq.: 1 every 500 Tons or Day 3 $533.00 $1,599.00 Gored in Place Freq.: 1 every 300 LF of Street 12 $86.OD $1,032,00 Base Cement Stabilize Exist 5" Caliche Description: Subbase (3%} Sample Charge $50.00 $200.00 Square Footage: 212,786 Linear Footage: 3,482 Number of Lanes: 5 Proctor Type: Standard 4 $197.00 $788.00 Density Requirements: 98% std. f2% opt. Moisture 166 $38.00 $6,308.00 Test Frequency: 1 every 100 LF Street per Lane Subgrade Description: 8" Proof Rolled Non-Yielding Subgrade Sample Charge $50.00 $104.00 Square Footage; 212,786 Square Yardage: 25,77! Linear Footage: 3,482 Number of Lanes: 5 Proctor Type: Standard 2 $]74.OD $34$.00 Density Requirements: 98% std. at ar above opt. Moisture 175 $38.OD $6,650,00 Test Frequency: ]every I00 LF Street per Lane Subgrade Description: 6" Compacted Subgrade Square Yardage: 745 Number of Lanes: 5 Proctor Type: Standard Density Requirements: 98% std, at or above opt. Moisture Test Frequency: 1 every 100 LF of Street HMAC Description: 2" HMAC -TYPE D Square Yardage: 596 Tonage; 66 Full Series Freq.: I every 500 Tons or Day Cored in Place Freq.: I every 300 LF of Street 1 of 8 Sample Charge $50.04 $50.00 1 $174.00 $174.00 26 $38.00 $988.00 Sample Charge $50.00 $50.00 1 $533.D0 $533.00 1 $86.00 $86.00 Exhibit A Pa e 2 of 17 z Date: December 29, 2010 Project Name: Kostoryz Road, Phase I (From Horne to Sunnybroak Road w/ Browner Ditch Off-site Drainage} City Project No.: 6489 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Test uanti Unit Fee Fee Base Description: 8" Crushed Limestone Base Sample Charge $50.00 $50.00 Square Footage: ] 8,342 Square Yardage: 2,038 Proctor Type; Modified I $227,44 $227.00 Density Requirements: 98%mod. ~I.S%opt.Moisture 4 $38.00 $152.00 Test Frequency: I every 200 LF of Street Additional Test: Atterberg Limits & Gradation I $160,00 $160.00 Additional Tast: Wet Ball Mill 1 $289.00 $289.00 I-IMAC Description: 2,5" HMAC -TYPED Sample Charge $50,00 $54.00 Square Yardage: 603 Tonage: 83 FuEI Series Freq.; I every 500 Tons or Day 1 $533.00 $533.00 Cored in Place Freq.: I every 300 LF of Street 1 $86.00 $86.00 Base Description: 5" Crushed Limestone Base Square Footage: 5,994 Square Yardage; 6b6 Proctor Type: Modified Density Requirements: 98%mod. f1.5%opt. Moisture 8 $38.00 $304.00 Test Frequency: I every I00 LF Street per Lane HMAC Description: 4" HMAC -TYPED Sample Charge $50.00 $50.00 Square Yardage: ],175 Tonage: 259 Fu11 Series Freq.: 1 every 500 Tons or Day 1 $533.00 $533.00 Cored in Place Freq.: I every 300 LF of Street 1 $86.00 $86.00 HMAC Description: 5" HMAC - TYPE B Sample Charge $50.00 $50.00 Square Yardage: 603 Tonage: ]b6 Full Series Freq.: I every 500 Tons or Day l $533.00 $533.00 Cored in Place Freq,: I every 300 LF of Street 2 $86A0 $172.00 Concrete Description: 6" Concrete Driveway Square Footage; 20,806 Cubic Yards: 386 Set Size: Concrete Cylinders (set of 4) Test Schedule: I @ 7 days & 3 @ 28 days 8 $152.00 $1,216,00 Concrete Strength: 4000 PSI Test Frequency: 1 Test per Production Day z ots Exhibit A Pa e3of17 Date: December 29, 2010 Project Name: Kostoryz Road, Phase i (From Home to Sunnybroolc Road wl Brawner Ditch Off-Site Drainage) City Proj ect No.: 6489 Contact: Mr. Pete Anaya, P, E, Contact Information: City of Corpus Christi Concrete Description: New 4" Concrete Square Footage: 1,632 Cubic Yards: 24 Set Size: Concrete Cylinders (set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength; 4000 PSI Test Frequency: 1 Test per Production Day Curb and Gutter Description; Concrete Curb & Gutter Linear Footage: 832 Density Requirements: 95% std. Density Frequency: I every 200 LF Concrete Set Sizc: Concrete Cylinders {set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 every 1,000 LF Curb and Gutter #2 Description: Type A -Header Curb Linear Footage: 25 Density Requirements: 95% std, Density Frequency: 1 every 200 LF Concrete Set Size: Concrete Cylinders {set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 every 1,000 LF HIKE & BIKE TRA[L - t0' Wide Subgrade Description; 12" Compacted Subgrade Square Footage: 25,910 Linear Footage: 2,593 Proctor Type: Standard Density Requirements; 95%std. +2%opt. Moisture Test Frequency: 1 every 104 LF of Street Concrete Description: 6 "Reinforced Concrete Square Footage: 25,910 Cubic Yards: 480 - Set Size: Concrete Cylinders (set of 4) Test Schedule: I @ 7 days & 3 @ 28 days Concrete Strength: 4400 PSI Test Frequency: 1 set every 4,000 SF 1 Per Day Test Ouantttx Unit Fee Fee 3 $152.00 $456.00 5 $38.00 $190.00 2 $152.00 $304.00 1 $38.00 $38.00 ] $152.04 $152.00 Sample Charge $50.00 $50,00 1 $174.00 $174,40 26 $38.00 $988.00 7 $]52.D0 $1,064.00 3of8 Exhibit A Pa e4of17 Date; December 24, 2010 Project Name: Kostoryz Road, Phase I (From Ilorne to 5unnybrook Road wl Browner Ditch OfF--Si te Drainage) City Project No.: 6489 Contact: Mr, Pete Anaya, P.E. Contact Information: City of Corpus Christi Test Quantity Unit Fee Fee UTILITIES Initial Backfill Sample Charge $54.00 $50.00 Proctor Type: Standard 1 $174.00 $174.00 Additional Test: Atterberg Limit & Gradation 1 $164.04 $160.00 Final Backfill Sample Charge $50.00 $150.00 Proctor Type; Standard 3 $ ] 74.00 $522.00 Cement Stabilized Backfill Sample Charge $50,00 $54.40 Proctor Type: Standard I $]74.04 $174,04 PART C -STORM WATER Stormwater Line Description: 12", 1 S" & 18° RCP Culvert Line Length (LF): 1294 Density Requirements: 95%std.;-]to+3%optimum 26 $38.04 $988.04 Test Frequency: ]every 200 LF per lift Number of Lifts: 4 Stormwater #2 Line Description: 21" & 24" RCP Culvert Line Length (LF}: 185 Density Requirements: 95% std.; -1 to +3%optimum 4 $38,00 $152.00 Test Frequency: 1 every 200 LF per lift Number of Lifts: 4 Stormwater #3 Line Description: 30", 33" & 36" RCP Culvert Line Length (LF): 130 Density Requirements; 95%std.;-lto+3°/a optimum 6 $38.00 $228.04 Test Frequency: 1 every 200 LF per lift Number of Lifts: 6 Stormwater #4 Line Description: b' x 6' RCS Culvert Line Length {LF}: 1,404 Density Requirements: 95% std.; -] to +3%optimum 74 $38.04 $2,660.00 Test Frequency: 1 every 200 LF per lift Number of Lifts: 10 Stormwater #5 Line Description: 8' x 8' RCB Culvert Line Length (LF): 1,542 Density Requirements: 95%std.;-1 to+3%optimum 78 $38.00 $2,964.40 Test Frequency: 1 every 204 LF per lift Number of Lifts: ] 0 4of8 Exhibit A Pa e5of17 Date: December 29, 2010 Project Name: rCostoryz Road, Phase I (From I-Iome to Sunnybrook Road wl Browner Ditch Off-Site Drainage) City Project No.: b489 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Stormwater #6 Line Description: Line Length (LF): Density Requirements Test Frequency: Number of Lifts: Stormwater #7 Line Description: Line Length {LF): Density Requirements Test Frequency: Number of Lifts: inlets Inlet Description: Number of Inlets: Set Size: Test Schedule: Concrete Strength: Test Frequency: Inlets Inlet Description; Number of Inlets: Set Size: Test Schedule: Concrete Strength: Test Frequency: inlets Inlet Description: Number of inlets: Set Size: Test Schedule: Concrete Strength: Test Frequency: 10' x 10' RCB Culvert 507 95% std.; -1 to +3%optimum i every 200 LF per lift 10 Remove RCP Culvert & Backfill w/ Lament Stabilized Sand 4,399 95% std.; -1 to +3%optimum I every 200 LF per lift 6 5' Curb Inlet 27 Concrete Cylinders (set of 4} @7days&3@28 days 4000 PSi 1 set every b items Test OuantitX IJnit Fee Fee FART R -WASTEWATER Wastewater Line Description: Line Length (LF): Density Requirements Test Frequency: Number of Lifts: 5' Extension for Curb Inlet Concrete Cylinders (set of 4} ] @ 7days & 3 @ 28 days 4000 PSI 1 set every 6 items Drop 1 Post Inlet 6 Concrete Cylinders (set of 4) 1 @ 7days & 3 @ 28 days 4000 PSI 1 set every 6 items 8", ] 0" & 16" IiDPE Pipe 1,775 95% std.; -1 to +3%optimum 1 every 200 LF per lift 5 30 $38.00 $1,140.04 132 $38.00 $5,016.00 5 $152.04 $760.00 1 $152,00 $152.00 t $152,00 $152,00 45 $38.00 $1,710.00 5of8 Exhibit A Pa e6af17 Date: December 29, 2D 1 D Project Name: ICostoryz Road, Phase 1 {From Horne to Sunnybrook Road wl Browner Ditch Off-Site Drainage} City Project No.: 6489 Contact; Mr, Pete Anaya, P.E. Contact Information: City of Corpus Christi Test Quantity Unit Fee Fee Wastewater #2 Linc Description: 8", 12" &15" PVC Line Length (LF): ],067 Density Requirements: 95%std.; -I to+3%optimum 30 $38.00 $1,140,40 Test Frequency: 1 every 200 LF per lift Number of Lifts: 5 Wastewater #3 Line Description: 18" PVC Line Length (LF}: 1,160 Density Requirements: 95% std.; -1 to +3°/a optimum 36 $38,00 $1,368.00 Test Frequency: ]every 240 LF per lift Number of Lifts: 6 Wastewater #4 Line Description: Rem. & Repl. $" C900 PVC Line Length (LF); 25 Density Requirements: 95% std.; -1 to +3%optimum 5 $38.04 $190.00 Test Frequency: I every 200 LF per lift Number of Lifts: 5 Manholes Manhole Description: 5" Diameter Sanitary Sower Manhole Number of Manholes: 20 Set Size: Concrete Cylinders (set of 4) 7 $152.00 $1,064.00 Test Schedule: 1 @ 7 days & 3 a 28 days Concrete Strength: 4000 PST Test Frequency: 1 set every 3 items Manholes Sanitary Sewer Manhole Depth Manhole Description; Greater Than 6" Verticle Feat: 147 VF Set Size: Concrete Cylinders {set of 4} 1 $] 52.00 $152.40 Test Schedule: I @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSl Test Frequency: 1 set every 3 items PART E -WATER Water Line Description: 8", 12" & 16" PVC Line Length (LF}: 694 Density Requirements: 95%std.;-lta+3%optimum 16 $38.00 $64$.40 Test Frequency: 1 every 200 LF per Eift Number of Lifts: 4 Water #2 Line Description: 8" & 12" Ductile Iron Pipe Line Length (LF): 126 Density Requirements: 95%std.;-] to+3%optimum 4 $38.00 $]52.00 Tast Frequency; 1 every 200 LF per lift Number of Lifts; 4 fiof6 exhibit A Pa e7of17 Date: December 29, 2010 Project Name: Kostoryz Road, Phase I (From Home to Sunnybrook Road w/ Bro wner Ditch Off Site Drainage} City Project Na,; 6489 Contact: Mr, Pete Anaya, P.E, Contact Information: City of Corpus Christi Test,Q.nantity Unit Fee Fee PART F -ADA IMPROVEMENTS Ramp Description: ADA Curb Ramp Square Footage: 2,431 Set Size; Concrete Cylinders (set of 4} 4 $152.00 $608.00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength; 4000 PSI Test Frequency: I set every 4,000 SF /Per Day Sidewalk Description: 5" Concrete Sidewalk Square Footage: 16,255 Set Size: Concrete Cylinders (set of 4) 5 $152.00 $760.00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI "Pest Frequency: 1 set every 4,000 SF /Per Day PART G - RTA BUS STOP IMPROVEMENTS Ramp Description: ADA Curb Ramp Square Footage: 582 Set Size; Concrete Cylinders (set of 4) 4 $]52,00 $608.00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 set every 4,000 SF 1 Per Day 5 i dewalk Description; 5" Concrete Sidewalk Square Footage: 3,199 Set Size: Concrete Cylinders {set of 4) 1 $152.00 $152.00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: ]set every 4,000 SF 1 Per Day Bus Pad 1 Description: Concrete Bus Pedestrain Pad - 30' x 9.5" Square Footage: 1,140 Set Size; Concrete Cylinders (set of 4) 4 $152,00 $608.00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4040 PSI Test Frequency: 1 set every 4,000 SF /Per Day INSPECTIONS & OBSERVATIONS Field Technician 1 hour 40 $48.00 $1,920.00 CYLINDER PICK-UP FEES Number of Trips: 81 $39.00 $3,159.00 7of8 Exhibit A Pa e8of17 Data: December 29, 20]0 Project Name: Kostoryz Road, Phase I (From Horne to Sunnybrook Road w/ Browner Ditch Off-site Drainage) City Project No.: 6489 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Test Quantity Unit Fee Fee TRANSPORTATION FEES Location: Corpus Christi, Texas 375 $23.00 $8,625,44 ADMINISTRATION FEES ESTIMATED TOTAL $58.00 $58.00 *This is only an estimate. Please make note that the actual fees invoiced for this project will be based on the actual testing performed. The total fee assessed will be dependent on the contractor's construction techniques, number of trips made to the jobsite, elapsed time from technician arrival to commencement of testing activities, and any time the technician is required to be on-site but not performing testing activities. Sofa $79,11]7.00 Exhibit A ~a e9of17 Date: December 29, 2010 Project Name: Kostoryz Road, Phase II (From Sunnyhroolc Road to S,P,LD,) City Project No.: 6490 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi FART I3 -STREET (RIGID PAVEMENT) Test Quantity Unit Fee Fee Subgrade #1 Description: 6" Compacted Subgrade Sample Charge $50.00 $50.04 Square Yardage: 618 Linear Footage: 158 Number of banes: 2 Proctor Type; Standard 1 $174.00 $174.00 Density Requirements: 95% std. at or above opt. Moisture 4 $38.00 $152.04 Test Frequency: 1 every 100 LF Street per lane Subgrade #2 Description: 8" Proof Rolled NomYielding Subgrade Sample Charge $50.04 $150.00 Square Yardage: 3,95] Linear Footage: 2,676 Number of Lanes: 5 Proctor Type; Standard 3 $174.00 $522.00 Density Requirements: 95% std. at or above opt. Moisture 134 $38.00 $5,092,04 Test Frequency: I every 100 LF Street per lane Base # ] Description: 5" Crushed Limestone Base Sample Charge $50.04 $50.00 Square Yardage: 2,111 Linear Footage: 392 Number of Lanes: 2 Proctor Type: Modified 1 $227.00 $227.00 Density Requirements: 98% mod. X1.5% opt. Moisture 6 $38.00 $228.00 Test Frequency: I every ] 00 LF Street per Lane Additional Test: Atterberg Limits and Gradation 1 $160.00 $160.00 Additional Test: Wet Ball Abrasion 1 $275.40 $275.00 Base #2 Description: 8" Crushed Limestone Base Square Yardage: 6I8 Linear Footage: 158 Number of Lanes: 2 Proctor Type: Modified Density Requirements: 98%mod. fL5%opt. Moisture 4 $38.00 $]52.40 Test Frequency: I every ] OD LF Street per Lane Cement Stabilized Salvage Base Description: 5" Cement Stabilized Salvage Base Sample Charge $50.00 $240.00 Cubic Yardage: 3,132 Linear Footage: 2,284 Number of Lanes: 5 Proctor Type: Standard 4 $]97.00 $788.00 Density Requirements: 98% std. f2% opt, Moisture 