Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ADDENDUM 2 - Summary of Changes
Addendum No. 2 IFB 8833 Page 1 of 1 Baker Offsite Sewer IFB 8833 ADDENDUM NO. 2 SUMMARY Published on 3/12/2026 The Plans, Specifications and Contract Documents for the above-referenced project are hereby revised and amended as follows: PROJECT MANUAL & SPEC BOOK 1.Revised Section 00 42 43 – Unit Price Bid Form attached to this Addendum. Discrepancies have been resolved for the following: a.Item #5 – Removed in its entirety b.Item #16 – Removed in its entirety END OF ADDENDUM No. 2 CHANGES To:From: IFB:8833 ENG PMO: Item No.Spec. Section No.Description UOM BID QTY Unit Price Extended Price 1 00 61 13 PERFORMACE BOND EA 1 -$ 2 00 61 14 PAYMENT BOND EA 1 -$ 3 00 61 19 MAINTENANCE BOND EA 1 -$ 4 01 11 00 SURVEY, PLATTING, ENGINEERING, PERMITTING & CPS EA 1 -$ 6 01 45 23 TESTING (PRESSURE & T.V.)LF 9,105 -$ 7 01 45 23 TESTING (GEOTECH)LF 9,105 -$ 8 01 45 23 INSPECTION FEE EA 1 -$ 9 01 50 00 TEMPORARY CONSTRUCTION EASEMENT ACQUISITION SF 225,000 -$ 10 01 57 13 SWPPP, INSPECTION, MAINTENANCE, & OTHER LS 1 -$ 11 01 74 23 CLEANING AND GRUBBING AC 9.4 -$ 12 02 41 13 FENCE REMOVAL AND REPLACEMENT IN KIND LS 1 -$ 13 02 41 13 OPEN CUT AND REPLACE EXISTING GRAVEL DRIVE SY 3,373 -$ 14 02 41 15 DEMOLISH EXISTING LIFT STATION LS 2 -$ 15 02 41 15 REMOVAL OF EXISTING SANITARY SEWER FORCE MAIN (SAME TRENCH)LF 1,019 -$ 17 31 23 16 TRENCH SAFETY LF 9,105 -$ 18 31 25 14 EROSION CONTROL (SILT FENCE)LF 11,700 -$ 19 31 25 14 CONSTRUCTION ENTRANCE LS 1 -$ 20 31 37 00 12'' STONE RIPRAP, GROUTED (ASSUMES 1.5' OF DEPTH)CY 180 -$ 21 33 05 07 30'' STEEL CASING BY OTHER THAN OPEN CUT (1/2'' THICK)LF 263 -$ 22 33 05 07 36'' STEEL CASING BY OTHER THAN OPEN CUT (5/8'' THICK)LF 106 -$ 23 33 05 10 SEWER LINE BORE LF 369 -$ 24 33 05 61 4' DIAMETER CONCRETE MANHOLE (0' - 6') AND LINER EA 2 -$ 25 33 05 61 5' DIAMETER CONCRETE MANHOLE (0' - 6') AND LINER EA 17 -$ 26 33 05 61 5' DIAMETER CONCRETE MANHOLE AND LINER EXTRA DEPTH VF 117 -$ 27 33 05 62 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS MANHOLE (0' - 6')EA 2 -$ 28 33 05 62 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS MANHOLE EXTRA DEPTH VF 17 -$ 29 33 05 62 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS DROP MANHOLE PLACED ON EXISTING LINE (0' - 6')EA 1 -$ 30 33 05 62 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS DROP MANHOLE PLACED ON EXISTING LINE (0' - 6')VF 19 -$ 31 33 14 13 8'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE LF 420 -$ 32 33 14 13 18'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE LF 4,274 -$ 33 33 14 13 21'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE LF 4,831 -$ 34 33 14 13 18'' ASTM F679 PS-115 PVC SANITARY SEWER CARRIER PIPE LF 263 -$ 35 33 14 13 21'' ASTM F679 