Attachment 1 - B Pages.pdf

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-DEWA 14(18), 121(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-5. 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-5

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 395 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 no earlier than 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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15401-0000 CONTRACTOR TESTING (ARCHAEOLOGICAL MONITORING)

ALL LPSM $___LPSM_____ $____________

A0180 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,600 LNFT $____________ $____________

A0220 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

1,000 LNFT $____________ $____________

A0240 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

A0260 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

3 EACH $____________ $____________

A0280 15706-2300 SOIL EROSION CONTROL, ON-SITE CONCRETE WASHOUT STRUCTURE

1 EACH $____________ $____________

A0300 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0320 20103-0000 CLEARING AND GRUBBING

2,400 SQYD $____________ $____________

A0340 20202-0000 SELECTIVE CLEARING

20 SQYD $____________ $____________

A0360 20206-0000 SELECTIVE CLEARING AND GRUBBING

1,300 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP DEWA 14(18), 121(1)

Project Name:Rehabilitation and preventative maintenance of bridges

B - 2

A0380 20301-2300 REMOVAL OF SIGN/MARKER

4 EACH $____________ $____________

A0400 20302-1200 REMOVAL OF GUARDRAIL

680 LNFT $____________ $____________

A0420 20304-9000 REMOVAL OF STREAM DEBRIS

ALL LPSM $___LPSM_____ $____________

A0440 20401-0000 ROADWAY EXCAVATION (GRAVEL BAR REMOVAL)

3,200 CUYD $____________ $____________

A0460 20420-0000 EMBANKMENT CONSTRUCTION

55 CUYD $____________ $____________

A0480 20466-0000 CONSERVE AND STOCKPILE TOPSOIL

10 CUYD $____________ $____________

A0500 25102-0600 PLACED RIPRAP, METHOD A, CLASS 6

1,250 TON $____________ $____________

A0520 25210-0000 ROCKERY (WALL)

80 SQFT $____________ $____________

A0540 30110-0000 AGGREGATE SURFACE COURSE

75 TON $____________ $____________

A0560 30303-4000 SHOULDER RECONDITIONING

600 SQYD $____________ $____________

A0580 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

840 SQYD $____________ $____________

A0600 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

260 SQYD $____________ $____________

A0620 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3

30 SQYD $____________ $____________

A0640 55201-1200 STRUCTURAL CONCRETE, CLASS S (SEAL)

5 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0660 55220-0000 REPAIR CONCRETE

120 SQYD $____________ $____________

A0680 55224-0000 SEAL CONCRETE SURFACE

560 SQYD $____________ $____________

A0700 55225-0000 CLEAN AND RESEAL JOINTS

510 LNFT $____________ $____________

A0720 55235-0000 EXPANSION JOINTS (STRIP SEAL)

100 LNFT $____________ $____________

A0740 55506-0000 MISCELLANEOUS STEEL (ANCHOR BOLT WASHER)

28 EACH $____________ $____________

A0760 55601-1000 BRIDGE RAILING, STEEL, ONE RAIL

190 LNFT $____________ $____________

A0780 60706-0000 CLEANING DRAINAGE STRUCTURE (SCUPPER)

4 EACH $____________ $____________

A0800 60902-1100 CURB AND GUTTER, CONCRETE, 13-INCH DEPTH

110 LNFT $____________ $____________

A0820 61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

70 LNFT $____________ $____________

A0840 61701-3900 GUARDRAIL SYSTEM SBTA

20 LNFT $____________ $____________

A0860 61701-4000 GUARDRAIL SYSTEM SBTB

440 LNFT $____________ $____________

A0880 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

1 EACH $____________ $____________

A0900 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

5 EACH $____________ $____________

A0920 61707-1000 STRUCTURE TRANSITION RAILING, G4 SYSTEM

25 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0940 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

65 LNFT $____________ $____________

A0960 61708-1000 REMOVE AND RESET, GUARDRAIL

160 LNFT $____________ $____________

A0980 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

30 SQYD $____________ $____________

A1000 62502-0000 TURF ESTABLISHMENT

2,150 SQYD $____________ $____________

A1020 62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN

245 EACH $____________ $____________

A1040 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

2,150 SQYD $____________ $____________

A1060 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

30 SQFT $____________ $____________

A1080 63308-3000 OBJECT MARKER, TYPE 3

8 EACH $____________ $____________

A1100 63309-0900 DELINEATOR, TYPE FLEXIBLE

18 EACH $____________ $____________

A1120 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

A1140 63316-3000 REMOVE AND RESET OBJECT MARKER

3 EACH $____________ $____________

A1160 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

2,100 LNFT $____________ $____________

A1180 63403-0400 PAVEMENT MARKINGS, TYPE D

110 SQFT $____________ $____________

A1200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

A1220 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

A1240 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

140 LNFT $____________ $____________

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS (STOP LINES)

80 LNFT $____________ $____________

A1280 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

770 SQFT $____________ $____________

A1300 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

21 DAY $____________ $____________

A1320 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 6

BID SUMMARY

Project NP-DEWA 14(18), 121 (1)

(1) Schedule A (Base Contract) Bid Total (from Page B-5) = (1) $____________________

The performance period for the completion of Schedule A is 395 calendar days.