115 $38.00 $4,370.04 Test Frequency: I every 100 LF Street per Lane 9 Of B Exhibit A i'a a 10 of 17 Date: December 29, 2010 Project Name: Kostoryz Road, Phase II (From Sunnybrook Road to S.P.1.D.) City Project No,: 6490 Contact: Mr. Pete Anaya, P,E. Contact information: City of Corpus Christi Test Quantity Unit Fee Fee HMAC (Type 13} Description: 5" HMAC (Type 13) Sample Charge $50.00 $50.40 Square Yardage: 1,840 Tonnage: 506 Full Series Freq.: 1 every 500 Tons l $533.OD $533.00 Cored in Place Freq.: l every 300 LF of Street 2 $86,00 $172.00 HMAC (Type D) # 1 Description: 1" HMAC (Type D) Sample Charge $50.00 $]00.00 Square Yardage: 16,013 Tonnage: 881 Full Series Freq.: 1 every 500 Tons 2 $533.00 $1,06b.OD Cored in Place Freq.: 1 per 300 LF Strect 8 $86.00 $688.00 HMAC {Type D} #2 Description: 2" HMAC (Type D} Sample Charge $50,00 $50.00 Square Yardage: 521 Tonnage: 58 Full Series Freq.: i every 500 Tons I $533.00 $533.00 Cored in Place Freq.: I per 300 LF Street 2 $8b.00 $172.00 HMAC {Type D) #3 Description: 2.5" HMAC (Type D) Sample Charge $50.00 $50.00 Square Yardage: 1,840 Tonnage: 253 Full Series Freq.: ]every 500 Tons ] $533.00 $533.00 Cored in Place Freq.: I per 300 LF Street 2 $86,00 $172.00 Concrete Paving Description: 7" Reinforced Concrete Pavement Square Yardage: 15,497 Cubic Yards: 3,012 Set Size: Concrete Cylinders (set of 4) 61 $] 52.00 $9,272,00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 40D0 PSI Test Frequency: ]set per 50 CY Concrete Driveways Description: 6" Concrete Driveway Square Footage: 1b,547 Cubic Yards: 307 Set Size: Concrete Cylinders (set of 4) b $152.00 $912,00 Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 40D0 PST Test Frequency: ]Test par Production Day 2of8 Exhibi# A Pa a 11 of 9 7 Date: December 29, 2010 Project Name: Ifostoryz Road, Phase iI (From 5unnybrook Road to S.P.I.b.} City Project No.: 6490 Contact; Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Concrete (New 4") Description: New 4" Concrete Square Footage: 483 Set Size: Concrete Cylinders {set of 4} Test Schedule: i @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: ]Test per Production Day Concrete Retaining Wal] Description: Concrete Retaining Wall Linear Footage: 2,471 Set Size: Concrete Cylinders {set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 every 1000 LF Curb and Gutter # 1 Description: Curb & Gutter @ 7" Concr. Pvmnt. Linear Footage: 4,560 Density Requirements: 9S% Std. Density Frequency: I every 200 LF Concrete Set Size: Concrete Cylinders (set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: l every 1000 LF Curb and Gutter #2 Description: Curb & Gutter Linear Footage: 684 Density Requirements: 95% Std. Density Frequency: I every 200 LF Concrete Set Size: Concrete Cylinders (set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4400 PSI Test Frequency: 1 every 1000 LF (]TCLCT~~S Initial Backfill Proctor Type: Standard Additional Test: Atterberg Limit & Gradation Final Backfill Proctor Type: Standard Cement Stabilized Backfill Proctor Type: Standard 3pf8 Test Quantity Unit Fee Fee 1 $ ] 52.00 $152.00 4 $ ] 52.00 $608.00 23 $38.00 $874.00 5 $152.00 $760.00 4 $38.00 $152.00 2 $152,00 $304.00 Sample Charge $50,00 $50.00 1 $174,00 $174.00 1 $160.00 $160.00 Sample Charge $50.00 $150.00 3 $]74.00 $522.00 Sample Charge $50.00 $50.00 1 $174,00 $174.00 Exhibit A Pa e ~2 of T7 Date: Decerr~ber 29, 2010 Project Name; Kostoryz Road, Phase II (From Sunnybrook Road to S.P.I.D.) City Project No.: 6490 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi PART C -STORM WATER Stormwater # 1 Line Description: 15", 18" & 24" RCP Culvert . Line Length (LF): 887 Density Requirements: 95% std.; -1 to -~3% optimum Test Frequency: 1 every 200 LF per lift Number of Lifts: 8 Stormwater #2 Line Description: 42", 48" & 54" RCP Culvert Line Length {LF}: 891 Density Requirements: 95% std.; -1 to +3% optimum Test Frequency: 1 every 200 LF per lift Number of Lifts: 4 Stormwater #3 Line Description: 5' x 5' RCB Culvert Line Length (LF): 1,218 Density Requirements: 95% std.; -1 to +3% optimum Test Frequency: ]every 200 LF per lift Number of Lifts: b Stormwater #4 Line Description: 6' x 6' RCB Culvert Line Length (LF): 282 Density Requirements: 95% std.; -1 to +3% optimum Test Frequency: 1 every 200 LF per lift Number of Lifts: 10 Remove & Backf 11(RCP Culvert) Line Description: Remove & Backfill RCP (Cmt. Sand) Line Length {LF}: 3,358 Density Requirements: 95% std.; - I to +3% optimum Test Frequency: 1 every 200 LF per lift Number of Liflts: 6 Inlcts #] Inlet Description: 5' Curb Inlet Number of Inlets: 2l Set Size: Concrete