E20: Wurzbach Parkway Project Segment 1 SAWS Solicitation ......E20: Wurzbach Parkway Project – Segment 1 | ADDENDUM 3 E20: Wurzbach Parkway Project – Segment 1 SAWS Solicitation

SAN ANTONIO WATER SYSTEM 1 of 5 E20: Wurzbach Parkway Project – Segment 1 | ADDENDUM 3

E20: Wurzbach Parkway Project – Segment 1

SAWS Solicitation No. CO-00257-FF Job No. 16-4507

ADDENDUM 3 May 03, 2019

To Bidder of Record: This addendum, applicable to work referenced above, is an amendment to the proposal, plans and specifications and as such will be a part of and included in the Contract Documents. Acknowledge receipt of this addendum by entering the Addendum number and issue date on the space provided in submitted copies of the bid proposal.

RESPONSES TO QUESTIONS

Question #1: Section 857.3.2.e – “Strain corrosion test annual reconfirmation tests reports (1000-hr test) shall be

from the production facility” All Flowtite products produced at any Flowtite licensed facility meet the ASTM standards prescribed in SAWS Specifications Sections 857. It is not a requirement of ASTM D3262 for every facility to have their own strain corrosion test reports as the product is the same. Will strain corrosion test reports from other facilities be acceptable as long as the product is the same pipe.The Thompson Pipe Group is a license manufacture of Flowtite, but we are only one of the 20 licensed Flowtite manufacturing facilities worldwide. With respect to the product and manufacturing, all Flowtite licensees process and material are governed by the Flowtite Technology Center in Norway. The Flowtite Technology Center provides the full technology package including product specifications, allowable raw materials, manufacturing equipment, detailed production processes, and all related support and training required for every manufacturing facility globally. In additional to this support from Flowtite Technology, most Flowtite manufacturing facilities including Thompson Pipe Group, are ISO 9001 certified. This is how product consistency and performance is maintained worldwide.

Response: Products and materials that are in compliance with SAWS standard specifications and the Contract Documents specifically issued for this project will be accepted for use.

Question #2: Section 857.3.2.k - “The test report and all data shall be from sample production pipe from the plant

which will be supplying pipe to this project” “Same response as #1.” Response: Products and materials that are in compliance with SAWS standard specifications and the Contract

Documents specifically issued for this project will be accepted for use.

Question #3: Section 857.4.2.a.2.ii - “Jacking/pushing loads (Acceptable Manufacturer only)” Is Flowtite jacking/two-pass tunnel/slipline pipe acceptable? Flowtite has been used in trenchless applications all around the US and Canada for more than a decade.


Question #4: Section 857.4.2.a.3 - “Standard lay length of 20 feet” As we utilize pipe lengths to optimize freight to

be more economical, we request that lengths are 18 ft to 40 ft joints Response: Products and materials that are in compliance with SAWS standard specifications and the Contract



Question #5: Section 857.4.2.a.5 - “SN115” Can the FRP manufacturer proposed a stiffness class based on the AWWA M45 Fiberglass Pipe Manual deflection calculations or is SN115 psi stiffness class required regardless of whether it is needed or not?


Question #6: Section 857.4.8.a - “Pipe shall not vary more than 1/8 inch from the nominal inside diameter.”

Flowtite pipe inside diameters are typically larger than 1/8” from the nominal diameter. Is this acceptable?


Question #7: Section 857.4.8.b - “The difference between the major and minor outside diameters shall not exceed

0.1 percent of the nominal outside or 1⁄4 inch, whichever is less” As FRP is a flexible product and will deflect a small percentage under in own weight, this requirement seems irrelevant. This should be removed.

Response: No, only products and materials that are in compliance with SAWS standard specifications and the Contract Documents specifically issued for this project will be accepted for use.

Question #8: Section 857.4.9 - “Pipe manufacturing operations shall be performed under the control of the

manufacturer” For Flowtite in the United States and Canada regardless of where the Flowtite pipes are produced, Thompson Pipe Group is warrantying the pipes and supporting the product through the project. Is this acceptable?

Response: No, only products and materials that are in compliance with SAWS standard specifications and the Contract Documents specifically issued for this project will be accepted for use.

Question #9: Section 857.5.1.c - “only SAWS Product Standards Committee approved pipe manufacturer will be

allowed for tunneling.” Is Flowtite allowed to on tunnel sections? Response: Products and materials that are in compliance with SAWS standard specifications and the Contract


Question #28 (From Addendum #2): At the pre-bid meeting, it was noted that there are EPA liquidated damages in addition to the $2,200/day damages imposed by SAWS. What is the value of the EPA liquidated damages and what triggers their application?

