3-FY27 SSC -1 ELECTRONIC BID FORM.xlsx
XLSX spreadsheet 129 KB Posted
- Solicitation number
- FY26-ITBCON-34
- Issued by
- Mecklenburg County, Charlotte City, North Carolina
About this file
This is an electronic bid form for FY27 Small Diameter Water & Sewer Services Contract #1 issued by Charlotte Water in North Carolina. The project encompasses construction and installation of small diameter water and sewer service connections applied and paid for by external customers. The bid form is organized into three main sections: Common Items, Water Services, and Sanitary Sewer Services. Common Items include mobilization, rock excavation, asphalt and concrete pavement work, erosion control, utility locating, traffic maintenance, and material testing, with quantities ranging from 2 to 18,000 units across various line items. Water Services cover 3/4-inch through 8-inch water service installations, tapping sleeves, dry-bore encasements, punching and drilling operations, and service renewals, with quantities ranging from 1 to 7,000 linear feet or each. Sanitary Sewer Services include lateral connections, service laterals in various depths and materials, dry-boring operations, punching and drilling, manhole installations, and connection work, with quantities ranging from 1 to 4,000 linear feet or each. The bid form requires contractors to provide unit prices and total prices for all line items, with separate subtotals for each section and a combined contingency allowance of 10 percent of the subtotal.
The pricing structure requires contractors to complete the unit price and total price columns for each bid item, with the form calculating section subtotals and a combined total bid amount. The form includes a 10 percent contingency allowance applied to the subtotal before calculating the final combined bid total. Contract payment appears to be structured on a unit price basis with payment made upon completion of work as specified. The bid form references standard specifications and details for water and sewer installations and includes provisions for additional costs associated with specialized work such as mechanical vacuum excavation, restricted work hours (9:00 AM to 4:00 PM and 6:00 PM to 6:00 AM), and demobilization for incomplete work. Liquidated damages are specified at $400 per day. Historical pricing data from previous contracts (FY12, FY14, FY18, and FY21) is provided on the form to assist bidders in estimating current costs, with an average CPI adjustment factor of 1.075 applied to past unit prices for comparison purposes.
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Text version
FY27 SSC1 BID FORM
| For furnishing all new materials, labor, equipment and all that may be incidental to and for the construction of water & sewer facilities below: | |||||
| FY27 SSC #1 - BID FORM | NTE - MONEY BASED | ||||
| ITEM | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | TOTAL |
| SECTION ONE - COMMON ITEMS | |||
| MOBILIZATION | |||
| 1 | FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED | ||
| A | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 2% OF THE TOTAL BID AMOUNT) | 1 | LS |
| B | "TYPE B" MOBILIZATION | ||
| a | WATER, SEWER OR WATER/SEWER (INCLUDING DEDICATED IRRIGATION SERVICES AND DISMANTLEMENT'S) | 600 | EA |
| b | FOR SPLIT IRRIGATION / CONVERSION SERVICES ONLY | 275 | EA |
| c | WATER QUALITY SAMPLING STATIONS(WQSS) | 10 | EA |
| d | HORIZONTAL DIRECTION DRILL (ADD ON TO APPLICABLE 1B ITEM ABOVE) | 4 | EA |
| C | "TYPE C" MOBILIZATION (DEMOBILIZATION) | ||
| a | DEDICATED SERVICE | 4 | EA |
| b | SPLIT IRRIGATION SERVICE | 20 | EA |
| ROCK EXCAVATION | |||
| 2 | FOR SOLID ROCK EXCAVATION, AS SPECIFIED, COMPLETE IN PLACE | ||
| A | FOR THE FIRST 5 CY PER PROJECT | 5 | CY |
| B | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 5 CY PER PROJECT | 20 | CY |
| ASPHALT PAVEMENT | |||
| 3 | FOR CUTTING (SAWING) AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | ||
| A | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 13,000 | LF |
| B | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | ||
| a | 0"-3" DEPTH | 120 | SY |
| b | 3"-6" DEPTH | 2,000 | SY |
| c | FOR EACH ADDITIONAL 3-INCH DEPTH OF REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT (will be in addition to item (b) above) | 750 | SY |
| C | FOR REPLACING ASPHALT PAVEMENT (INCLUDING S9.5) | ||
| a | 6-INCH DEPTH | 1,600 | SY |
| b | 8-INCH DEPTH | 400 | SY |
| c | 12-INCH DEPTH | 150 | SY |
| d | 14-INCH DEPTH | 10 | SY |
| D | FOR ADDITIONAL 4-INCH DEEP BINDER COURSE (WILL BE IN ADDITION TO ITEMS C. (c) or (d) above) | 10 | SY |
| E | FOR 1-INCH DEPTH OF S9.5 OR SF9.5 OVERLAY (Surface Course) | 10 | SY |
| F | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine - contractor's option) | 10 | LF |
| CONCRETE DRIVEWAYS/WALKWAYS | |||
| 4 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | ||
| A | FOR CUTTING (SAWING) CONCRETE | 900 | LF |
| B | FOR REMOVING & DISPOSING OF CONCRETE | ||
| a | 0"-4"DEPTH | 150 | SY |
| b | 4"-8" DEPTH | 60 | SY |
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item (b) Above) | 10 | SY |
| C | FOR REPLACING CONCRETE | ||
| a | 4" DEPTH | 175 | SY |
| b | 5" DEPTH | 10 | SY |
| c | 6"DEPTH | 30 | SY |
| d | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item (b) or (c) Above) | 10 | SY |
| CONCRETE CURB AND GUTTER | |||
| 5 | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 200 | LF |
| SELECT BACKFILL MATERIAL | |||
| 6 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | ||
| A | AGGREGATE BASE COURSE (ABC) | 1,000 | CY |
| B | BORROW FILL DIRT | 150 | CY |
| C | PIT GRAVEL | 50 | CY |
| FERTILIZING, SEEDING AND MULCHINIG | |||
| 7 | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | 18,000 | SY |
| CLEARING AND GRUBBING | |||
| 8 | FOR CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | ||
| A | CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH OF ITEMS LESS THAN 6-INCHES IN DIAMETER | 150 | SY |
| EROSION CONTROL/TREE PROTECTION | |||
| 9 | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL/TREE PROTECTION DEVICES, AS SPECIFIED, COMPLETE IN PLACE | ||
| A | SILT FENCE | 300 | LF |
| B | STONE SILT CHECK DAM | 2 | EA |
| C | TEMPORARY INLET PROTECTION | 2 | EA |
| D | EXCELSIOR EROSION CONTROL BLANKET | 300 | SY |
| E | JUTE NETTING | 500 | SY |
| F | WATTLE | ||
| a | 6-INCH DIAMETER | 20 | LF |
| b | 10-INCH DIAMETER | 10 | LF |
| c | 12-INCH DIAMETER | 10 | LF |
| G | ORANGE TREE PROTECTION FENCE | 10 | LF |
| REPLACING C.A.B.C STONE OR PIT GRAVEL | |||
| 10 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | 80 | SY |
| LOCATING EXISTING UNDERGROUND UTILITIES | |||
| 11 | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | ||
| A | LOCATING UTILITIES BY HAND OR BY MECHANICAL MEANS, AS SPECIFIED | ||
| a | LOCATING GAS MAINS | 425 | EA |
| b | LOCATING PHONE (FIBER OPTICS) CABLES | 400 | EA |
| c | LOCATING PHONE (NON-FIBER OPTICS) CABLES | 100 | EA |
| d | LOCATING POWER CABLES | 80 | EA |
| e | LOCATING CABLE TV CABLES | 60 | EA |
| f | LOCATING STORM PIPES | 50 | EA |
| g | LOCATING WATER MAINS | 100 | EA |
| h | LOCATING SEWER MAINS | 40 | EA |
| B | ADDITIONAL COSTS TO PERFORM THE LOCATE BY MECHANICAL VACUUM EXCAVATION (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 11 A) | 40 | EA |
| MAINTAINING TRAFFIC | |||
| 12 | FOR MAINTAINING TRAFFIC AS SPECIFIED, COMPLETE IN PLACE | ||
| A | FOR ONE (1) PART TIME FLAGGER WITH PADDLE SIGNS | 10 | HR |
| B | FOR ONE (1) FULL TIME FLAGGER WITH PADDLE SIGNS | 25 | DYS |
| C | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | 120 | DYS |
| D | FOR REFLECTIVE TRAFFIC CONTROL SIGNS (REGARDLESS OF SIZE) | 20 | EA |