Cylinders (set of 4) Tast Schedule: 3@7 Days, 3@28 Days Concrete Strength: 3000 PSI Test Frequency: I set every 6 items Inlets #2 Inlet Description: S' Extension for Curb Inlet Number of Inlets: 7 Set Size: Concrete Cylinders (set of 4) Test Schedule: 1@7 Days, 3@28 Days Concrete Strength: 3000 PSI Test Frequency: 1 set every 6 items 4of8 Test Quantity Unit Fee Fee 40 $38.00 $1,520.00 20 $38.00 $760.00 42 $38A0 $1,596.00 20 $38.00 $760.00 142 $38.00 $3,876.00 4 $152.00 $608A0 2 $152.00 $304,00 ~Xlf'll~lt A Pa a 13 of 17 Date: December 29, 2010 Project Name: Kostoryz Road, Phase II {From Sunnybrook Road to S.P.LD.) City Project No.: 6490 Contact: Mr, Pete Anaya, P.E. Contact Information; City of Corpus Christi Inlets #3 Inlet Description: Number of Inlets: Set Size: Test Schedule: Concrete Strength: Test Frequency: Manholes # 1 Description: Number of Manholes; Set Size: Test Schedule: Concrete Strength: Test Frequency: Manholes #2 Description: Number of Manholes: Set Size: Test Schedule: Concrete Strength: Test Frequency: Manholes #3 Manhole Description: Number of Manholes: Set Size: Test Schedule: Concrete Strength: Test Frequency: Manholes (Remove & Backfill} Description; Number of Manholes: Density Requirements: Test Frequency: .Iunctian Box with Manhole Number of JB Set Size: Test Schedule: Concrete Strength: Test Frequency: Drop 1 Post Inlet 6 Concrete Cylinders (set of 4} 1@7 Days, 3@28 Days 3000 PSI 1 set every 6 items Manhole -Type A 2 Concrete Cylinders {set of 4) 1@7 Days, 3@28 bays 3000 AST set every 3 items Manhole -Type B 5 Concrete Cylinders (set of 4) 1@7 Days, 3@28 Days 3000 PSI 1 set every 3 items Manhole -Type C 4 Concrete Cylinders (set of 4) 1@7 Days, 3@28 Days 3000 PSI 1 set every 3 items Remove & 13ackfip MH (Cmt Sand) 9 95% std.; -1 to +3% optimum 1 each Lift 4 Concrete Cylinders (set of 4) 1 @7 Days, 3@28 Days 3000 PSI 3 set every 3 items 5 of 8 Test Quantity Unit Fee Fee I $ 152.00 $152.00 1 $152.00 $152.00 2 $152.00 $304.00 2 $152.00 $304.00 54 $38.00 $2,052.00 2 $152.00 $304,00 Exhibit A Pa e14ofT7 Date: December 29, 2010 Project Name: Kostoryz Road, Phase I I (From Sunnybrook Road to S.P.LD.) City Project No.: 6490 Contact: Mr. Pete Anaya, P.E. Contact information; City of Carpus Christi Test Quantity Unit Fee Fee FART D -WASTEWATER Wastewater #] Line Description: 15" HDPE Pipe Line Length (LF): 2,380 Density Requirements; 95% std.; -1 to +3%optimum 120 $38.OD $4,Sb0.00 Test Frequency: 1 every 200 LF per lift Number of Lifts: 10 Wastewater #2 Line Description: 8", ] 0 & 12" PVC Line Length (LF): 904 Density Requirements: 95%std.; -I to+3%optimum 35 $38.OD $1,33D.D0 Test Frequency: 1 every 200 LF per lift Number of Lifts: 7 Manholes # l Manhole Description: Sanitary Sewer (Depth > b') Vertical Feet: 89 VF Density Requirements: 95% std.; -1 to +3%optimum 89 $38.00 $3,382.00 Test Frequency: 1 Test per Lift Manholes #2 Manhole Description: Sanitary Sewer (5' Diameter} Number of Manholes: 13 Concrete: Set Size: Concrete Cylinders (set of 4) 5 $152.00 $760.00 Test Schedule: ] @ 7 days & 3 @ 28 days Concrete Strength: 40DD PSI Test Frequency: 1 set every 3 items PART E -WATER Water # 1 Line Description: b" & 8" PVC Line Length (LF): 38] Density Requirements: 95% std.; -1 to +3%optimum 8 $38.OD $304.00 Test Frequency, I every 200 LF per lift Number of Lifts: 4 Water #2 Line Description: 6", 8" & 12" Ductile Iron Pipe Line Length {LF): 223 Density Requirements: 95% std.; -1 to +3%optimum 8 $38.D0 $304,D0 Test Frequency: 1 every 2DD LF per lift Number of Li$s: 4 6 of 8 Exhibit A Pa e15of17 Date: becember 29, 2010 project Name: Kostoryz Road, Phase II (From Sunnybrook Raad to S.P,I.D.} City Project Na.: 6490 Contact; Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi PART F -ADA IMPROVEMENTS ADA Curb Ramp Description: Concrete Curb Ramp Square Footage: 936 Set Size: Concrete Cylinders {set of 4) Test Schedule: ] @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 set every 4,000 5F 1 Per Day Sidewalk Description: Concrete Sidewalk Square Footage: ] 4,973 Cubic Yards: 233 Set Size: Concrete Cylinders (set of 4) Test 5chedu[e: I @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 set every 4,000 SF/ Per Day PART G - RTA BUS STOP IMPROV EMENTS (3 Locations) RTA Curb Ramp Description: Concrete Curb Ramp Square Footage: 238 Set Size: Concrete Cylinders (set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSI Test Frequency: 1 set every 4,000 SF /Per Day Sidewalk Description: Concrete Sidewalk Square Footage: 1,926 Set Size: .Concrete Cylinders (set of 4) Test Schedule: 1 @ 7 days & 3 @ 28 days Concrete Strength: 4000 PSi