Attachment 3 - B Pages - MD NP CHOH 235(2)_242(1)_ETC.pdf

PROPOSAL SCHEDULE INSTRUCTIONS

PROJECT: MD NP CHOH 235(2), 242(1), ETC

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

COMPLETING THE PROPOSAL SCHEDULE

Complete the Proposal 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 Proposal 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 Proposal Total for each specific individual Schedule of Work by adding the amounts of the listed items and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, offerors 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 Proposal Total(s) for each individual Schedule of Work as directed on the Proposal

Summary page. Fill in the Evaluation Total Price of Project in the space provided on the

Proposal Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

SCHEDULES OF WORK

The Proposal Schedule is comprised of the following separate schedules and options:

Schedule A (Base Task Order) - Pages B-1 through B-4

Schedule B (Government Option 1) - Pages B-5 through B-7

The Government will award the project as a Base Task Order (Schedule A) with the option to award Schedule B (Government Option 1); see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price by proper utilization of programmed funds and upon receipt of any additional funds required to award the task order. If complete funding is in place at the time of award of Schedule A (Base Task

Order), the Government may award Schedule B (Government Option 1) at that time. If additional funding is required for the award of Schedule B (Government Option 1), and is received after the award of Schedule A (Base Task Order), the Government has the right to exercise Schedule B (Government Option 1) at the unit prices bid no later than the task order completion date of Schedule A (Base Task Order).

COMPLETION OF WORK

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

If the Government awards the task order as Schedules A + B, the performance period to complete all work will be 160 calendar days.

If the Government awards the task order as Schedule A only, the performance period to complete all Schedule A work will be 145 calendar days and will start on the effective date of

Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original task order, the performance period to complete all Schedule B work will be 61 calendar days and will start on the effective date of Schedule B’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 (SCRs). 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 SCRs).

Offerors are to assume that the award of the task order 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 within 30 days of Notice to

Proceed. See Subsection 108.01 of the SCRs for additional details.

BASIS FOR AWARD

The task order will be awarded to the responsive, responsible offeror with the lowest Evaluation

Total Price of Project, which is defined as:

Schedule A (Base Task Order) Proposal Total +

Schedule B (Government Option 1) Proposal Total.

B-1

BID SCHEDULE

Project No : MD NP CHOH 235(2), 242(1), ETC. Schedule : A Schedule Type : Base

Project Name : Repair Carderock, Four Locks, and McCoys Ferry Tunnels

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION ALL LPSM

A0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A0060 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0080 15703-2000

SOIL EROSION

CONTROL,

TEMPORARY

TURF

ESTABLISHMENT

0.400 ACRE

A0100 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

(SILT FENCE ON

PAVEMENT) 230.000 LNFT

A0120 15705-0300

SOIL EROSION

CONTROL, SLOPE

DRAINS

(CLEAR WATER

DIVERSION PIPE) 635.000 LNFT

A0140 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

(FILTER LOG)

1,820.000 LNFT

A0160 15705-1800

SOIL EROSION

CONTROL,

TEMPORARY

DIVERSION BERM

(TEMPORARY

BARRIER

DIVERSION) 88.000 LNFT

A0180 15705-2000

SOIL EROSION

CONTROL,

FLOATING

TURBIDITY

CURTAIN

115.000 LNFT

A0200 15706-1600

SOIL EROSION

CONTROL,

STABILIZED

CONSTRUCTION

EXIT

(ENTRANCE)

3.000 EACH

A0220 15706-2200

SOIL EROSION

CONTROL, FILTER

BAG

4.000 EACH

A0240 15720-0000

STORM WATER

POLLUTION

PREVENTION

PLAN

ALL LPSM

A0260 20103-0000 CLEARING AND

GRUBBING 2,345.000 SQYD

A0280 20202-0000 SELECTIVE

CLEARING 765.000 SQYD

A0300 20301-2400 REMOVAL OF

SIGN 5.000 EACH

A0320 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

880.000 SQYD

A0340 20304-2000 REMOVAL OF

BRIDGE

(PEDESTRIAN

WOOD BRIDGE) ALL LPSM

A0360 20305-1000 REMOVAL OF

CONCRETE

(FOUR LOCKS

CURB AND SLAB) 45.000 CUYD

A0380 20305-1000

REMOVAL OF

CONCRETE

(MCCOYS FERRY

NORTH

APPROACH SLAB)