| E | 7.5-INCH X 50-INCH CHANNELIZING CONES | 20 | EA |
| F | FOR REFLECTIVE 28-INCH TALL TRAFFIC CONES | 80 | EA |
| G | FOR REFLECTIVE TYPE III 36-INCH TALL TRAFFIC DRUM | 10 | EA |
| H | FOR CONCRETE BARRIER WALLS (BORE PITS) | 10 | LF |
| I | FOR TYPE B (30"X60") FLASHING ARROW PANEL | 35 | EA |
| J | FOR THREE-LINE VARIABLE MESSAGE BOARDS | 5 | EA |
| K | FOR OFF-DUTY POLICE OFFICER WITH MARKED PATROL VEHICLE | 10 | HR |
| L | FOR TRUCK MOUNTED IMPACT ATTENUATOR | 2 | EA |
| MATERIAL/DENSITY TESTING | |||
| 13 | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | ||
| A | IN PLACE DENSITY TEST SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | 25 | EA |
| B | PROCTOR TEST AS SPECIFIED | ||
| a | 1-POINT PROCTOR TEST | 4 | EA |
| b | STANDARD 3-POINT PROCTOR TEST | 3 | EA |
| EXPLORATORY WORK | |||
| 14 | EXPLORATORY WORK (WITH PRIOR WRITTEN APPROVAL AS SPECIFIED) | 30 | HR |
| RESTRICTED WORK (9:00 TO 4:00) | |||
| 15 | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 9:00 AM TO 4:00 PM, PER PROJECT, AS SPECIFIED | 175 | CREW/DAY |
| RESTRICTED WORK (NIGHT AND/OR WEEKEND) | |||
| 16 | FOR THE ADDITIONAL COST OF RESTRICTED WORK HOURS OF 7:00PM TO 6:00 AM, AT NIGHT AND/OR WEEKENDS OF 7:00 PM FRIDAY TO 6:00 AM MONDAY, PER PROJECT, AS SPECIFIED | 10 | CREW/DAY |
| PAVEMENT STREET CUT FEES | |||
| 17 | PASS THROUGH COST OF CDOT / SMALL TOWN PAVEMENT STREET CUT FEES ASSOCIATED WITH ASPHALT SERVICES FURNISHED BY CLT WATER CONTRACTOR (PLUS $50 PROCESSING FEE) | 0 | EA |
| REIMBURSEMENT OF ASPHALT SERVICES | |||
| 18 | REIMBURSEMENT OF ASPHALT SERVICES / INSTALLATIONS FURNISHED BY CDOT AND PAID BY CLT WATER (PLUS $50 PROCESSING FEE) | 0 | EA |
| OVERTIME INSPECTION | |||
| 19 | OVERTIME INSPECTION | 0 | HR |
| LIQUIDATED DAMAGES | |||
| 20 | LIQUIDATED DAMAGES - $400/DAY | 0 | DAY |
TOTAL BID COMMON ITEMS
SECTION TWO - WATER
| NEW WATER SERVICE INSTALLATIONS | |||
| 3/4-INCH WATER SERVICE | |||
| 1 | FOR FURNISHING AND INSTALLING 3/4-INCH WATER SERVICE, COMPLETE IN PLACE. | ||
| A | 3/4-INCH WATER METER ASSEMBLY | 500 | EA |
| B | 3/4-INCH COPPER TUBING (TYPE K) | 13,000 | LF |
| C | 3/4-INCH BLUE HDPE TUBING (CTS SDR9) | 1,000 | LF |
| D | FOR FURNISHING AND INSTALLING 3/4-INCH DEDICATED IRRIGATION WATER METER ASSEMBLY PER STANDARD DETAIL 15.7.4, COMPLETE IN PLACE. | 40 | EA |
| E | FOR FURNISHING AND INSTALLING 3/4-INCH SPLIT IRRIGATION WATER METER ASSEMBLY PER STANDARD DETAIL 15.7.1 & 15.7.1, COMPLETE IN PLACE. | 350 | EA |
| F | METER BOX | ||
| a | 3/4-INCH PLASTIC (DOMESTIC) | 20 | EA |
| b | 3/4-INCH CONCRETE (DOMESTIC) | 10 | EA |
| c | 3/4-INCH PLASTIC (IRRIGATION) | 10 | EA |
| d | 3/4-INCH CONCRETE WITH PLASTIC LID (IRRIGATION) | 5 | EA |
| 1-INCH WATER SERVICE | |||
| 2 | FOR FURNISHING AND INSTALLING 1-INCH WATER SERVICE, COMPLETE IN PLACE. | ||
| A | 1-INCH WATER METER ASSEMBLY | 20 | EA |
| B | 1-INCH COPPER TUBING (TYPE K) | 1,220 | LF |
| C | 1-INCH BLUE HDPE TUBING (CTS SDR9) | 260 | LF |
| D | FOR FURNISHING AND INSTALLING 1-INCH DEDICATED IRRIGATION WATER METER ASSEMBLY PER STANDARD DETAIL 15.7.4, COMPLETE IN PLACE. | 40 | EA |
| F | METER BOX (1-INCH DOMESTIC GRAY BOX / 1-INCH IRRIGATION GREEN BOX) | ||
| a | 1-INCH PLASTIC | 475 | EA |
| b | 1-INCH CONCRETE WITH PLASTIC LID | 10 | EA |
| 1 1/2-INCH WATER SERVICE | |||
| 3 | FOR FURNISHING AND INSTALLING 1 1/2-INCH WATER SERVICE, COMPLETE IN PLACE. | ||
| A | 1 1/2-INCH WATER METER ASSEMBLY PER STANDARD DETAIL 15.4.2 | ||
| a | 1 1/2-INCH WATER METER ASSEMBLY WITH METER & TRANSMITTER | 6 | EA |
| b | 1 1/2-INCH WATER METER ASSEMBLY WITHOUT METER AND TRANSMITTER | 2 | EA |
| B | 1 1/2-INCH COPPER TUBING (TYPE K) | 125 | LF |
| C | 1 1/2-INCH HDPE PIPE (IPS SDR9) | 100 | LF |
| D | 1 1/2-INCH HDPE BUTT FUSION JOINT / ELECTROFUSION JOINT | 4 | EA |