PS-115 PVC SANITARY SEWER CARRIER PIPE LF 106 -$ 36 33 32 11 BYPASS PUMPING ALLOWANCE (EX. SERVICE & MAINS)LS 1 -$ -$ Baker Offsite Sewer TOTAL PROJECT BID AMOUNT: PROJ.: 901-B Texas Street Denton, TX 76209 BIDDERS APPLICATION - UNIT PRICE BID ADDENDUM NO. 2 STREET ADDRESS CITY, STATE CONTACT PHONE EMAIL SECTION 00 42 43 - UNIT PRICE BID FORM Purchasing Dept. Baker Offsite Sewer City of Denton - Capital Projects COMPANY NAME $ 13 01 45 23 3,373 -OPEN CUT AND REPLACE EXISTING GRAVEL DRIVE EA $ SF INSPECTION FEE 01 50 00 1 9 TEMPORARY CONSTRUCTION EASEMENT ACQUISITION - $ SWPPP, INSPECTION, MAINTENANCE, & OTHER 9.4 12 02 41 13 - LS CLEANING AND GRUBBING - 8 1 $ 225,000 $ 10 $ 01 57 13 LS - 11 AC -01 74 23 FENCE REMOVAL AND REPLACEMENT IN KIND 1 - 02 41 13 SY $ 02 41 15 REMOVAL OF EXISTING SANITARY SEWER FORCE MAIN (SAME TRENCH) TRENCH SAFETY LF 9,105 1,019 14 02 41 1515 $ LS LF - $ 17 31 23 16 2DEMOLISH EXISTING LIFT STATION - $ Item Spec. Section No.Description UOM Unit Price 00 61 13 PERFORMACE BOND 1 $ No. 1 - BID QTY 2 00 61 14 PAYMENT BOND Extended Price EA EA LF $ $ TESTING (PRESSURE & T.V.) 00 61 19 - SURVEY, PLATTING, ENGINEERING, PERMITTING & CPS $ 9,105 - 3 1 EA $ 1 MAINTENANCE BOND 14 01 11 00 EA - 6 01 45 23 LF 9,105 - 7 01 45 23 TESTING (GEOTECH) $ $ 22 - LF 369 CY 36'' STEEL CASING BY OTHER THAN OPEN CUT (5/8'' THICK) 2 LS19 $ - 21 20 CONSTRUCTION ENTRANCE 30'' STEEL CASING BY OTHER THAN OPEN CUT (1/2'' THICK)263 SEWER LINE BORE - 106 24 11,700 31 37 00 EROSION CONTROL (SILT FENCE) 180 4' DIAMETER CONCRETE MANHOLE (0' - 6') AND LINER - $ 23 33 05 07 18 LF - $ 31 25 14 33 05 07 31 25 14 - 1 12'' STONE RIPRAP, GROUTED (ASSUMES 1.5' OF DEPTH) - LF 33 05 10 LF $ 33 05 61 EA - 33 05 61 5' DIAMETER CONCRETE MANHOLE (0' - 6') AND LINER $ -EA 26 33 05 61 5' DIAMETER CONCRETE MANHOLE AND LINER EXTRA DEPTH VF $ $ 25 117 17 - 32 18'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE 4,274 - 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS MANHOLE 175' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS MANHOLE EXTRA DEPTH VF 33 05 62 28 33 05 62 33 05 62 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS DROP MANHOLE PLACED ON EXISTING LINE (0' - 6')30 31 $ 5' DIAMETER MONOLITHICALLY PRECAST FIBERGLASS DROP MANHOLE PLACED ON EXISTING LINE (0' - 6') - 8'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE 29 EA - - VF (0' - 6')EA $ $ - 33 05 62 1 19 LF $ 420 2 $ 27 33 14 13 - 33 14 13 LF $ 33 $ LF 35 33 14 13 - LF21'' ATSM F679 PS-115 PVC SANTITARY SEWER PIPE - 21'' ASTM F679 PS-115 PVC SANITARY SEWER CARRIER PIPE 34 33 14 13 33 14 13 - LF 4,831 18'' ASTM F679 PS-115 PVC SANITARY SEWER CARRIER PIPE 263 $ 106 $ 36 LS33 32 11 BYPASS PUMPING ALLOWANCE (EX. SERVICE & MAINS) -$ 1 TOTAL PROJECT BID AMOUNT:$ Baker Offsite Sewer -