Response: If the Contractor completes the project per the calendar days stated in the plans and specs, the project will be completed ahead of the EPA deadline. However, the Consent Decree does provide for the imposition of stipulated penalties for failure to complete a remedial measures project subject to the Consent Decree in the time required by the Decree on top of the Liquidated Damages indicated in the plans and specs. A penalty of $750 per day is imposed if the project is 1- 30 days late if the completion deadline, per the Consent Decree, is not met. If the project is 31-60 days late it increases to $1,500 per day, $2,500 per day if the project is 61 to 180 days late, and $4,000 per day if the project is more than 180 days late. Please also see SC 3.0, specifically, Paragraph C., which also indicates that the Contractor may also have to pay SAWS all costs, attorney fees, expert witness fees and any other fees and expenses incurred by SAWS in connection with the assessment or payment of any of these stipulated penalties, or in contesting the assessment of payment of any such stipulated penalties.

Additional information about the Consent Decree is available on SAWS’s website at the following link: http://www.saws.org/infrastructure/epa/

CHANGES TO THE SPECIFICATIONS

1. Price Proposal

REMOVE and REPLACE the Price Proposal with the Price Proposal included in this Addendum. The revised documents should be used by Respondents submitting a proposal for this project.

http://www.saws.org/infrastructure/epa/


2. SP 100A MOBILIZATION (Open Cut) - Special Provisions incorporated in the original Contract Documents shall remain unchanged. Section 100.1 – REPLACE Section 100.1 with the following:

• Number the existing paragraph “1.”, and add the following additional paragraph: “2. Intermediate Demobilization and Remobilization: This item includes all the Contractor’s expenses for an Owner-directed intermediate project demobilization of personnel and equipment that occurs after the contract Notice to Proceed has been give and Work has commenced, and the subsequent remobilization of personnel and equipment to complete the Project. Each Intermediate Demobilization and Remobilization shall only be authorized upon a written directive from the Owner. Related Work shall include furnishing all labor, materials, tools, equipment and incidentals required to demobilize for the E-20: Wurzbach Parkway Project, in accordance with the Contract Documents, complete in place. This item shall include bypass pumping, in accordance with Item 864-S1 and/or Item No. 864-S2, during an intermediate demobilization.”

Section 100.2 – REPLACE Section 100.2 with the following:

• “1. Measurement of the Item, Mobilization, as specified herein, shall be Lump Sum as the Work progresses. 2. Measurement of the Item, Intermediate Demobilization and Remobilization, as specified herein, except for Intermediate Demobilization Bypass Pumping Items, shall be by the Each as the Work progresses. 3. Measurement of the Item, Intermediate Demobilization Bypass Pumping Equipment Rental, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item. 4. Measurement of the Item, Intermediate Demobilization Bypass Pumping Fuel, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item. 5. Measurement of the Item, Intermediate Demobilization Bypass Pump Watching, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item.”

Section 100.3 – ADD the following Section:

• “7. Intermediate Demobilization and Remobilization: this bid item will only be paid if prior authorized in writing by Owner. This bid item is limited to delays outside of the Contractor’s control that are not otherwise provided for in the General Conditions. Examples of these types of delays would be Owner easement acquisition, permitting issues (only those permits not controlled by the Contractor), or other Owner activities. Any other provision contained herein notwithstanding Contractor will not be entitled to compensation under this bid item for work suspended during the 10 cumulative days allowed for by the Contract in the General Conditions, Article IV, Paragraph 4.8 Suspension of Work by Owner. For purpose of clarification, if a demobilization is requested by Owner in accordance with this bid item, Contractor will be compensated for the bypass equipment rental, fuel, and manning the bypass pumps from the time of demobilization to the remobilizations under the other appropriate bid items. Intermediate Demobilization and remobilization will be paid for by the Each. Payment for Intermediate Demobilization Bypass Pumping Equipment Rental shall only be made if prior authorized in writing by the Owner, shall be made at the Contract Unit Price by the Day, and shall be full compensation for all bypass pumping equipment rental including pumps, suction and discharge hoses, headers, plugs, equipment delivery, setup and removal, hose installation, maintenance and removal, manhole cone removal, pavement removal and restoration, excavation and backfilling, and other ancillary items required for bypass pumping, except fuel and pump watch items, complete in place. Associated payment shall be made under item 864-S1.1 and / or 864-S2.1. Payment for Intermediate Demobilization Bypass Pumping Watch shall only be made if prior authorized in writing by the Owner, shall be made at the Contract Unit Price by the Day, and shall be full compensation for all bypass pumping watching including labor, supervision, and other ancillary items required to provide continuous operation of bypass pumping during intermediate demobilization. Associated payment shall be made under item 864-S1.3 and / or 864-S2.2


All other language in Specification Item 100 – Mobilization (Open Cut) remains in full force.”