| 2-INCH WATER SERVICE | |||
| 4 | FOR FURNISHING AND INSTALLING 2-INCH WATER SERVICE, COMPLETE IN PLACE. | ||
| A | 2-INCH WATER METER ASSEMBLY PER STANDARD DETAIL 15.4.3 | ||
| a | 2-INCH WATER METER ASSEMBLY WITH METER & TRANSMITTER | 6 | EA |
| b | 2-INCH WATER METER ASSEMBLY WITHOUT METER AND TRANSMITTER | 2 | EA |
| B | 2-INCH COPPER TUBING (TYPE K) | 125 | LF |
| C | 2-INCH HDPE PIPE (IPS SDR9) | 100 | LF |
| D | 2-INCH HDPE BUTT FUSION JOINT / ELECTROFUSION JOINT | 4 | EA |
| 2-INCH FIRE LINE SERVICE | |||
| 5 | FOR FURNISHING AND INSTALLING 2-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ||
| A | 2-INCH FIRELINE ASSEMBLY | 3 | EA |
| B | 2-INCH COPPER TUBING (TYPE K) | 60 | LF |
| C | 2-INCH HDPE PIPE (IPS SDR9) | 100 | LF |
| D | 2-INCH HDPE BUTT FUSION JOINT / ELECTROFUSION JOINT | 4 | EA |
| F | METER BOX | ||
| a | 3/4-INCH PLASTIC | 2 | EA |
| b | 3/4-INCH CONCRETE WITH PLASTIC LID | 2 | EA |
| WATER QUALITY SAMPLING STATIONS(WQSS) | |||
| 6 | FOR FURNISHING AND INSTALLING WATER QUALITY SAMPLING STATIONS(WQSS) | ||
| A | INSTALLING A WQSS(FURNISHED BY CLTWATER) | 10 | EA |
| B | INSTALLING A WQSS(FURNISHED BY CONTRACTOR) | 2 | EA |
| SERVICE SADDLES AND CORPORATION STOPS | |||
| 7 | FOR FURNISHING AND INSTALLING TAPPING SERVICE SADDLES AND CORPORATION STOPS (0'-5' DEPTH IS INCENDENTAL TO THE CONTRACT) | ||
| A | EACH ADDITIONAL FOOT OF DEPTH | 15 | VF |
| B | FOR TAPS MADE ON DIP, CIP, PVC AND ACP WATER MAINS | ||
| a | 36"X2" | 1 | EA |
| b | 36"X1 1/2" | 1 | EA |
| c | 36"X1" | 1 | EA |
| d | 36"X3/4" | 1 | EA |
| e | 30"X2" | 1 | EA |
| f | 30"X1 1/2" | 1 | EA |
| g | 30"X1" | 1 | EA |
| h | 30"X3/4" | 1 | EA |
| i | 24"X2" | 1 | EA |
| j | 24"X1 1/2" | 1 | EA |
| k | 24"X1" | 2 | EA |
| l | 24"X3/4" | 4 | EA |
| m | 20"X2" | 1 | EA |
| n | 20"X1 1/2" | 1 | EA |
| o | 20"X1" | 2 | EA |
| p | 20"X3/4" | 2 | EA |
| q | 16"X2" | 2 | EA |
| r | 16"X1 1/2" | 2 | EA |
| s | 16"X1" | 4 | EA |
| t | 16"X3/4" | 25 | EA |
| u | 12"X2" | 4 | EA |
| v | 12"X1 1/2" | 4 | EA |
| w | 12"X1" | 4 | EA |
| x | 12"X3/4" | 30 | EA |
| y | 10"X2" | 1 | EA |
| z | 10"X1 1/2" | 1 | EA |
| aa | 10"X1" | 1 | EA |
| bb | 10"X3/4" | 1 | EA |
| cc | 8"X2" | 1 | EA |
| dd | 8"X1 1/2" | 1 | EA |
| ee | 8"X1" | 6 | EA |
| ff | 8"X3/4" | 130 | EA |
| gg | 6"X2" | 2 | EA |
| hh | 6"X 1 1/2" | 2 | EA |
| ii | 6"X1" | 6 | EA |
| jj | 6"X3/4" | 250 | EA |
| kk | 4"X2" | 1 | EA |
| ll | 4"X 1 1/2" | 1 | EA |
| mm | 4"X1" | 1 | EA |
| nn | 4"X3/4" | 2 | EA |
| oo | 3"X2" | 1 | EA |
| pp | 3"X 1 1/2" | 1 | EA |
| 3"X1" | 1 | EA | |
| rr | 3"X3/4" | 1 | EA |
| ss | 2"X1 1/2" | 1 | EA |
| tt | 2"X1" | 3 | EA |
| uu | 2"X3/4" | 70 | EA |
| C | ADDITIONAL COST FOR COMPLETING A TAP ON PRESTRESSED CONCRETE CYLINDER PIPE (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 6 B) | ||
| a | 36"X2" | 1 | EA |
| b | 36"X1 1/2" | 1 | EA |
| c | 36"X1" | 1 | EA |
| d | 36"X3/4" | 1 | EA |
| e | 30"X2" | 1 | EA |
| f | 30"X1 1/2" | 1 | EA |
| g | 30"X1" | 1 | EA |
| h | 30"X3/4" | 1 | EA |
| i | 24"X2" | 1 | EA |
| j | 24"X1 1/2" | 1 | EA |
| k | 24"X1" | 1 | EA |
| l | 24"X3/4" | 1 | EA |
| m | 20"x2" | 1 | EA |
| n | 20"X1 1/2" | 1 | EA |
| o | 20"X1" | 1 | EA |
| p | 20"X3/4" | 1 | EA |
| q | 16"X2" | 1 | EA |
| r | 16"X1 1/2" | 1 | EA |
| s | 16"X1" | 1 | EA |
| t | 16"X3/4" | 1 | EA |
| DRY BORE WITH ENCASEMENT | |||
| 8 | FOR FURNISHING AND INSTALLING (DRY-BORE) WITH STEEL ENCASEMENT, COMPLETE IN PLACE | ||
| A | FOR MOBILIZATION, EXCAVATION & BACKFILL OF THE BORE PIT | ||
| a | 0'-5' DEPTH | 1 | EA |
| b | EACH ADDITIONAL FOOT OF DEPTH | 8 | VF |
| B | 8" DIAMETER CASING (t=.250) | 40 | LF |
| a | FOR SUBSTITUTING 12.75-INCH DIAMETER CASING (t=.250") (ADD ON TO B ABOVE) | 40 | LF |
| GROUTING | |||
| 9 | FOR GROUTING INCOMPLETE ENCASING PIPE OR SERVICE LINES, COMPLETE IN PLACE | ||
