J-3 Category B Items REV-B.xlsx
XLSX spreadsheet 30 KB Posted
- Attached to
- USNS PATUXENT (T-AO 201) ROH/DD
- Solicitation number
- N3220520R4003
About this file
This document contains a price breakdown template for category B items required for the overhaul and drydocking of the USNS LARAMIE (T-AO 203) under solicitation number N32205-18-R-4007 issued by the Military Sealift Command. Key details include a line item breakdown of labor hours and material costs for services such as physical security, ship systems maintenance during drydocking, tank inspections, structural repairs, steel renewal, shaft alignment checks, and rudder bearing replacement. Pricing is required for individual labor and material costs for prime contractors and any subcontractors. The total proposed pricing should be included to fulfill the category B contractual requirements for the regular overhaul and drydocking of the USNS LARAMIE.
View the file
Other files
Show all 50
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Cat B Items
| Contractor's price will be broken down for each item of the specification, as follows: | ||||||||||||||||
| CATEGORY “B” ITEMS REV-B | ||||||||||||||||
| GENERAL REQUIREMENT | Price / Tank | QTY | UI | Unit Price | Total | PRIME Contractor | SUBCONTRACTOR | OTHER COSTS | ||||||||
| ITEM NO. | TITLE CAT B ITEM | PRIME L/H | LABOR PRICE | MATERIAL PRICE | SUB L/H | LABOR PRICE | MATERIAL PRICE | Total Labor Hours | Total Material | TOTAL PRICE | ||||||
| CATEGORY "B" | ||||||||||||||||
| 025 | PHYSICAL SECURITY AT PRIVATE CONTRACTOR'S FACILITY IN FORCE PROTECTION BRAVO-DELTA | |||||||||||||||
| 7.11 | COST TO ESTABLISH PHYSICAL SECURITY AT PRIVATE CONTRACTOR'S FACILITY IN FORCE PROTECTION CONDITION CHARLIE | 1 | DAY | |||||||||||||
| 7.12 | COST TO ESTABLISH PHYSICAL SECURITY AT PRIVATE CONTRACTOR'S FACILITY IN FORCE PROTECTION CONDITION DELTA | 1 | DAY | |||||||||||||
| 7.11 | COST TO MAINTAIN PHYSICAL SECURITY AT PRIVATE CONTRACTOR'S FACILITY IN FORCE PROTECTION CONDITION CHARLIE | 1 | DAY | |||||||||||||
| 7.12 | COST TO MAINTAIN PHYSICAL SECURITY AT PRIVATE CONTRACTOR'S FACILITY IN FORCE PROTECTION CONDITION DELTA | 1 | DAY | |||||||||||||
| WI 025 SUBTOTAL | ||||||||||||||||
| 030 | CONTINUATION OF SERVICES | |||||||||||||||
| 7.1 | Overhaul Management Team | 30 | DAY | |||||||||||||
| 7.2 | General Services For The Ship | 30 | DAY | |||||||||||||
| 7.3 | Information Technology Services | 30 | DAY | |||||||||||||
| 7.4 | Project Planning and Monitoring | 30 | DAY | |||||||||||||
| 7.5 | Fire Protection and Ship's Safety | 30 | DAY | |||||||||||||
| 7.6 | Shipboard Access and Security | 30 | DAY | |||||||||||||
| 7.7 | Gas Free Certificates | 30 | DAY | |||||||||||||
| WI 030 SUBTOTAL | ||||||||||||||||
| 102 | TANK INSPECTION FOR ABS INTERMEDIATE SURVEY NO. 5 REV-B | |||||||||||||||
