SEED PROJECT - B Pages.pdf
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- Attached to
- Mid Atlantic Construction IDIQ (MATOC) Federal contract opportunity
- Solicitation number
- 693C73-20-R-000005
About this file
This document provides bid schedule instructions and bid schedules for a federal bridge maintenance contract opportunity. The contract includes two schedules for work on bridges located at BLRI: Schedule A is the base contract and Schedule B is a government option that can be awarded either with or separately after Schedule A. Bidders must provide unit prices for all pay items in the schedules, which include items such as mobilization, soil erosion control, concrete repair, joint sealing, drainage structure repair, guardrail installation and removal, and temporary traffic control. The contract will be awarded to the responsive, responsible bidder with the lowest total price calculated from adding the bid totals for Schedule A and Schedule B. If both schedules are awarded together, the performance period to complete all work is 204 calendar days. If Schedule A is awarded alone, performance is 100 days, and if Schedule B is later exercised, that work must be completed within 104 days of its notice to proceed.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFP Solicitation -Mid Atlantic IDIQ.pdf | ||
| SEED PROJECT - J-pages.pdf | ||
| SEED PROJECT - Plans_adv.pdf | ||
| Mid-Atlantic_Base IDIQ Synopsis_EFL.pdf |
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Text version
BID SCHEDULE INSTRUCTIONS
PROJECT: NP BLRI BMS FY20(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 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, 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(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.
The amount in Block 17 of the SF 1442 should be completed as follows:
Schedule A - $ .
Schedule B - $ .
SCHEDULES OF WORK
The Bid Schedule is comprised of the following separate schedules and options of work:
Schedule A (Base Contract) - Pages B-1 thru B-2
Schedule B (Government Option 1) - Pages B-3
The Government will award the project as a Base Contract (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 contract. If complete funding is in place at the time of award of Schedule A (Base Contract), 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 Contract), the Government has the right to exercise Schedule B (Government Option 1) at the unit prices bid no later than the contract completion date of schedule A (Base Contract).
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 for the various contract award scenarios. 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.
If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 204 calendar days.
If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 100 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 contract, the performance period to complete all Schedule B work will be 104 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 (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 June 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 (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total.
B - 1
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
A0100 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
A0120 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
A0140 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION
2 EACH $____________ $____________
A0160 20301-3700 REMOVAL OF TERMINAL SECTION
2 EACH $____________ $____________
A0180 20302-1200 REMOVAL OF GUARDRAIL
200 LNFT $____________ $____________
A0200 41401-2000 CRACKS, CLEANING AND SEALING
80 LNFT $____________ $____________
A0220 55220-0000 REPAIR CONCRETE
35 SQYD $____________ $____________
A0240 55220-0000 REPAIR CONCRETE (STRUCTURE 5140-037P & 5140-044P)
20 SQYD $____________ $____________
A0260 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE SEAL - TYPE A)
215 LNFT $____________ $____________
A0280 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE SEAL - TYPE D)
70 LNFT $____________ $____________
A0300 55235-0000 EXPANSION JOINTS (PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL)
665 LNFT $____________ $____________
A0320 60515-0000 UNDERDRAIN CLEANOUT (INSTALLATION OF WEEP HOLE FILTER)
18 EACH $____________ $____________
A0340 60705-0000 REPAIRING DRAINAGE STRUCTURE (DOWNSPOUT PIPE)
1 EACH $____________ $____________
A0360 61401-0000 LEAN CONCRETE BACKFILL
1 CUYD $____________ $____________
Bid Schedule Schedule:A Schedule Type:Base
Project No:NP BLRI BMS FY20(1)
Project Name:FY20 Bridge Preventative Maintenance at BLRI
B - 2
A0380 61701-3900 GUARDRAIL SYSTEM SBTA
200 LNFT $____________ $____________
A0400 61702-0510 TERMINAL SECTION, TYPE SBT-FAT
2 EACH $____________ $____________
A0420 61708-1000 REMOVE AND RESET, GUARDRAIL
70 LNFT $____________ $____________
A0440 63501-0000 TEMPORARY TRAFFIC CONTROL
ALL LPSM $___LPSM_____ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:A Schedule Type:Base
B - 3
Item No. Pay Item No. Description Quantity Unit Unit Price Amount
B0100 15101-0000 MOBILIZATION
ALL LPSM $___LPSM_____ $____________
B0120 15401-0000 CONTRACTOR TESTING
ALL LPSM $___LPSM_____ $____________
B0140 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION
17 EACH $____________ $____________
B0160 55224-0000 SEAL CONCRETE SURFACE
4,465 SQYD $____________ $____________
B0180 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE SEAL - TYPE A)
140 LNFT $____________ $____________
B0200 55225-0000 CLEAN AND RESEAL JOINTS (POURABLE SEAL - TYPE D)
50 LNFT $____________ $____________
B0220 55235-0000 EXPANSION JOINTS (PRE-COMPRESSED FOAM-SUPPORTED SILICONE SEAL)
575 LNFT $____________ $____________
B0240 61704-4000 REPLACEMENT BLOCKOUT
24 EACH $____________ $____________
B0260 61708-1000 REMOVE AND RESET, GUARDRAIL
160 LNFT $____________ $____________
B0280 63501-0000 TEMPORARY TRAFFIC CONTROL
ALL LPSM $___LPSM_____ $____________
Submitted by:____________________________________ Schedule Total:____________
Bid Schedule Schedule:B Schedule Type:Options
B - 4
BID SUMMARY
Project NP BLRI BMS FY20(1)
(1) Schedule A (Base Contract) Bid Total (from Page B-1 thru B-2) = (1) $____________________
(2) Schedule B (Government Option 1) Bid Total (from Page B-3) = (2) $____________________
Total Price of Project (for evaluation purposes only)
EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________
Maximum Time Allowed for the Contract if Schedules A and B are Awarded at the Same Time
If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 204 calendar days.
Maximum Time Allowed for Each Schedule of Work if Awarded Separately
If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 100 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 contract, the performance period to complete all Schedule B work will be 104 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.
| BID SCHEDULE INSTRUCTIONS |
| COMPLETING THE BID SCHEDULE |
| To be eligible for award, bidders must submit prices for each pay item. |
| SCHEDULES OF WORK |
| COMPLETION OF WORK |
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