1

B05911.00

BKS

WORKOVER AND DRILLING RIG MODEL LCI-750C, DOUBLE DRUM

ITEMS DESCRIPTION PRICE US $ SECTION 1.0 7 AXLE RIG ASSY

OPTIONAL EQUIPMENT

(1)  each 200 TON AMERICAN BLOCK/HOOK

Prices are shown in U.S. dollars. The prices are Ex-Works Brady, Texas. Prices of the quote are

good for a period of 30 days, and subject to steel surcharge if steel increases are advanced

during the period of quotation. Terms are to be 45% down with the placement of the order,

35% progress payment 35 days after down money and the final payment due before shipment

from Brady, Texas Plant.

SPECIFICATION

New Mobile drilling, workover rig, carrier mounted, type LCI-750, with double

drum Drawworks, two Cat C-15’s engines or equivalent with two Allison CLT

6061 RB transmissions with torque convertor. Mast height 118 ft., load capacity –

365,000 lbs. Rig mounted on a 7-axle carrier.

SECTION 1.0 7 AXLE RIG ASSY

1.1. DRAWWORKS (DOUBLE DRUM) 42x12/42x8

LCI 750-42x12 MAIN DRUM DRAWWORKS:

Removable brake flanges 42” diameter x 12” wide, water cooling.

Brake pads 1-1/8” x 12” x 12”. Full wrap fully balanced band brake.

Air clutch, located at the outer side of the drum frame.

Drum 18” diameter x 39” length with Lebus jacket

Air clutch single line pull load 45,000 lbs

Centralized Lubrication System

SPECIFICATION:

LCI 750 - 42x12

Drum Diameter 18" x 39"

Drill line Diameter 1-1/8"

Drum Clutch Fawick model 28VC1000

Drive Chain Triple-strand, 1-1/4" pitch

Brake Rim Size 12" x 42"

Wrap Angle 330 degrees

Brake Area 2,900 sq. inches

SANDLINE DRUM 42x8

Full air clutch, Fawick 22 CB 500

Brakes are 42” diameter x 8” wide lined with 1” x 8” x 12”

Drilled brake blocks, full wrap, dead-end equalized.

Brake rims are removable with rings for splash water-cooling.

1.2. HYDRO BRAKE

P-202 Style Hydro Brake assembly with dual rotary. Includes model 28VC1000

air clutch, gates, inlet air valve, piping.

Driven from the main drum thru triple-strand 1-1/4" pitch drive chain.

Size 202

Max. Pressure 25 PSI

RPM 1550

Shaft diam 5"

1.3. BRAKE COOLING SYSTEM-SUPPLIED BY CUSTOMER

Close loop brake cooling system, to be supplied with the 500 bbl fresh water tank

to be supplied by customer

1.4. COMBINED GEAR BOX

Cushman model 279 combined gear box consisting of right angle gear box and

drop box.

Right angle gear box ration 1:1 to drive drawworks.

Drop box to transfer the torque from final shaft to rotary.

Pressurized lubrication system.

1.5. BOX TYPE 118/365K TELESCOPING MAST:

365,000 lbs static hook load for 10 line string-up

The mast is build under API -4F Fourth Edition, and the API Spec. Q1 Eight

Edition on our quality program. The mast will carry the PSL1, Product Spec.

Level and the Structural Safety Level (SSL) is E2-U2. Crown block to ground

level height 118 ft, telescopic two section box type mast, upper section is

extended by two hydraulic lift cylinders. Lock device to lock the upper section

after full extension, ladder to crown block, lower section is supported to the base

beam, mast is installed at rear part of the chassis, four safety wind guys included.

CROWN BLOCK

10 line string-up, with traveling facing front side of the mast with flat side

One (1) 36 “Fast line sheave with 1-1/8” groove

One (1) 30 “Dead line sheave with 1-1/8” groove

Four (4) 30 “Cluster sheaves with 1-1/8” groove

Two (2) 5/8” sheaves for auxiliary winches

All sheaves have steel hard faced grooves and are installed on taper bearings

with grease fittings. Crown block safety platform around crown with handrails.

RACKING BOARD

Welded construction, automatically setting into working position when mast upper

section is extended and automatically folding down when mast upper section is

retracted.

Capacity: 10,000 ft. of 4-1/2" DP

14,000 ft. of 4” DP

May be positioned at various heights from work floor.

Handrail around racking board

Operator's working area with additional 3' high handrails.

RAISE, RETRACTING, AND TELESCOPING

Two (2), telescoping multistage double acting hydraulic cylinders for mast raising

and lowering

Two (2), telescoping single acting cylinders for telescoping mast upper section

Raising cylinders equipped with flow controls for retracting control and safety for

sudden pressure drop.

Telescoping cylinders equipped with stabilizers.

MAST OPERATION

Mast operation controls are located at one panel at mast base.

Capacity 365,000 lbs gross

Height 118 ft

Number of strings 10

Drilline diam 1-1/8"

Crown cluster sheaves 30" (4)

Deadline Sheave 30"

Fast line sheave 36"

Racking board capacity: 4-1/2” drill pipe 10,000 ft.