Test Frequency: 1 sat every 4,000 SF 1 Per Day Bus Pads (3) Description: Concrete Bus Pedestrain Pad - 30' x 10' Square Footage: 90D Set Size: Concrete Cylinders (set of 4) Test Schedule: I @ 7 days & 3 @ 2$ days Concrete Strength: 4000 PSI Test Frequency: 1 set every 4,400 SF 1 Per Day INSPECTIONS & OBSERVATIONS Proof Roll Observatio n 1 hour CYLINDER PICK-UP FEES Number of Trips: 7 of 8 Test Quantity Unit Fee Fee 5 $]52,00 $760.00 6 $152.00 $9 ] 2.00 3 $152.00 $456.00 3 $152.00 $456,00 3 $152.00 $456.00 30 $48,00 $1,440.00 76 $39.00 $2,964.D0 Exhibit A Pa e16of17 Date: December 24, 2010 Project Name: Kostoryz Road, Phase 11 (From Sunnybrook Road to S.P.1.T~.) City Project No.: 6490 Contact: Mr. Pete Anaya, P.E. Contact Information: City of Corpus Christi Test~uantity Unit Fee Fee TRANSPORTATION FEES Location: Corpus Christi, Texas 330 $23.00 $7,590.00 ADMINISTRATION FEES 1 $58.00 $58,00 ESTIMATED TOTAI. $70,362.40 *This is only an estimate. Please make note that the actual fees invoiced for this project will be based an the actual testing performed. The total fee assessed will be dependent on the contractor's construction techniques, number of trips made to the,~obsite, elapsed time from technician arrival to commencement of testing activities, and any time the technician is required to be on-site but not performing testing activities. 8of8 Exhibit A Pa e17of17 TERMS AND CONDITIONS TO AGREEMENT ARTICLE 1. SERVICES: "LAB"' will: 1.1 Provide only those services requested by "CITY ENGINEER" that, in the opinion of "LAB", lie within the technical or professional areas of expertise of "LAB" and which "LAB" is adequately staffed and equipped to perform. 1.2 Perform technical services under the general direction of a licensed engineer and in substantial accordance with the basic requirements of the appropriate standards of the American Society for Testing and Materials, where applicable, ar other standards designated in writing by the "CITY ENGINEER", 1.3 Promptly submit formal reports of tests, inspections and services performed indicating, where applicable, compliance with the PROJECT specifications or other contract documents. Such reports must be complete and factual, citing the tests performed, methods employed, values obtained, and parts of the structure of THE PROJECT area subjected to any testing. 1.4 Utilize testing equipment which has been calibrated according to applicable standards and, upon request, submit to the "CITY ENGINEER", or his authorized representative, documentation of such calibration. Secure representative samples of those materials that the City's Contractor proposes to use which require testing, together with relevant data concerning such materials including the paint of origin and supplier, 1.5 Consider reports to be confidential, and distribute reports only to those persons, organizations or agencies specifically designated in writing by the "CITY ENGINEER". 1.6 Retain records rela#ing to services performed fnr "CITY" for a period of two years following submission of any reports, during which period the records will be made available to the "CITY" at all reasonable times. 1.7 Pay salaries, wages, expenses, social security taxes, federal and state unemployment taxes, and any other similar payroll taxes relating to the services. ARTICLE 2. CITY RESPONSIBILITIES: City Engineer or authorizer! representative will: 2.1 Provide "LAB" with all plans, specifications, addenda, change orders, approved shop drawings and other information for the proper performance of services by "LAB". 2.2 Issue authorization in writing giving "LAB" free access to THE PROJECT site, and to all shops or yards where materials are prepared or stored. 2.3 Designate in writing those persons or firms which will act as the "CITY's" representative with respect to "LAB'S" services to be performed under this AGREEMENT and which must be promptly notified by "LAB" when it appears that materials tested or inspected are in non-compliance. Only the "CITY ENGINEER" nr his designated representative have authority to transmit instructions, receive information and data, interpret and define the CITY's policies and decisions with respect to THE PROJECT. "LAB" acknowledges that certain "CITY" representatives may have different kypes of authority concerning THE PROJECT. (Revised January 1998) Exhibit "B" Page 1 of 3 2.4 Advise "LAB" sufficiently in advance ofi any operations so as to allow for assignment of personnel by "LAB" for completion of the required services. Such advance notice will be in accordance with that established by mutual agreement of the parties. 