3. SP 100B MOBILIZATION (Bore/Tunnel) Special Provisions incorporated in the original Contract Documents shall remain unchanged. Section 100.1 – REPLACE Section 100.1 with the following:

• Number the existing paragraph “1.”, and add the following additional paragraph: “2. Intermediate Demobilization and Remobilization: This item includes all the Contractor’s expenses for an Owner-directed intermediate project demobilization of personnel and equipment that occurs after the contract Notice to Proceed has been give and Work has commenced, and the subsequent remobilization of personnel and equipment to complete the Project. Each Intermediate Demobilization and Remobilization shall only be authorized upon a written directive from the Owner. Related Work shall include furnishing all labor, materials, tools, equipment and incidentals required to demobilize for the E-20: Wurzbach Parkway Project, in accordance with the Contract Documents, complete in place. This item shall include bypass pumping, in accordance with Item 864-S1 and/or Item No. 864-S2, during an intermediate demobilization.”

Section 100.2 – REPLACE Section 100.2 with the following:

• “1. Measurement of the Item, Mobilization, as specified herein, shall be Lump Sum as the Work progresses. 2. Measurement of the Item, Intermediate Demobilization and Remobilization, as specified herein, except for Intermediate Demobilization Bypass Pumping Items, shall be by the Each as the Work progresses. 3. Measurement of the Item, Intermediate Demobilization Bypass Pumping Equipment Rental, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item. 4. Measurement of the Item, Intermediate Demobilization Bypass Pumping Fuel, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item. 5. Measurement of the Item, Intermediate Demobilization Bypass Pump Watching, as specified herein and in Item No. 864-S1 and/or 864-S2 shall be by the Day. For multi-bypass pumping setups at any given Project Site, payment shall be proportional to the overall amount established bid line item.”

Section 100.3 – ADD the following Section:

• “7. Intermediate Demobilization and Remobilization: this bid item will only be paid if prior authorized in writing by Owner. This bid item is limited to delays outside of the Contractor’s control that are not otherwise provided for in the General Conditions. Examples of these types of delays would be Owner easement acquisition, permitting issues (only those permits not controlled by the Contractor), or other Owner activities. Any other provision contained herein notwithstanding Contractor will not be entitled to compensation under this bid item for work suspended during the 10 cumulative days allowed for by the Contract in the General Conditions, Article IV, Paragraph 4.8 Suspension of Work by Owner. For purpose of clarification, if a demobilization is requested by Owner in accordance with this bid item, Contractor will be compensated for the bypass equipment rental, fuel, and manning the bypass pumps from the time of demobilization to the remobilizations under the other appropriate bid items. Intermediate Demobilization and remobilization will be paid for by the Each. Payment for Intermediate Demobilization Bypass Pumping Equipment Rental shall only be made if prior authorized in writing by the Owner, shall be made at the Contract Unit Price by the Day, and shall be full compensation for all bypass pumping equipment rental including pumps, suction and discharge hoses, headers, plugs, equipment delivery, setup and removal, hose installation, maintenance and removal, manhole cone removal, pavement removal and restoration, excavation and backfilling, and other ancillary items required for bypass pumping, except fuel and pump watch items, complete in place. Associated payment shall be made under item 864-S1.1 and / or 864-S2.1. Payment for Intermediate Demobilization Bypass Pumping Watch shall only be made if prior authorized in writing by the Owner, shall be made at the Contract Unit Price by the Day, and shall be full compensation for all bypass pumping watching including labor, supervision, and other ancillary items

Job No. 16-4507

E-20: Wurzbach Parkway Project – Segment 1

Solicitation No. CO-00257-FF

Rev. 07/15

PP-1 Addendum 3

PRICE PROPOSAL

PROPOSAL OF , a corporation a partnership consisting of ____________________________________________________________________ an individual doing business as ________________________________________________________________ THE SAN ANTONIO WATER SYSTEM: Pursuant to Instructions and Request for Competitive Sealed Proposals, the undersigned proposes to furnish all labor and materials as specified and perform the work required for the project as specified, in accordance with the Plans and Specifications for the following prices to wit:

(PLEASE SEE ATTACHED PDF LIST OF BID ITEMS)

Mobilization and Prep of ROW shall be limited to the maximum percentage shown. If the percentage exceeds the allowable maximum stated for mobilization and or preparation of ROW, SAWS reserves the right to cap the amount at the percentages shown and adjust the extensions of the bid items accordingly. RESPONDENT’S SIGNATURE & TITLE FIRM’S NAME (TYPE OR PRINT) FIRM’S ADDRESS FIRM’S PHONE NO. /FAX NO. FIRM’S EMAIL ADDRESS The Contractor herein acknowledges receipt of the following: Addendum Nos.___________________ OWNER RESERVES THE RIGHT TO ACCEPT THE OVERALL MOST RESPONSIBLE PROPOSAL. The Respondent offers to construct the Project in accordance with the Contract Documents for the contract price, and to complete the Project within 630 calendar days after the start date, as set forth in the Authorization to Proceed. The Respondent understands and accepts the provisions of the contract Documents relating to liquidated damages of the project if not completed on time. Complete the additional requirements of the Proposal which are included on the following pages.