| A | ENCASING PIPE | ||
| a | 8-INCH THROUGH 12.75-INCH DIAMETER CASING | 10 | LF |
| b | 16-INCH THROUGH 20-INCH DIAMETER CASING | 10 | LF |
| B | SERVICE LINE DISMANTLEMENTS | ||
| a | 12-INCH | 10 | LF |
| b | 10-INCH | 10 | LF |
| c | 8-INCH | 10 | LF |
| d | 6-INCH | 10 | LF |
| e | 4-INCH | 10 | LF |
| HORIZONTAL DIRECTIONAL DRILLING | |||
| 10 | FOR FURNISHING AND INSTALLING HORIZONTAL DIRECTIONAL DRILLING (EXCLUDING ROCK) (CARRIER PIPE 3/4-INCH THROUGH 2-INCH PAID PER ESTABLISHED HDPE PAY ITEMS) | ||
| A | 4.5-INCH DRILL HOLE IN DIRT | 600 | LF |
| PUNCHING AND DRILLING | |||
| 11 | FOR PNEUMATIC PUNCHING AND DRILLING, WITHOUT ENCASEMENT PIPE, OPENINGS (NOT GREATER THAN 5 1/2 INCH DIAMTER) FOR THE INSERTION OF 2 INCH AND SMALLER WATER SERVICE LINE, AS SPECIFIED, COMPLETE IN PLACE. | 7,000 | LF |
| CONNECTIONS TO PRIVATE SERVICE PIPE | |||
| 12 | FOR CONNECTIONS TO EXISTING PRIVATE SERVICE PIPE (INSTALLED BY PLUMBER), AS SPECIFIED. | ||
| A | 3/4 TO 1-INCH CONNECTION | 8 | EA |
| B | 1 1/2-INCH TO 2-INCH CONNECTION | 2 | EA |
| ACTIVE SHORING | |||
| 13 | FOR ACTIVE SHORING, COMPLETE IN PLACE | ||
| A | FOR FURNISHING, INSTALLING AND REMOVING ACTIVE SHORING IN PIPE TRENCH | ||
| a | 0'-6' DEPTH | 50 | LF |
| b | 6' AND DEEPER (ADD ON TO "a" ABOVE) | 15 | LF |
| B | FOR FURNISHING, INSTALLING AND REMOVING ACTIVE SHORING AT A RECEIVING PIT (TAPPING SLEEVE AND VALVE PIT) | ||
| a | 0'-6' DEPTH | 2 | EA |
| b | 6' AND DEEPER (ADD ON TO "a" ABOVE) | 5 | EA |
| BOLLARDS | |||
| 14 | FOR FURNISHING AND INSTALLING STEEL BOLLARDS WITH PROTECTIVE SLEEVES, COMPLETE IN PLACE | 2 | EA |
| LOCATING/UNCOVERING/ADJUSTING METER BOXES OR VALVE BOXES | |||
| 15 | FOR LOCATING, UNCOVERING AND/OR ADJUSTING EXISTING METER BOXES OR VALVE BOXES, AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | METER BOXES | 15 | EA |
| B | VALVE BOXES | 2 | EA |
| RETROFITTING WATER SERVICE INTO IRRIGATION | |||
| 16 | FOR RETROFITTING AN EXISTING DOMESTIC WATER SERVICE INTO AN IRRIGATION SERVICE, COMPLETE IN PLACE. | ||
| A | 3/4-INCH | 6 | EA |
| B | 1-INCH | 3 | EA |
| REMOVE/REPLACE DAMAGED METER BOX | |||
| 17 | FOR REMOVING AND REPLACING A DAMAGED EXISTING WATER SERVICE METER BOX AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | NEW CONCRETE BOX AND PLASTIC LID | 2 | EA |
| B | NEW PLASTIC BOX AND PLASTIC LID | 20 | EA |
| WATER SERVICE RENEWAL | |||
| 18 | WATER SERVICE RENEWAL, AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | RENEW EXISTING DOMESTIC WATER SERVICE (PAYMENT WILL BE MADE IN ADDITION TO ITEM 1E). | 20 | EA |
| B | FOR THE ADDITIONAL COST OF REPLACING A CORRODED, LEAKING OR BROKEN TAPPING SADDLE. | 2 | EA |
| C | FOR THE ADDITIONAL COST OF REPLACING A CORRODED, LEAKING OR DAMAGED CORPORATION STOP. | 2 | EA |
| D | FOR THE ADDITIONAL COST OF REPLACING THE METER YOKE BAR AND TAIL PIECE FROM THE ANGLE VALVE THE PROPERTY LINE (including the connection to private) | 15 | EA |
| WATER SERVICE DISMANTLEMENTS | |||
| 19 | FOR DISMANTLING 3/4-INCH THROUGH 2-INCH WATER SERVICE, COMPLETE IN PLACE (0'-10' DEPTH IS INCIDENTAL TO THE CONTRACT) | ||
| A | EACH ADDITIONAL FOOT OF DEPTH | 5 | VF |
| B | REMOVE 3/4" & 1" SERVICE | 10 | EA |
| C | REMOVE 1.5" & 2" SERVICE | 2 | EA |
| D | FOR THE ADDITIONAL COST OF REPLACING A LEAKING OR BROKEN CORPORATION STOP WITH A BRASS PLUG INSTALLED DIRECTLY IN THE PIPE OR SADDLE. | 2 | EA |
| E | FOR THE ADDITIONAL COST OF REMOVING A CORRODED OR LEAKING SADDLE AND INSTALLING A STAINLESS STEEL REPAIR COUPLING, OR A NEW SADDLE AND BRASS PLUG. | 2 | EA |
TOTAL BID WATER
SECTION THREE - SEWER
| NEW SEWER SERVICE INSTALLATIONS | |||
| SEWER SERVICE LATERAL CONNECTIONS | |||
| 1 | FOR SEWER SERVICE LATERAL CONNECTIONS TO THE MAIN, AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | FOR CORING INTO MANHOLES (REGARDLESS OF SIZE) AND INSTALLING WATERTIGHT BOOT (STANDARD METHOD) | 30 | EA |
| B | FOR CUTTING INTO MANHOLES (REGARDLESS OF SIZE) AND COMPLETING A WATERTIGHT CONNECTION WITH NON-SHRINK GROUT AND EXTERNAL CONCRETE COLLAR (WHEN DIRECTED BY ENGINEER) | 8 | EA |
| C | FOR TAPPING EXISTING MAINS (REGARDLESS OF SIZE) AND INSTALLING WATERTIGHT SADDLE | 430 | EA |
| D | FOR TAPPING EXISTING DUCTILE IRON MAINS (REGARDLESS OF SIZE) AND INSTALLING A WATER TIGHT DUCTILE IRON SADDLE | 40 | EA |
| E | FOR SEWER CLEAN OUTS, COMPLETE IN PLACE (4-INCH & 6-INCH) | 500 | EA |
| F | FOR INSTALLING SEWER VALVE BOX ASSEMBLIES AT CLEAN OUTS | 475 | EA |
| G | FOR TREATED TIMBER LOCATOR POST | 2 | EA |
| SEWER SERVICE DROPS | |||
| 2 | FOR SEWER SERVICE DROPS, AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | FOR 6-INCH PVC INSIDE DROPS (APPLIES TO 4-INCH AND 6-INCH LATERALS) | ||
| a | FOR BASIC 0'-3' DEPTH INSIDE DROP INCLUDING CROSS BEND AND SS ATTACHMENT HARDWARE | 2 | EA |
| b | FOR EXTRA DEPTH OF INSIDE DROP | 10 | VF |
| B | FOR 4-INCH RESTRAINED JOINT DUCTILE IRON OUTSIDE DROPS (APPLIES TO 4-INCH LATERALS) | ||
| a | BASIC 0'-3' DEPTH OUTSIDE DROP INCLUDING CROSS BEND AND SS ATTACHMENT HARDWARE | 2 | EA |
| b | FOR EXTRA DEPTH OF OUTSIDE DROP | 10 | VF |
| C | FOR 6-INCH RESTRAINED JOINT DUCTILE IRON OUTSIDE DROPS (APPLIES TO 4-INCH AND 6-INCH LATERALS) | ||
| a | BASIC 0'-3' DEPTH OUTSIDE DROP INCLUDING CROSS BEND AND SS ATTACHMENT HARDWARE | 2 | EA |
| b | FOR EXTRA DEPTH OF OUTSIDE DROP | 10 | VF |
| SEWER SERVICE LATERALS | |||
| 3 | FOR SEWER SERVICE LATERALS, AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | FOR 4-INCH SCHEDULE 40 PVC PIPE | ||
| a | 0'-6' DEPTH | 7,500 | LF |
| b | 6'-10' DEPTH | 3,000 | LF |
| c | 10'-14' DEPTH | 300 | LF |
| d | 14'-18' DEPTH | 30 | LF |
| e | 18' AND DEEPER | 10 | LF |
| B | FOR SUBSTITUTING 4-INCH C900 DR18 GREEN PVC PIPE | 50 | LF |
| C | FOR SUBSTITUTING 4-INCH (PRESSURE CLASS 350 DIP) | 1,400 | LF |
| D | FOR SUBSTITUTING 6-INCH (PRESSURE SCHEDULE 40 PVC PIPE) | 50 | LF |
| E | FOR SUBSTITUTING 6-INCH(C900 DR18 PVC PIPE) | 20 | LF |
| F | FOR SUBSTITUTING 6-INCH (PRESSURE CLASS 350 DIP) | 50 | LF |
| DRY BORE WITH STEEL CASING AND DIP | |||
| 4 | FOR DRY-BORING WITH STEEL CASING PIPE AND INSTALLING DUCTILE IRON PIPE WITH NECESSARY MORTAR END SEALING AS SPECIFIED, COMPLETE IN PLACE. | ||
| A | MOBILIZATION, EXCAVATION, SHORING & BACKFILL OF THE BORE PIT | ||
| a | 0'-5' DEPTH | 4 | EA |
| b | EACH ADDITIONAL FOOT OF DEPTH | 20 | VF |
| B | 8" DIAMETER CASING (t=.250) | 175 | LF |
| a | FOR SUBSTITUTING 12.75-INCH DIAMETER CASING (t=.250") (ADD ON TO B ABOVE) | 125 | LF |
| b | FOR SUBSTITUTING 18-INCH DIAMETER CASING (t-.250") (ADD ON TO B ABOVE) | 50 | LF |
| C | CARRIER PIPE (PRESSURE CLASS 350 DUCTILE IRON PIPE) - 4-INCH DIP | 125 | LF |
| a | FOR SUBSTITUTING 6-INCH DIP (ADD ON TO C ABOVE) | 50 | LF |
| D | CASING SPIDERS/SPACERS/INSULATORS ON 4-INCH OR 6-INCH CARRIER PIPE | 17 | EA |
| DRY BORE WITHOUT ENCASEMENT | |||
| 5 | FOR DRY BORE WITHOUT ENCASEMENT METHOD 4-INCH PRESSURE CLASS 350 DIP LATERAL PIPE | 20 | LF |
| PUNCHING AND DRILLING | |||
| 6 | FOR PNEUMATIC PUNCHING AND DRILLING, WITHOUT ENCASEMENT PIPE, OPENINGS FOR THE INSERTION OF 4-INCH SCHEDULE 80 PVC SEWER SERVICE PIPE, AS SPECIFIED, COMPLETE IN PLACE. | 4,000 | LF |
| PUNCH DEMOBILIZATION | |||
| 7 | DEMOBILIZATION FOR FAILURE TO COMPLETE PUNCH FOR 4-INCH SEWER SERVICE. | 8 | EA |
| PRECAST CONCRETE MANHOLES | |||
| 8 | PRECAST CONCRETE MANHOLES, COMPLETE IN PLACE (BASIC 0'-6' DEPTH) | ||
| A | 4-FOOT DIAMETER MANHOLE WITH GROUTED ON FRAME & COVER | 3 | EA |
| B | FOR SUBSTITUTING 5-FOOT DIAMETER MANHOLE WITH GROUTED ON FRAME AND COVER (ADD ON TO A ABOVE) | 2 | EA |
| C | ADDITIONAL COST TO BOLT THE FRAME TO THE MANHOLE (ADD ON TO ITEM ABOVE) | 2 | EA |
| EXTRA DEPTH, PRECAST CONCRETE MANHOLES | |||
| 9 | FOR EXTRA DEPTH, PRECAST CONCRETE MANHOLES, COMPLETE IN PLACE | ||
| A | 4-FOOT DIAMETER MANHOLE EXTRA DEPTH | 5 | VF |
| B | 5-FOOT DIAMETER MANHOLE EXTRA DEPTH | 5 | VF |
| CONNECTION TO EXISTING PRIVATE 4-INCH SERVICE | |||
| 10 | FOR WATERTIGHT CONNECTION TO EXISTING PRIVATE 4-INCH SERVICE PIPE (INSTALLED BY PLUMBER), AS SPECIFIED, COMPLETE IN PLACE. | 10 | EA |
| REPLACING EXISTING MANHOLE FRAME AND COVER | |||
| 11 | FOR REMOVING AND REPLACING EXISTING MANHOLE FRAME AND COVER WITH A NEW FRAME AND COVER, AS SPECIFIED, COMPLETE IN PLACE | 4 | EA |
| CONSTRUCTING INVERT IN EXISTING MANHOLE | |||
| 12 | FOR CONSTRUCTING INVERT IN EXISTING MANHOLE, AS SPECIFIED, COMPLETE IN PLACE | 5 | EA |
| ACTIVE SHORING | |||
| 13 | FOR ACTIVE SHORING, COMPLETE IN PLACE | ||
| A | FOR THE ADDITIONAL COST OF FURNISHING, INSTALLING AND REMOVING ACTIVE SHORING IN PIPE TRENCH | ||
| a | 0-8' DEPTH | 60 | LF |
| b | 8'-14' DEPTH (ADD ON TO "a" ABOVE) | 20 | LF |
| c | 14' AND DEEPER (ADD ON TO "b" ABOVE) | 10 | LF |
| B | FOR THE ADDITIONAL COST OF FURNISHING, INSTALLING AND REMOVING ACTIVE SHORING AT A PROPOSED MANHOLE | ||
| a | 0-8' DEPTH | 10 | LF |
| b | 8'-14' DEPTH (ADD ON TO "a" ABOVE) | 10 | LF |
| c | 14' AND DEEPER (ADD ON TO "b" ABOVE) | 10 | LF |
| C | FOR FURNISHING, INSTALLING AND REMOVING ACTIVE SHORING AT A RECEIVING PIT | ||
| a | 0'-6' DEPTH | 2 | EA |
| b | 6' AND DEEPER (ADD ON TO "a" ABOVE) | 2 | EA |
| DISMANTLING SEWER SERVICE | |||
| 14 | FOR DISMANTLING EXISTING SEWER SERVICE, REGARDLESS OF DIAMETER, COMPLETE IN PLACE (0'-10' DEPTH IS INCIDENTAL TO THE CONTRACT) | ||
| A | EACH ADDITIONAL FOOT OF DEPTH | 5 | VF |
| B | INSTALL WATER TIGHT CAP OR PLUG ON LATERAL | 2 | EA |
| C | REMOVE LATERAL FROM MH, PLUG MH WATER TIGHT AND REBUILD EXISTING MH SHELF | 2 | EA |
| D | REMOVE CLEANOUT RISER TO 3' BELOW GRADE AND INSTALL WATER TIGHT CAP OR PLUG | 2 | EA |
TOTAL BID SEWER
TOTAL BID COMMON ITEMS
TOTAL BID WATER ITEMS
TOTAL BID SANITARY SEWER ITEMS
SUBTOTAL BID COMBINED
CONTINGENCY ALLOWANCE (10% OF SUBTOTAL)
TOTAL BID COMBINED
&"Times New Roman,Bold"&14
&16FY21 SMALL DIAMETER WATER AND SANITARY SEWER SERVICES - CONTRACT 1&11
&"Arial,Bold"&14
&"Times New Roman,Bold"&14BID FORM
&11FY18 SMALL DIAMETER WATER AND SANITARY SEWER SERVICES, CONTRACT #2
&"Times New Roman,Bold"&14BID FORM
&11FY14 SMALL DIAMETER WATER AND SANITARY SEWER SERVICES, CONTRACT #1
FY21 Small Diameter Water Sewer Services Contract #1 &P
FY21 Small Diameter Water Sewer Services Contract #1 &P
FY18 Small Diameter Water Sewer Services Contract #1 &P
FY21 Small Diameter Water Sewer Services Contract #1 &P
FY21 Small Diameter Water Sewer Services Contract #1 &P
WORKING DOC
BID FORM
FY14 WATER AND SANITARY SEWER SERVICES CONTRACT
| For furnishing all new materials, labor, equipment and all that may be incidental to and for the construction of water and sewer facilities as outlined below: | |||||||||
| ITEM | DESCRIPTION | QUANTITY | UNIT PRICE | TOTAL | DALLAS 1 | RH PRICE | BRS, INC. | AVERAGE | 2 YR CPI ADJUSTMENT |
| SECTION ONE - COMMON ITEMS | ||||||||||||||||||
| FY12 REAL QUANTITY | TOTAL | |||||||||||||||||
| 1 | FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED | 0.0 | FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED | FOR MOBILIZATION TO THE PROJECT SITE, AS SPECIFIED | 0.00 | BID AMOUNT | ||||||||||||
| A | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 3% OF THE TOTAL BID AMOUNT) | 1 | LS | $28,666.67 | $28,666.67 | 1.0 | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 3% OF THE TOTAL BID AMOUNT) | 1.00 | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 3% OF THE TOTAL BID AMOUNT) | 0.00 | 1.00 | "TYPE A" MOBILIZATION (THIS ITEM IS LIMITED TO 3% OF THE TOTAL BID AMOUNT) | $40,000.00 | $ 20,000.00 | $ 20,000.00 | $26,666.67 | 1.075 | $28,666.67 |
