BID TABULATION REPORT ABRAM STREET (SH CITY LIMITS) PROJECT No. PWST09016 BID OPENED : April 22, 2014 at 1:30 p.m.

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Vivien Mathews
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1 PAVING IMPROVEMENTS 101 Mobilization and Bonds, LS 1 $ 225, $ 225, $ 225, $ 225, $ 225, $ 225, $ 225, $ 225, Right-of-way Preparation LS 1 $ 365, $ 365, $ 631, $ 631, $ 304, $ 304, $ 700, $ 700, Remove Chain Link Fence LF 1,000 $ 2.00 $ 2, $ 2.25 $ 2, $ 1.60 $ 1, $ 2.00 $ 2, feet Chain Link Fence with Gate(s) LF 200 $ $ 4, $ $ 4, $ $ 3, $ $ 4, feet Chain Link Fence with Gate(s) LF 200 $ $ 4, $ $ 5, $ $ 4, $ $ 5, feet Chain Link Fence with Barbed Wire Top LF 500 $ $ 16, $ $ 14, $ $ 15, $ $ 19, New Metal Beam Guard Fence LF 134 $ $ 11, $ $ 11, $ $ 3, $ $ 13, Street Light Poles to City s Street Maintenance Facility EA 30 $ $ 18, $ $ 13, $ $ 12, $ $ 19, Concrete Curb Stops EA 47 $ $ 8, $ $ 3, $ $ 5, $ $ 4, Marquee Signs EA 7 $ 1, $ 7, $ $ 6, $ $ 4, $ 1, $ 9, Operation of Pipe Rail Fence Gates EA 5 $ $ 3, $ $ 2, $ $ 3, $ $ 4, Pipe Rail Gate at UPRR Facility EA 1 $ 2, $ 2, $ 3, $ 3, $ $ $ $ Sliding Gate at UPRR Facility EA 1 $ 1, $ 1, $ 4, $ 4, $ 1, $ 1, $ 2, $ 2, Operation of Electric Gate Opener EA 1 $ 1, $ 1, $ 3, $ 3, $ 1, $ 1, $ 1, $ 1, Concrete Traffic Barrier to TxDOT s Maintenance Facility EA 4 $ $ 3, $ 1, $ 4, $ 1, $ 4, $ $ 2, Concrete Traffic Barrier Sections at UPRR s property EA 5 $ $ 2, $ $ 2, $ $ 4, $ $ Remove Two Posts And Panel Sections LS 1 $ 1, $ 1, $ 2, $ 2, $ 2, $ 2, $ 2, $ 2, UPRR Electric Service Panel EA 1 $ 1, $ 1, $ $ $ $ $ 1, $ 1, Unclassified Roadway Excavation CY 16,908 $ $ 218, $ $ 208, $ $ 250, $ $ 371, inch Subgrade Preparation SY 43,305 $ 4.60 $ 199, $ 3.95 $ 171, $ 4.20 $ 181, $ 6.00 $ 259, Hydrated Lime (54 lbs per SY) TN 1,169 $ $ 182, $ $ 178, $ $ 181, $ $ 198, Cement Stabilized Subgrade (45 lbs per SY) TN 974 $ $ 156, $ $ 185, $ $ 114, $ $ 136, inch Reinf. Conc. Pavement with 6-inch Monolithic Curb SY 40,052 $ $ 1,712, $ $ 1,463, $ $ 2,152, $ $ 2,082, inch Reinf. Conc. Pavement with 6-inch Monolithic Curb SY 1,300 $ $ 53, $ $ 47, $ $ 77, $ $ 65, inch Reinf. Conc. Pavement with 6-inch Monolithic Curb SY 155 $ $ 5, $ $ 5, $ $ 14, $ $ 9, inch Reinf. Conc. Pavement with 6-inch Monolithic Curb SY 586 $ $ 26, $ $ 32, $ $ 43, $ $ 46, Conc. Curb and Gutter LF 300 $ $ 5, $ $ 6, $ $ 8, $ $ 9, /23/2014 Page 1 of 9

2 128 6-inch thick Conc. Treated Base (CTB SY 200 $ $ 5, $ $ 6, $ $ 4, $ $ 4, inch Reinf. Conc. Drive Approach SY 4,110 $ $ 145, $ $ 172, $ $ 190, $ $ 267, inch Reinf. Conc. Drive Approach SY 823 $ $ 38, $ $ 44, $ $ 52, $ $ 74, inch Reinf. Conc. Sidewalk Pavement SY 4,600 $ $ 142, $ $ 162, $ $ 179, $ $ 197, Reinf. Conc. Sidewalk Curb LF 750 $ 6.25 $ 4, $ $ 8, $ 3.90 $ 2, $ $ 7, Retaining Wall (7-inch to 24-inch) LF 500 $ $ 35, $ $ 27, $ $ 23, $ $ 31, Retaining Wall (25-inch to 48-inch) LF 100 $ $ 11, $ $ 7, $ $ 7, $ $ 9, inch Asphalt Parking Lot Paving SY 1,366 $ $ 47, $ $ 61, $ $ 40, $ $ 68, inch HMAC (Type D) Surface Course for Pavement SY 157 $ $ 4, $ $ 3, $ $ 2, $ $ 3, inch HMAC (Type B) Base Course for Pavement SY 157 $ $ 5, $ $ 4, $ $ 4, $ $ 5, Curb Ramp Type 1 EA 7 $ 1, $ 7, $ $ 6, $ $ 5, $ 1, $ 7, Curb Ramp Type 7 EA 8 $ 1, $ 10, $ $ 7, $ $ 5, $ 1, $ 8, Pavestone Median/Monolithic Median Nose SY 1,500 $ $ 97, $ $ 136, $ $ 131, $ $ 153, Stamped and Stained Median Pavement (Grand Prairie s Specs) SY 763 $ $ 53, $ $ 49, $ $ 57, $ $ 61, Conc. Header LF 104 $ $ 1, $ $ 1, $ 8.80 $ $ 9.00 $ Crushed Rock TN 750 $ $ 18, $ $ 15, $ $ 10, $ $ 16, inch Type B HMAC for Traffic Detours SY 3,000 $ $ 99, $ $ 150, $ $ 110, $ $ 135, Rock Cushion CY 200 $ $ 7, $ $ 6, $ 7.35 $ 1, $ $ 8, Temporary Fence LF 200 $ 8.00 $ 1, $ 5.50 $ 1, $ 7.35 $ 1, $ 9.00 $ 1, inch High Early Strength Reinf. Conc. Paving SY 100 $ $ 2, $ $ 6, $ 4.50 $ $ $ 9, Signs for Businesses EA 40 $ $ 11, $ $ 8, $ $ 7, $ $ 10, GPS Monuments EA 2 $ 1, $ 3, $ 4, $ 9, $ 3, $ 7, $ 3, $ 6, Construction contingency LS 1 $ 375, $ 375, $ 375, $ 375, $ 375, $ 375, $ 375, $ 375, inch Curb for UPRR Private Driveway Access LF 400 $ $ 6, $ $ 6, $ $ 4, $ $ 4, SUBTOTAL PAVING IMPROVEMENTS: $ 4,374, $ 4,519, $ 4,851, $ 5,665, /23/2014 Page 2 of 9

3 DRAINAGE IMPROVEMENTS 201 Detention Pond Excavation CY 20,250 $ $ 222, $ $ 248, $ $ 252, $ $ 303, Trench Safety System LF 6,027 $ 1.00 $ 6, $ 1.05 $ 6, $ 1.05 $ 6, $ 1.00 $ 6, Class A Reinf. Conc. Pilot Channel and Walls CY 128 $ $ 59, $ $ 84, $ $ 79, $ $ 66, inch Class III RCP LF 19 $ $ 1, $ $ 1, $ $ 1, $ $ 1, inch Class III RCP LF 25 $ $ 1, $ $ 2, $ $ 2, $ $ 1, inch Class III RCP LF 217 $ $ 24, $ $ 23, $ $ 22, $ $ 16, inch Class III RCP LF 263 $ $ 34, $ $ 34, $ $ 31, $ $ 25, inch Class III RCP LF 1,034 $ $ 263, $ $ 258, $ $ 236, $ $ 248, inch Class IV RCP LF 5 $ $ $ $ $ $ $ $ inch Class IV RCP LF 1,110 $ $ 99, $ $ 109, $ $ 109, $ $ 69, inch Class IV RCP LF 611 $ $ 79, $ $ 71, $ $ 68, $ $ 50, inch Class IV RCP LF 692 $ $ 93, $ $ 97, $ $ 91, $ $ 71, inch Class IV RCP LF 404 $ $ 76, $ $ 70, $ $ 63, $ $ 55, inch Class IV RCP LF 217 $ $ 53, $ $ 48, $ $ 43, $ $ 41, inch Class IV RCP LF 322 $ $ 101, $ $ 90, $ $ 81, $ $ 80, feet x 3-feet Conc. Box Culvert LF 621 $ $ 114, $ $ 127, $ $ 125, $ $ 105, feet x 3-feet Conc. Box Culvert LF 527 $ $ 144, $ $ 170, $ $ 161, $ $ 168, feet Recessed Conc. Curb Inlet, EA 3 $ 2, $ 8, $ 4, $ 13, $ 3, $ 9, $ 3, $ 11, feet Recessed Conc. Curb Inlet EA 8 $ 3, $ 28, $ 5, $ 47, $ 4, $ 37, $ 5, $ 40, feet Recessed Conc. Curb Inlet EA 10 $ 5, $ 50, $ 6, $ 67, $ 5, $ 57, $ 6, $ 60, feet x 4-feet Drop Inlet EA 1 $ 4, $ 4, $ 5, $ 5, $ 4, $ 4, $ 6, $ 6, feet x 5-feet Storm Drain Junction Box EA 3 $ 5, $ 15, $ 5, $ 15, $ 6, $ 18, $ 5, $ 16, feet x 4-feet Storm Drain Junction Box EA 3 $ 4, $ 14, $ 4, $ 13, $ 5, $ 15, $ 4, $ 12, feet x 6-feet Storm Drain Junction Box EA 2 $ 5, $ 11, $ 6, $ 12, $ 8, $ 16, $ 7, $ 14, Connect Proposed RCP to Existing RCP EA 4 $ $ 2, $ $ 3, $ 1, $ 4, $ 1, $ 4, Connect Proposed Manhole to Existing RCP EA 5 $ $ 4, $ $ 3, $ $ 2, $ $ 4, Storm Drain Manhole for 60-inch RCP EA 3 $ 19, $ 57, $ 8, $ 25, $ 7, $ 22, $ 6, $ 19, /23/2014 Page 3 of 9

4 228 TxDOT TY 1-C Manhole Top EA 2 $ 2, $ 5, $ 2, $ 5, $ 1, $ 3, $ 1, $ 3, TxDOT CI 208 (FW) Curb Inlet EA 1 $ 4, $ 4, $ 11, $ 11, $ 5, $ 5, $ 6, $ 6, Detention Pond Outlet Structure EA 1 $ 15, $ 15, $ 16, $ 16, $ 18, $ 18, $ 11, $ 11, inch Articulated Block SF 3,600 $ $ 64, $ $ 50, $ $ 68, $ $ 68, TxDOT Type F Soil Retention Blanket SY 8,960 $ 3.00 $ 26, $ 1.05 $ 9, $ 0.90 $ 8, $ 1.00 $ 8, TxDOT Type G Soil Retention Blanket SY 1,880 $ 3.50 $ 6, $ 3.90 $ 7, $ 4.65 $ 8, $ 5.00 $ 9, Bermuda Hydromulch for Detention Pond SY 14,262 $ 0.50 $ 7, $ 0.60 $ 8, $ 0.80 $ 11, $ 1.25 $ 17, feet Chain Link Fence with Barbed Wire Top LF 1,458 $ $ 30, $ $ 35, $ $ 29, $ $ 36, feet x 8-feet Chain Link Fence Gate with Barbed Wire Top EA 1 $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, $ 1, inch Type B HMAC for Temp Pavement LF 4,800 $ $ 48, $ $ 79, $ $ 226, $ $ 48, SWPPP LS 1 $ 75, $ 75, $ 75, $ 75, $ 75, $ 75, $ 75, $ 75, Grand Prairie Traffic Signal Loop Detectors LS 1 $ 3, $ 3, $ 3, $ 3, $ 10, $ 10, $ 3, $ 3, Deleted per Addendum # GPS Data on New Stormwater Attributes LS 1 $ 2, $ 2, $ 4, $ 4, $ 5, $ 5, $ 3, $ 3, SUBTOTAL DRAINAGE IMPROVEMENTS: $ 1,864, $ 1,961, $ 2,041, $ 1,794, ILLUMINATION, SIGNALS & COMMUNICATION feet Single Arm Street Light (LED) EA 2 $ 3, $ 7, $ 3, $ 6, $ 3, $ 6, $ 4, $ 9, feet Twin Arm Street Light (LED) EA 23 $ 5, $ 120, $ 4, $ 98, $ 4, $ 92, $ 6, $ 154, Street Light Pole Foundation (Arlington s Standard) EA 25 $ 1, $ 25, $ $ 20, $ $ 19, $ 1, $ 32, Street Light Pole Foundation (Oncor s Standard) EA 10 $ 1, $ 11, $ $ 8, $ $ 8, $ 1, $ 15, Illumination Pull Box (Arlington s Standard EA 9 $ $ 7, $ $ 4, $ $ 4, $ 1, $ 9, Illumination Pull Box (Oncor s Standard) EA 2 $ $ 1, $ $ 1, $ $ 1, $ 1, $ 2, Electrical Service Points EA 3 $ 1, $ 3, $ $ 2, $ $ 2, $ 1, $ 4, Amp (dual) Pole Mounted Streetlight Controller EA 3 $ 2, $ 6, $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, inch PVC SCH 40 Conduit by Open Cut LF 5,721 $ 6.75 $ 38, $ 4.51 $ 25, $ 4.30 $ 24, $ 8.50 $ 48, inch PVC SCH 40 Conduit by Bore LF 330 $ $ 5, $ $ 4, $ $ 4, $ $ 7, /23/2014 Page 4 of 9

5 311 3 Conductor, #2 AWG Wire LF 4,621 $ 6.75 $ 31, $ 7.26 $ 33, $ 6.95 $ 32, $ 8.50 $ 39, #6-inch AWG Bare (ground) Conductor LF 4,621 $ 1.15 $ 5, $ 1.10 $ 5, $ 1.05 $ 4, $ 1.50 $ 6, ½-inch HDPE Purple Conduit (Communication) LF 5,200 $ 6.75 $ 35, $ 4.29 $ 22, $ 4.10 $ 21, $ 8.50 $ 44, Amp (dual) Pole Mounted Streetlight Controller EA 3 $ 2, $ 6, $ 1, $ 3, $ 1, $ 3, $ 1, $ 4, Signalization Pull Box EA 6 $ $ 4, $ $ 3, $ $ 3, $ 1, $ 6, inch PVC SCH 40 Conduit (Signals) LF 152 $ $ 2, $ 9.50 $ 1, $ 8.95 $ 1, $ $ 3, ½-inch HDPE purple conduit (Communication) by other than open cut LF 200 $ $ 7, $ $ 2, $ $ 2, $ $ 4, SUBTOTAL ILLUMINATION, SIGNALS & COMMUNICATION IMPROVEMENTS: $ 320, $ 250, $ 235, $ 394, PAVEMENT MARKINGS inch Type II - CR Pavement Markers EA 402 $ 3.50 $ 1, $ 3.25 $ 1, $ 3.40 $ 1, $ 4.00 $ 1, inch Reflectorized White Thermoplastic Lane Stripe LF 4,017 $ 1.50 $ 6, $ 1.25 $ 5, $ 1.00 $ 4, $ 1.50 $ 6, inch Reflectorized White Thermoplastic solid stripe LF 1,985 $ 2.00 $ 3, $ 1.65 $ 3, $ 1.90 $ 3, $ 2.00 $ 3, inch Reflectorized White Thermoplastic Solid Stripe LF 198 $ 4.00 $ $ 3.85 $ $ 3.15 $ $ 4.00 $ inch Reflectorized White Thermoplastic Solid Stripe LF 50 $ $ $ 6.60 $ $ 6.30 $ $ 7.50 $ Reflectorized Thermoplastic Markings (Turn Arrows) EA 34 $ $ 5, $ $ 4, $ $ 3, $ $ 5, Reflectorized Thermoplastic Markings, (Words) EA 5 $ $ $ $ $ $ $ $ SUBTOTAL PAVEMENT MARKINGS: $ 18, $ 16, $ 13, $ 19, LANDSCAPING & IRRIGATION 501 Tree Protection LS 1 $ 8, $ 8, $ 5, $ 5, $ 5, $ 5, $ 2, $ 2, Hybrid Buffalo Sod SY 9,820 $ 5.40 $ 53, $ 6.00 $ 58, $ 4.65 $ 45, $ 5.00 $ 49, inch Topsoil and Hydromulch SY 9,820 $ 2.25 $ 22, $ 3.10 $ 30, $ $ 5, $ 5.00 $ 49, Saint Augustine Block Sod SY 1,000 $ 3.75 $ 3, $ 5.25 $ 5, $ 3.85 $ 3, $ 5.00 $ 5, Bermuda Block Sod SY 1,000 $ 3.20 $ 3, $ 3.70 $ 3, $ 3.35 $ 3, $ 4.00 $ 4, /23/2014 Page 5 of 9

6 506 4-inch Topsoil and Buffalo Grass Hydromulch SY 3,000 $ 4.50 $ 13, $ 3.10 $ 9, $ $ 30, $ 5.00 $ 15, Bosque Elm Tree EA 8 $ $ 4, $ $ 5, $ $ 3, $ $ 4, Chitalpa Tree EA 21 $ $ 11, $ $ 6, $ $ 10, $ $ 13, Vitex EA 3 $ $ 1, $ $ $ $ 1, $ $ 1, Desert Willow EA 4 $ $ 2, $ $ 1, $ $ 2, $ $ 2, Texas Ash EA 3 $ $ 1, $ $ 1, $ $ 1, $ $ 1, Red Oak EA 3 $ $ 1, $ $ 2, $ $ 1, $ $ 1, Irrigation System LS 1 $ 27, $ 27, $ 19, $ 19, $ 25, $ 25, $ 56, $ 56, SUBTOTAL LANDSCAPING & IRRIGATION: $ 153, $ 150, $ 140, $ 206, WATER IMPROVEMENTS inch Ductile Iron Pressure Class 250 Water Pipe LF 800 $ $ 104, $ $ 96, $ $ 82, $ $ 92, inch PVC C900 Water Pipe LF 4,920 $ $ 457, $ $ 386, $ $ 378, $ $ 334, inch PVC C900 Water Pipe LF 1,490 $ $ 119, $ $ 95, $ $ 91, $ $ 74, inch Ductile Iron Pressure Class 350 Water Pipe LF 50 $ $ 4, $ $ 4, $ $ 3, $ $ 3, inch PVC C900 Water Pipe LF 250 $ $ 18, $ $ 15, $ $ 15, $ $ 18, inch Resilient Wedge Gate Valve with Spur Gear and Valve Box EA 2 $ 8, $ 17, $ 9, $ 19, $ 10, $ 21, $ 9, $ 18, inch Gate Valve and Valve Box EA 9 $ 2, $ 23, $ 2, $ 26, $ 3, $ 28, $ 2, $ 23, inch Gate Valve and Valve Box EA 7 $ 1, $ 9, $ 1, $ 10, $ 1, $ 11, $ 1, $ 9, inch Gate Valve and Valve Box EA 15 $ 1, $ 18, $ 1, $ 15, $ 1, $ 15, $ 1, $ 15, inch Direct Bury Detector Check Assembly and Meter Box EA 1 $ 3, $ 3, $ 8, $ 8, $ 4, $ 4, $ 11, $ 11, Standard (Lead Free) Fire Hydrant Assembly EA 14 $ 2, $ 40, $ 3, $ 50, $ 3, $ 44, $ 2, $ 40, Remove and Salvage Existing Fire Hydrant EA 13 $ $ 5, $ $ 3, $ $ 10, $ $ 6, inch Air Release Valve and Valve Vault EA 1 $ 5, $ 5, $ 5, $ 5, $ 5, $ 5, $ 5, $ 5, inch Polyethylene Pipe Water Service EA 11 $ 1, $ 12, $ 2, $ 29, $ 1, $ 17, $ 2, $ 24, inch Water Service EA 24 $ $ 17, $ 1, $ 26, $ 1, $ 25, $ 1, $ 28, Replace Exist. Meter Box, including detaching AMI Antenna EA 35 $ $ 5, $ $ 15, $ $ 9, $ $ 15, /23/2014 Page 6 of 9

7 617 Bore and Pressure Grout 6-inch, 8-inch, or 12-inch Water Pipe LF 100 $ $ 10, $ $ 10, $ $ 15, $ $ 22, Connect Exist. 16-inch Water Pipe, Gate Valve, Tee or Cross EA 2 $ 3, $ 6, $ 4, $ 9, $ 2, $ 5, $ 3, $ 6, Connect Exist. 12-inch Water Pipe, Gate Valve, Tee or Cross EA 1 $ 2, $ 2, $ 4, $ 4, $ 2, $ 2, $ 2, $ 2, Connect Exist. 10-inch Water Pipe, Gate Valve, Tee or Cross EA 4 $ 1, $ 7, $ 3, $ 14, $ 2, $ 8, $ 2, $ 10, Connect Exist. 8-inch Water Pipe, Gate Valve, Tee or Cross EA 2 $ 1, $ 2, $ 2, $ 5, $ 1, $ 3, $ 2, $ 4, Connect Exist. 6-inch Water Pipe, Gate Valve, Tee or Cross EA 1 $ 1, $ 1, $ 2, $ 2, $ 1, $ 1, $ 2, $ 2, inch Conc. Pavement Repair with 2-inch HMAC Type D SY 20 $ $ 2, $ $ 2, $ $ 3, $ $ 3, Temporary HMAC Trench Repair LF 7,860 $ 5.00 $ 39, $ $ 133, $ $ 206, $ 6.00 $ 47, Rock Cushion CY 100 $ $ 4, $ $ 2, $ $ 4, $ $ 3, Trench Safety Protection LF 7,860 $ 1.00 $ 7, $ 0.05 $ $ 1.05 $ 8, $ 1.00 $ 7, Conc. Encase Water Line LF 30 $ $ 1, $ $ 2, $ $ 3, $ $ 1, Construction Contingency, LS 1 $ 100, $ 100, $ 100, $ 100, $ 100, $ 100, $ 100, $ 100, GPS Data on New Water and Sanitary Sewer attributes LS 1 $ 5, $ 5, $ 4, $ 4, $ 5, $ 5, $ 3, $ 3, Cut and Plug Existing Water Line EA 10 $ $ 8, $ $ 3, $ $ 4, $ 1, $ 15, SUBTOTAL WATER IMPROVEMENTS: $ 1,058, $ 1,103, $ 1,136, $ 951, SANITARY SEWER IMPROVEMENTS inch SDR-26 PVC Sanitary Sewer Pipe LF 2,860 $ $ 291, $ $ 334, $ $ 201, $ $ 183, inch SDR-26 PVC Sanitary Sewer Pipe LF 1,940 $ $ 174, $ $ 194, $ $ 106, $ $ 97, inch PVC Sanitary Sewer Service EA 32 $ 1, $ 44, $ 2, $ 92, $ 1, $ 58, $ 1, $ 41, inch Ductile Iron Sanitary Sewer Service EA 4 $ 2, $ 11, $ 4, $ 18, $ 2, $ 8, $ 3, $ 12, inch Sanitary Sewer Service by Bore LF 200 $ $ 22, $ $ 15, $ $ 21, $ $ 19, feet Diameter Manhole (0-feet to 6-feet depth) EA 4 $ 3, $ 13, $ 3, $ 12, $ 3, $ 12, $ 2, $ 11, Extra Depth to 4-feet Diameter Manhole VF 4.5 $ $ $ $ $ $ $ $ 1, feet Diameter Manhole (0-feet to 6-feet depth) EA 10 $ 4, $ 46, $ 5, $ 59, $ 3, $ 36, $ 4, $ 42, Extra Depth to 5-feet Diameter Manhole VF 72 $ $ 36, $ $ 15, $ $ 18, $ $ 23, Remove and Dispose of Existing Manhole EA 10 $ $ 4, $ $ 5, $ 1, $ 15, $ $ 9, /23/2014 Page 7 of 9

8 711 Conc. Encase Sanitary Sewer Line LF 50 $ $ 1, $ $ 4, $ $ 5, $ $ 4, Temporary HMAC Trench Repair LF 6,190 $ 5.00 $ 30, $ $ 105, $ $ 162, $ 8.00 $ 49, Rock Cushion CY 100 $ $ 3, $ $ 2, $ $ 4, $ $ 3, Trench Safety Protection LF 6,190 $ 1.00 $ 6, $ 1.05 $ 6, $ 2.10 $ 12, $ 1.00 $ 6, SUBTOTAL SANITARY SEWER IMPROVEMENTS: $ 686, $ 866, $ 665, $ 503, ALTERNATE A 199A Green Cement LS 1 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 0.50 $ 0.50 SUBTOTAL ALTERNATE A: $ 1.00 $ 1.00 $ 1.00 $ 0.50 ALTERNATE B 199B Relocate Existing City of Grand Prairie Fire Hydrant EA 2 $ 2, $ 4, $ 4, $ 9, $ 1, $ 3, $ 1, $ 2, SUBTOTAL ALTERNATE B: $ 4, $ 9, $ 3, $ 2, /23/2014 Page 8 of 9

9 SUBTOTAL PAVING IMPROVEMENTS: SUBTOTAL DRAINAGE IMPROVEMENTS: SUBTOTAL ILLUMINATION, SIGNALS & COMMUNICATION IMPROVEMENTS: SUBTOTAL PAVEMENT MARKINGS: SUBTOTAL LANDSCAPING & IRRIGATION: SUBTOTAL WATER IMPROVEMENTS: SUBTOTAL SANITARY SEWER IMPROVEMENTS: TOTAL BASE BID AMOUNT $ 4,374, $ 4,519, $ 4,851, $ 5,665, $ 1,864, $ 1,961, $ 2,041, $ 1,794, $ 320, $ 250, $ 235, $ 394, $ 18, $ 16, $ 13, $ 19, $ 153, $ 150, $ 140, $ 206, $ 1,058, $ 1,103, $ 1,136, $ 951, $ 686, $ 866, $ 665, $ 503, $ 8,476, $ 8,869, $ 9,085, $ 9,535, TOTAL BASE BID + ALTERNATE A $ 8,476, $ 8,869, $ 9,085, $ 9,535, TOTAL BASE BID + ALTERNATE B $ 8,481, $ 8,878, $ 9,088, $ 9,538, TOTAL BASE BID + ALTERNATES A + B $ 8,481, $ 8,878, $ 9,088, $ 9,538, /23/2014 Page 9 of 9

Rock Chalk Park - Infrastructure Report. July 2013

Rock Chalk Park - Infrastructure Report. July 2013 Rock Chalk Park Infrastructure Report July 2013 The following report is the first monthly report for the construction of infrastructure at Rock Chalk Park. The format follows the sections outlined in the