Cleves Pump Station Stabilization, Project ID Date Issued: August 6, 2012

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1 Cleves Pump Statin Stabilizatin, Prject ID Date Issued: August 6, 2012 ADDENDUM NO. 2 This addendum will nly be distributed via , but will remain available fr viewing n the MSDGC website at n the prject-specific web page. N hard cpy will fllw. NOTE: Please be sure t enter the TOTAL NUMBER f Addenda issued n the Official Bid Frm cntained in the Bid Dcument prir t submitting yur bid. The attentin f all bidders is directed t the fllwing additins and/r deletins t the Cntract Dcuments. The Cntract Dcuments fr the abve referenced prject are amended and revised as fllws: QUESTIONS BY POTENTIAL BIDDERS: Questins: What is ADH SET REBAR n detail A/7? Answer: ADH is the abbreviatin fr Adhesive. Reinfrcing bar set in adhesive anchr per specificatin sectin Questins: Where is the right f way lcated arund the statin? Answer: 34 f cnstructin access will be available n nrth east and suth west sides f the building. Questins: Is the crack n the inside between the flr and wall t large fr epxy injectin? Shuld epxy grut be used instead? Answer: Start with epxy injectin fr thin/deep cracks. Once the crack pens t a width greater than ¼, mix epxy resin with dry silica sand at a 1:1 rati as recmmended by resin manufacturer t finish filling the crack. Questins: Wh is respnsible fr mving the verhead lines fr allwing the drill rig t access the suth end? If the cntractr is respnsible will Duke prvide a cst estimate t the bidders? Answer: MSD will be respnsible fr payment fr mving f verhead lines fr drill rig access. Cntractr shall crdinate and schedule wrk with utility cmpanies. See Addendum Item 6. Questins: Why is the suth wall required t have a water repellent when the entire wall needs new mrtar in jints? Only a small sectin is requiring new mrtar. Page 1 f 3

2 Answer: Tuck pinting beynd the areas shwn n the plans will be paid at a unit price cst fr jints repaired as apprved by the engineer. See Addendum Item 2. Questins: Shuld the inside wall, west f the generatr, additinally have the tp tw rws f blck replaced? Answer: They are breaking away frm the wall belw. Blcks will nt need t be replaced. Caulk cracked jints befre painting. See Addendum Item 5. Questins: Shuld the bidders bid under the assumptin that all cnduits need replaced r let this be a call in the future and give MSD cst additin t the prject? Answer: Cnduits d nt need t be replaced. Lsen cnnectin at panels/bxes then retighten after relieving any stresses that have been caused by the building mvement. Questins: Hw lng will the wet well be drained in rder t paint the piping? Clarify what is painted: piping, gates, and supprt steel that is nt stainless? Answer: Wet well will nt be drained. Only painting f the crrsin areas n the piping abve the flr line is required. Questins: Will a cntingency be required? Answer: Cntingency Bid Item is being added. See Addendum Item 2. Questins: Shuld the strip f cncrete be left n the east and suth side r shuld all f the cncrete be replaced? Please clarify fr bidding? Answer: Cntractr shall replace all exterir slabs n the utside f the building disturbed by the installatin f drilled shafts and helical anchrs. See Addendum Item 3. BID BOOKLET (VOLUME 1): 1. REPLACE the previusly issued Unit Price Sheet, page , with the attached Unit Price Sheet, page (See Addendum 2 - Attachment A). DETAILED PROVISIONS (VOLUME II): 2. ADD new paragraph 1.04.C and 1.04.D as nted belw t Specificatin Sectin : C. (Ref. N. 3) Special Tuck pinting: The Wrk included in this Item shall be used as a cntingency item fr tuck pinting masnry jint wrk nt shwn n the drawings and shall be as directed by the Wastewater Treatment Engineer. D. (Ref. N. 4) Special Cntingency: The CONTRACTOR shall include a lump sum cst f $15, as a cntingency item t be used nly as directed by the Wastewater Treatment Engineer fr unfreseen cnditins nt nted in the SPECIFICATIONS r n the DRAWINGS. PROJECT DRAWINGS: 3. Drawing sheet 2 f 9 Cded Nte 7 DELETE Cded Nte 7 and REPLACE with new Cded Nte 7: 7. REMOVE CONCRETE AROUND PERIMETER OF BUILDING FOR INSTALLATION OF STABILIZATION PIERS. FULL SECTIONS OF CONCRETE Page 2 f 3

