Common use of BASIS OF BID Clause in Contracts

BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): BID SCHEDULE (Unit Price Bid) Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price 1 Mobilization and Bonding LS 1 3 Remove Existing Sidewalk SY 1800 4 Unclassified Excavation and Haul CY 11840 5 Hot Bituminous Pavement (Grading SX) TON 2840 6 6” CDOT Class 5 Aggregate Base Course TON 4616 7 Imported Pit Run TON 16050 8 Geotextile Fabric SY 12000 9 Tensar TX Geogrid (as needed) SY 100 10 Pipe Bedding (If needed) TON 1360 11 Trench Stabilization – (as needed) LF 100 12 Installation -4” diameter Communication Conduit and pull boxes LF 3740 13 6” Thick Concrete Pan/Pavement SY 715 14 4” Thick Concrete Sidewalk SY 1640 15 6” Curb and 1.5’ Gutter LF 3610 16 8” Diameter SDR 35 Storm Drain Pipe LF 710 17 12” Diameter SDR 35 Storm Drain Pipe LF 80 18 16” Diameter SDR 35 Storm Drain Pipe LF 400 19 18” Diameter SDR 35 Storm Drain Pipe LF 2352 20 21” Diameter SDR 35 Storm Drain Pipe LF 125 21 Storm Drain Inlets EA 21 Continued on page 4 Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price Continued from page 3 22 4’ x 4’ Storm Drain Manholes EA 4 23 5’ x 5’ Storm Drain Manholes EA 3 24 4’ Dia. Sewer Manholes EA 7 25 Adjust Manhole Rims and Valves LS 1 26 ADA Curb Ramps Type 1B EA 4 27 ADA Curb Ramps Type 1B-Modified EA 12 28 ADA Curb Ramps Type 2B EA 2 29 6” Diameter C—900 PVC Water Main Pipe LF 55 30 10” Dia SDR 35 PVC Sewer Pipe LF 125 31 8” Diameter SDR 35 PVC Sewer Pipe LF 390 32 6” Diameter SDR 35 PVC Sewer Pipe LF 1570 33 Relocate Fire Hydrant EA 4 34 Crushed Rock TON 240 35 Dewatering LF 1570 36 Signing & Striping LS 1 37 Traffic Control LS 1

BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): UNIT PRICE BID SCHEDULE (Unit Price Bid) Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price 1 Mobilization and Bonding LS 1 3 Remove Existing Sidewalk SY 1800 4 Unclassified Excavation and Haul CY 11840 5 Hot Bituminous Pavement 1a 2" Low Pressure Sewer Main, HDPE DR11, Open-Cut (Grading SX) TON 2840 6 6” CDOT Class 5 Aggregate Base Course TON 4616 7 Imported Pit Run TON 16050 8 Geotextile Fabric SY 12000 9 Tensar TX Geogrid (as needed) SY 100 10 Pipe Bedding (If needed) TON 1360 11 Trench Stabilization – (as neededUndistributed) LF 100 12 Installation -4” diameter Communication Conduit and pull boxes $ $ 1b 3" Low Pressure Sewer Main, HDPE DR11, Open-Cut (Undistributed) LF 3740 13 6” Thick Concrete Pan/Pavement SY 715 14 100 $ $ 1c 4” Thick Concrete Sidewalk SY 1640 15 6Low Pressure Sewer Main, HDPE DR 11, Open –Cut (Undistributed) LF 100 $ $ 2a 2" Low Pressure Sewer Main, HDPE DR11, HDD LF 5,958 $ $ 2b 3" Low Pressure Sewer Main, HDPE DR 11, HDD LF 5,389 $ $ 2c 4” Curb Low Pressure Sewer Main, HDPE DR11, HDD LF 3,806 $ $ 2d 2" Low Pressure Sewer Main, HDPE DR11 w/ 8" HDPE DR 11 Casing, HDD LF 185 $ $ 2e 3" Low Pressure Sewer Main, HDPE DR11 w/ 8" HDPE DR 11 Casing, HDD LF 155 $ $ 3 1 ½" Service Lateral, HDPE DR 11, Open-Cut (Undistributed) LF 200 $ $ 4 1 ½", 2 ½” Service Lateral, HDPE DR 11, HDD LF 12,063 $ $ 5 Service Lateral Connection to Low Pressure Sewer Main EA 83 $ $ 6 1 ½", 2 ½" Service Lateral Assembly EA 83 $ $ 7a Terminal and 1.5’ Gutter LF 3610 16 8” Diameter SDR 35 Storm Drain Pipe LF 710 17 12” Diameter SDR 35 Storm Drain Pipe LF 80 18 16” Diameter SDR 35 Storm Drain Pipe LF 400 19 18” Diameter SDR 35 Storm Drain Pipe LF 2352 20 21” Diameter SDR 35 Storm Drain Pipe LF 125 21 Storm Drain Inlets Inline Flushing Cleanout Structure EA 21 Continued on page 4 11 $ $ 7b Inline Flushing Cleanout/Air Release Valve Combination Structure EA 7 $ $ 7c Terminal Flushing Cleanout/Air Release Valve Combination Structure EA 1 $ $ 8a Simplex Grinder Pump Station (10' Deep) EA 82 $ $ Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price Continued from page 3 22 4’ x 4’ Storm Drain Manholes 8b Duplex Grinder Pump Station (10' Deep) EA 4 23 5’ x 5’ Storm Drain Manholes 1 $ $ 9 Backwater Check Valve EA 3 24 4’ Dia. 83 $ $ 10 Low Pressure Sewer Manholes EA 7 25 Adjust Manhole Rims and Valves Main Connection to Existing LS 1 26 ADA Curb Ramps Type 1B $ $ Manhole 00x Xxxxxx Repair, Major Roads, Concrete (Undistributed) SY 15 $ $ 00x Xxxxxx Repair, Major Roads, Asphalt (Undistributed) SY 25 $ $ 00x Xxxxxx Repair, Local Roads (Undistributed) SY 6 $ $ 00x Xxxxx Xxxxxxxx Repair (Undistributed) SY 10 $ $ 11e Asphalt Driveway Repair (Undistributed) SY 10 $ $ 11f Concrete Driveway Repair (Undistributed) SY 10 $ $ 12a Tree Removal, Less than 12" Diameter (Undistributed) EA 4 27 ADA Curb Ramps Type 1B-Modified 5 $ $ 12b Tree Removal, 12" to 24" Diameter (Undistributed EA 12 28 ADA Curb Ramps Type 2B 1 $ $ 12c Tree Removal, Greater than 24" Diameter (Undistributed) EA 2 29 6” Diameter C—900 PVC Water Main Pipe LF 55 30 10” Dia SDR 35 PVC Sewer Pipe LF 125 31 8” Diameter SDR 35 PVC Sewer Pipe LF 390 32 6” Diameter SDR 35 PVC Sewer Pipe LF 1570 33 Relocate Fire Hydrant EA 4 34 Crushed Rock TON 240 35 Dewatering LF 1570 36 Signing & Striping $ $ 13 Maintenance of Traffic (3%) LS 1 37 Traffic $ $ 14 Erosion and Sediment Control (2%) LS 11 $ $ 15 Final Clean-up and Restoration (3%) LS 1 $ $ 16 Mobilization, Demobilization, Bonds, and Insurance LS 1 $ $ 17 Xxxxx County Highway LS 1 $_TBD $_TBD 18 Department Permit Fee Fort Xxxxx Inspection Fees LS 1 $_TBD $_TBD 19 INDOT Performance Xxxx XX 1 $ $ TBD = TO BE DETERMINED – AMOUNTS TO BE ISSUED VIA ADDENDUM TOTAL UNIT PRICE BID (in figures) $ TOTAL UNIT PRICE BID (in words) Dollars Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): BID SCHEDULE (Unit Price Bid) Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price 1 Mobilization and Bonding LS 1 2 Remove Existing Curb and Gutter LF 1538 3 Remove Existing Sidewalk SY 1800 1681 4 Mill Existing Asphalt, incorporate into subgrade SY 3755 5 Unclassified Excavation and Haul CY 11840 5 Hot Bituminous Pavement (Grading SX) TON 2840 4950 6 6” CDOT Class 5 Aggregate Base Course TON 4616 7 Imported Pit Run TON 16050 8 Geotextile Fabric SY 12000 9 4300 7 Tensar TX Geogrid (as needed) SY 100 10 1 8 Pipe Bedding (If needed) TON 1360 11 270 9 Trench Stabilization – (as needed) LF 100 12 1 10 Installation -4-2” diameter Communication Conduit and pull boxes LF 3740 13 1800 11 8” Thick Concrete Pavement SY 193 12 6” Thick Concrete Pan/Pavement SY 715 14 150 13 4” Thick Concrete Sidewalk SY 1640 15 1400 14 6” Curb and 1.5’ Gutter LF 3610 16 81751 15 24” Diameter SDR 35 ADS N-12 Storm Drain Pipe LF 710 465 16 10” Diameter ADS N-12 Storm Drain Pipe LF 178 17 12” Diameter SDR 35 Storm Drain C-900 PVC Pressure Pipe LF 80 170 18 16” Diameter SDR 35 Storm Drain Pipe LF 400 19 18” Diameter SDR 35 Storm Drain Pipe LF 2352 20 21” Diameter SDR 35 Storm Drain Pipe LF 125 21 Storm Drain Inlets EA 7 19 4’ x 4’ Storm Drain Manholes EA 1 20 6’ x 4’ Storm Drain Manholes EA 1 21 Adjust Manhole Rims and Valves LS 1 Continued on page 4 Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price Continued from page 3 22 4’ x 4’ Storm Drain Manholes EA 4 23 5’ x 5’ Storm Drain Manholes EA 3 24 4’ Dia. Sewer Manholes EA 7 25 Adjust Manhole Rims and Valves LS 1 26 ADA Curb Ramps Type 1B EA 4 27 ADA Curb Ramps Type 1B-Modified EA 12 28 ADA Curb Ramps Type 2B EA 2 29 6” Diameter C—900 PVC Water Main Pipe LF 55 30 10310 24 8” Dia SDR 35 Diameter C-900 PVC Sewer Water Main Pipe LF 125 31 855 25 Lower Water Main EA 5 26 10” Diameter SDR 35 PVC Sewer Pipe LF 390 32 6” Diameter SDR 35 PVC Sewer Pipe 65 27 Dewatering (includes Storm Drain and Force Main LF 1570 33 Relocate Fire Hydrant EA 4 34 Crushed Rock TON 240 35 Dewatering LF 1570 36 635 28 Signing & Striping LS 1 37 29 Traffic Control LS 1 BID ONE OF THE FOLLOWING ALTERNATIVES Alternative 1 – Asphalt Pavement A1-1 Imported Pit Run TON 7100 A1-2 6” CDOT Class 5 Aggregate Base Course TON 1070 A1-3 Hot Bituminous Pavement – Grading S TON 726 Alternative 2 – Concrete Pavement A2- 1 Imported Pit Run TON 5690 A2- 2 6” CDOT Class 5 Aggregate Base Course TON 1070 Total of All Unit Price Bid Items $ Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents. TOTAL BID PRICE $ (written in words)

BASIS OF BID. 5.01 3.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): BID SCHEDULE (Unit Price Bid) Item No. Description Unit Estimated Quantity Bid Unit Price Bid Price 1 Mobilization and Bonding A MOBILIZATION A1 MOBILIZATION COSTS LS 1 3 Remove Existing Sidewalk SY 1800 4 Unclassified Excavation and Haul CY 11840 5 Hot Bituminous Pavement (Grading SX) TON 2840 6 B FURNISH/INSTALL NEW WATERLINE B1 FURNISH NEW 24” WATERLINE LF 4,756 B2 FURNISH NEW 6” CDOT Class 5 Aggregate Base Course TON 4616 7 Imported Pit Run TON 16050 WATER MAIN LF 80 C FURNISH/INSTALL NEW GATE VALVES C1 FURNISH NEW 24” GATE VALVE EA 8 Geotextile Fabric SY 12000 9 Tensar TX Geogrid (as needed) SY 100 10 Pipe Bedding (If needed) TON 1360 11 Trench Stabilization – (as needed) LF 100 12 Installation -4” diameter Communication Conduit and pull boxes LF 3740 13 C2 FURNISH NEW 6” Thick Concrete PanGATE VALVE EA 6 D FURNISH/Pavement SY 715 14 4INSTALL TEES\ELBOWS D1 FURNISH 24”X24” Thick Concrete Sidewalk SY 1640 15 6TEE EA 2 D2 FURNISH 24”X6” Curb and 1.5’ Gutter LF 3610 16 8TEE EA 6 D3 FURNISH 24” Diameter SDR 35 Storm Drain Pipe LF 710 17 1245 DEG ELBOW EA 5 E ADDITIONAL FITTINGS E1 ADDITIONAL FITTINGS NEEDED FOR A COMPLETE INSTALLATION LS 1 F 24” Diameter SDR 35 Storm Drain Pipe LF 80 18 16” Diameter SDR 35 Storm Drain Pipe LF 400 19 18” Diameter SDR 35 Storm Drain Pipe LF 2352 20 21” Diameter SDR 35 Storm Drain Pipe LF 125 21 Storm Drain Inlets TIE-IN TO EXISTING WATERLINE F1 WATERLINE TIE IN (2 PLACES) LS 1 G FURNISH AND INSTALL FIRE HYDRANTS G1 FURNISH/INSTALL NEW FIRE HYDRANT ASSEMBS EA 21 Continued on page 4 Item No. Description Unit Estimated Quantity Bid Unit Price 6 H CLEARING AND GRUBBING H1 CLEARING AND GRUBBING OF NEW WATER LINE EASEMENTS LS 1 I SEDIMENTATION AND EROSION CONTROL I1 FURNISH, INSTALL, MAINTAIN, AND REMOVE ALL E&S CONTROL MEASURES LS 1 I2 LOADING, TRANSPORT, GRADING, AND STABILIATION OF AND DISPOSED MATERIALS LS 1 J LANDSCAPING, XXXXXXX AND STRAW COVER J1 TEMPORARY SEEDING AND STRAW COVER LS 1 J2 PERMANENT SEEDING AND STRAW COVER LS 1 K SELECT BACKFILL K1 SELECT BACKFILL LS 1 L LOCATION OF EXISTING UTILITIES L1 LOCATION OF EXITING UTILITIES LS 1 L2 CONSTRUCTION LAYOUT AND AS BUILT SURVEY LS 1 M MAINTENANCE OF TRAFFIC M1 TRAFFIC CONTROL, SIGNAGE, DETOURS LS 1 N TESTING AND SANITIZING N1 TESTING AND SANITIZING LS 1 O PAYMENT AND PERFORMANCE BOND O1 PAYMENT AND PERFORMANCE BOND (100% OF CONTRACT VALUE) LS 1 SUBTOTAL #1 P ALLOWANCE ITEMS P1 TRENCH ROCK AND\OR MECHINCAL REMOVAL – ALLOWANCE \ UNIT PRICE CY 100 P2 CONTINGENCY ALLOWANCE (15% SUBTOTAL #1) LS 1 SUBTOTAL #2 (SUBTOTAL #1 + ALLOWANCE) Expected project schedule - Start: End: Total Bid Price Continued from page 3 22 4’ x 4’ Storm Drain Manholes EA 4 23 5’ x 5’ Storm Drain Manholes EA 3 24 4’ Dia(Items A-O) The TOTAL BID PRICE for completing all work included in the Contract shall be as follows (enter amount of Bid as shown above in words and numerals): Dollars and Cents ($ ). Sewer Manholes EA 7 25 Adjust Manhole Rims and Valves LS 1 26 ADA Curb Ramps Type 1B EA 4 27 ADA Curb Ramps Type 1B-Modified EA 12 28 ADA Curb Ramps Type 2B EA 2 29 6” Diameter C—900 PVC Water Main Pipe LF 55 30 10” Dia SDR 35 PVC Sewer Pipe LF 125 31 8” Diameter SDR 35 PVC Sewer Pipe LF 390 32 6” Diameter SDR 35 PVC Sewer Pipe LF 1570 33 Relocate Fire Hydrant EA 4 34 Crushed Rock TON 240 35 Dewatering LF 1570 36 Signing & Striping LS 1 37 Traffic Control LS 1CONTRACTOR: