Amendment_000001.pdf

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ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

101 Imported Pipe Embedment - TP 02315 10 CY 102 Imported Structural Fill - TP 02315 5 CY 103 Soils Tests - TP 02315 2 EA 104 Rock Removal - TP 02316 2 CY 105 PVC Water Main - TP 02510

A. 2-inch 100 LF B. 4-inch 50 LF C. 6-inch 50 LF

106 Flush Hydrant Assembly (2-inch) - TP 02510 1 EA 107 Pressure Reducing Valve - TP 02510 1 EA 108 Air Release Combination Value - TP 02510 1 EA 109 Gate Valve and Box - TP 02510

A. 4-inch 1 EA B. 6-inch 1 EA

110 Water Distribution Mains - TP 02510 2 EA 110 Water Distribution Mains - TP 02510

A. 2-inch 100 LF

B. 4-inch 100 LF

C. 6-inch 100 LF

D. 8-inch 100 LF

E. 10-inch 100 LF

111 Water Service Line - TP 02518

A. 1-inch 250 LF B. 1 1/4-inch 50 LF

112 Water Service Connection - TP 02518 3 EA 113 House Connection - TP 02518

A. Without PRV 1 EA B. With PRV 2 EA

114 Water Meter and Box - TP 02518 2 EA 115 Curb Stop and Box - TP 02518

A. 1-inch 1 EA B. 1 1/4-inch 1 EA C. 2-inch 1 EA

116 Spring Box Development - TP 02525 2 LS 117 Water Collection Screen - TP 02525 1 LS 118 Well Disinfection/Water Analysis - TP 02516 4 EA 119 Well Abandonment - TP 02520 1 LS 120 Sewer Service Line - TP 02532 300 LF

Pricing Schedule Base Period

The following Bid Schedule is based on estimated quantities required to meet the specifications. The total extended prices shall be used for bid evaluation purposes only. The actual amount to be paid by the Government under the contract shall be computed on the actual quantities installed at the unit bid prices awarded. Work performed under the contract will be ordered by issuance of delivery orders in accordance with clause 52.216-18 Ordering (See Section I).

The designated ordering office is the Contracting Office, Indian Health Service Service/California Area Office, Sacramento, CA.

Humboldt, Del Norte, Trinity and Siskiyou Counties

Base Year (From Contract Award to one Year from Date of Award)

121 Sewer Service Line Cleanout - TP 02532 5 EA 122 Sewer Service Connection - TP 02532

A. 1 ft - 5 ft 2 EA B. Greater the 5 ft to 9 ft 2 EA

123 Septic Tank - TP 02540

A. 1500-gallon Concrete 3 EA B. 1250-gallon Polyethylene 1 EA

124 Septic Tank Manhole Riser - TP 02540 10 EA 125 Septic Tank Abandonment - TP 02540 2 EA 126 Solid Sewer Pipe (4-inch) - TP 02540 300 LF 127 Distribution Box- TP 02540 5 EA 128 Drainfield - TP 02540

A. 24-inches Gravel Below Pipe 150 LF B. 36-inches Gravel Below Pipe 150 LF C. Chamber 500 LF

129 Inspection Port - TP 02540 18 EA 130 Screened Baffle/Effluent Filter - TP 02540 4 EA 131 Pressurized Drainfield - TP 02541

A. Gravel 3-ft wide 150 LF B. Gravel less Chamber 150 LF

132 Individual Sewage Lift Station - TP 02545 1 EA 133 Curtain Drain - TP 02620 25 LF 134 Asphalt Concrete Paving- TP 02740 15 CY 135 Individual Slow Sand Filter- TP 013220 2 EA 136 Individual Roughing Filter- TP 13220 1 EA 137 Booster Pump - TP 15450 2 EA 138 Well House Building (4' x 6') - TP 15450 2 LS 139 Pressure Tank - TP 15450 2 EA 140 Mineral Filter Assy/Installation - TP 15450 1 EA 141 Individual Chlorination System - TP 11240 1 EA 142 Water Storage Tank 1500 gal - TP 15450 3 EA 143 Buried Electrical Cables - TP 16100

A. With #8 Wires 50 LF B. With #10 Wires 50 LF C. With #12 Wires 50 LF D. With #16 Wires 50 LF

144 Pump/Inspect Septic Tank- TP 02540 2 LS 145 Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL BASE YEAR:

ITEM DESCRIPTION

ESTIMATED

QUANTITY UNIT UNIT PRICE TOTAL PRICE

201 Imported Pipe Embedment - TP 02315 10 CY 202 Imported Structural Fill - TP 02315 5 CY 203 Soils Tests - TP 02315 2 EA 204 Rock Removal - TP 02316 2 CY 205 PVC Water Main - TP 02510

A. 2-inch 100 LF B. 4-inch 50 LF C. 6-inch 50 LF

206 Flush Hydrant Assembly (2-inch) - TP 02510 1 EA 207 Pressure Reducing Valve - TP 02510 1 EA 208 Air Release Combination Value - TP 02510 1 EA 209 Gate Valve and Box - TP 02510

A. 4-inch 1 EA B. 6-inch 1 EA

210 Water Distribution Mains - TP 02510 2 EA 210 Water Distribution Mains - TP 02510

A. 2-inch 100 LF B. 4-inch 100 LF C. 6-inch 100 LF D. 8-inch 100 LF E. 10-inch 100 LF

211 Water Service Line - TP 02518

A. 1-inch 250 LF B. 1 1/4-inch 50 LF

212 Water Service Connection - TP 02518 3 EA 213 House Connection - TP 02518

A. Without PRV 1 EA B. With PRV 2 EA

214 Water Meter and Box - TP 02518 2 EA 215 Curb Stop and Box - TP 02518

A. 1-inch 1 EA B. 1 1/4-inch 1 EA C. 2-inch 1 EA

216 Spring Box Development - TP 02525 2 LS 217 Water Collection Screen - TP 02525 1 LS 218 Well Disinfection/Water Analysis - TP 02516 4 EA 219 Well Abandonment - TP 02520 1 LS 220 Sewer Service Line - TP 02532 300 LF 221 Sewer Service Line Cleanout - TP 02532 5 EA

Pricing Schedule Option Year

The following Bid Schedule is based on estimated quantities required to meet the specifications. The total extended prices shall be used for bid evaluation purposes only. The actual amount to be paid by the Government under the contract shall be computed on the actual quantities installed at the unit bid prices awarded. Work performed under the contract will be ordered by issuance of delivery orders in accordance with clause 52.216-18 Ordering (See Section I).

The designated ordering office is the Contracting Office, Indian Health Service Service/California Area Office, Sacramento, CA.

Humboldt, Del Norte, Trinity and Siskiyou Counties

Base Year (From Contract Award to one Year from Date of Award)

222 Sewer Service Connection - TP 02532

A. 1 ft - 5 ft 2 EA B. Greater the 5 ft to 9 ft 2 EA

223 Septic Tank - TP 02540

A. 1500-gallon Concrete 3 EA B. 1250-gallon Polyethylene 1 EA

224 Septic Tank Manhole Riser - TP 02540 10 EA

225 Septic Tank Abandonment - TP 02540 2 EA 226 Solid Sewer Pipe (4-inch) - TP 02540 300 LF 227 Distribution Box- TP 02540 5 EA 228 Drainfield - TP 02540

A. 24-inches Gravel Below Pipe 150 LF B. 36-inches Gravel Below Pipe 150 LF C. Chamber 500 LF

229 Inspection Port - TP 02540 18 EA 230 Screened Baffle/Effluent Filter - TP 02540 4 EA 231 Pressurized Drainfield - TP 02541

A. Gravel 3-ft wide 150 LF B. Gravel less Chamber 150 LF

232 Individual Sewage Lift Station - TP 02545 1 EA 233 Curtain Drain - TP 02620 25 LF `

234 Asphalt Concrete Paving- TP 02740 15 CY 235 Individual Slow Sand Filter- TP 013220 2 EA 236 Individual Roughing Filter- TP 13220 1 EA 237 Booster Pump - TP 15450 2 EA 238 Well House Building (4' x 6') - TP 15450 2 LS 239 Pressure Tank - TP 15450 2 EA 240 Mineral Filter Assy/Installation - TP 15450 1 EA 241 Individual Chlorination System - TP 11240 1 EA 242 Water Storage Tank 1500 gal - TP 15450 3 EA 243 Buried Electrical Cables - TP 16100

A. With #8 Wires 50 LF B. With #10 Wires 50 LF C. With #12 Wires 50 LF D. With #16 Wires 50 LF

244 Pump/Inspect Septic Tank- TP 02540 2 LS 245 Permits and/or Other Fees EA ** **

** Paid by Direct Reimbursement, Receipt Required

TOTAL BASE YEAR:

SECTION H

SPECIAL CONTRACT REQUIREMENTS

1. MINIMUM INSURANCE

Contractor shall obtain and maintain the following minimum insurance during the entire performance period. Before beginning on-site operations, the contractor shall submit to the Contracting Officer evidence of insurance coverage. Certificates of Insurance shall contain a 30 day cancellation notice.

2. LIABILITY INSURANCE

Worker's Compensation and Employer's Liability: Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statues. If occupational diseases are not compensable under those statues, they shall be covered under employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 is hereby required.

a. General Liability: Bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence is hereby required.

b. Automobile Liability: The Contractor shall submit proof of automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage is hereby required. The amount of liability coverage on other policies shall be commensurate with any legal requirement of the locality and sufficient to meet normal and customary claims.

The amounts of liability coverage listed above are minimum amounts only. The amount of coverage shall be commensurate with any statutory requirements of the locality and sufficient to meet any normal and customary claims.

3. PERFORMANCE AND PAYMENT BONDS

a. PERFORMANCE BONDS. For contracts over $150,000, a Performance Bond is required. The bond must be submitted and approved within 10 calendar days after receipt of the executed Task Order. Work cannot begin until a Notice to Proceed, fully executed by the Contractor Officer, has been given. The amount of the Performance Bond must equal 100% of the contract amount. (Standard Form 25 is attached, see Section J) (See Section I, 52.228-15)

b. PAYMENT BOND. For contract over $30,000, a Payment Bond is required. The bond must be submitted and approved within 10 calendar days after receipt of the contract. Work cannot begin until a Notice to Proceed, fully executed by the Contractor, has been given. The amount of the Payment Bond must equal 100% of the contract amount. (Standard Form 25A is attached, see Section J) (See Section I, 52.228-15)

Order Value Requirement

Orders <$30,000> Performance and Payment Bond are not required.

Orders $30,000 to $150,000 Only Payment Bond required for 100% of the order amount.

Orders $150,000+ Performance and Payment Bonds required for 100% of the order amount.

4. WAGE DETERMINATION

U.S. Department of Labor Wage determinations applicable to this contract are incorporated herein. (See Section J.)

If any laborer or mechanic is to be employed in a classification that is not listed in the wage determination applicable to the contract, the contractor shall submit to the Contracting Officer a Standard Form (SF) 1444 Request for Authorization of Additional Classification and Rate, along with other pertinent data.

5. PERFORMANCE BOND, & PAYMENT BONDS

Performance Bonds (Standard Form 25) and Payment Bonds (Standard Form 25A) in the following amounts are required. The deadline for submitting acceptable bonds and the sum of each bond is as follows:

6. BID BONDS. Bidder shall submit with its bid a Bid Guarantee with good and sufficient surety or sureties acceptable to the Government, or other form of security in the amount of 20 percent of the bid price or $3,000,000, whichever is less. The bid bond penalty may be expressed in terms of a percentage of the bid price or may be expressed in dollars and cents.

(Standard Form 24 is attached hereto. See Section J) (See Section I, 52.228-1)

7. NORTH AMERICAN INDUSTRY CLASSIFICATION SYSTEM (NAICS)

INFORMATION

a. The North American Industry Classification System (NAICS) code for this acquisition is 237110.

b. The small business size standard is $33.5 million.

END OF SECTION H