2.5 Direct THE PROJECT contractor, either by the Construction Contract or direct written order to; (a) Stop work at the appropriate times for "LAB" to perform contracted services; (b) Furnish such labor and all facilities needed by "LAB" to obtain and handle samples at THE PROJECT and to facilitate the specified inspection and tests; {c) Provide and maintain for use of "LAB" adequate space at THE PROJECT for safe storage and proper curing of test specimens which must remain on THE PROJECT site prior to, during, and up to 64 days after testing. ARTICLE 3. GENERAL CONDITIONS 3.1 "LAB", by the performance of services covered hereunder, does not in any way assume, abridge or abrogate any of those duties, responsibilities or authorities with regard to THE PROJECT which, by custom or contract, are vested in THE PROJECT architects, design engineers, or any other design agencies or authorities. 3.2 "LAB" is not authorized to supervise, alter, relax, enlarge or release any requirement of THE PROJECT specifications or other contract documents nor to approve or accept any portion of the work. "LAB" does not have the right of rejection or the right to stop the work. "CITY ENGINEER" will direct THE PROJECT contractor to stop work at appropriate times for "LAB" to conduct the sampling, testing, or inspection of operations covered by the AGREEMENT. ARTICLE 4. FIELD MONITORING AND TESTING 4.1 "CITY" and "LAB" agree that "LAB" will be on-site to perform inspections far contracted services. The "CITY" and "LAB" also agree that "LAB" will not assume responsibility far PROJECT Contractor's means, methods, techniques, sequences or procedures of construction, and it is understood that the final services provided by "LAB" will not relieve the PROJECT Contractor of his responsibilities far performing the work in accordance with THE PROJECT plans and specifications. For the purposes of this AGREEMENT, the word "inspection" is used to mean periodic observation of the work and the conducting of tests by "LAB" as specified in the AGREEMENT. Continuous monitoring by "LAB" or its subcontractors does not mean that "LAB" is approving placement of materials. Inspection is not and should not be construed to be a warranty by "LAB" to the "CITY" or any other party. (Revised January 1998) Exhibit "B" Page 2 of 3 4.2 Samples collected or tested by "LAB" remain the property of the "CITY" while in the custody of the "LAB". "LAB" will retain the samples for a period of BO days following the date of submission of any report related to the sample. Following the retention period, "LAB" will dispose of non-hazardous samples, and return hazardous, acutely toxic, or radioactive samples and samples containers and residues to "CITY", "CITY" agrees to accept such samples and samples containers. ARTICLE 3. STANDARD OF CARE AND WARRANTY Services performed by "LAB" will be conducted in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the profession currently practicing under similar conditions in the same locality. No other warranty either expressed or implied is made ar inkended by the AGREEMENT or any reports. "LAB" will not be responsible for the interpretation or use by others of data developed by "LAB". ARTICLE 6. SAFETY "C1TY" and "LAB" agree that, in accordance with the generally accepted construction practice, the PROJECT'S general contractor will be solely and completely responsible for working conditions on THE PROJECT, including safety of al! persons and property during the performance of the work, and for compliance with all municipal, state, and federal laws, rules and regulations, including OSHA. The duty of "LAB" in providing services is not, therefore, to include any review of, or responsibility for, the adequacy of the PROJECT'S general contractor's safety measures in, on, or near THE PROJECT site. ARTICLE 7. INVOICES AND PAYMENT "LAB" will submit progress invoices to "CITY ENGINEER" monthly and final invoice upon completion of services. Each invoice is due and payable by "CITY" within 30 days of receipt and approval to pay by the City Engineer. ARTICLE 8. EXTENT OF AGREEMENT 8.1 This AGREEMENT, including Exhibit "A" and these terms and conditions, represents the entire AGREEMENT between "CITY" and "LAB" and supersedes all prior negotiation, representations or agreements, written or oral. This AGREEMENT may be amended only by a written instrument signed by duty authorized representative of "CITY" and "LAB". If any conflict occurs between these terms and conditions and this AGREEMENT, these terms and conditions are controlling. 