Attachment 1 - Seed Project B-Pages.pdf

BID SCHEDULE INSTRUCTIONS

PROJECT: FW-FLPA 419(1)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total by adding the amounts of the listed items, and show in the block provided on Page B-7. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP (standard specifications book) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total as directed on the Bid Summary page.

SCHEDULE OF WORK

The Bid Schedule is comprised of the following:

Schedule A - Pages B-1 thru B-6

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all contract work from the effective date of the Notice to Proceed to contract completion. The maximum number of calendar days allowed (i.e., the contact performance period) is shown in Block 11 of the SF-1442 and described below.

The performance period to complete all Schedule A work will be 205 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be September 2020. See Subsection

108.01 of the SCR’s for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation Total Price of Project, which is defined as:

Schedule A Bid Total.

B - 1

Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0050 15705-0100 SOIL EROSION CONTROL, SILT FENCE

6,600 LNFT $____________ $____________

A0060 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

A0070 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0080 20101-0000 CLEARING AND GRUBBING

2.00 ACRE $____________ $____________

A0090 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0100 20301-3600 REMOVAL OF RAISED PAVEMENT MARKER

115 EACH $____________ $____________

A0110 20302-0900 REMOVAL OF FENCE, CHAIN LINK

660 LNFT $____________ $____________

A0120 20302-2600 REMOVAL OF PAVEMENT MARKINGS

13,400 LNFT $____________ $____________

A0130 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

2,800 SQYD $____________ $____________

A0140 20304-5000 REMOVAL OF BUILDING (CARPORTS)

ALL LPSM $___LPSM_____ $____________

A0150 20315-0000 SAWCUTTING PAVEMENT

6,500 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:FW-FLPA 419(1)

Project Name:Rehabilitation of Fritz Road in Florida Panther National Wildlife Refuge

B - 2

A0160 20401-0000 ROADWAY EXCAVATION

4,500 CUYD $____________ $____________

A0170 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

700 SQYD $____________ $____________

A0180 20703-2000 GEOGRID, STABILIZATION

1,260 SQYD $____________ $____________

A0190 21101-2000 ROADWAY OBLITERATION, METHOD 2

120 SQYD $____________ $____________

A0200 21301-0000 SUBGRADE STABILIZATION (FDOT TYPE B STABILIZATION, LBR 40)

6,000 SQYD $____________ $____________

A0210 30101-4000 AGGREGATE BASE GRADING C OR D

4,700 TON $____________ $____________

A0230 30303-1000 ROADBED RECONDITIONING

1,500 SQYD $____________ $____________

A0240 31302-0600 AGGREGATE-TOPSOIL COURSE, 6-INCH DEPTH

900 SQYD $____________ $____________

A0250 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 67-22) (FDOT

ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC-9.5, PG 67-22)

950 TON $____________ $____________

A0260 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (STRUCTURAL

COURSE, FDOT SUPERPAVE ASPHALT CONCRETE, TRAFFIC C)

1,180 TON $____________ $____________

A0270 41102-0000 PRIME COAT

8,050 SQYD $____________ $____________

A0280 41202-0000 TACK COAT

460 GAL $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0290 41301-0000 ASPHALT PAVEMENT MILLING

5,000 SQYD $____________ $____________

A0300 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

95 LNFT $____________ $____________

A0310 61501-1100 SIDEWALK, ASPHALT (MISCELLANEOUS)

1,030 SQYD $____________ $____________

A0320 61701-1350 GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEEL POSTS

(GUARDRAIL-ROADWAY, GEN TL-3)

1,800 LNFT $____________ $____________

A0330 61702-0400 TERMINAL SECTION, TYPE G4-CRT (GUARDRAIL END TREATMENT-TYPE

CRT)

1 EACH $____________ $____________

A0340 61702-0800 TERMINAL SECTION TYPE TANGENT (GUARDRAIL END TREATMENT,

PARALLEL SEGMENT)

1 EACH $____________ $____________

A0350 61901-1300 FENCE, CHAIN LINK (120-INCH HEIGHT AND VARIES)

720 LNFT $____________ $____________

A0360 61902-2700 GATE, CHAIN LINK (CANTILEVER ELECTRIC SLIDE GATE, 30-FOOT

OPENING)

1 EACH $____________ $____________

A0370 61902-2800 GATE, CHAIN LINK, 3 FEET WIDTH

1 EACH $____________ $____________

A0380 61921-1000 REMOVE AND RESET FENCE

500 LNFT $____________ $____________

A0390 62502-0000 TURF ESTABLISHMENT

3,850 SQYD $____________ $____________

A0400 62701-0000 SOD

1,700 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0410 62901-0700 ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

2,450 SQYD $____________ $____________

A0420 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

35 SQFT $____________ $____________

A0430 63316-1000 REMOVE AND RESET SIGN

3 EACH $____________ $____________

A0440 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

15,500 LNFT $____________ $____________

A0450 63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW

6 EACH $____________ $____________

A0460 63406-0000 RAISED PAVEMENT MARKER

390 EACH $____________ $____________

A0470 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

60 EACH $____________ $____________

A0480 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0490 63502-2050 TEMPORARY TRAFFIC CONTROL, SPEED FEEDBACK SIGN

2 EACH $____________ $____________

A0500 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

6 EACH $____________ $____________

A0510 63502-2600 TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH CUSHION

8 EACH $____________ $____________

A0520 63502-2700 TEMPORARY TRAFFIC CONTROL, REPLACEMENT CARTRIDGES FOR CRASH

CUSHION

5 EACH $____________ $____________

A0530 63502-3000 TEMPORARY TRAFFIC CONTROL, RAISED PAVEMENT MARKER

920 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A0540 63502-3300 TEMPORARY TRAFFIC CONTROL, PORTABLE RUMBLE STRIP

6 EACH $____________ $____________

A0550 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

60 LNFT $____________ $____________

A0560 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

2,400 LNFT $____________ $____________

A0570 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER

4,700 LNFT $____________ $____________

A0580 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

37,500 LNFT $____________ $____________

A0590 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

37,500 LNFT $____________ $____________

A0600 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

160 LNFT $____________ $____________

A0610 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

600 SQFT $____________ $____________

A0620 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

200 HOUR $ 24.10 $ 4,820.00

A0630 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

40 HOUR $____________ $____________

A0640 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A0650 64502-0000 LOCATE UTILITIES

20 EACH $____________ $____________

A0660 64620-0400 REMOVE AND RESET MAILBOX

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 7

BID SUMMARY

Project FW-FLPA 419(1)

(1) Schedule A (Base Contract) Bid Total (from Page B-6) = (1) $____________________

The performance period for the completion of Schedule A is 205 calendar days.