Attachment_1_Bid_Form_Modified_by_Reed_April_2014.pdf
PDF 27 KB Posted
- Attached to
- Geotechnical Drilling Services Federal contract opportunity
- Solicitation number
- W912P4-14-R-0019
About this file
Bid Form
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Contractor_Questions_15Sep2014.docx | DOCX document | |
| Attachment_2_Past_Performance_Questionnaire.docx | DOCX document | |
| Finalized_Solicitation_15Sep2014.doc | DOC document | |
| W912P4-14-R-0019_FINAL.pdf | ||
| Attachment_2_Past_Performance_Questionnaire.docx | DOCX document | |
| Attachment_3_Safety_Requirements.pdf | ||
| W912P4-14-R-0019_FINAL.pdf |
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Text version
Base Year Item # Description Unit of
Measure Bid Quantities (F1a through F1c filled in by Contractor)
Not-to-Exceed Unit- Price (Filled in by Contractor)
Bid Cost
F1a Drilling mobilization/demobilization from Contractor's location to Toledo, OH - Contractor enter Contractor's location in this cell here:
mile Enter total mileage for two round-trips below:
F1b Drilling mobilization/demobilization from Contractor's location to Cleveland, OH - Contractor enter Contractor's location in this cell here:
mile Enter total mileage for two round-trips below:
F1c Drilling mobilization/demobilization from Contractor's location to Watertown, NY - Contractor enter Contractor's location in this cell here:
mile Enter total mileage for two round-trips below:
F2a Borehole advancement using hollow-stem augers (ASTM D 6151) feet 2000
F2b Borehole advancement without hollow-stem augers feet 1000
F3 Borehole advancement through obstructions using rock drilling or coring feet 10
F4a Standard Penetration Testing (ASTM D 1586) - sampling depths less than 40 feet below the ground surface or barge deck each 700
F4b Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 40 feet but less than 80 feet below the ground surface or barge deck each 250
F4c Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 80 feet but less than 120 feet below the ground surface or barge deck each 50
F5 Undisturbed sampling (ASTM D 1587) each 100
F6a 2-inch nominal diameter rock core drilling using double tube, swivel type core barrel (ASTM D 2113) feet 50
F6b 2-inch nominal diameter wireline rock core drilling (ASTM D 2113) feet 50
F7a Sealing borings with neat cement/bentonite grout feet 1500
F7b Sealing borings with bentonite chips feet 1500
F8 Drilling inspector day 30
F9 Combined daily rate for drilling inspector, drilling crew chief, and driller's helper for standby due to weather delays day 6
F10 Combined lump sum rate for preparation of safety and quality control submittal package for a task order each 10
F11 Preparation of boring logs in gINT each 60
F12 Floating plant mobilization/demobilization each 0 to be provided with task order bids when needed
F13 Floating plant daily rate day 0 to be provided with task order bids when needed
F14 Floating plant standby rate due to weather delays day 0 to be provided with task order bids when needed
F15 Per Diem day 0 to be provided with task order bids when needed
L1 Extrusion/logging of undisturbed samples each 100
L2 Laboratory water content (ASTM D 2216) each 50
L3 Laboratory liquid and plastic limits (ASTM D 4318) each 20
L4 Laboratory sieve analysis without hydrometer(ASTM D 422) each 20
L5 Laboratory sieve and hydrometer analyses (ASTM D 422) each 4
L6 Laboratory organic matter determination (ASTM D 2974) each 20
L7 Laboratory unconfined compressive strength of single undisturbed cohesive soil sample (ASTM D 2166) (includes ASTM D 4318, ASTM D 2216, and dry density each 20
L8 Laboratory unconsolidated, undrained triaxial compressive strength of single undisturbed sample (ASTM D 2850) (includes ASTM D 4318, ASTM D 2216, and dry density each 30
L9 Laboratory consolidated, undrained triaxial compressive strength with pore pressure measurements of three undisturbed samples (ASTM D 4767) (includes ASTM D 4318, ASTM D 2216, and dry density determination) each 8
L10 Laboratory miniature vane shear test (ASTM D 4648) each 40
L11 Laboratory one-dimensional consolidation (ASTM D 2435) (includes ASTM D 4318, ASTM D 2216, ASTM D 854, dry density determination, and one unload/reload cycle) each 6
L12 Sample delivery to USACE Buffalo District to be determined for each task order when needed
0 to be provided with task order bids when needed
TOTAL
YEAR TWO
Item # Description Unit of Measure
Bid Quantities (F1a through F1c filled in by Contractor)
Not-to-Exceed Unit- Price (Filled in by Contractor)
Bid Cost
F1a Drilling mobilization/demobilization from Contractor's location to Toledo, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1b Drilling mobilization/demobilization from Contractor's location to Cleveland, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1c Drilling mobilization/demobilization from Contractor's location to Watertown, NY - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F2a Borehole advancement using hollow-stem augers (ASTM D 6151) feet 2000
F2b Borehole advancement without hollow-stem augers feet 1000
F3 Borehole advancement through obstructions using rock drilling or coring feet 10
F4a Standard Penetration Testing (ASTM D 1586) - sampling depths less than 40 feet below the ground surface or barge deck each 700
F4b Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 40 feet but less than 80 feet below the ground surface or barge deck each 250
F4c Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 80 feet but less than 120 feet below the ground surface or barge deck each 50
F5 Undisturbed sampling (ASTM D 1587) each 100
F6a 2-inch nominal diameter rock core drilling using double tube, swivel type core barrel (ASTM D 2113) feet 50
F6b 2-inch nominal diameter wireline rock core drilling (ASTM D 2113) feet 50
F7a Sealing borings with neat cement/bentonite grout feet 1500
F7b Sealing borings with bentonite chips feet 1500
F8 Drilling inspector day 30
F9 Combined daily rate for drilling inspector, drilling crew chief, and driller's helper for standby due to weather delays day 6
F10 Combined lump sum rate for preparation of safety and quality control submittal package for a task order each 10
F11 Preparation of boring logs in gINT each 60
F12 Floating plant mobilization/demobilization each 0 to be provided with task order bids when needed
F13 Floating plant daily rate day 0 to be provided with task order bids when needed
F14 Floating plant standby rate due to weather delays day 0 to be provided with task order bids when needed
F15 Per Diem day 0 to be provided with task order bids when needed
L1 Extrusion/logging of undisturbed samples each 100
L2 Laboratory water content (ASTM D 2216) each 50
L3 Laboratory liquid and plastic limits (ASTM D 4318) each 20
L4 Laboratory sieve analysis without hydrometer(ASTM D 422) each 20
L5 Laboratory sieve and hydrometer analyses (ASTM D 422) each 4
L6 Laboratory organic matter determination (ASTM D 2974) each 20
L7 Laboratory unconfined compressive strength of single undisturbed cohesive soil sample (ASTM D 2166) (includes ASTM D 4318, ASTM D 2216, and dry density each 20
L8 Laboratory unconsolidated, undrained triaxial compressive strength of single undisturbed sample (ASTM D 2850) (includes ASTM D 4318, ASTM D 2216, and dry density each 30
L9 Laboratory consolidated, undrained triaxial compressive strength with pore pressure measurements of three undisturbed samples (ASTM D 4767) (includes ASTM D 4318, ASTM D 2216, and dry density determination) each 8
L10 Laboratory miniature vane shear test (ASTM D 4648) each 40
L11 Laboratory one-dimensional consolidation (ASTM D 2435) (includes ASTM D 4318, ASTM D 2216, ASTM D 854, dry density determination, and one unload/reload cycle) each 6
L12 Sample delivery to USACE Buffalo District to be determined for each task order when needed
0 to be provided with task order bids when needed
TOTAL
YEAR THREE
Item # Description Unit of Measure
Bid Quantities (F1a through F1c filled in by Contractor)
Not-to-Exceed Unit- Price (Filled in by Contractor)
Bid Cost
F1a Drilling mobilization/demobilization from Contractor's location to Toledo, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1b Drilling mobilization/demobilization from Contractor's location to Cleveland, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1c Drilling mobilization/demobilization from Contractor's location to Watertown, NY - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F2a Borehole advancement using hollow-stem augers (ASTM D 6151) feet 2000
F2b Borehole advancement without hollow-stem augers feet 1000
F3 Borehole advancement through obstructions using rock drilling or coring feet 10
F4a Standard Penetration Testing (ASTM D 1586) - sampling depths less than 40 feet below the ground surface or barge deck each 700
F4b Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 40 feet but less than 80 feet below the ground surface or barge deck each 250
F4c Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 80 feet but less than 120 feet below the ground surface or barge deck each 50
F5 Undisturbed sampling (ASTM D 1587) each 100
F6a 2-inch nominal diameter rock core drilling using double tube, swivel type core barrel (ASTM D 2113) feet 50