| 7.1 | 7.1 Provide all labor, material, equipment and services required to test and support inspection/survey and gauging of tanks, voids and cofferdams as required by ABS annual inspection and Intermediate Survey No.5 IAW reference 2.1.11 and 2.1.10 (ABS Rules Part 7, Chapter 3, section 2, 1.13 and 5.14) using Reference 2.1.1 through 2.1.9 for guidance. | |||||||||||||||
| WI 102 SUBTOTAL | ||||||||||||||||
| 103 | ULTRASONIC THICKNESS GAUGING INTERMEDIATE SURVEY NO. 5 | |||||||||||||||
| 7.1 | ABS approved ESP Hull Certified Gauging Company to accomplish ultrasonic thickness readings in accordance with Work Item 103 | 30,000 | SHOT | |||||||||||||
| WI 103 SUBTOTAL | ||||||||||||||||
| 127 | RAS & FAS KINGPOST SUPPORT BRACKETS (T-ALT 0819) REV-A | |||||||||||||||
| 7.1.1 | RAS STATION | 1 | STATION | |||||||||||||
| 7.1.2 | FAS STATION | 1 | STATION | |||||||||||||
| WI 127 SUBTOTAL | ||||||||||||||||
| 146 | FOREPEAK TANK ADDITIONAL STRUCTURAL REPAIRS | |||||||||||||||
| 7.3.1.1 | Eight (8) 15’ sections of MC 12 x31 C/L AH-32 Channel. | 8 | EA | |||||||||||||
| 7.3.1.2 | Eight (8) 15’ sections of 8”x 4”x ½” angle. | 8 | EA | |||||||||||||
| 7.3.1.3 | Twenty-five (25) sections of 5’ x8’ (40 sqft) each of 0.43 deck and bulkhead plating. | 25 | EA | |||||||||||||
| 7.3.1.4 | Twenty (20) 48” sections of 5” x 5/8” flat bar bulkhead stiffener | 20 | EA | |||||||||||||
| 7.3.1.5 | Twenty (20) 60” sections of 5” x 3” x 3/8” angle bulkhead stiffeners. | 20 | EA | |||||||||||||
| 7.3.1.6 | Ten (10) 1 sqft sections of clad welding. | 10 | EA | |||||||||||||
| 7.3.1.7 | Five (5) 10’ sections of 6” x4” x 3/8” (AH-32) bulkhead stiffeners. | 5 | EA | |||||||||||||
| 7.3.1.8 | Five (5) 15’ sections of 7” x 4” x ½” (AH-32) bulkhead angle stiffeners. | 5 | EA | |||||||||||||
| WI 146 SUBTOTAL | ||||||||||||||||
| 147 | BALLAST TANK ADDITIONAL STRUCTURAL REPAIRS | |||||||||||||||
| SALTWATER BALLAST WING TANK 6 STBD | ||||||||||||||||
| 7.2.1.1 | Five (5) 6’ sections of 7” x 4” x 1/2” bulkhead stiffeners. | 5 | EA | |||||||||||||
| 7.2.1.2 | Three (3) 3’ x 4’ sections of 7/16” deck plating. | 3 | EA | |||||||||||||
| 7.2.1.3 | Five (5) 18” sections of 5” x ½” Flat bar bulkhead stiffeners | 5 | EA | |||||||||||||
| 7.2.1.4 | Clad weld three (3) 1 sqft sections | 3 | EA | |||||||||||||
| 7.2.1.5 | Five (5) 48” sections of MC 12 x31# C/L bulkhead channel | 5 | EA | |||||||||||||
| SALTWATER BALLAST DEEP TANK 6 PORT | ||||||||||||||||
| 7.2.2.1 | Five (5) 6’ sections of 7” x 4” x 1/2” bulkhead stiffeners. | 5 | EA | |||||||||||||
| 7.2.2.2 | Three (3) 3’ x 4’ sections of 7/16” deck plating. | 3 | EA | |||||||||||||
| 7.2.2.3 | Five (5) 18” sections of 5” x ½” Flat bar bulkhead stiffeners | 5 | EA | |||||||||||||
| 7.2.2.4 | Clad weld three (3) 1 sqft sections | 3 | EA | |||||||||||||
| 7.2.2.5 | Five (5) 48” sections of MC 12 x31# C/L bulkhead channel | 5 | EA | |||||||||||||
| SALTWATER BALLAST DEEP TANK 8 STBD | ||||||||||||||||
| 7.2.3.1 | Five (5) 6’ sections of 7” x 4” x 1/2” bulkhead stiffeners. | 5 | EA | |||||||||||||
| 7.2.3.2 | Three (3) 3’ x 4’ sections of 7/16” deck plating. | 3 | EA | |||||||||||||
| 7.2.3.3 | Five (5) 18” sections of 5” x ½” Flat bar bulkhead stiffeners | 5 | EA | |||||||||||||
| 7.2.3.4 | Clad weld three (3) 1 sqft sections | 3 | EA | |||||||||||||
| 7.2.3.5 | Five (5) 48” sections of MC 12 x31# C/L bulkhead channel | 5 | EA | |||||||||||||
| WI 147 SUBTOTAL | ||||||||||||||||
| 917 | DRYDOCKING AND UNDOCKING SHIP- ADDITIONAL DAYS | |||||||||||||||
| 7.1 | 7.1. Submit unit price per day up to a maximum of TEN (10) days to continue all services in accordance with parent item if directed | 10 | DAYS | |||||||||||||
| WI 917 SUBTOTAL | ||||||||||||||||
| 918 | RUDDER BEARINGS REPLACEMENT REV-A | |||||||||||||||
| This item describes the replacement of the existing micarta lower rudder stock bearings and pintle bearings with Thordon SXL bearing material, and the replacement of the carrier bearings on both the port and starboard rudders | ||||||||||||||||
| WI 918 SUBTOTAL | ||||||||||||||||
| 965 | STEEL RENEWAL | |||||||||||||||
| 7.3.1 | FLAT STEEL PLATING | 10,000 | LBS | |||||||||||||
| 7.3.2 | SHAPED STEEL PLATING | 10,000 | LBS | |||||||||||||
| 7.3.3 | TANK BULKHEAD | 5,000 | LBS | |||||||||||||
| 7.3.4 | TANK INTERNAL STRUCTURE | 10,000 | LBS | |||||||||||||
| 7.3.5 | MISC. BULKHEADS AND DECKS | 5,000 | LBS | |||||||||||||
| 7.3.6 | CLAD WELDING | 100 | SQFT | |||||||||||||
| 7.4.1 | DRYDOCK BLOCK REMOVAL | 25 | EA | |||||||||||||
| WI 965 SUBTOTAL | ||||||||||||||||
| 967 | Shaft Alignment and Bearing Reaction Check (Set3 and 4) REV-A | |||||||||||||||
| 7.8.c | a) Set No.3: On Drydock - after the re-installation of all shafting components and reestablishment of the “dry dock” internal load condition recorded in Step No.2 and prior to water entering the dry dock. If the vessel is dry docked on a floating dock the dock trim and load condition must be similar to that at the time of the second set of measurements including positions of wing-wall mounted cranes. Record strain gage readings, jack-up readings and bearing clearances. | |||||||||||||||
| 7.8.d | a) Set No.4: Waterborne - after the vessel is afloat and reestablishment of the “original waterborne” internal load condition as recorded in Step No.1. The final alignment of the main propulsion shafting of a vessel should always be accomplished when the vessel is waterborne. Per ref 2.1.4, when coming out of drydock, the ship’s hull should be given time to stabilize in the water (up to two days) prior to performing the final alignment checks. Record strain gage readings. | |||||||||||||||
| WI 967 SUBTOTAL | ||||||||||||||||
| 968 | Shaft Alignment and Bearing Reaction Check (Post Sea Trials) REV-A | |||||||||||||||
| 7.8.d | Set No.5: Immediately after the sea trial high speed run. Record strain gage readings. | |||||||||||||||
| WI 968 SUBTOTAL | ||||||||||||||||
| Total CAT "B" |
| &14USNS LARAMIE (T-AO 203) | &14CONTRACTOR PRICE BREAKDOWN |
| &"Arial,Bold"CATEGORY "B" ITEMS | &14N32205-18-R-4007 |
ATTACHMENT J-3
File details come from the government source that posted it. Updated .