am_2.pdf

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W9126G-08-R-0219

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO DOCUMENTS 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Bidding Schedule.- Replace the Bidding Schedule with the accompanying new Bidding Schedule , bearing the notation "ACCOMPANYING AMENDMENT NO. 0002 TO SOLICITATION NO. W9126G-08-R-0219.”

CHANGES TO THE SPECIFICATIONS

2. New Section.- Add the accompanying new section 01 02 00 - DESCRIPTIONS OF BID ITEMS AND DRAWING DETAILS, bearing the notation "ACCOMPANYING AMENDMENT NO. 0002 TO SOLICITATION NO. W9126G-08-R-0219,” and add to the Project Table of Contents.

End Of Summary of Changes

Amendment No. 0002 W9126G-08-R-0219

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0001 Storm Water Pollution Plan Per Task Order

(DO NOT INCLUDE PRICE IN BID

SCHEDULE) ******** *** **************** *******************

0002 Earth Berms 250 LF

0003 Install and Remove Hay Bales 250 EA

0004 Sediment Basins 100 EA

0005 Dust Control 100 HR

0006 Temporary Mulch 10 AC

0007 Survey Crew (AM#2) 150 HR

0008 Remove Concrete Curb 100 LF

0009 Remove Concrete Curb & Gutter 100 LF

0010 Miscellaneous Sawcut Concrete Pavement

100 LF

0011 Miscellaneous Sawcut Asphalt Pavement 100 LF

0012 Remove Concrete Pavement (1 - 10 inches)

100 SY

0013 Remove Asphalt Pavement (1 - 10 inches) 100 SY

0014 Remove Concrete/Masonry Structures 20 CF

0015 Perform Bush Hogging 100 AC

0016 Remove Concrete Sidewalk 200 SF

0017 Remove Concrete Driveway 100 SF

0018 Remove Storm Sewer ((18 inches) (12-18 inches)) 20 LF

0019 Remove Storm Sewer (24 - 36 inches) 20 LF

0020 Remove Existing Tree Stump 10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROADS AND DRAINAGE

BIDDING SCHEDULE

(To be attached to SF 1442)

PRIMARILY FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0021 Remove 10 or less Trees (6 inches) 10 EA

0022 Remove 10 or less Trees (6 inches but < 12 inches) 10 EA

0023 Remove 10 or less Trees (12 inches but < 24 inches) 10 EA

0024 Remove 10 or less Trees (24 inches but < 36 inches) 10 EA

0025 Remove 10 or less Trees Near Structure (6 inches) 10 EA

0026 Remove 10 or less Trees Near Structure (6 inches but < 12 inches) 10 EA

0027 Remove between 11 to 20 Trees (6 inches)

40 EA

0028 Remove between 11 to 20 Trees (6 inches but < 12 inches) 40 EA

0029 Remove between 11 to 20 Trees (12 inches but < 24 inches) 40 EA

0030 Remove between 11 to 20 Trees (24 inches but < 36 inches) 40 EA

0031 Remove between 11 to 20 Trees Near Structure (6 inches) 40 EA

0032 Remove between 11 to 20 Trees Near Structure (6 inches but < 12 inches) 40 EA

0033 Remove between 21 to 50 Trees (6 inches)

40 EA

0034 Remove between 21 to 50 Trees (6 inches but < 12 inches) 40 EA

0035 Remove between 21 to 50 Trees (12 inches but < 24 inches) 40 EA

0036 Remove between 21 to 50 Trees (24 inches but < 36 inches) 40 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0037 Remove between 21 to 50 Trees Near Structure (6 inches) 40 EA

0038 Remove between 21 to 50 Trees Near Structure (6 inches but < 12 inches) 40 EA

0039 Clearing and Grubbing - Burning Allowed 100 AC

0040 Clearing and Grubbing - Offsite Removal 100 AC

0041 Clearing and Grubbing - for New Roads (Lay outside of R.O.W.) 100 AC

0042 Remove Shrub 10 EA

0043 Perform General Site Excavation with Cut/Fill Balance 10,000 CY

0044 Place Select Backfill from offsite borrow source 5,000 CY

0045 Offsite Disposal of Excess Excavated Material 5,000 CY

0046 Desilt Existing Storm Sewer and Structures

100 SY

0047 Install Geotextiles for Erosion Control 500 SY

0048 Install Soil Retention Blanket for Erosion Control 500 SY

0049 Install Geogrid GB 265 for Soil Stabilization

500 SY

0050 Install Geogrid GB 350 for Soil Stabilization

500 SY

Install Geogrid GU 570 for Soil Stabilization

500 SY

Install Geogrid GU 950 for Soil Stabilization

500 SY

Install Geogrid GU 1900 for Soil Stabilization

500 SY

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

BIDDING SCHEDULE

(To be attached to SF 1442)

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

Install Geogrid GU 2500 for Soil Stabilization

500 SY

0055 Construct Type A Inlet 5 EA

0056 Construct Type B Inlet 5 EA

0057 Construct Type BB Inlet 5 EA

0058 Construct Type C-1 Inlet 5 EA

0059 Construct Type C-2 Inlet 5 EA

0060 Construct Type C-3 Inlet 5 EA

0061 Construct Type C-4 Inlet 5 EA

0062 Construct Type C-5 Inlet 5 EA

0063 Construct Type C-6 Inlet 5 EA

0064 Construct Type D Inlet 5 EA

0065 Construct Type A Beehive Inlet 5 EA

0066 Construct Type B Beehive Inlet 5 EA

0067 Construct Type C Beehive Inlet 5 EA

0068 Construct Concrete Headwall (12 - 18 inches) Pipe 10 EA

0069 Construct Concrete Headwall (24 - 30 inches) Pipe 5 EA

0070 Construct Concrete Headwall (36 - 48 inches) Pipe 5 EA

0071 Construct Ditch/Swale Inlet Structure 5 EA

0072 Construct Backslope Interceptor Structure

5 EA

0073 Construct Concrete Manhole (0 - 5 ft) depth

10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0074 Construct Concrete Manhole (5 - 8 ft) depth

10 EA

0075 Construct Manhole Extra Depth (8 feet) 1 VF

0076 Install Manhole Frame and Cover 1 EA

0077 Install Inlet Frame and Grate 1 EA

0078 Adjust Inlet Ring and Grate to New Grade 1 EA

0079 Adjust Manhole Ring and Lid to New Grade

1 EA

0080 Install 18 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0081 Install 24 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0082 Install 36 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0083 Install 48 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0084 (AM#2) DELETED

0085 (AM#2) DELETED

0086 (AM#2) DELETED

0087 Install 18 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0088 Install 24 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0089 Install 36 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0090 Install 48 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0091 (AM#2) DELETED

0092 (AM#2) DELETED

0093 (AM#2) DELETED

BIDDING SCHEDULE

(To be attached to SF 1442)

FORT POLK, LOUISIANA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0094 Install 18 inches RCP (12-20 ft) Cut in Satisfactory Soil 100 LF

0095 Install 24 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0096 Install 36 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0097 Install 48 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0098 Install (18 inches) RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0099 Install 24 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0100 Install 36 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0101 Install 48 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0102 Install 18 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0103 Install 24 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0104 Install 36 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0105 Install 48 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0106 Install 18 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

0107 Install 24 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

0108 Install 36 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

0109 Install 48 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

Install (2 - 10 inches) PVC Pipe (0 - 6 ft) Cut 100 LF

Install (12 - 18 inches) PVC Pipe (0 - 6 ft) Cut 100 LF

0112 Install (24 inches) PVC Pipe (0 - 6 ft) Cut 100 LF

Install (4 - 10 inches) PVC Pipe (6 - 12 ft) Cut 100 LF

0114 Install (12 - 18 inches) PVC Pipe (6 - 12 ft) Cut 65 LF

Install (24 inches) PVC Pipe (6 - 12 ft) Cut 100 LF

0116 Directional Boring (4 - 10 inches) PVC Pipe (0 - 12 ft) Pit Depth 100 LF

0117 Directional Boring (12 - 18 inches) PVC Pipe (0 - 12 ft) Pit Depth 100 LF

0118 Directional Boring (24 inches) PVC Pipe (0 - 12 ft) Pit Depth 100 LF

0119 Repair Asphaltic Concrete Pavement 300 SY

0120 Place less than (5,000 sy) Asphaltic Concrete Pavement (2 inches) 4000 SY

0121 Place between (5000 & 10,000 sy) Asphaltic Concrete Pavement (2 inches) 8000 SY

0122 Place between (10,000 & 20,000 sy) Asphaltic Concrete Pavement (2 inches) 15,000 SY

0123 Install Reinforced Concrete Curb and Gutter

20 LF

0124 Repair Reinforced Concrete Pavement 100 SY

0125 Construct Reinforced Concrete Pavement (6 inches) 100 SY

0126 Construct Reinforced Concrete Pavement (8 inches) 100 SY

0127 Construct Reinforced Concrete Pavement (10 inches) 100 SY

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0128 Construct Reinforced Concrete Sidewalk 220 SY

0129 Construct Sidewalk Underdrain and Cover

1 EA

0130 Construct Concrete Swale - Type A 100 LF

0131 Construct Concrete Swale - Type B 100 SF

0132 Construct Grass Swale 200 LF

0133 Construct Concrete Trapezoidal Ditch 100 SF

0134 Construct Grass Trapezoidal Ditch 100 SF

0135 Place less than (5000 sy) of Topsoil 4000 SY

0136 Place between (5000 & 10,000 sy) of Topsoil 8000 SY

0137 Place between (10,000 & 20,000 sy) of Topsoil 15,000 SY

0138 Place less than (5000 sy) of Hydromulch Seeding 4,000 SY

0139 Place between (5000 & 10,000 sy) of Hydromulch Seeding 8,000 SY

0140 Place between (10,000 & 20,000 sy) of Hydromulch Seeding 15,000 SY

0141 Place less than (5000 sy) for Establishment of Turf 4,000 SY

0142 Place between (5000 & 10,000 sy) for Establishment of Turf 8,000 SY

0143 Place between (10,000 & 20,000 sy) for Establishment of Turf 15,000 SY

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0144 Place less than or equal to 1000 sy of Solid Bermuda Sodding 1,000 SY

0145 Place greater than 1000 sy of Solid Bermuda Sodding 3,000 SY

0146 Place less than or equal to 1000 sy of Solid Centipede Sodding 1,000 SY

0147 Place greater than 1000 sy of Solid Centipede Sodding 3,000 SY

0148 Place less than or equal to 1000 sy of Solid St. Augustine Sodding 1,000 SY

0149 Place greater than 1000 sy of Solid St.

Augustine Sodding 3,000 SY

0150 Point Repair Storm Sewer (12 -24 inches) 5 EA

0151 Point Repair Storm Sewer (30 - 54 inches)

5 EA

0152 Remove Chain Link Fence 1000 LF

0153 Install Chain Link Fence 1000 LF

0154 Install Chain Link Fence and Concrete Curb

1000 LF

0155 Remove Wooden Fence 100 LF

0156 Install Wooden Fence 100 LF

0157 Construct Type A Retaining Wall 500 LF

0158 Construct Type A Retaining Wall and Chain Link Fence 200 LF

0159 Construct Type B Retaining Wall and Chain Link Fence 200 LF

0160 Construct Type C Retaining Wall and Chain Link Fence 200 LF

0161 Construct Type D1 Retaining Wall 1000 LF

0162 Construct Type D2 Retaining Wall 1000 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

(To be attached to SF 1442)

SOD

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0163 Construct Type D3 Retaining Wall 100 LF

0164 Construct Type E Retaining Wall at Offset Floor Slabs 100 LF

0165 Construct Drilled Shafts (12 inches) diameter

200 VF

0166 Construct Drilled Shafts (18 inches) diameter

200 VF

0167 Construct Drilled Shafts (24 inches) diameter

200 VF

0168 Place Rip Rap 500 CY

0169 Place Flexible Concrete Revetment 1000 SY

0170 Construct Reinforced Concrete Slope Paving (6 inches) 500 SY

0171 Seal Cracks in Existing Concrete Structures

100 LF

0172 Install Welded Steel Handrail 10 LF

0173 Place Miscellaneous Steel Reinforcing 2000 LB

0174 Place Miscellaneous Structural Concrete 40 CY

0175 Adjust Sanitary Sewer Cleanout to Grade 6 EA

0176 Install Sanitary Sewer Service Line 100 LF

0177 Install Water Service Line (3/4 - 1 1/2 inches)

100 LF

0178 Install Water Service Line (2 - 4 inches) 100 LF

0179 Install Gas Service Line (1/2 - 1 inch) 100 LF

0180 Install Gas Service Line (1 1/4 - 2 inches) 100 LF

0181 Place Splash Block 20 EA

0182 Plant Tree - Type A 5 EA

0183 Plant Tree - Type B 5 EA

0184 Plant Tree - Type C 5 EA

0185 Plant Tree - Type D 5 EA

BIDDING SCHEDULE

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0186 Plant Tree - Type E 5 EA

0187 Plant Tree - Type F 5 EA

0188 Remove and Transplant Tree w/3.3 ft Tree Spade 1 EA

0189 Remove and Transplant Tree w/5 ft Tree Spade 1 EA

0190 Remove and Transplant Tree w/7.5 ft Tree Spade 1 EA

0191 Plant Shrub - Type A 5 EA

0192 Plant Shrub - Type B 5 EA

0193 Plant Shrub - Type C 5 EA

0194 Plant Shrub - Type D 5 EA 0195 Remove and Reinstall Playground

Equipment 2 EA

0196 6 inches Crushed Aggregate Surface Course

50000 SY

0197 Separation/Filtration Geotextile Material

1000 SY

0198 10 inches Process Depth for Fine Grained Subgrade Material 10000 SY

0199 18 inches Process Depth for Course Grained Subgrade Material 10000 SY

0200 10 inches Process Subgrade Depth with 6-percent Lime by Volume 10000 SY

0201 18 inches Process Subgrade Depth with 6-percent Lime by Volume

10000 SY

0202 8 inches Process Subgrade Depth with 9-percent Portland Cement by volume 10000 SY

BIDDING SCHEDULE

(To be attached to SF 1442)

ROAD CONSTRUCTION

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0203 10 inches Process Subgrade Depth with 9-percent Portland Cement by volume

10000 SY

0204 18 inches Process Subgrade Depth with 9-percent Portland Cement by volume

10000 SY

0205 Proof Rolling

5 AC

0206 Earthwork for Typical Roadways with Cut/Fill Balance 5 MI

0207 Earthwork for Overtopping roadway Section with Cut/Fill Balance 4 MI

0208 Fill material from onsite borrow area (1 to 3 miles) haul 5000 CY

0209 Fill material from onsite borrow area (3 to 5 miles) haul 5000 CY

0210 Fill Material from Offsite Borrow Pit 5000 CY

0211 Overexcavate soft material and backfill with (24 inches) depth crushed rock 1000 SY

0212 (12 inches) Depth Concrete for Turning Pad or Hardened Bottom 1000 SY

0213 (18 inches) Depth Concrete Toe for Hardened Bottom Section 100 LF

0214 8 inches Depth Crushed Rock Base for Concrete Pavement 100 SY

0215 Guard Posts 50 EA

0216 Stream Gages 10 EA

0217 Silt Fences 1000 LF

0218 Traffic Signs 10 EA

0219 Culvert Headwall for (18 inches) Pipe 10 EA

0220 Culvert Headwall for (24 inches) Pipe 10 EA

0221 Culvert Headwall for (36 inches) Pipe 10 EA

0222 Culvert Headwall for (48 inches) Pipe 10 EA

0223 Culvert Headwall for (60 inches) Pipe 10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0224 Cast In Place Reinforced Concrete Box Culvert Flared Wings 40 CY

0225 (18-inches) Crushed Rock Bedding for Box Culverts 100 SF

0226 (10 x 5 ft) Precast Box Culvert (2 ft) Fill 40 LF

0227 (10 x 7 ft) Precast Box Culvert (2 ft) Fill 40 LF

0228 (10 x 9 ft) Precast Box Culvert (2 ft) Fill 40 LF

0229 (10 x 5 ft) Precast Box Culvert (8 ft) Fill 40 LF

0230 (10 x 7 ft) Precast Box Culvert (8 ft) Fill 40 LF

0231 (10 x 9 ft) Precast Box Culvert (8 ft) Fill 40 LF

Grading of Existing Roads (18 to 30 ft) width 10 MI

0233 Grading of Road Ditches (up 20 ft width) 10 MI

0234 (18 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0235 (24 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0236 (36 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0237 (48 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0238 (60 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ROAD MAINTENANCE

MISCELLANEOUS WORK

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0239 (72 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0240 (96 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0241 (120 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0242 (18 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0243 (24 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0244 (36 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0245 (48 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0246 (60 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0247 (72 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0248 (96 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0249 (120 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0250 (18 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0251 (24 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0252 (36 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0253 (48 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0254 (60 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

BIDDING SCHEDULE

(To be attached to SF 1442)

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0255 (72 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0256 (96 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0257 (120 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0258 (12 inches) Corrugated Polyethlene Culvert Pipe 100 LF

0259 (18 inches) Corrugated Polyethlene Culvert Pipe 100 LF

0260 4-Strand Barb Wire Fence 100 LF

0261 Install 7 Foot Chain Link Security Fence 5000 LF

0262 Install 6 Foot Chain Link Security Fence 5000 LF

0263 7' Gates 4' to 8' Long 10 EA

0264 6' Gates 4' to 8' Long 10 EA

0265 7' Gates 8' to 12' Long 10 EA

0266 6' Gates 8' to 12' Long 10 EA

0267 7' Gates > 12' to 20' Long 10 EA

0268 6' Gates > 12' to 20' Long 10 EA

0269 Additional Grounding 50 EA

0270 Gate Keeper 50 EA

0271 Rod and Lock Keeper 50 EA

0272 Double Arm W/6 Strands of Barbed Wire 1000 LF

0273 Concrete Cores (4 x 12 inches) 100 EA

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0274 Concrete Cores (8 x 12 inches) 100 EA

0275 Tack Weld Support Arms to Fence Post 5000 LF

0276 Concrete Wheel Stops 150 EA

0277 (AM#2) Mill Existing Asphalt Pavement (2") For Roadways (1-5 Miles)

Per Mile / Per 12 ft. Lane Width

0278 (AM#2) Mill Existing Asphalt Pavement (2") For Roadways (5 Miles And Over)

Per Mile / Per 12 ft. Lane Width

0279 Mill Existing Asphalt Pavement for Roadways

TBA SY

0280 Mill Existing Asphalt Pavement (2 inches) 1000 SY

0281 Mill Existing Asphalt Pavement (2 inches) 2000 SY

0282 Mill Existing Asphalt Pavement (2 inches) 3000 SY

0283 Surface Preparation for Pavement Markings, including removal of existing pavement markings (1000 SF or less) 1000 SF

0284 Surface Preparation for Pavement Markings, including removal of existing pavement markings (between 1000 & 5000 SF)

3,000 SF

0285 Surface Preparation for Pavement Markings, including removal of existing pavement markings (5000 SF or less) 5000 SF

(AM#2) DELETED

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0286 4" Reflective Striping, Paint, in place. Color = White (500 LF or less) 500 LF

0287 4" Reflective Striping, Paint, in place. Color = White (greater than 500 LF) 1,000 LF

0288 8" Reflective Striping, Paint, in place. Color = White (500 LF or less) 500 LF

0289 8" Reflective Striping, Paint, in place. Color = White (greater than 500 LF) 1,000 LF

0290 18" Reflective Striping, Paint, in place. Color = White (250 LF or less) 250 LF

0291 18" Reflective Striping, Paint, in place. Color = White (greater than 250 LF) 500 LF

0292 24" Reflective Striping, Paint, in place. Color = White (250 LF or less) 250 LF

0293 24" Reflective Striping, Paint, in place. Color = White (greater than 250 LF) 500 LF

0294 Misc Reflective Marking, Paint, in place.

Color = White (500 SF or less) 500 SF

0295 Misc Reflective Marking, Paint, in place.

Color = White (greater than 500 SF) 1,000 SF

0296 4" Reflective Striping, Paint, in place. Color = Yellow (500 LF or less) 500 LF

0297 4" Reflective Striping, Paint, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0298 8" Reflective Striping, Paint, in place. Color = Yellow (500 LF or less) 500 LF

0299 8" Reflective Striping, Paint, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0300 18" Reflective Striping, Paint, in place. Color = Yellow (250 LF or less) 250 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

(To be attached to SF 1442)

STRIPING, PAINT

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0301 18" Reflective Striping, Paint, in place. Color = Yellow (greater than 250 LF) 500 LF

0302 24" Reflective Striping, Paint, in place. Color = Yellow (250 LF or less) 250 LF

0303 24" Reflective Striping, Paint, in place. Color = Yellow (greater than 250 LF) 500 LF

0304 Misc Reflective Marking, Paint, in place.

Color = Yellow (500 SF or less) 500 SF

0305 Misc Reflective Marking, Paint, in place.

Color = Yellow (greater than 500 SF) 1,000 SF

0306 4" Reflective Striping, thermoplastic compound, in place. Color = White (500 LF or less) 500 LF

0307 4" Reflective Striping, thermoplastic compound, in place. Color = White (greater than 500 LF) 1,000 LF

0308 4" Reflective Striping, thermoplastic compound, in place. Color = Yellow (500 LF or less) 500 LF

0309 4" Reflective Striping, thermoplastic compound, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0310 4" Non-reflective Striping, Paint, in place.

Color = White (500 LF or less) 500 LF

0311 4" Non-Reflective Striping, Paint, in place.

Color = White (greater than 500 LF)

1,000 LF

0312 8" Non-Reflective Striping, Paint, in place.

Color = White (500 LF or less) 500 LF

0313 8" Non-Reflective Striping, Paint, in place.

Color = White (greater than 500 LF)

1,000 LF

0314 18" Non-Reflective Striping, Paint, in place.

Color = White (250 LF or less) 250 LF

0315 18" Non-Reflective Striping, Paint, in place.

Color = White (greater than 250 LF)

500 LF

0316 24" Non-Reflective Striping, Paint, in place.

Color = White (250 LF or less) 250 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0317 24" Non-Reflective Striping, Paint, in place.

Color = White (greater than 250 LF)

500 LF

0318 Misc Non-Reflective Marking, Paint, in place.

Color = White (500 SF or less) 500 SF

0319 Misc Non-Reflective Marking, Paint, in place.

Color = White (greater than 500 SF)

1,000 SF

0320 4" Non-Reflective Striping, Paint, in place.

Color = Yellow (500 LF or less) 500 LF

0321 4" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 500 LF)

1,000 LF

0322 8" Non-Reflective Striping, Paint, in place.

Color = Yellow (500 LF or less) 500 LF

0323 (AM#2) DELETED

0324 8" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 500 LF)

1,000 LF

0325 18" Non-Reflective Striping, Paint, in place.

Color = Yellow (250 LF or less) 250 LF

0326 18" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 250 LF)

500 LF

0327 24" Non-Reflective Striping, Paint, in place.

Color = Yellow (250 LF or less) 250 LF

0328 24" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 250 LF)

500 LF

0329 Misc Non-Reflective Marking, Paint, in place.

Color = Yellow (500 SF or less) 500 SF

0330 Misc Non-Reflective Marking, Paint, in place.

Color = Yellow (greater than 500 SF)

500 SF

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0331 4" Non-Reflective Striping, Paint, in place.

Color = Red (500 LF or less) 500 LF

0332 4" Non-Reflective Striping, Paint, in place.

Color = Red (greater than 500 LF) 1,000 LF

0333 Misc Non-Reflective Marking, Paint, in place.

Color = Red (500 SF or less) 500 SF

0334 Misc Non-Reflective Marking, Paint, in place.

Color = Red (greater than 500 SF) 500 SF

0335 4" Non-Reflective Striping, Paint, in place.

Color = Blue (500 LF or less) 500 LF

0336 4" Non-Reflective Striping, Paint, in place.

Color = Blue (greater than 500 LF) 1,000 LF

0337 Misc Non-Reflective Marking, Paint, in place.

Color = Blue (500 SF or less) 500 SF

0338 Misc Non-Reflective Marking, Paint, in place.

Color = Blue (greater than 500 SF) 500 SF

(AM#2)

4" Non-Reflective Striping, thermoplastic compound, in place. Color = White (500 LF or less) 500 LF

(AM#2)

4" Non-Reflective Striping, thermoplastic compound, in place. Color = White (greater than 500 LF) 1,000 LF

(AM#2)

4" Non-Reflective Striping, thermoplastic compound, in place. Color = Yellow (500 LF or less) 500 LF

(AM#2)

4" Non-Reflective Striping, thermoplastic compound, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0343 Furnish and install raised pavement markers

500 EA

0344 Turn arrow, reflective white, in place 10 EA

0345 Straight arrow, reflective white, in place 10 EA

0346 Combination arrow, reflective white, in place

5 EA

0347 Words: 4 to 5 letters (4' high) 10 EA

0348 Words: 4 to 5 letters (2' high) 10 EA

(To be attached to SF 1442)

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0349 Handicap Parking Space 10 EA

0350 Handicap Parking Space (Van Accessible) 10 EA

0351 Install 12'-7" x 7'-4" Aluminum Box Culvert Structure 100 LF

0352 Install 20'-10" x 8'-1" Aluminum Box Culvert Structure 100 LF

0353 Install 30'-1" x 10'-7" Aluminum Box Culvert Structure 100 LF

0354 Install 34'-5" x 13'-1" Aluminum Box Culvert Structure 100 LF

0355 Single Arm w/3 Strands of Barbed Wire 1000 LF

0356 6' Rolling Gates 8' Long 10 EA

0357 6' Rolling Gates 10' Long 10 EA

0358 6' Rolling Gates 12' Long 10 EA

0359 6' Rolling Gates 14' Long 10 EA

0360 6' Rolling Gates 16' Long 10 EA

0361 6' Rolling Gates 20' Long 10 EA

0362 6' Rolling Gates 24' Long 10 EA

0363 6' Rolling Gates 30' Long 10 EA

0364 7' Rolling Gates 8' Long 10 EA

0365 7' Rolling Gates 10' Long 10 EA

0366 7' Rolling Gates 12' Long 10 EA

0367 7' Rolling Gates 14' Long 10 EA

0368 7' Rolling Gates 16' Long 10 EA

0369 7' Rolling Gates 20' Long 10 EA

ALUMINUM ARCHED BOX CULVERT STRUCTURE (AM#2)

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0370 7' Rolling Gates 24' Long 10 EA

0371 7' Rolling Gates 30' Long 10 EA

0372 Motorized Gate Operator for Rolling Gate

10 EA

0373 Delineator Sign (AM#2) 10 EA

0374AA Performance Bond - $100,000 Payment Bond - $100,000 1 LS ********

0374AB Additional Bonding Per $1,000 to be specified on each Task Order 1000 1K

TOTAL BASE PERIOD BID (LINE ITEMS

0001 THRU 0374)

BIDDING SCHEDULE

(To be attached to SF 1442)

ACCOMPANYING AMENDMENT NO. 0002 TO SOLICITATION NO. W9126G-08-R-0219

Solicitation No. W9126G-08-R-0219 00 11 00

BIDDING SCHEDULE (cont)

NOTES:

1. ARITHMETIC DISCREPANCIES (EFARS 14.407-2)

(a) For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the bidding schedule as submitted by bidders:

(1) Obviously misplaced decimal points will be corrected;

(2) In case of discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected; and

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends his bid to be evaluated on the basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

2. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

3. Bidders must bid on all items.

4. Costs attributable to Division 01 - General Requirements are assumed to be prorated among bid items listed.

5. Responders are advised that this requirement may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process based on decisions related to DOD changes in force structure and disposition of the Armed Forces.

Solicitation No. W9126G-08-R-0219 00 11 00

BIDDING SCHEDULE (cont)

NOTES: (cont)

6. ABBREVIATIONS

For the purpose of this solicitation, the units of measure are represented as follows:

a. AC (acre)

b. CF (cubic feet)

c. CY (cubic yards)

d. EA (each)

e. HR (hour)

f. LB (pound)

g. LF (linear feet)

h. MI (mile)

i. SF (square feet)

j. SY (square yards)

END OF BIDDING SCHEDULE

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 1

SECTION 01 02 00

DESCRIPTIONS OF BID ITEMS AND DRAWING DETAILS

General Requirements

It is anticipated that costs for all general requirements of the proposed construction contract are included in each bid item. The Contractor’s costs for each bid item are expected to include furnishing all labor, materials, equipment, insurance, bond, administrative, supervisory, scheduling, quality control, incidental services, support operations, temporary facilities and controls, temporary utilities, safety measures, control of ground water and surface water, site preparation, removal and off post disposal of materials and debris, clean up and site restoration as required by the contract documents to perform all work for the full completion of each bid item incorporated into the contract for this project.

Further, the costs are expected to include, but are not limited to, furnishing off post facilities for offices; for delivery, storage, laydown, and staging areas for construction materials and equipment; and parking space for employees, subcontractors, and vendors. It also includes all requirements for the necessary safeguards and protection of persons from danger within and near the work areas.

Bid Items

The following is a brief description of the proposed construction bid items to assist in making clear the actual scope of the work within each one, including specific work elements that are part of the item, identification of other related work, and the method of payment.

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 2

BID ITEM 0001 Drawing: none

STORM WATER POLLUTION PREVENTION PLAN (DO NOT INCLUDE PRICE IN BID

SCHEDULE)

This Bid Item consists of labor, materials, equipment and incidentals necessary to provide erosion and sediment control for the duration of the construction period including furnishing, installing and maintaining erosion and sediment control structures and procedures along with the proper removal when no longer required. This Bid Item consists of all costs associated with adhering to all State, Federal and Local requirements associated with necessary Storm Water Pollution Plan. Payment for this Bid Item will be Lump Sum and negotiated for each delivery order.

BID ITEM 0002 Drawing: None

EARTH BERMS

This bid item is for the construction and temporary turfing of earthen berms used as erosion control devices. Payment for this Bid Item will be per linear feet of earthen berm.

BID ITEM 0003 Drawing: None

INSTALL AND REMOVE HAY BALES

This bid item consists of providing and staking down square hay bales used as erosion control devices.

This item also includes the removal after use. Payment for this Bid Item will be per bale of hay.

BID ITEM 0004 Drawing: None

SEDIMENT BASINS

This bid item consists of excavation of pits. The excavated material will be used to construct an earthen berm on two sides of the pit. Two to three hay bales will be staked at the back side. These will be used at the end of the turn-out and ditches as erosion control devices. Payment for this Bid item will be per sediment basin.

BID ITEM 0005 Drawing: None

DUST CONTROL

This bid item will consist of the watering of the site. This watering will be done by way of a water truck.

The water is to be furnished by the government. Payment for this Bid Item will be per hour.

BID ITEM 0006 Drawing: None

TEMPORARY MULCH

This bid item will be used for the temporary stabilization of soil for erosion control, it will include the blowing and crimping of hay. Payment for this Bid Item will be by the acre.

BID ITEM 0007 Drawing: None

SURVEY CREW

This bid item will consist of the surveys of a survey crew. It will include all equipment and material necessary to do surveys in the field. This item shall be used for field surveys and information gathering that shall be provided to the Government. Survey information provided shall include but not be limited to:

field book data, site maps, cross sections and elevations. General construction surveying, such as layout and grade work, shall be included in the appropriate work items. Payment will be per hour.

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 3

BID ITEMS 0008 Drawing: none

REMOVE CONCRETE CURB

This Bid Item consists of removing existing doweled on curb on pavement or other simple concrete curbs that need to be replaced because of damage due to erosion or because of access for other work. Two saw cuts and disposal of the broken concrete debris are incidental and included in this item. Payment will be by linear feet.

BID ITEM 0009 Drawing: none

REMOVE CONCRETE CURB & GUTTER

This Bid Item consists of removing existing integral concrete curb and gutter sections, typical for asphaltic pavements, that need to be replaced because of damage due to erosion or because of access for other work to be done. Any damage to the adjacent asphaltic pavement, vegetation, or other elements will be repaired or replaced as a part of this bid item. Disposal of the broken concrete debris is incidental and included in this item. Payment will be by linear feet.

BID ITEM 0010 Drawing: none

MISCELLANEOUS SAW CUT CONCRETE PAVEMENT

This Bid Item consists of saw cuts in existing concrete pavements for streets, driveways, walkways, and other slabs where portions need to be removed because of damage due to erosion or because of access for other work to be done. The actual demolition and removal of the concrete is included in another bid item.

Payment will be by linear feet.

BID ITEM 0011 Drawing: none

MISCELLANEOUS SAW CUT ASPHALT PAVEMENT

This Bid Item consists of sawcuts in existing asphaltic pavements for streets, driveways, walkways, and other slabs where portions need to be removed because of damage due to erosion or because of access for other work to be done. The actual demolition and removal of the asphaltic pavement is included in another bid item. Payment will be by linear feet.

BID ITEM 0012 Drawing: none REMOVE CONCRETE PAVEMENT (1-10 inches)

This Bid Item consists of removing existing concrete pavements for streets and other slabs where portions need to be removed because of damage due to erosion or because of access for other work to be done.

Disposal of the broken concrete and other debris is incidental and included in this item. Payment will be by the square yard.

BID ITEM 0013 Drawing: none REMOVE ASPHALT PAVEMENT (1-10 inches)

This Bid Item consists of removing existing asphaltic pavements for streets, driveways, walkways, and other locations where portions need to be removed because of damage due to erosion or because of access for other work to be done. Disposal of the broken asphaltic pavement and other debris is incidental and included in this item. Payment will be by the square yard.

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 4

BID ITEM 0014 Drawing: none

REMOVE CONCRETE / MASONRY STRUCTURES

This Bid Item consists of removing existing concrete structures, including but not limited to concrete swales, slope pavement, inlets, headwalls and aprons, rubble, and any other broken concrete and structures not specifically identified, but need to be removed because of damage due to erosion or because of access for other work to be done. Disposal of the broken concrete and other debris is incidental and included in this item. Payment will be by the cubic feet of concrete in place.

BID ITEM 0015 Drawing: none

PERFORM BUSH HOGGING

This Bid Item consists of mowing and clearing of brush and vegetative growth within an area of work, generally within road right-of-ways. Trees larger than 1 inch caliper will be removed under separate bid items. Also, individual trees may be selected within the area to be saved and will be protected. Payment for bush hogging will be by the acre.

BID ITEM 0016 Drawing: none

REMOVE CONCRETE SIDEWALK

This Bid Item consists of removing existing concrete sidewalks where portions need to be removed because of damage due to erosion or because of access for other work to be done. Disposal of the broken concrete and other debris is incidental and included in this item. Payment will be by the square feet.

BID ITEM 0017 Drawing: none

REMOVE CONCRETE DRIVEWAY

This Bid Item consists of removing existing concrete driveways where portions need to be removed because of damage due to erosion, grades are incorrect and causing drainage problems, or because of access for other work to be done. Disposal of the broken concrete and other debris is incidental and included in this item. Payment will be by the square feet.

BID ITEM 0018 AND 0019 Drawing: none REMOVE STORM SEWER (12-18 inches) and (24-36 inches)

These Bid Items consist of removing existing storm sewers of different sizes where portions need to be removed because of damage due to erosion, grades are incorrect and causing drainage problems, because of access for other work to be done, or because of needing replacement by larger pipes. Storm sewers to be removed may be reinforced concrete pipe or corrugated metal pipe. Disposal of the pipe and other debris is incidental and included in this item. Payment will be by the linear feet.

BID ITEM 0020 Drawing: none

REMOVE EXISTING TREE STUMP

This Bid Item consists of removal and disposal of any existing tree stump and all roots that are in the area of work. Backfilling of any holes is included in this item as incidental to this work. Payment will be by each location for any size.

BID ITEMS 0021 - 0038 Drawing: none

REMOVE TREES

These Bid Items consist of removal and disposal of various size trees within the calipers indicated.

Removal and off site disposal of each tree, stump, all roots larger than 4 inches in diameter, and backfilling

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 5 of any holes are all included in this item as incidental to this work. Payment will be by each tree within the caliper range indicated.

BID ITEMS 0039 - 0041 Drawing: none

CLEARING AND GRUBBING

These Bid Items are for three different situations; 1) burning allowed, 2) offsite removal with no burning allowed, and 3) new road construction on US Forest Service land. Cleared vegetation on US Forest Service land is to be laid outside the right of way limits as specified. Payment will be per acre.

BID ITEM 0042 Drawing: none

REMOVE SHRUB

This Bid Item consists of removal and off post disposal of any shrub as indicated on the drawings.

Payment will be for each shrub removed.

BID ITEM 0043 Drawing: none

PERFORM GENERAL SITE EXCAVATION (CUT/FILL BALANCE)

This Bid Item consists of all common site excavation that is not incidental and included in other bid items.

Excavation will be unclassified regardless of the nature of material encountered. It may include either a small amount or possibly a large amount of earth material removal. Payment will be by the cubic yard of material in place. The extent of excavation will be shown on the detailed site drawings as required for the existing conditions and proposed drainage improvements and erosion control.

BID ITEM 0044 Drawing: none

PLACE SELECT BACKFILL

This Bid Item consists of specified and approved select fill material from an offsite borrow site or pit and placed in loose lifts not to exceed 8 inches and compacted as specified. Payment will be by the cubic yard of material in place.

BID ITEM 0045

DISPOSE EXCESS EXCAVATED MATERIAL

This Bid Item consists of the offsite hauling and disposal of excess unclassified material from general site excavation projects. Payment will be by the cubic yard of material.

BID ITEM 0046 Drawing: none

DESILT EXISTING STORM SEWER STRUCTURES

This Bid Item consists of removal and disposal of silt, vegetation, and debris out of existing earthen or concrete lined drainage channel or structure. Payment will be by the square yard of material up to 6 inches deep, as determined to be present within the structure and indicated on the drawings.

BID ITEM 0047 Drawing: none

INSTALL GEOTEXTILES FOR EROSION CONTROL

This Bid Item consists of the installation of geotextiles in accordance with Technical Specification 31 32 19.16 GEOTEXTILES FOR EROSION CONTROL STRUCTURES used for separation and filter applications beneath erosion control structures, such as riprap and precast concrete block systems in open channels or other locations. Payment will be by square yard.

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 6

BID ITEM 0048 Drawing: none

INSTALL SOIL RETENTION BLANKET FOR EROSION CONTROL

This Bid Item consists of the installation of soil retention blankets in accordance with Louisiana Department of Transportation Specification Item 720. Payment will be by square yard.

BID ITEM 0049 - 0054 Drawing: none

INSTALL GEOGRID FOR SOIL STABILIZATION

This Bid Item consists of the installation of geogrids for soil stabilization purposes in conjunction with roadways and parking areas and in soft ground stabilization techniques for embankment construction in accordance with Technical Specification 31 32 19.13 GEOGRID – SOIL STABILIZATION. Payment will be by the square yard.

BID ITEM 0055 Sequence No. 1

CONSTRUCT TYPE “A” INLET

This Bid Item consists of the complete installation of a new Type A drainage inlet. It may be a new location or the replacement of an existing one. This item includes all excavation, form work, reinforcing steel, concrete, mortar fill, cast iron frame and grate, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item. There may be a need for this type of area inlet in some locations where other inlets are not appropriate or practical. The depth of each inlet may vary depending upon the size of the largest pipe.

Payment will be for each location.

BID ITEM 0056 Sequence No. 2

CONSTRUCT TYPE “B” INLET

This Bid Item consists of the complete installation of a new Type B drainage inlet. It may be a new location or the replacement of an existing one. This item includes all excavation, form work, reinforcing steel, concrete, mortar fill, cast iron frame and grate, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item, nor does it include cutting and removal of pavement and curbs for a new location. The depth of each inlet may vary depending upon the size of the largest pipe. Payment will be for each location.

BID ITEM 0057 Sequence No. 3

CONSTRUCT TYPE “BB” INLET

This Bid Item consists of the complete installation of a new Type B-B drainage inlet that is similar to the Type B, but is a double inlet and twice the size. It may be a new location or the replacement of an existing one. This item includes all excavation, form work, reinforcing steel, concrete, mortar fill, cast iron frame and grate, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item, nor does it include cutting and removal of pavement and curbs for a new location. The depth of each inlet may vary depending upon the size of the largest pipe. Payment will be for each location.

Ft Polk IDIQ, Construction Contract for Roads And Drainage FPI54

01 02 00 - 7

BID ITEMS 0058 - 0063 Sequence No. 4 and Sequence No. 5

CONSTRUCT TYPE “C-1”, “C-2”, “C-3”, “C-4”, “C-5”, “C-6” INLET

These Bid Items consist of the complete installation of new Type C-1, C-2, C-3, C-4, C-5, or C-6 drainage inlets. The variations are the size and number of openings in the curb. It may be a new location or the replacement of an existing one. The Contractor has the option of installing cast-in-place concrete or precast units. This item includes all excavation, prefabrication, form work, reinforcing steel, concrete, mortar fill, cast iron manhole frame and cover, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item, nor does it include cutting and removal of pavement and curbs for a new location. The depth of each inlet may vary depending upon the size of the largest pipe. Payment will be for each location for each type.

BID ITEM 0064 Sequence No. 6

CONSTRUCT TYPE “D” INLET

This Bid Item consists of the complete installation of a new Type D drainage inlet. It may be a new location or the replacement of an existing one. This item includes all excavation, form work, reinforcing steel, concrete, mortar fill, cast iron manhole frame and cover, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item. The depth of each inlet may vary depending upon the size of the largest pipe. Payment will be for each location.

BID ITEMS 0065 - 0067 Sequence No. 7

CONSTRUCT TYPE “A”, “B”, “C” BEEHIVE INLET

These Bid Items consist of the complete installation of a new beehive Type A, B, or C drainage inlet. The variations are the sizes of the cast iron inlet grate. It may be a new location or the replacement of an existing one. This item includes all excavation, form work, reinforcing steel, concrete, mortar fill, cast iron inlet frame and gate, specified backfill, and all other work adjacent and incidental that may not already be included in general conditions to provide for a complete and finished installation. The item does not include removal of an existing drainage inlet which is provided under another bid item, nor does it include cutting and removal of pavement and curbs for a new location.