ITB 24-42TM Addendum 3 Attachment 1 f Coliseum Lake Slide Gate Bid Tab_Rev1.xlsx
XLSX spreadsheet 50 KB Posted
- Attached to
- ITB 24-42TM Coliseum Lake Weir Replacement
- Solicitation number
- 60190
- Issued by
- Hampton City, Virginia
About this file
This document is an Addendum to Invitation to Bid (ITB) 24-42TM for the Coliseum Lake Slide Gate project issued by the City of Hampton, Virginia. The project involves the replacement of the existing concrete weir at the outfall of Coliseum Lake with an automated slide gate system. The project work includes removal and replacement of the existing concrete bed, rip rap, road curb, and a dog waste station. The bid tab provides a detailed list of 49 line items with estimated quantities and unit prices for various construction activities such as site preparation, demolition, earthwork, gate structure, electrical work, landscaping, and erosion and sediment control.
The bid due date is not specified in the provided documents. The project location is at 1000 Coliseum Drive, Hampton, VA 23666, affecting parcels 13001171 and 13002387. Pricing terms, funding sources, and other salient commercial details are not included in the provided materials.
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BID TAB
| KIMLEY-HORN & ASSOCIATES, INC. |
| 4525 Main Street, Suite 1000 |
| Virginia Beach, VA 23462 |
| TEL: (757) 213-8600 FAX: (757) 213-8601 |
| BID TAB | |||||||
| COLISEUM LAKE SLIDE GATE | |||||||
| CITY OF HAMPTON | |||||||
| SWMP OPCC (updated may 2023) | DATE: | ||||||
| ITEM NO. | 2023 source | DWG/SPEC SECTION1 | ESTIMATED QUANTITY | UNIT | UNIT COST | TOTAL COST | |
| GENERAL | |||||||
| 1 | 513 | MOBILIZATION/DEMOBILIZATION | 1 | LS | |||
| 2 | VDOT 514 | FIELD OFFICE (TYPE III - VDOT 514) | 12 | MONTH | |||
| 3 | not listed | 105 | SITE SURVEYS | 1 | LS | ||
| 4 | 301 | CLEARING AND GRUBBING | 1 | LS | |||
| 5 | not listed | 110-10 | DREDGE UNCONTROLLED FILL | 1 | LS | ||
| 6 |
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| Only LS listed on VDOT | 303 | EARTHWORK (CUT & FILL) | |||||
| 7 | 303 | HAUL REGULAR EXCAVATION | |||||
| 8 | not listed | VDOT 237 | BEDDING - STRUCTURAL FILL | 180 | CY | ||
| 9 | not listed | 303 | CONSTRUCTION ACCESS ROAD (VDOT #1) | 1 | LS | ||
| 10 | 303 | GEOTEXTILE UNDER PERMANENT SITE ACCESS ROAD | 670 | INCIDENTAL TO | |||
| ACCESS ROAD | - | - | |||||
| 11 | not listed | 110-12 | VIBRATION MONITORING | 1 | LS | ||
| 12 | not listed | VDOT 413 | DEMO EXISTING CONCRETE BASE | 1 | LS | ||
| 13 | VDOT 402 | SHEETPILE CUTOFF WALLS, PZ27 | 1,760 | SF | |||
| 14 | 414 | RIPRAP FOR STABILIZATION | 160 | TN | |||
| 15 | 303 | REMOVAL OF CURB & GUTTER | 55 | LF | |||
| 16 | 502 | CURB/GUTTER REPLACEMENT | 55 | LF | |||
| 17 | - | PROJECT SIGN | 1 | LS | |||
| 18 | SITE PLAN/S-8 | TRAFFIC CONTROL | 1 | LS | |||
| 19 | SITE PLAN/S-8 | LIGHT POLE AND BENCH REPLACE & REINSTALL | 1 | LS | |||
| 20 | SITE PLAN/S-8 | FENCE | 1 | EA | |||
| 21 | CNSTRCT | ||||||
| PLN E-1 | ELECTRICAL CONDUIT | 100 | LF | ||||
| GATE STRUCTURE & CONTROLS | |||||||
| 22 | VDOT 403 | TIMBER PILES, 12" (x34) | 1,805 | LF | |||
| 23 | VDOT 402 | DYNAMIC PILE TEST | 2 | EA | |||
| 24 | 110-9 | GATE (STAINLESS STEEL #316) | 2 | EA | |||
| 25 | not listed | 502 | CONCRETE CLASS A4 (GATE STRUCTURE) | 130 | CY | ||
| 26 | 406 | CORROSION RESISTANT REINFORCING STEEL, CLASS 1 | 20,750 | LB | |||
| 27 | not listed | 502 | CONCRETE FOR APPROACH RAMPS | 15 | CY | ||
| 28 | not listed | 502 | CONCRETE FOR DOWNSTREAM APRON | 120 | CY | ||
| 29 | 110-6 | STOP LOGS, FRAME, LIFTING BEAM | 1 | LS | |||
| 30 | not listed | VDOT 409 | PEDESTRIAN GRATED WALKWAY (INCL. REINFORCEMENTS) | 1 | LS | ||
| 31 | not listed | VDOT 410 | RAILING FOR DECK | 90 | LF | ||
| 32 | 110-7 | ACTUATOR (INDIVIDUAL FOR EACH GATE) | 2 | EA | |||
| 33 | 110-13 | BATTERY BACKUP INCL. SOLAR PANEL + CONTROLS | 1 | LS | |||
| 34 | not listed | 110-13 | SENSORS | 6 | EA | ||
| 35 | not listed | 110-14 | SCADA SYSTEM WITH FLOODPROOFING | 1 | LS | ||
| 36 | - | DOMINION ENERGY TIE-IN | 1 | LS | |||
| CONSTRUCTION DEWATERING | |||||||
| 37 | 110-8 | DEWATERING/PUMP AROUND OPERATION | 1 | LS | |||
| 38 | VDOT 402 | COFFER DAM INSTALLATION & TIE-IN, SHEETPILES | 1 | LS | |||
| LANDSCAPING | |||||||
| 39 | 602 | TOPSOIL (CLASS B, 6" DEPTH) | 20 | CY | |||
| 40 | 603 | REGULAR SEED - UPLAND & RIPARIAN | 230 | LB | |||
| 41 | 603 | LIME | 2 | TN | |||
| 42 | 603 | FERTILIZER | 380 | LB | |||
| EROSION AND SEDIMENT CONTROL | |||||||
| 43 | 303 | TEMPORARY SILT FENCE (TYPE A) | 700 | LF | |||
| 44 | 507 | SAFETY FENCE | 1,000 | LF | |||
| 45 | not listed | 507 | TREE PROTECTION FENCE | 600 | LF | ||
| 46 | not listed | 303 | CONSTRUCTION ENTRANCE - VDOT #1 AGGREGATE | 1 | LS | ||
| 47 | not listed | 303 | TURBIDITY CURTAIN | 375 | LF | ||
| 48 | 603 | TEMPORARY SEED | 120 | LB | |||
| 49 | 603 | HYDRAULIC EROSION CONTROL PRODUCT (TYPE 1) | 130 | SY | |||
| TOTAL PRICE |
Quantity Summary Description Unit Quantity
| Concrete for A-Vane | EA | 5 |
| Concrete Volume per A-vane | CF | ERROR:#REF! |
| Concrete Volume per A-vane | CY | ERROR:#REF! |
| Total Concrete Volume | CY | ERROR:#REF! |
| Boulders 2' X 3' X 4' | ||
| Boulder Wall | TON | ERROR:#REF! |
| Boulder Toe Protection | TON | ERROR:#REF! |
| Rock Cross Vanes | TON | ERROR:#REF! |
| Step Pool | TON | ERROR:#REF! |
| Placed Boulders | TON | ERROR:#REF! |
| Total Weight | TON | ERROR:#REF! |
| # 57 Stone | ||
| Boulder Wall | TON | ERROR:#REF! |
| Boulder Toe Protection | TON | ERROR:#REF! |
| Concrete A-Vane | TON | ERROR:#REF! |
| Silt Check Dam | TON | ERROR:#REF! |
| Total Weight | TON | ERROR:#REF! |
| Mulch | ||
| Total Concrete Volume | CY | ERROR:#REF! |
| Rip Rap | CLASS A | CLASS B | CLASS I | |
| Boulder Wall | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Boulder Toe Protection | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Rock Cross Vane | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| StormwaterOutlet Structure | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Concrete A-Vane | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Silt Check Dam | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Step Pool Structure | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Fill Between Toe Prot and Step Pool | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Total Weight | TON | ERROR:#REF! | ERROR:#REF! | ERROR:#REF! |
| Filter Fabric | ||||
| Boulder Wall | SY | ERROR:#REF! | ||
| Boulder Toe Protection | SY | ERROR:#REF! | ||
| Rock Cross Vane | SY | ERROR:#REF! | ||
| Placed Boulders | SY | ERROR:#REF! | ||
| Step Pool Structure | SY | ERROR:#REF! | ||
| Total Area | SY | ERROR:#REF! | ||
| Coir Fiber Matting | SY | ERROR:#REF! |
| Mulch for Tree Planting | CY | ERROR:#REF! |
| Grout for Weir Backfill | CY | 1.0 |
Grading Calcs
| Grading Calculation | |||
| Cross Section | Station | Cut Area (SF) | Fill Area (SF) |
| XS1 | 201+06 | 35 | 135 |
| XS2 | 202+11 | 20 | 0 |
| XS3 | 205+22 | 23 | 0 |
| XS4 | 205+90 | 77.31 | 0 |
| XS5 | 206+42 | 60 | 0 |
| XS6 | 207+33 | 100 | 0 |
| XS7 | 208+40 | 154 | 0 |
| XS8 | 208+41 | 182 | 0 |
| Station | Length (FT) | Volume CUT (CF) | Volume FILL (CF) |
| Culvert | 30 | 1050 | 4050 |
| 202+00 - 204+00 | 45 | 900 | 0 |
| 205+00 - 205+75 | 75 | 1725 | 0 |
| 205+75 - 206+65 | 90 | 6179 | 0 |
| 206+90 - 207+70 | 80 | 8000 | 0 |
| 208+00 - 209+10 | 110 | 18480 | 0 |
| Total (CF) | 36333.95 | 4050 | |
| Total (CY) | 1300 | 200 |
Lower Reach
| Smallwood Drive | ||||||||||||||||||
| Spreadsheet Note: | ||||||||||||||||||
| - Insert values for all numbers highlighted in BLUE, these values are specific to the stream project | ||||||||||||||||||
| Reach: | Lower Reach | |||||||||||||||||
| Stream Dimensions | Rock Structure Dimensions | Log Structure Dimensions | Constructed Riffle | |||||||||||||||
| Base Width | BKF Width | BKF Depth | Avg. Riffle Length | Boulder Dimensions | Backfill Dimensions | Log Dimensions | Backfill Dimensions | Backfill Dimensions | ||||||||||
| Depth | Length | Width | Spec. Weight | Backfill Width | Backfill Depth | Spec. Weight | Min. Length | Min. Diameter | Backfill Width | Backfill Depth | Spec. Weight | Backfill Width | Backfill Depth | Spec. Weight | ||||
| (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (lbs/cf) | (ft) | (ft) | (lbs/cf) | (ft) | (in) | (ft) | (ft) | (lbs/cf) | (ft) | (ft) | (lbs/cf) |
| 6.0 | 20.2 | 1.9 | 50.0 | 2.5 | 3.5 | 3.0 | 120 | 2 | 3.0 | 120 | 10 | 12 | 2 | 3.0 | 120 | 3 | 3.0 | 120 |
| Stream Structures | OUTPUT | ||||||||||||||||||||||
| Structure Type | Number of Structures | Arm Angle | Vane Slope | Key-In Length | Arm Length | Structure Length | Key-In Depth | Choose Backfill Stone (indicate with a "x") | Boulder Vol. /Structure | Wght. Bldrs/ Structure | Total Wght. Boulders | Backfill Totals | Number Logs | Root Wad | Filter Fabric | ||||||||
| Class A (2"-6") | Class B (5"-12") | Class I (5"-17") | Class II (9"-23") | No. 57 (Crse Aggr.) | Class A | Class B | Class I | Class II | No. 57 | ||||||||||||||
| (structures) | (degrees) | (ft/ft) | (ft) | (ft) | (ft) | (ft) | (cf) | (tons) | (tons) | (tons) | (tons) | (tons) | (tons) | (tons) | (quantity) | (quantity) | (SY) | ||||||
| Rock Cross Vane | 1 | 20 | 0.070 | 3.0 | 20.76 | 19.51 | 1.5 | x | x | x | 757.77 | 45.47 | 45.47 | 6.42 | 6.42 | 0.00 | 0.00 | 6.42 | -- | -- | 30 | ||
| RCV w/ Valley Block | 0 | 20 | 0.080 | 4.0 | 20.76 | 19.51 | 1.7 | x | x | 772.77 | 46.37 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | -- | 0 | |||
| A-vane | 0 | 20 | 0.080 | 4.0 | 20.76 | 19.51 | 1.7 | x | x | 812.98 | 48.78 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | -- | -- | 0 | |||
| Rock Vane | 0 | 20 | 0.060 | 3.0 | 19.69 | 19.51 | 1.2 | x | x | 317.80 | 19.07 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | -- | -- | 0 | |||
| Boulder Sill | 0 | -- | -- | 4.0 | 28.20 | -- | -- | x | x | 528.00 | 31.68 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | -- | -- | 0 | |||
| Log Cross Vane | 0 | 20 | 0.080 | 4.0 | 20.76 | 19.51 | 1.7 | x | x | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | |||
| LCV w/ Valley Block | 0 | 20 | 0.070 | 4.0 | 20.76 | 19.51 | 1.5 | x | x | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | |||
| Log Vane | 0 | 20 | 0.060 | 4.0 | 19.69 | 27.75 | 1.2 | x | x | 52.50 | 3.15 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | ||||
| Log Sill | 0 | -- | -- | 4.0 | 28.20 | -- | -- | x | x | 105.00 | 6.30 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | ||||
| Double Wing Deflector* | 0 | 20 | 0.070 | 4.0 | 20.76 | 19.51 | 1.5 | x | x | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | |||
| Single Wing Deflector | 0 | 20 | 0.070 | 4.0 | 19.69 | 19.51 | 1.4 | x | x | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0 | 0 | 0 | |||
| Small Side Channel Block | 0 | -- | -- | 3.0 | -- | -- | -- | x | x | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | -- | -- | -- | |||
| Step Pool Structure** | 1 | -- | -- | 3.0 | -- | 95.0 | -- | x | x | x | x | 1425.00 | 85.50 | 85.50 | 43.18 | 43.18 | 43.18 | 0.00 | 43.18 | -- | -- | 213 | |
| Total | 131 | 50 | 50 | 43 | 0 | 50 | 0 | 0 | 243 |
| OUTPUT | |||||||||||||||||||||
| Number of Structures | Number of Sills | Avg. Riffle Length | Key-In Length | Arm Length | Structure Width | Riffle Depth | Class A (2"-6") | Class B (5"-12") | Class I (5"-17") | Class II (9"-23") | No. 57 (Crse Aggr.) | Boulder Vol. /Structure | Wght. Bldrs/ Structure | Total Wght. Boulders | Backfill Totals | Filter Fabric | |||||
| Class A | Class B | Class I | Class II | No. 57 | |||||||||||||||||
| (structures) | (sills) | (ft) | (ft) | (ft) | (ft) | (ft) | Choose Backfill Stone (indicate with a "x") | (cf) | (tons) | (tons) | (tons) | (tons) | (tons) | (tons) | (tons) | (SY) | |||||
| Constructed Riffle (No Sill) | 6 | 0 | 50 | 0.0 | 20.20 | 24.24 | 1.25 | x | x | x | x | 0.00 | 0.00 | 0.00 | 19.63 | 19.63 | 19.63 | 0.00 | 19.63 | 0 | |
| Choose Riffle Stone (indicate with a "x") | -- | -- | -- | -- | -- | -- | -- | ||||||||||||||
| x | x | x | x | -- | 136.35 | 136.35 | 136.35 | 0.00 | 136.35 | -- | |||||||||||
| Constructed Riffle (1 Sill) | 6 | 1 | 50 | 4.0 | 28.20 | 24.24 | 1.25 | x | x | x | x | 423.00 | 25.38 | 152.28 | 19.63 | 19.63 | 19.63 | 0.00 | 19.63 | 39 | |
| Choose Riffle Stone (indicate with a "x") | -- | -- | -- | -- | -- | -- | -- | ||||||||||||||
| x | x | x | x | -- | 136.35 | 136.35 | 136.35 | 0.00 | 136.35 | -- | |||||||||||
| Constructed Riffle (2 Sill) | 6 | 2 | 50 | 4.0 | 28.20 | 24.24 | 1.25 | x | x | x | x | 846.00 | 50.76 | 304.56 | 19.63 | 19.63 | 19.63 | 0.00 | 19.63 | 78 | |
| Choose Riffle Stone (indicate with a "x") | -- | -- | -- | -- | -- | -- | -- | ||||||||||||||
| x | x | x | x | -- | 136.35 | 136.35 | 136.35 | 0.00 | 136.35 | -- | |||||||||||
| Double Wing Deflector* | 0 | -- | 50 | -- | -- | 20.20 | 1.00 | x | x | x | x | -- | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | -- | |||
| Total | 456.84 | 467.95 | 467.95 | 467.95 | 0.00 | 467.95 | 117.33 | ||||||||||||||
| * Double Wing Deflector total quanities require two entries | |||||||||||||||||||||
| ** Add Rock Cross Vanes for Step Pool to the Rock Cross Vane totals |
File details come from the government source that posted it. Updated .