3 SHALL BE REMOVED AND REPLACED. UPON COMPLETION OF STABILIZATION, BACKFILL AREA WITH COMPACTED GRANULAR BACKFILL AND INSTALL NEW FULL WIDTH CONCRETE MATCHING DIMENSIONS OF REMOVED CONCRETE. SEE CONCRETE REPLACEMENT DETAILS ON SHEET Drawing sheet 2 f 9 ADD the fllwing nte t PLAN AT ELEV : REOMVE EXISTING CAULKING AND FILL OPEN JOINT BETWEEN SLAB ON GRADE / STEP AND CRANE LOADING AREA SLAB / PUMP STATION WALL ON SOUTHWEST CORNER OF STRUCTURE WITH CONCRETE FILL. PROVIDE PREFORMED EXPANSION JOINT MATERIAL STRIP AGAINST PUMP STATION STRUCTURE WALL MATCHING THICKNESS OF SLAB ON GRADE. FINISH CONCRETE TO MATCH ELEVATION OF SLAB ON GRADE. 5. Drawing sheet 2 f 9 ADD the fllwing nte t Cded Nte 3e: CAULK CRACKS IN MASONRY JOINTS AND CEILING PRIOR TO PAINTING. 6. Drawing sheet 5 f 9 ADD the fllwing nte: TWO EXISTING OVERHEAD ELECTRIC, TELEPHONE AND CABLE SERVICES ARE LOCATED WITHIN 6 FEET AND 20 FEET OF THE SOUTHEAST CORNER OF THE BUILDING. CONTRACTOR SHALL COORDINATE THE DROPPING OF THE SERVICES WITH THE UTILITY COMPANIES FOR THE MOBILIZATION AND DEMOBILIZATION OF THE DRILLED SHAFT DRILLING RIG. SERVICE OUTINGS SHALL BE MINIMIZED AND LAST NO LONGER THAN 2 HOURS. SERVICE DROP CHARGES BY THE UTILITY COMPANIES SHALL BE PAID BY MSD THROUGH THE CONTRACT CONTINGENCY ITEM. CONTRACTOR COST FOR SCHEDULING AND COORDINATION SHALL BE INCLUDED IN LUMP SUM PRICE FOR ITEM 1 - CLEVES PUMP STATION STABILIZATION. 7. ADD Drawing sheet 10 f 10 (See Addendum 2 - Attachment B). Page 3 f 3

4 Addendum 1 Attachment A

5 Cleves Pump Statin Stabilizatin Prject ID: Trade: General This prpsal requires the bidder t prvide bth "UNIT PRICES" and a "BID ITEM TOTAL." In the apprpriate clumns, bidder shall enter price per unit fr labr and materials fr every bid item. Therefre, if the ESTIMATED QUANTITY f the bid item is mre than ne, e.g. 25, the unit price is ne f this amunt, e.g. 1/25th. The "COMBINED UNIT PRICE" is the sum f "LABOR" and "MATERIALS" as unit prices. The "BID ITEM TOTAL" is the sum f the "COMBINED UNIT PRICE" times the "ESTIMATED QUANTITY" fr EACH item. The "UNOFFICIAL TOTAL" is the sum f "BID ITEM TOTAL" fr every bid item. SEE "INSTRUCTIONS TO BIDDERS" FOR EXAMPLES AND ILLUSTRATIONS. Ref. N. Spec. N. Item Descriptin Estimated Quantity Unit Prices Labr Materials Cmbined (L+M) Bid Item Ttal (Cmb. x Est. Quant.) 1 SPEC Cleves Pump Statin Stabilizatin 1 LS 2 SPEC Perfrmance Bnd 1 LS 3 SPEC Tuck Pinting 400 LF 4 SPEC Cntingency 1 LS $15,000 $15,

6 Addendum 1 Attachment B

7

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