4” drill pipe 14,000 ft.

1.6. MAST TELESCOPING

Installed at the upper section locking pins and is actuated by these pins. When

the pins are in the locking position, Lock pins are painted in red or amber for

visual control,

1.7. GUYS

Four wind guys – 5/8” cable from crown to the ground. Two wind guys – 5/8” from

racking board to the ground

1.8. HYDRAULIC CATWORKS

Hydraulic break out cylinder for breaking out pipe connections, 6 ft stroke,

maximum pull load 20,000 lbs. Installed on the mast. Includes cable, roller guides

and hydraulic piping.

Hydraulic make up cylinder for making up pipe connections, 6 ft stroke, maximum

pull load 20,000 lbs. Installed on the mast. Includes cable, roller guides and

hydraulic piping, controls are located at the operator's console.

1.9. TRAVELING BLOCK LIMIT SWITCH (CROWN BLOCK SAVER)

Safety device for limiting traveling block raising. Installed at the main drum to

activate the main brake when traveling block is up to a pre-determined height

1.10. DEADLINE ANCHOR

Hercules HA 129 deal line anchor to be used with compression type weight

sensor. Drum type, mounted on carrier frame in front of drawworks frame.

1.11. DIESEL ENGINE

Two (2), Cat C-15’s engines or equivalent rated at 540 HP each, 6 cylinder.

Radiator

Dual element air cleaner

Oil cooler

Starter 12 V

Voltmeter

12 V Alternators

Two 12 V Batteries

Muffler with spark arrestor

SPECIFICATIONS:

Rated power 540 HP @ 2100 RPM

Torque 1820 lbs/ft @ 1400 RPM

1.12. TRANSMISSION

Two 5 speed, automatic, Allison CLT 6061RB

1.13. COMPOUND GEAR BOX

Compound gear box, model LCI-280, with pressurized lubrication system.

Manual disconnection of each engine shaft to provide independent operation of

each engine. One output shaft to combined gear box consisting of right angle

gear box and drop box to drive rotary. Ratio 1.0: 1.0271

1.14. POWER TAKE-OFF

Chelsea 852 XB (or equivalent). Used for hydraulic pump drive, mounted on

transmission, nominal power 100 HP

1.15. HYDRAULIC SYSTEM

Two hydraulic gear pumps, 325 gal. Hydraulic tank, safety by-pass valve,

regulating valve, strainer, complete with all hydraulic piping. Max pressure 2500

PSI, capacity 70 GPM---hydraulic sys to have cooler. To operate hydraulic

equipment, mast/substructure extending/retracting, tongs and spider.

1.16. AIR SYSTEM

Air system with one (1) 60 gal receiver to provide air to main air line and brake

system. Includes air lines, control valves, pressure gauges.

1.17. AIR COMPRESSOR

Cat air compressors with direct drive, mounted on engine.

Reciprocal type, 28 CFM capacity

1.18. OPERATOR'S CONTROLS

Operator's console to include the following controls and instrumentation:

Controls:

- Main drum brake lever

- Main drum clutch controls

- Engine throttle

- Shift lever for transmissions

- Hydraulic pump controls

- Auxiliary winch controls

- Two mud pump engine throttles

- Mud pump clutch controls

Instrumentation:

- Air pressure gauge

All air operated controls are located in the central part of the console and have

identifying tags. Console is located to provide good visibility of traveling block,

work floor and racking board.

1.19. ENGINE EMERGENCY SHUT DOWN

Engines emergency shut down valve for emergency engine stop. Located at the

operator's console.

1.20. CARRIER MOUNTED LCI 750

A heavy-duty 7-axle carrier with air suspension. The carrier is equipped with all

lights and brakes for highway use. All rear axles have spring brake chambers for

safety.

1.21. TIRES (16.00x20, 14 ply): 14

All tires, disc wheels, 14 tires mounted with all-terrain tread. All tires inflated to

100 psi.

1.22. SUSPENSIONS

Three front steer axles with spring suspension. Rear suspensions are walking

beam/air ride with one lift axle. Front has two drive axles. Rear has three drive

axles.

1.23. FOUR PEDESTALS FOR HYDRAULIC JACKS

Pedestals under front jacks for rig stability. Four pedestals required. There are

to be six jacks for leveling the rig.

1.24. SIX HYDRAULIC JACKS

Six hydraulic leveling jacks to take off the load from the axles and provide

horizontal position of the rig during operation. Each jack is operated by its own

controls and is equipped with screw with thrust nut, which allows to relieve

hydraulic pressure from the jacks during rig operation. Controls are located at the

mast supports.

1.25. CARRIER RAMP/BASEBEAM

10’ w x 18” h x 55’ l and has hinged section for easier transportation. With steel

covered wheel guides. One 24 ft basebeam.

1.26. FOLDING SIDE WALKWAYS

Folding walkways at each side of the rig. Complete with folding 4 foot high

handrails and stairs with handrail from catwalks to the ground.

1.27. STAIRS

Two lower level stairs. Two stairs from the carrier to working floor. Two stairs

from the ground to the carrier. Width not less than 2.5’. All handrails 4 foot high.

1.28. FUEL TANK

One (1) 100 gallon, mounted on side of the chassis

1.29. AUXILIARY HYDRAULIC WINCH (2 winches)

Braden/Gearmati model PD12 hydraulic winch planetary type, 12,000 lbs pull

load at first layer, 336’ per minute @ 65 GPM and 2400 PSI

Hydraulic brake and spooler

Sheaves are mounted on crown

Controls at the driller’s panel

1.30. TOOL BOX

One (1) steel plate box with reinforced door and stop chains.

1.31. ROTARY TABLE DRIVE

One LCI rotary table drive with driveshaft and two air clutches (one for rotary on

and off, second for rotary brake).

Controls are located at operator's panel.

1.32. ROTARY TABLE DRIVE CHAIN GEAR BOX

Includes three shafts inside full length guard, complete with sprockets, flanges,

chains and chain gear box with one shaft to connect to rotary table.

1.33. PAINT

Drawworks and all carrier components are painted in standard red color. Derrick

is painted white. These are our standard colors. Can be confirmed with LCI

selection sheet.

1.34. STANDPIPE

One 4" OD standpipe 5000 PSI WP, mounted on off-operator side with

Manifold (one 4” gate and two 2” gate) with hammer unions.

OPTIONAL EQUIPMENT:

TRAVELING BLOCK

American Block ABCO-200-5-30 traveling block or equivalent with unitized hook

SPECIFICATION:

Working load capacity 200 ton

Number of sheaves 5

Sheave groove 1-1/8"

Sheave diameter 30"

MAST API 4F FOURTH EDITION GENERAL SPEC GUIDELINE

LCI mast is designed to withstand a wind of 69 mph from any direction provided the four

jacks on the vehicle are properly deployed and guying per API is done. Telescoping

structural mast is designed and constructed to API standard Spec 4-F (Fourth Edition) and

API Spec Q-1 quality control (Eighth Edition) and bears the API monogram. The Product

Specifcation Level for this mast is PSL 1, and the Structural Safety Level (SSL) is E2-U2.

Section 4: Product Specification Levels (PSL)… PSL 1 Required

The level of material and process controls placed upon primary load-carrying components of

covered equipment.

PSL 1 //////////

Section 5.2, 5.3, 5.4: API Nameplates Required… API Service Rig Mast Nameplate

Required

API Derrick or Mast Nameplate Required ______Yes ___X__ No

API Service Rig Mast Nameplate Required ___X__ Yes ______No

API Substructure Nameplate Required ______Yes ___X__ No

API Crown Block Nameplate Required ______Yes ___X__ No

Section 6: Structural Safety Level (SSL)… Medium E2 U2 Required

Other Concerns

(Pollution, Economic Loss, Public Concern, etc.)

Life Safety High Medium Low

High E1 U1 E1 U1 E1 U1

Medium E1 U1 E2 U2 E2 E2

Low E1 U1 E2 U2 E3 U3

E = Expected Environmental Event (Choose Only One)

U = Unexpected Environmental Event (Choose Only One)

Each structure shall have two SSL’s, the first for the expected environmental event, and the

second for the unexpected environmental event.

Section 7: Design Loads… Design loads are specific to each rig.

Maximum Rated Static Hook Load = Varies kN (kips)

Maximum Rated Static Rod Load = Varies kN (kips)

Maximum Rated Static Rotary Load = Varies kN (kips)

Maximum Rated Setback Load = Varies kN (kips)

1. Operating Rod Load required for Service Rig Masts per Table 7.2.

Section 8.1.1: Fatigue Design … Not Required

Section 8.2: Special Operating Loads… Not Required

Section 8.3.1.1: Onshore Wind Design Criteria…

The design reference wind velocity for operating, erection, and transportation shall be

specified by the purchaser.

Operating Vref = 25 knots

Erection Vref = 25 knots

Transportation Vref = 25 knots

Note: 1 knot = 1.15 miles per hour = 0.514 meters per second

9

The expected and unexpected storm wind data may be specified in one of the following

manners:

1. Directly specified by the purchaser in knots: The expected wind velocity specified

shall be a 3-second gust wind, in knots, measured at 10 m (33 ft) in open terrain with

an associated wind return period of 50 years for the land regions where the rig will

operate.

The unexpected wind velocity shall be not less than 75% of the expected wind velocity.

2. Specified by the required Structural Safety Level (SSL; refer to Section 6) and the

various regions where the structures shall operate. The manufacturer shall determine

the appropriate design wind speeds using data from a recognized standards or

governmental meteorological agency for the regions of intended use. Example:

ASCE/SEI 7-05 is used for data in the continental United States. Note that for

some regions in the world, such meteorological data is not readily available and the

purchaser and manufacturer should agree on appropriate design wind speeds.

Expected Vref = 75 knots

Unexpected Vref = 60 knots

Section 8.3.1.2: Offshore Wind Design Criteria… Not required

Section 8.4: Dynamic Loads… Not required

Section 8.5: Earthquake Load… Required upon special application.

Earthquake consideration is a special loading condition to be specified by the user. The

purchaser is responsible to provide all design criteria for the seismic zone in which the