F6b 2-inch nominal diameter wireline rock core drilling (ASTM D 2113) feet 50
F7a Sealing borings with neat cement/bentonite grout feet 1500
F8 Drilling inspector day 30
F9 Combined daily rate for drilling inspector, drilling crew chief, and driller's helper for standby due to weather delays day 6
F10 Combined lump sum rate for preparation of safety and quality control submittal package for a task order each 10
F11 Preparation of boring logs in gINT each 60
F12 Floating plant mobilization/demobilization each 0 to be provided with task order bids when needed
F13 Floating plant daily rate day 0 to be provided with task order bids when needed
F14 Floating plant standby rate due to weather delays day 0 to be provided with task order bids when needed
F15 Per Diem day 0 to be provided with task order bids when needed
L1 Extrusion/logging of undisturbed samples each 100
L2 Laboratory water content (ASTM D 2216) each 50
L3 Laboratory liquid and plastic limits (ASTM D 4318) each 20
L4 Laboratory sieve analysis without hydrometer(ASTM D 422) each 20
L5 Laboratory sieve and hydrometer analyses (ASTM D 422) each 4
L6 Laboratory organic matter determination (ASTM D 2974) each 20
L7 Laboratory unconfined compressive strength of single undisturbed cohesive soil sample (ASTM D 2166) (includes ASTM D 4318, ASTM D 2216, and dry density each 20
L8 Laboratory unconsolidated, undrained triaxial compressive strength of single undisturbed sample (ASTM D 2850) (includes ASTM D 4318, ASTM D 2216, and dry density each 30
L9 Laboratory consolidated, undrained triaxial compressive strength with pore pressure measurements of three undisturbed samples (ASTM D 4767) (includes ASTM D 4318, ASTM D 2216, and dry density determination) each 8
L10 Laboratory miniature vane shear test (ASTM D 4648) each 40
L11 Laboratory one-dimensional consolidation (ASTM D 2435) (includes ASTM D 4318, ASTM D 2216, ASTM D 854, dry density determination, and one unload/reload cycle) each 6
L12 Sample delivery to USACE Buffalo District to be determined for each task order when needed
0 to be provided with task order bids when needed
TOTAL
YEAR FOUR
Item # Description Unit of Measure
Bid Quantities (F1a through F1c filled in by Contractor)
Not-to-Exceed Unit- Price (Filled in by Contractor)
Bid Cost
F1a Drilling mobilization/demobilization from Contractor's location to Toledo, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1b Drilling mobilization/demobilization from Contractor's location to Cleveland, OH - Contractor enter Contractor's location in this cell below:
F1c Drilling mobilization/demobilization from Contractor's location to Watertown, NY - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F2a Borehole advancement using hollow-stem augers (ASTM D 6151) feet 2000
F2b Borehole advancement without hollow-stem augers feet 1000
F3 Borehole advancement through obstructions using rock drilling or coring feet 10
F4a Standard Penetration Testing (ASTM D 1586) - sampling depths less than 40 feet below the ground surface or barge deck each 700
F4b Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 40 feet but less than 80 feet below the ground surface or barge deck each 250
F4c Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 80 feet but less than 120 feet below the ground surface or barge deck each 50
F5 Undisturbed sampling (ASTM D 1587) each 100
F6a 2-inch nominal diameter rock core drilling using double tube, swivel type core barrel (ASTM D 2113) feet 50
F6b 2-inch nominal diameter wireline rock core drilling (ASTM D 2113) feet 50
F7a Sealing borings with neat cement/bentonite grout feet 1500
F8 Drilling inspector day 30
F9 Combined daily rate for drilling inspector, drilling crew chief, and driller's helper for standby due to weather delays day 6
F10 Combined lump sum rate for preparation of safety and quality control submittal package for a task order each 10
F11 Preparation of boring logs in gINT each 60
F12 Floating plant mobilization/demobilization each 0 to be provided with task order bids when needed
F13 Floating plant daily rate day 0 to be provided with task order bids when needed
F14 Floating plant standby rate due to weather delays day 0 to be provided with task order bids when needed
F15 Per Diem day 0 to be provided with task order bids when needed
L1 Extrusion/logging of undisturbed samples each 100
L2 Laboratory water content (ASTM D 2216) each 50
L3 Laboratory liquid and plastic limits (ASTM D 4318) each 20
L4 Laboratory sieve analysis without hydrometer(ASTM D 422) each 20
L5 Laboratory sieve and hydrometer analyses (ASTM D 422) each 4
L6 Laboratory organic matter determination (ASTM D 2974) each 20
L7 Laboratory unconfined compressive strength of single undisturbed cohesive soil sample (ASTM D 2166) (includes ASTM D 4318, ASTM D 2216, and dry density each 20
L8 Laboratory unconsolidated, undrained triaxial compressive strength of single undisturbed sample (ASTM D 2850) (includes ASTM D 4318, ASTM D 2216, and dry density each 30
L9 Laboratory consolidated, undrained triaxial compressive strength with pore pressure measurements of three undisturbed samples (ASTM D 4767) (includes ASTM D 4318, ASTM D 2216, and dry density determination) each 8
L10 Laboratory miniature vane shear test (ASTM D 4648) each 40
L11 Laboratory one-dimensional consolidation (ASTM D 2435) (includes ASTM D 4318, ASTM D 2216, ASTM D 854, dry density determination, and one unload/reload cycle) each 6
L12 Sample delivery to USACE Buffalo District to be determined for each task order when needed
0 to be provided with task order bids when needed
TOTAL
YEAR FIVE
Item # Description Unit of Measure
Bid Quantities (F1a through F1c filled in by Contractor)
Not-to-Exceed Unit- Price (Filled in by Contractor)
Bid Cost
F1a Drilling mobilization/demobilization from Contractor's location to Toledo, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1b Drilling mobilization/demobilization from Contractor's location to Cleveland, OH - Contractor enter Contractor's location in this cell below:
mile Enter total mileage for two round-trips below:
F1c Drilling mobilization/demobilization from Contractor's location to Watertown, NY - Contractor enter Contractor's location in this cell below:
F2a Borehole advancement using hollow-stem augers (ASTM D 6151) feet 2000
F2b Borehole advancement without hollow-stem augers feet 1000
F3 Borehole advancement through obstructions using rock drilling or coring feet 10
F4a Standard Penetration Testing (ASTM D 1586) - sampling depths less than 40 feet below the ground surface or barge deck each 700
F4b Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 40 feet but less than 80 feet below the ground surface or barge deck each 250
F4c Standard Penetration Testing (ASTM D 1586) - sampling depths greater than 80 feet but less than 120 feet below the ground surface or barge deck each 50
F5 Undisturbed sampling (ASTM D 1587) each 100
F6a 2-inch nominal diameter rock core drilling using double tube, swivel type core barrel (ASTM D 2113) feet 50
F6b 2-inch nominal diameter wireline rock core drilling (ASTM D 2113) feet 50
F7a Sealing borings with neat cement/bentonite grout feet 1500
F7b Sealing borings with bentonite chips feet 1500
F8 Drilling inspector day 30
F9 Combined daily rate for drilling inspector, drilling crew chief, and driller's helper for standby due to weather delays day 6
F10 Combined lump sum rate for preparation of safety and quality control submittal package for a task order each 10
F11 Preparation of boring logs in gINT each 60
F12 Floating plant mobilization/demobilization each 0 to be provided with task order bids when needed
F13 Floating plant daily rate day 0 to be provided with task order bids when needed
F14 Floating plant standby rate due to weather delays day 0 to be provided with task order bids when needed
F15 Per Diem day 0 to be provided with task order bids when needed
L1 Extrusion/logging of undisturbed samples each 100
L2 Laboratory water content (ASTM D 2216) each 50
L3 Laboratory liquid and plastic limits (ASTM D 4318) each 20
L4 Laboratory sieve analysis without hydrometer(ASTM D 422) each 20
L5 Laboratory sieve and hydrometer analyses (ASTM D 422) each 4
L6 Laboratory organic matter determination (ASTM D 2974) each 20
L7 Laboratory unconfined compressive strength of single undisturbed cohesive soil sample (ASTM D 2166) (includes ASTM D 4318, ASTM D 2216, and dry density each 20
L8 Laboratory unconsolidated, undrained triaxial compressive strength of single undisturbed sample (ASTM D 2850) (includes ASTM D 4318, ASTM D 2216, and dry density each 30
L9 Laboratory consolidated, undrained triaxial compressive strength with pore pressure measurements of three undisturbed samples (ASTM D 4767) (includes ASTM D 4318, ASTM D 2216, and dry density determination) each 8
L10 Laboratory miniature vane shear test (ASTM D 4648) each 40
L11 Laboratory one-dimensional consolidation (ASTM D 2435) (includes ASTM D 4318, ASTM D 2216, ASTM D 854, dry density determination, and one unload/reload cycle) each 6
L12 Sample delivery to USACE Buffalo District to be determined for each task order when needed
0 to be provided with task order bids when needed
TOTAL
COMBINED TOTAL
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