5.000 CUYD

A0400 20401-0000 ROADWAY

EXCAVATION 150.000 CUYD

A0420 20426-1000 DITCH,

EXCAVATION 1,230.000 CUYD

A0440 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

960.000 SQYD

A0460 20820-0000 DEWATERING (PUMP-AROUND

PRACTICE) ALL LPSM

A0480 25102-0400

PLACED RIPRAP,

METHOD A,

CLASS 4

(MD RIPRAP

CLASS 2) 500.000 TON

A0500 30202-2000

ROADWAY

AGGREGATE,

METHOD 2

290.000 TON

A0520 30302-1000 DITCH

RECONDITIONING 75.000 LNFT

B-2

A0540 31302-0400

AGGREGATE-

TOPSOIL

COURSE, 4-INCH

DEPTH

215.000 SQYD

A0560 40301-0100

ASPHALT

CONCRETE

PAVEMENT, TYPE

(1/2-INCH NMSA)

200.000 TON

A0580 41202-0000 TACK COAT 420.000 GAL

A0600 55201-0800

STRUCTURAL

CONCRETE,

CLASS D (AE)

(FOUR LOCKS

SLAB AND CURB) 55.000 CUYD

A0620 55201-0800

STRUCTURAL

CONCRETE,

CLASS D (AE)

(MCCOYS FERRY

NORTH

APPROACH SLAB)

5.000 CUYD

A0640 55235-0000

EXPANSION

JOINTS

(FOUR LOCKS

BACKER ROD

AND SEALANT)

30.000 LNFT

A0660 55235-0000

EXPANSION

JOINTS

(MCCOYS FERRY

BACKER ROD

AND SEALANT)

350.000 LNFT

A0680 55401-2000

REINFORCING

STEEL, EPOXY

COATED

(FOUR LOCKS)

8,000.000 LB

A0700 55401-2000

REINFORCING

STEEL, EPOXY

COATED

(MCCOYS FERRY)

400.000 LB

A0720 60103-0260

CONCRETE,

HEADWALL FOR

60-INCH PIPE

CULVERT

(TYPE C, MD

354.01) 2.000 EACH

A0740 60201-1400 60-INCH PIPE

CULVERT

(REINFORCED

PIPE CULVERT) 34.000 LNFT

A0760 61010-0000 DRAINAGE WEEP

HOLE

(FOUR LOCKS) 78.000 EACH

A0780 61010-0000 DRAINAGE WEEP

HOLE

(MCCOYS FERRY) 78.000 EACH

A0800 62002-0000 STONE MASONRY (DRY-LAID WALL

INFILL) 45.000 SQYD

A0820 62003-0000 STONE MASONRY (TUNNEL REPAIR) ALL LPSM

A0840 62030-0000

REPOINT STONE

MASONRY

(FOUR LOCK

PORTAL HEAD

AND WINGWALLS)

30.000 LNFT

A0860 62031-0000 REPOINT STONE

MASONRY

(FOUR LOCKS

TUNNEL LINING) 1,300.000 SQFT

A0880 62031-0000 REPOINT STONE

MASONRY

(MCCOYS FERRY

TUNNEL LINING) 600.000 SQFT

B-3

A0900 62032-0000

REPOINT STONE

MASONRY

(FOUR LOCKS

MORTAR INJECT

TUNNEL LINING)

ALL LPSM

A0920 62032-0000

REPOINT STONE

MASONRY

(MCCOYS FERRY

MORTAR INJECT

TUNNEL LINING)

ALL LPSM

A0940 62035-0000

CLEAN STONE

MASONRY

SURFACES

(FOUR LOCKS

EFFLORESCENCE

REMOVAL)

520.000 SQYD

A0960 62035-0000

CLEAN STONE

MASONRY

SURFACES

(MCCOYS FERRY

EFFLORESCENCE

REMOVAL)

240.000 SQYD

A0980 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

85.000 SQYD

A1000 62502-0000 TURF

ESTABLISHMENT 215.000 SQYD

A1020 62901-0600

ROLLED EROSION

CONTROL

PRODUCT, TYPE

2.B

(FOUR LOCKS

DITCH) 1,665.000 SQYD

A1040 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

85.000 SQFT

A1060 63316-1000 REMOVE AND

RESET SIGN 1.000 EACH

A1080 63501-0000

TEMPORARY

TRAFFIC

CONTROL

ALL LPSM

A1100 63701-0000 FIELD OFFICE 1.000 EACH

A1120 65001-1000

CONSTRUCT AND

MAINTAIN

DIVERSION

(TEMPORARY

ACCESS ROAD) ALL LPSM

A1140 65001-1000

CONSTRUCT AND

MAINTAIN

DIVERSION

(TEMPORARY

CROSSING) ALL LPSM

Submitted By: Schedule Total:

B-4

B-5

BID SCHEDULE

Project No : MD NP CHOH 235(2), 242(1), ETC. Schedule : B Schedule Type : Option

Project Name : Repair Carderock, Four Locks, and McCoys Ferry Tunnels

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Unit Price Amount

B0020 15101-0000 MOBILIZATION ALL LPSM

B0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

B0060 15401-0000 CONTRACTOR

TESTING ALL LPSM

B0080 15703-2000

SOIL EROSION

CONTROL,

TEMPORARY

TURF

ESTABLISHMENT

0.100 ACRE

B0100 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

(SILT FENCE ON

PAVEMENT) 190.000 LNFT

B0120 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

(FILTER LOG)

645.000 LNFT

B0140 15706-1000

SOIL EROSION

CONTROL, INLET

PROTECTION

(STANDARD

INLET

PROTECTION)

4.000 EACH

B0160 20202-0000 SELECTIVE

CLEARING 465.000 SQYD

B0180 20301-2400 REMOVAL OF

SIGN 8.000 EACH

B0200 20302-0500 REMOVAL OF

CURB, CONCRETE 595.000 LNFT

B0220 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

520.000 SQYD

B0240 20401-0000 ROADWAY

EXCAVATION 115.000 CUYD

B0260 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

540.000 SQYD

B0280 30202-2000

ROADWAY

AGGREGATE,

METHOD 2

270.000 TON

B0300 40301-0100

ASPHALT

CONCRETE

PAVEMENT, TYPE

(1/2-INCH NMSA)

300.000 TON

B0320 41202-0000 TACK COAT 660.000 GAL

B0340 41301-0000

ASPHALT

PAVEMENT

MILLING

(FULL DEPTH)

650.000 SQYD

B0360 41301-0400

ASPHALT

PAVEMENT

MILLING, 1 1/2-

INCH DEPTH

365.000 SQYD

B0380 55220-0000 REPAIR

CONCRETE

(HES CONCRETE) 1.000 SQYD

B0400 55223-0000

REPAIR

CONCRETE

(CLEAN AND

EPOXY COAT

REINFORCEMENT

1.000 LNFT

B0420 56101-0000

STRUCTURAL

CONCRETE

INJECTION AND

CRACK REPAIR

250.000 LNFT

B0440 60706-0000

CLEANING

DRAINAGE

STRUCTURE

(INLETS)

4.000 EACH

B0460 60901-0000 CURB, CONCRETE (MATCH EXISTING

CURB) 595.000 LNFT

B0480 61401-0000 LEAN CONCRETE

BACKFILL 5.000 CUYD

B0500 62025-1000

REMOVE AND

RESET STONE

MASONRY

(COPING

STONES) 1.000 CUYD

B0520 62030-0000 REPOINT STONE

MASONRY

(WINGWALLS) 115.000 LNFT

B0540 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

135.000 SQYD

B-6

B0560 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

(REPAIR

EROSION) 15.000 SQYD

B0580 62502-0000 TURF

ESTABLISHMENT 130.000 SQYD

B0600 62502-0000 TURF

ESTABLISHMENT

(REPAIR

EROSION) 15.000 SQYD

B0620 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

80.000 SQFT

B0640 63401-1900

PAVEMENT

MARKINGS, TYPE

J, SOLID

1,480.000 LNFT

B0660 63406-0400

RAISED

PAVEMENT

MARKER,

PLOWABLE, BI-

DIRECTIONAL

REFLECTIVE

15.000 EACH

B0680 63501-0000

TEMPORARY

TRAFFIC

CONTROL

ALL LPSM

B0700 64501-0000 LOCATE UTILITIES ALL LPSM

Submitted By: Schedule Total:

B-7

B - 8

PROPOSAL SUMMARY

Project MD NP CHOH 235(2), 242(1), ETC

(1) Schedule A (Base Task Order) Proposal Total (from Page B-4) = (1) $

(2) Schedule B (Government Option 1) Proposal Total (from Page B-7) = (2) $

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $

Maximum Time Allowed for the Task Order if Schedules A and B are Awarded at the Same Time:

If the Government awards the task order as Schedules A + B, the performance period to complete all task order work will be 160 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the task order as Schedule A only, the performance period to complete all

Schedule A work will be 145 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original task order, the performance period to complete all Schedule B work will be 61 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.