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PART I - THE PRICE SCHEDULE SECTION
00010 - SUPPLIES OR SERVICES AND PRICES
PRICE SCHEDULE
Item No.
| Description of Item |
| Estimated |
Quantity
Price Estimated Amount
BASE BID ITEMS
| 0001 |
| All costs in connection with construction of the McMillan Water Treatment Plant complete as shown on the drawings and specified, but exclusive of work covered under Base Bid 0002 thru 0007 and Optional Items 0008 thru 0019, below. |
| JOB |
| LS |
| 0002 |
| All cost in connection with the South Clearwell to include the demolition & relocation of 78-inch Butterfly Valve, installation of 78-inch steel spool piece, new static mixer, valve operator & stem supports, chemical pipe guides, chemical carrier pipes and chemical lines as shown on sheets M-10, M-11 & M-12; and the cost to make the South Clearwell Effluent Meter Vault Water Tight as shown on sheets S-14 and S-20 using water tight injection grouting. Assume 100 LF of water-proof grouting and 500 SF of watertight sealant. |
| JOB |
| LS |
| 0003 |
| All costs in connection with the North Clearwell for procuring and installing a static mixer behind sluice gate 6-37, including the removal and reinstallation of the chemical feed lines as shown in sheet M-06; and the cost for procuring and installing replacement wiring for the Accusonic Flow Meter shown on sheet E-02. |
| JOB |
| LS |
| 0004 |
| All cost in connection with cleaning the 48-inch DI drain line from the North Clearwell to the Trunk Sewer as shown in sheet M-13, assuming pipe is ¼ full of lime sludge or 7,500 CF to be cleaned; cost to video 2400 feet of the interior of the 48-inch pipe from the North Clearwell Drain Gate to the Trunk Sewer; Cost for a D.C. Registered Professional Engineer to prepare, sign and seal a condition assessment report based on the video evidence. |
| JOB |
| LS |
| 0005 |
| All cost in connection with the demolition of existing gates and sealing of abandoned pipe as shown on sheets M-04, procurement and installation of 3 new sluice gates Complete as shown on sheet M-05, new chemical feed pipes, new electric operators and modification to entry hatch. |
| JOB |
| LS |
| 0006 |
| All Cost to replace sluice gate 6-37 including demolition, and procurement of new sluice gate, stem, supports, surface support slab and electric actuators as shown on sheet M-06. |
| JOB |
| LS |
| 0007 |
| All Cost to provide maintenance to gate 6-50 to reduce leaking per specification |
| JOB |
| LS |
| TOTAL BASE BID |
| $___________ |
Item No.
| Description of Item |
| Estimated |
Quantity
Price Estimated Amount
OPTIONAL BID ITEMS
| 0008 |
| All cost for installation of Soil Erosion and Sediment Control measures as required under the DOEE Permit and as shown on sheets C-05 thru C-10. |
| JOB |
| LS |
| 0009 |
| All costs to repair interior wall base joint as specified in Section 03 01 35, and defined in contract drawings sheet S-20, including Waterproof Membrane Patch. |
| 750 |
| LF |
| $_______ |
| $___________ |
| 0010 |
| All costs to repair Expansion/Construction joints as specified in Section 03 01 35, and defined in contract drawings sheet S-20 without Waterproof Injection Grout, including Waterproof Membrane Patch. |
| 250 |
| LF |
| $_______ |
| $___________ |
| 0011 |
| Expansion/Construction Joint Repair with Waterproof Injection Grout, including Waterproof Membrane Patch |
| 750 |
| LF |
| $_______ |
| $___________ |
| 0012 |
| All Costs to repair wall and floor cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-20. Using Structural Crack Repair Material |
| 2,000 |
| LF |
| $_______ |
| $___________ |
| 0013 |
| All Costs to repair ceiling cracks as specified in Section 03 01 35, and defined in contract drawings sheet S-20. Using Structural Crack Repair Material |
| 6,000 |
| LF |
| $_______ |
| $___________ |
| 0014 |
| All Costs to repair surface ceiling spalls as specified in Section 03 01 35, and defined in contract drawings sheet S-20. |
| 30 |
| CF |
| $______ |
| $__________ |
| 0015 |
| All Costs to repair ceiling spalls using formed repair method as specified in Section 03 01 35, and defined in contract drawings sheet S-20 |
| 50 |
| CF |
| $_______ |
| $___________ |
| 0016 |
| All Cost to install mat slab joint water tight membrane system as shown in sheet S-08 |
| 16,400 |
| LF |
| $_______ |
| $___________ |
| 0017 |
| All Cost to abandon and seal 4 pipes within the clearwell as shown on sheet M-01 |
| JOB |
| LS |
| 0018 |
| All Costs to procure and construction the North Clearwell Interior FRP Baffle Wall System as shown in sheets S-03& S-03A and specified in section 06 72 11. |
| JOB |
| LS |
| 0019 |
| All Costs to construction the new concrete elevated slab over the entire North Clearwell Structure. Work includes but not limited to excavation and disposal of overlay soil, water tight membrane and preparation for new two-way reinforced slab, new water tight membrane, “green” roof, new perimeter drain, and above Clearwell utility relocations not associated with the Control Structure Electrical Work as shown on sheets S-01 thru S-13 & E-02 thru E-04 |
| JOB |
| LS |
| TOTAL BASE BID AND OPTIONAL BID ITEMS AMOUNT |
| $___________ |
NOTES TO OFFERORS
Offerors must bid on all items including Optional Items. Failure to bid on all items may be cause for rejection of the bid.
Optional Items may be exercised at any time within 90 calendar days after contract award. The Contracting Officer may exercise the Optional Items by written notice to the Contractor, postmarked within the period specified above. The Government may exercise any, all or none of the listed Optional Items in any order.
An additional 365 calendar days will be allowed when an Optional Item is exercised.
52.217-3 Evaluation Exclusive of Options (APR 1984)
Except when it is determined in accordance with FAR 217.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). 52.217-5
00010-5