8.2 In the event that any one or more of the provisions contained in this AGREEMENT are for any reason held invalid, illegal or unenforceable in any respect, the remaining terms will be in full effect and this AGREEMENT will be construed as if the invalid or unenforceable matters were never included in this AGREEMENT. Na waiver of any default will be a waiver of any future default. 8.3 Neither party will assign this AGREEMENT without the express written approval ofi the other, but "LAB" may subcontract laboratory procedures as "LAB" deems necessary to meet the obligations of this AGREEMENT. (Revised January 1998} Exhibit "B" Page 3 of 3 Exhibit C Mandatory Requirements {Revised November, 2QQ5) INDEMNIFICATION AND HOLD HARMLESS Lab agrees to indemnify, save harmless and defend the City of Corpus Christi, and its agents, servants, and employees, and each of them against and hold it and #hem harmless from any and all lawsuits, claims, demands, liabilities, losses and expenses, including court costs and attorneys' fees, for or on account of any injury to any person, or any death at any time resulting from such injury, or any damage to any property, which may arise or which may be alleged to have arisen out of or in connection with the work covered by this contract. The foregoing indemnity shall apply except if such injury, death or damage is caused by the sole or concurrent negligence of the City of Corpus Christi, its agents, servants, or employees or any other person indemnified hereunder. / SUPPLIER NUMBER TO BE ASSIGNED BY CITE PURCHASING DIVISION a~,-r:r~ City of CITY OF CORPUS CHRISTI corpus DISCLOSURE OF INTEREST Christi. City of Corpus Christi Ordinance 171 i2, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every qquestion must be answered. Cf the question is not a~i~licable, answer with "NA". See reverse side for Filing Requirements, Certifications and definitions. COMPANY NAME: `~pG~ ~~~ I ~~~,-1 n~ C~tn ~ 1~-S"~"t nf~ L~~~~i~~T, , ~,~yye. P. O. BOX: STREET ADDRESS: ~ g ~~ ~~~~~~a CITY: ~.~.~,~ ~ ~~r ~ S ZIP: 7 ~. FIRM IS. 1. Corporation ~ 2. Partnership e 3. Sole Owner ^ 4. Association 5. Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this pa e or attach separate sheet. 1. State the -names of each `employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm.' Name Job Title and City ~~ Department (if known) 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm." ~~ ~ Title 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm." Name Board, Commission or ~~ Committee 4. State the names of each employee or officer of a "consultant" for the City of Carus Christi who worked on any matter related to the subject of this contract and has an `ownership interest" constituting 3% or more of the ownership in the above named "firm." Na~m~~ Consultant FILING REQUIREMENTS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public m general or a substantial segment thereof, you shall disclose that fact in a signed writing to the City official, employee or body that has been requested to act in the matter, unless the interest of the City of#icial or employee in the matter is apparent. The disclosure shall also be made in a signed writing ftled with the City Secretary. [Ethics Ordinance Section 2-349 {d}] CERTIFICATION I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. ( 1 Certifying Person: ~~,r..~-t~ ~~ ~~ Title: ~V 5,~'`~.55 ~-~'v'~1~3~'''~'~~T (Type or Print) ~~ Signature of Certifying ~ ~~_ ~ Date: j.a~ Person: ~i . ~,-7C~•,a, --., f ~• [ 1 ~ DEFINITIONS a. "Board member." A member of any board, commission, or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to have an affect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. "Employee." Any person employed by the City of Corpus Christi, Texas either on a full or part-time basis, but not as an independent contractor. d. "Firm." Any entity operated for economic gain, whether professional, industrial or commercial, and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of cola proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust, and entities which for purposes of taxation are treated as non-profit organizations. e. "Official." The Mayer, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads, and Municipal Court Judges of the City of Corpus Christi, Texas. £ "Ownership Interest." Legal or equitable interest, whether actually ar constructively held, in a firm, including when such interest is held through an agent, trust, estate, or holding entity. "Constructively held" refers to holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements." g. "Consultant." Any parson or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation.