BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): For all Work, complete, as specified and / or shown on Contract Documents, the sum of: For all Work, complete, as specified and / or shown on Contract Documents, the sum of: All dollar amounts presented in this BID FORM shall remain firm for the duration of the Project.
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the price(s) shown on the attached bid sheet. (Engineer will determine and select the method below and insert bid schedule after this page, numbering it 3a, 3b, 3c…….): □ Lump Sum bid sheet is attached. □ Unit price bid sheet is attached and the following applies:
A. 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. Bidder will furnish the Goods and Special Services in accordance with the Purchase Order Agreement Documents for the prices shown in the attached Exhibit A:
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):
BASIS OF BID. The following is an estimate only of the work involved in the contract and the Owner does not guarantee any such quantities. The Owner reserves the right to eliminate from and add to the quantities without any adjustment in unit prices. Items called out on the plans, but not separately listed as a bid item shall be considered incidental work and no additional payment shall be made. The bidder proposes to perform all the work described in the contact documents for the following unit prices or lump sum.
1 Mobilization and Bonding LS 1 2 Unclassified Excavation and Haul (5315 +/- CY) LS 1 3 Mirifi 1100N Non-Woven Geotextile Fabric (install) SY 10425 3A Mirifi 1100N Non-Woven Geotextile Fabric (Deliver to City only) SY 845 5 Tensar TX 160 Geo-Grid SY 55 6 Base Course (Install) TON 1480 6A Base Course (stockpile only) TON 775 7 Top Soil (Stockpile only) CY 3290 8 Crusher Fines CY 105 9 CDOT Class B Filter Material TON 310 10 Trail Edging (10’ Sticks) EA 313 11 5’ Wide x 4” Thick Concrete Walk LF 76 12 ADA Access Ramp Type 2B EA 1 13 6” Diameter Sewer Service LF 185 14 2” Diameter Water Service LF 220 15 12” Diameter Perforated ADS N-12 Storm Drain Pipe LF 935 16 Dewatering DAY 30 17 Storm Drain Manhole (MH#2-MH#5) EA 4 18 Storm Drain Manhole (#1 Special) LS 1 19 Storm Drain Inlet EA 1 20 Sediment Control Structure EA 4 21 Basketball Court (5”x90’x56’) LS 1 22 Public Restroom Building LS 1 23 Boulders and Large Landscape Rock TON 30 24 C900 PVC Pipe LF 145 00 Xxxxx Xxx. Storm Drain Crossing LS 1 26 Lower Existing Water Main EA 2 TOTAL BID PRICE $ 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.
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): Plans and Specifications Provided 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.
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): DESCRIPTION Total Price Total of all unit prices as listed in the PennBID Bid Form ($ ) Allowance ($700,000) ($ ) Figures 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.
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following Lump Sum and Unit Price(s): SCHEDULE OF PRICES Estimated Bid Unit
1 Bonds and Insurance LS 1 2 Mobilization and Demobilization LS 1 3 Testing Allowance LS 1 $10,000 $10,000 4 Erosion and Sediment Control, including all silt sock and concrete washouts. LS 1 8 Erosion Control Blankets SF 390 9 Tree Protection Fence LF 50 10 Removal of Existing Trail Path SY 899 11 Removal of Concrete Pads, including benches and tables to be returned to owner. EA 6 12 Site Grading SY 4333 13 Asphalt Trail SY 827 14 ADA Accessible Bench, including concrete pad. EA 5 15 ADA Accessible Table, including concrete pad. EA 4 16 Allowance for Miscellaneous work ordered by the Owner and/or Engineer LS 1 $15,000 $15,000 Total of All Lump Sum and Unit Price Items 1 through 16 equals the Total Bid Price $ The Contract will be awarded to the responsive Bidder with the lowest Total Bid Price of all Lump Sum and 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. The use of the word “complete” or “in place” in the Schedule of Prices shall be understood to mean the item of Work includes all labor, materials, tools, equipment, excavation (regardless of material encountered), backfill, restoration, reseeding and incidental work necessary to complete the item. All specified cash allowances are included in the price(s) set forth above, and have been computed in accordance with Paragraph 13.02 of the General Conditions.
BASIS OF BID. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): 1 Demo existing water pump station and remove existing 4” and 8” water lines as shown on the plans 2 Construct, install, test, and place into operation new water pump station, complete lump sum bid 3 Erosion Control 4 Electrical Service Allowance $5,000.00 5 Miscellaneous Contingency Allowance $30,000.00 8 D.I. Fittings LBS 700 20 Crushed Stone Placed as Directed by the Owner TONS 15 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.
BASIS OF BID. 3.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): A1 MOBILIZATION COSTS LS 1 B1 FURNISH NEW 24” WATERLINE LF 4,756 B2 FURNISH NEW 6” WATER MAIN LF 80 C FURNISH/INSTALL NEW GATE VALVES C1 FURNISH NEW 24” GATE VALVE EA 8 C2 FURNISH NEW 6” GATE VALVE EA 6 D1 FURNISH 24”X24” TEE EA 2 D2 FURNISH 24”X6” TEE EA 6 D3 FURNISH 24” 45 DEG ELBOW EA 5 E ADDITIONAL FITTINGS E1 ADDITIONAL FITTINGS NEEDED FOR A COMPLETE INSTALLATION LS 1 F1 WATERLINE TIE IN (2 PLACES) LS 1 G1 FURNISH/INSTALL NEW FIRE HYDRANT ASSEMBS EA 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 J1 TEMPORARY SEEDING AND STRAW COVER LS 1 J2 PERMANENT SEEDING AND STRAW COVER LS 1 K1 SELECT BACKFILL LS 1 L1 LOCATION OF EXITING UTILITIES LS 1 L2 CONSTRUCTION LAYOUT AND AS BUILT SURVEY LS 1 M1 TRAFFIC CONTROL, SIGNAGE, DETOURS LS 1 N1 TESTING AND SANITIZING LS 1 O PAYMENT AND PERFORMANCE BOND O1 PAYMENT AND PERFORMANCE BOND (100% OF CONTRACT VALUE) LS 1 P ALLOWANCE ITEMS P1 TRENCH ROCK AND\OR MECHINCAL REMOVAL – ALLOWANCE \ UNIT PRICE CY 100 P2 CONTINGENCY ALLOWANCE (15% SUBTOTAL #1) LS 1 Expected project schedule - Start: End: Total Bid Price (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): Cents ($ ). CONTRACTOR:
X. Xxxxxx 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 Work will be based on actual quantities, determined as provided in the Contract Documents.
B. All specified cash allowances are included in the price(s) set forth above and have been computed in accordance with Paragraph 13.02 of the General Conditions.
C. Contingency allowance shall be used only upon written approval of Owner for additional work not included in the Contract Documents. The amount paid will be negotiated as lump sum or unit price per each item of additional work. Any unused portion of the allowance remaining at the completion of the Contract shall revert to Owner as a credit. Ow...