E‐20: Wurzbach Parkway Project ‐ Segment 1

Solicitation No. CO‐00257‐FF

ITEM NO.

SPEC. NO.

ITEM DESCRIPTIONUNIT OF

MEASURE QUANTITY UNIT PRICE TOTAL PRICE

1 103.1 REMOVE CONCRETE (CURB) LF 985 $ $

2 103.4 REMOVE MISCELLANEOUS CONCRETE SF 7,759 $ $

3 104.1 STREET EXCAVATION (12" DEPTH) CY 2,066 $ $

4 200.1 FLEXIBLE BASE PER 6 IN. COMPACTED DEPTH SY 1,969 $ $

5 202.1 PRIME COAT GAL 468 $ $

6 203.1 TACK COAT GAL 234 $ $

7 205.1 HOT MIX ASPHALTIC PAVEMENT TYPE A (3 INCHES PAVEMENT THICKNESS) SY 666 $ $

8 205.2 HOT MIX ASPHALTIC PAVEMENT TYPE B (10 INCHES PAVEMENT THICKNESS) SY 2,010 $ $

9 205.4 HOT MIX ASPHALTIC PAVEMENT TYPE D (2 INCHES PAVEMENT THICKNESS) SY 2,345 $ $

10 208.1 SALVAGING, HAULING, AND STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT (12 INCHES DEPTH) SY 2,002 $ $

11 208.1A SALVAGING, HAULING, AND STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT (2 INCHES DEPTH) SY 271 $ $

12 413.1 FLOWABLE FILL (LOW STRENGTH) CY 2,226 $ $

13 1/C47 CONCRETE COLLAR CY 10 $ $

14 500.1 CONCRETE CURB LF 485 $ $

15 1/C44 CONCRETE STRUCTURE (TRAIL) CY 12 $ $

16 1/C42A CONCRETE STRUCTURE (TRAIL) CY 64 $ $

17 1/C42B CONCRETE STRUCTURE (TRAIL) CY 46 $ $

18 507.3 CHAIN LINK WIRE FENCE (6' HIGH WITH 3 STRAND BARBWIRE) LF 125 $ $

19 508.1A RELOCATING WIRE FENCE LF 75 $ $

20 508.1B RELOCATING WIRE FENCE (5 STRAND BARBED WIRE WITH WOODEN POSTS) LF 50 $ $

21 515.1 TOPSOIL CY 982 $ $

22 G17‐G19 DRILL SEEDING WITH NATIVE GRASSES SY 89,408 $ $

23 530.1 BARRICADES, SIGNS AND TRAFFIC HANDLING LS 1 $ $

24 550.1 TRENCH EXCAVATION SAFETY PROTECTION LF 12,114 $ $

25 540 STORM WATER POLLUTION PREVENTION PLAN LS 1 $ $

26 554.1 EROSION CONTROL MATTING (TURF REINFORCEMENT MAT) SY 2,039 $ $

27 804A.1 ENVIRONMENTAL SERVICES LS 1 $ $

28 804B.1 SOIL EXCAVATION, STOCKPILING, AND BACKFILL (ASSOCIATED WITH LANDFILL) CY 45,846 $ $

29 804C.1 CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (CLASS I) CY 32,092 $ $

30 804D.1 CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (CLASS II) CY 11,462 $ $

31 804E.1 CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (SPECIAL WASTE) CY 2,292 $ $

32 804F.1 SELECT FILL CY 43,802 $ $

33 804G.1 WATER STORAGE EA 5 $ $

34 804H.1 CONTAMINATED WATER DISPOSAL (RECYCLING/DISPOSAL CENTER) TONS 222 $ $

35 804H.2 CONTAMINATED WATER DISPOSAL (RECYCLING/DISPOSAL CENTER) TONS 222 $ $

36 848A 6‐INCH SDR26 (ASTM D‐2241) PVC FORCE MAIN LF 8 $ $

37 848A 8‐INCH SDR‐26 (ASTM D‐3034) PVC SANITARY SEWER LINE (6'‐10' DEPTH) LF 490 $ $




41 848A 21‐INCH PS115 (ASTM F‐679) SANITARY SEWER LINE (10'‐14' DEPTH) LF 33 $ $




45 848B SANITARY SEWERS ‐ PIPE TESTING AND ACCEPTANCE LS 1 $ $

46 850A SANITARY SEWER STRUCTURE (COMPLETE) TYPE "B" (ALL DEPTHS) EA 2 $ $

47 850B SANITARY SEWER STRUCTURE (COMPLETE) TYPE "B" ‐ MANHOLE TESTING AND ACCEPTANCE LS 1 $ $

48 852A SANITARY SEWER MANHOLE (4' DIAMETER) EA 11 $ $

49 852A EXTRA DEPTH MANHOLE (>6') (4' DIAMETER) VF 76 $ $

50 852B SANITARY SEWER MANHOLES ‐ MANHOLES TESTING AND ACCEPTANCE LS 1 $ $

51 853A FIBER REINFORCED SANITARY SEWER MANHOLE ‐ TEE BASE FIBERGLASS MANHOLE, MITER (36" X 48") (60" DIA.) EA 3 $ $

52 853A FIBER REINFORCED SANITARY SEWER MANHOLE ‐ TEE BASE FIBERGLASS MANHOLE, MITER (54" X 48") (60" DIA.) EA 25 $ $

53 853A FIBER REINFORCED SANITARY SEWER MANHOLE ‐ (5' DIA.) EA 2 $ $

54 853A FIBER REINFORCED SANITARY SEWER MANHOLE, EXTRA DEPTH (>6') (5' DIA.) VF 25 $ $

55853A FIBER REINFORCED SANITARY SEWER MANHOLE ‐ TEE BASE FIBERGLASS MANHOLE, MITER W/DROP (54" X 48") (60" DIA.) EA 4 $ $

56 853A FIBER REINFORCED SANITARY SEWER MANHOLE ‐ TEE BASE FIBERGLASS MANHOLE, EXTRA DEPTH (>6') (60" DIA.) VF 658 $ $

57 853B FIBER‐REINFORCED SANITARY SEWER MANHOLES ‐ MANHOLE TESTING AND ACCEPTANCE LS 1 $ $

58 855 RECONSTRUCTION OF EXISTING MANHOLES EA 6 $ $

59

02314

02341

02345

JACKING, BORING OR TUNNELING (24") LF 122 $ $

60

02314

02341

02345


61

02314

02341

02345


62

02314

02341 JACKING, BORING OR TUNNELING (72") LF 1,811 $ $

63 2345 MICROTUNNELING (72") LF 742 $ $

64 02349 CARRIER PIPE FOR JACKING, BORING OR TUNNELING (8" PVC SDR26 GRAVITY SEWER CARRIER PIPE IN TUNNEL) LF 122 $ $

65 02349 CARRIER PIPE FOR JACKING, BORING OR TUNNELING (24" PVC SDR26 GRAVITY SEWER CARRIER PIPE IN TUNNEL) LF 135 $ $

66 02349 CARRIER PIPE FOR JACKING, BORING OR TUNNELING (36" FRP PS72 GRAVITY SEWER CARRIER PIPE IN TUNNEL) LF 194 $ $

67 02349 CARRIER PIPE FOR JACKING, BORING OR TUNNELING (54" FRP PS72 GRAVITY SEWER CARRIER PIPE IN TUNNEL) LF 2,553 $ $

68 02610 CASING 24" (6" AND 8" PVC)(.375" THICK) LF 122 $ $

69 02610 CASING 42" (24" PVC) (0.5" THICK) LF 135 $ $

70 02610 CASING 54" (36"FRP)(0.5" THICK) LF 194 $ $

71 02610 CASING 72" (54" FRP)(0.75" THICK) LF 2,271 $ $

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E‐20: Wurzbach Parkway Project ‐ Segment 1

Solicitation No. CO‐00257‐FF

ITEM NO.

SPEC. NO.

ITEM DESCRIPTIONUNIT OF

MEASURE QUANTITY UNIT PRICE TOTAL PRICE

72 02610 CASING 72" (54" FRP)(1.0" THICK) LF 282 $ $

73 857A 18‐INCH FRP (ASTM D‐3262) (PS 72) SANITARY SEWER LINE LF 25 $ $

74 857A 36‐INCH FRP (ASTM D‐3262) (PS 72) SANITARY SEWER LINE (10'‐ 14' DEPTH) LF 26 $ $



77 857A 54‐INCH FRP (ASTM D‐3262) (PS 72) SANITARY SEWER LINE (14'‐18' DEPTH) LF 693 $ $

78 857A 54‐INCH FRP (ASTM D‐3262) (PS 72) SANITARY SEWER LINE (18'‐22' DEPTH) LF 1,299 $ $




82 857A 60‐INCH FRP (ASTM D‐3262) (PS 72) SANITARY SEWER LINE (22'‐25' DEPTH) LF 39 $ $

83 857B FIBERGLASS REINFORCED PIPE FOR LARGE DIAMETER GRAVITY SEWER: PIPE TESTING AND ACCEPTANCE LS 1 $ $

84 858 CONCRETE ENCASEMENT CY 100 $ $

85 862.2 ABANDON ‐ SANITARY SEWER MAIN (36‐INCH) LF 6,720 $ $

86 862.3 ABANDON ‐ SANITARY SEWER MAIN (42‐INCH) LF 4,039 $ $

87 862.4 ABANDON ‐ SANITARY SEWER MAIN (66‐INCH) LF 400 $ $

88 864‐S1 BYPASS PUMPING AND FLOW MANAGEMENT (SMALL DIAMETER SANITARY SEWERS) LS 1 $ $

89 864‐S2 BYPASS PUMPING AND FLOW MANAGEMENT (LARGE DIAMETER SANITARY SEWERS) LS 1 $ $

90 866 SEWER MAIN TELEVISION INSPECTION (8" THROUGH 15") LF 1,155 $ $

91 866 SEWER MAIN TELEVISING INSPECTION (18" THROUGH 24") LF 311 $ $

92 866 SEWER MAIN TELEVISING INSPECTION (30" AND LARGER) LF 13,633 $ $

93 866A EXISTING SEWER MAIN TELEVISION INSPECTION (8" THROUGH 15") LF 2,150 $ $

94 1103 POINT REPAIRS AND OBSTRUCTION REMOVAL (8" AND 12") EA 5 $ $

95 1100 SLIP‐LINING SANITARY SEWERS (SLIPLINE EX. 42" W/ 24")(10'‐14' DEPTH) LF 932 $ $





$

100 SC2.1 CPS GAS LINE RELOCATION ALLOWANCE ALW 1 $66,000 $66,000

101 SC9 UPRR MONITORING ALLOWANCE ALW 1 $75,000 $75,000

102 1/C7 ELEVATED TRAIL STRUCTURE ALLLOWANCE ALW 1 $35,000 $35,000

103 100 INTERMEDIATE DEMOBILIZATION BYPASS EQUIPMENT RENTAL MD 20 $ $

104 100 INTERMEDIATE DEMOBILIZATION BYPASS PUMPING FUEL MD 20 $ $

105 100 INTERMEDIATE DEMOBILIZATION BYPASS PUMPING WATCH MD 20 $ $

106 SP100A INTERMEDIATE DEMOBILIZATION/REMOBILIZATION (OPEN CUT) EA 2 $ $

107 SP100B INTERMEDIATE DEMOBILIZATION/REMOBILIZATION (BORE/TUNNEL) EA 2 $ $

108 100.1 MOBILIZATION (MAX 10% OF ITEMS 1 TO 99) LS 1 $ $

109 101.1 PREPARING RIGHT‐OF‐WAY (MAX 5% OF ITEMS 1 TO 99) LS 1 $ $

TOTAL BID PRICE $

(to include Items 1 ‐ 99 and 100 ‐ 109)

E‐20: Wurzbach Parkway Project ‐ Segment 1 Subtotal (Items 1 ‐ 99)

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Text Box

# ITEM DESCRIPTION UNIT QUANTITY

1 103.1REMOVE CONCRETE (CURB)

LF 985

2 103.4 REMOVE MISCELLANEOUS CONCRETE SF7,759

3 104.1

STREET EXCAVATION (12" DEPTH)

CY2,066

4 200.1 FLEXIBLE BASE PER 6 IN. COMPACTED DEPTH SY1,969

5 202.1 PRIME COAT GAL 468

6 203.1 TACK COAT GAL 234

7 205.1

HOT MIX ASPHALTIC PAVEMENT TYPE A (3 INCHES PAVEMENT THICKNESS)

SY 666

8 205.2

HOT MIX ASPHALTIC PAVEMENT TYPE B (10 INCHES PAVEMENT THICKNESS)

SY2,010

9 205.4

HOT MIX ASPHALTIC PAVEMENT TYPE D (2 INCHES PAVEMENT THICKNESS)

SY2,345

10 208.1

SALVAGING, HAULING, AND STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT (12 INCHES DEPTH)

SY2,002

11 208.1ASALVAGING, HAULING, AND STOCKPILING RECLAIMABLE ASPHALTIC PAVEMENT (2 INCHES DEPTH)

SY 271

12 413.1FLOWABLE FILL (LOW STRENGTH)

CY2,226

13 1/C47 CONCRETE COLLAR CY 10

14 500.1 CONCRETE CURB LF 485

15 1/C44

CONCRETE STRUCTURE (TRAIL)

CY 12

16 1/C42A


CY 64

17 1/C42B


CY 46

18 507.3

CHAIN LINK WIRE FENCE (6' HIGH WITH 3 STRAND BARBWIRE)

LF 125

19 508.1A RELOCATING WIRE FENCE LF 75

20 508.1B

RELOCATING WIRE FENCE (5 STRAND BARBED WIRE WITH WOODEN POSTS)

LF 50

21 515.1 TOPSOIL CY 982

22 G17-G19 DRILL SEEDING WITH NATIVE GRASSES SY89,408

23 530.1BARRICADES, SIGNS AND TRAFFIC HANDLING

LS 1

24 550.1 TRENCH EXCAVATION SAFETY PROTECTION LF12,114

25 540 STORM WATER POLLUTION PREVENTION PLAN LS 1

26 554.1

EROSION CONTROL MATTING (TURF REINFORCEMENT MAT)

SY2,039

27 804A.1 ENVIRONMENTAL SERVICES LS 1

28 804B.1

SOIL EXCAVATION, STOCKPILING, AND BACKFILL (ASSOCIATED WITH LANDFILL)

CY45,846

29 804C.1

CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (CLASS I)

CY32,092

30 804D.1

CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (CLASS II)

CY11,462

31 804E.1

CONTAMINATED WASTE CLASSIFICATION, TRANSPORTATION, AND DISPOSAL (SPECIAL WASTE)

CY2,292

32 804F.1 SELECT FILL CY43,802

33 804G.1 WATER STORAGE EA 5

34 804H.1

CONTAMINATED WATER DISPOSAL (RECYCLING/DISPOSAL CENTER)

TONS 222

35 804H.2

CONTAMINATED WATER DISPOSAL (RECYCLING/DISPOSAL CENTER)

TONS 222

36 848A

6-INCH SDR26 (ASTM D-2241) PVC FORCE MAIN

LF 8

37 848A

8-INCH SDR-26 (ASTM D-3034) PVC SANITARY SEWER LINE (6'-10' DEPTH)

LF 490

38 848A


LF 192

39 848A


LF 165

40 848A


LF 186

41 848A

21-INCH PS115 (ASTM F-679) SANITARY SEWER LINE (10'-14' DEPTH)

LF 33

42 848A24-INCH PS115 (ASTM F-679) SANITARY SEWER LINE (6'-10' DEPTH)

LF 60

43 848A24-INCH PS115 (ASTM F-679) SANITARY SEWER LINE (10'-14' DEPTH)

LF 20

44 848A

24-INCH PS115 (ASTM F-679) SANITARY SEWER LINE (18'-22' DEPTH)

LF 55

45 848B SANITARY SEWERS - PIPE TESTING AND ACCEPTANCE LS 1

46 850A

SANITARY SEWER STRUCTURE (COMPLETE) TYPE "B" (ALL DEPTHS)

EA 2

47 850B

SANITARY SEWER STRUCTURE (COMPLETE) TYPE "B" - MANHOLE TESTING AND ACCEPTANCE

LS 1

48 852A

SANITARY SEWER MANHOLE (4' DIAMETER)

EA 11

49 852A

EXTRA DEPTH MANHOLE (>6') (4' DIAMETER)

VF 76

50 852B SANITARY SEWER MANHOLES - MANHOLES TESTING AND ACCEPTANCE LS 1

51 853A

FIBER REINFORCED SANITARY SEWER MANHOLE - TEE BASE FIBERGLASS MANHOLE, MITER (36" X 48") (60" DIA.)

EA 3

52 853A

FIBER REINFORCED SANITARY SEWER MANHOLE - TEE BASE FIBERGLASS MANHOLE, MITER (54" X 48") (60" DIA.)

EA 25

53 853AFIBER REINFORCED SANITARY SEWER MANHOLE - (5' DIA.)

EA 2

54 853AFIBER REINFORCED SANITARY SEWER MANHOLE, EXTRA DEPTH (>6') (5' DIA.)

VF 25

55 853A

FIBER REINFORCED SANITARY SEWER MANHOLE - TEE BASE FIBERGLASS MANHOLE, MITER W/DROP (54" X 48") (60"

DIA.)

EA 4

56 853AFIBER REINFORCED SANITARY SEWER MANHOLE - TEE BASE FIBERGLASS MANHOLE, EXTRA DEPTH (>6') (60" DIA.)

VF 658

57 853B FIBER-REINFORCED SANITARY SEWER MANHOLES - MANHOLE TESTING AND ACCEPTANCE LS 1

58 855 RECONSTRUCTION OF EXISTING MANHOLES EA 6

59

02314

02341

02345

JACKING, BORING OR TUNNELING (24")

LF 122

60

02314

02341

02345


LF 135

61

02314

02341

02345


LF 194

62

02314

02341


LF1,811

63 02345

MICROTUNNELING (72")

LF 742

64 02349

CARRIER PIPE FOR JACKING, BORING OR TUNNELING (8" PVC SDR26 GRAVITY SEWER CARRIER PIPE IN TUNNEL)

LF 122

65 02349

CARRIER PIPE FOR JACKING, BORING OR TUNNELING (24" PVC SDR26 GRAVITY SEWER CARRIER PIPE IN TUNNEL)

LF 135

66 02349

CARRIER PIPE FOR JACKING, BORING OR TUNNELING (36" FRP PS72 GRAVITY SEWER CARRIER PIPE IN TUNNEL)

LF 194

67 02349

CARRIER PIPE FOR JACKING, BORING OR TUNNELING (54" FRP PS72 GRAVITY SEWER CARRIER PIPE IN TUNNEL)

LF2,553

68 02610

CASING 24" (6" AND 8" PVC)(.375" THICK)

LF 122

69 02610

CASING 42" (24" PVC) (0.5" THICK)

LF 135

70 02610

CASING 54" (36"FRP)(0.5" THICK)

LF 194

71 02610CASING 72" (54" FRP)(0.75" THICK)

LF2,271

72 02610

CASING 72" (54" FRP)(1.0" THICK)

LF 282

73 857A

18-INCH FRP (ASTM D-3262) (PS 72) SANITARY SEWER LINE

LF 25

74 857A

36-INCH FRP (ASTM D-3262) (PS 72) SANITARY SEWER LINE (10'- 14' DEPTH)

LF 26

75 857A


LF 10

76 857A


LF 24

77 857A

54-INCH FRP (ASTM D-3262) (PS 72) SANITARY SEWER LINE (14'-18' DEPTH)

LF 693

78 857A


LF1,299

79 857A


LF1,842

80 857A


LF5,241

81 857A


LF1,711

82 857A60-INCH FRP (ASTM D-3262) (PS 72) SANITARY SEWER LINE (22'-25' DEPTH)

LF 39

83 857B FIBERGLASS REINFORCED PIPE FOR LARGE DIAMETER GRAVITY SEWER: PIPE TESTING AND ACCEPTANCE LS 1

84 858 CONCRETE ENCASEMENT CY 100

85 862.2

ABANDON - SANITARY SEWER MAIN (36-INCH)

LF6,720

86 862.3


LF4,039

87 862.4


LF 400

88 864-S1

BYPASS PUMPING AND FLOW MANAGEMENT (SMALL DIAMETER SANITARY SEWERS)

LS 1

89 864-S2

BYPASS PUMPING AND FLOW MANAGEMENT (LARGE DIAMETER SANITARY SEWERS)

LS 1

90 866

SEWER MAIN TELEVISION INSPECTION (8" THROUGH 15")

LF1,155

91 866

SEWER MAIN TELEVISING INSPECTION (18" THROUGH 24")

LF 311

92 866

SEWER MAIN TELEVISING INSPECTION (30" AND LARGER)

LF13,633

93 866AEXISTING SEWER MAIN TELEVISION INSPECTION (8" THROUGH 15")

LF2,150

94 1103

POINT REPAIRS AND OBSTRUCTION REMOVAL (8" AND 12")

EA 5

95 1100

SLIP-LINING SANITARY SEWERS (SLIPLINE EX. 42" W/ 24")(10'-14' DEPTH)

LF 932

96 1100


LF 687

97 1100


LF 615

98 1100


LF 650

99 1100


LF 700

100 SC2.1 CPS GAS LINE RELOCATION ALLOWANCE ALW 1

101 SC9 UPRR MONITORING ALLOWANCE ALW 1

102 1/C7 ELEVATED TRAIL STRUCTURE ALLLOWANCE ALW 1

103 100 INTERMEDIATE DEMOBILIZATION BYPASS EQUIPMENT RENTAL MD 20

104 100 INTERMEDIATE DEMOBILIZATION BYPASS PUMPING FUEL MD 20

105 100 INTERMEDIATE DEMOBILIZATION BYPASS PUMPING WATCH MD 20

106 SP100A

INTERMEDIATE DEMOBILIZATION/REMOBILIZATION (OPEN CUT)

EA 2

107 SP100B

INTERMEDIATE DEMOBILIZATION/REMOBILIZATION (BORE/TUNNEL)

EA 2

108 100.1

MOBILIZATION (MAX 10% OF ITEMS 1 TO 99)

LS 1

109 101.1

PREPARING RIGHT-OF-WAY (MAX 5% OF ITEMS 1 TO 99)

LS 1

#

ITEM DESCRIPTION UNIT QUANTITY

601 NW Loop 410 Suite 350

Texas Registered Firm, No. F-928

San Antonio, TX 78216 Fax No. 210-541-8699

Tel No. 210-541-9166

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