| B | "TYPE B" MOBILIZATION | 350 | EA | $492.71 | $172,447.92 | 439.5 | "TYPE B" MOBILIZATION | 334.25 | "TYPE B" MOBILIZATION | 105.25 | 439.50 | "TYPE B" MOBILIZATION | $375.00 | $ 500.00 | $ 500.00 | $458.33 | 1.075 | $492.71 |
| C | "TYPE C" MOBILIZATION | 5 | EA | $89.58 | $447.92 | 2.0 | "TYPE C" MOBILIZATION | 2.00 | "TYPE C" MOBILIZATION | 0.00 | 2.00 | "TYPE C" MOBILIZATION | $100.00 | $ 100.00 | $ 50.00 | $83.33 | 1.075 | $89.58 |
| D | "TYPE D" MOBILIZATION FOR IRRIGATION SERVICES ONLY. | ERROR:#DIV/0! | 0.0 | "TYPE D" MOBILIZATION FOR IRRIGATION SERVICES ONLY. | "TYPE D" MOBILIZATION FOR IRRIGATION SERVICES ONLY. | 0.00 | "TYPE D" MOBILIZATION FOR IRRIGATION SERVICES ONLY. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | FOR SINGLE IRRIGATION SERVICE ADDRESSES ONLY. | 755 | EA | $265.17 | $200,200.83 | 400.5 | FOR SINGLE IRRIGATION SERVICE ADDRESSES ONLY. | 400.50 | FOR SINGLE IRRIGATION SERVICE ADDRESSES ONLY. | 0.00 | 400.50 | FOR SINGLE IRRIGATION SERVICE ADDRESSES ONLY. | $240.00 | $ 250.00 | $ 250.00 | $246.67 | 1.075 | $265.17 |
| b | GROUP DISCOUNT FOR 5-9 CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 9 | EA | $154.08 | $1,386.75 | 0.0 | GROUP DISCOUNT FOR 5-9 CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 0.00 | GROUP DISCOUNT FOR 5-9 CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 0.00 | 0.00 | GROUP DISCOUNT FOR 5-9 CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | $230.00 | $ 50.00 | $ 150.00 | $143.33 | 1.075 | $154.08 |
| c | GROUP DISCOUNT FOR 10 OR MORE CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 11 | EA | $132.58 | $1,458.42 | 0.0 | GROUP DISCOUNT FOR 10 OR MORE CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 0.00 | GROUP DISCOUNT FOR 10 OR MORE CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | 0.00 | 0.00 | GROUP DISCOUNT FOR 10 OR MORE CUSTOMERS, PER ADDRESS IN SAME NEIGHBORHOOD. | $220.00 | $ 50.00 | $ 100.00 | $123.33 | 1.075 | $132.58 |
| 2 | FOR SOLID ROCK EXCAVATION, AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 0.0 | FOR SOLID ROCK EXCAVATION, AS SPECIFIED, COMPLETE IN PLACE | FOR SOLID ROCK EXCAVATION, AS SPECIFIED, COMPLETE IN PLACE | 0.00 | FOR SOLID ROCK EXCAVATION, AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | FOR THE FIRST 5 CY PER PROJECT | 10 | CY | $68.08 | $680.83 | 0.0 | FOR THE FIRST 5 CY PER PROJECT | 0.00 | FOR THE FIRST 5 CY PER PROJECT | 0.00 | 0.00 | FOR THE FIRST 5 CY PER PROJECT | $40.00 | $ 100.00 | $ 50.00 | $63.33 | 1.075 | $68.08 |
| B | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 5 CY PER PROJECT | 50 | CY | $37.63 | $1,881.25 | 0.0 | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 5 CY PER PROJECT | 0.00 | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 5 CY PER PROJECT | 0.00 | 0.00 | FOR ADDITIONAL ROCK EXCAVATION AFTER THE INITIAL 5 CY PER PROJECT | $35.00 | $ 50.00 | $ 20.00 | $35.00 | 1.075 | $37.63 |
| 3 | FOR CUTTING (SAWING) AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 0.0 | FOR CUTTING (SAWING) AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | FOR CUTTING (SAWING) AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | 0.00 | FOR CUTTING (SAWING) AND REPLACING ALL ASPHALTIC PAVEMENT AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 2,000 | LF | $1.43 | $2,866.67 | 4170.0 | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 1712.00 | FOR CUTTING (SAWING) ASPHALT PAVEMENT | 2458.00 | 4170.00 | FOR CUTTING (SAWING) ASPHALT PAVEMENT | $1.00 | $ 1.00 | $ 2.00 | $1.33 | 1.075 | $1.43 |
| B | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | ERROR:#DIV/0! | 0.0 | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | 0.00 | FOR REMOVING AND DISPOSING OF ASPHALT PAVEMENT | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | 0"-3" DEPTH | 100 | SY | $2.69 | $268.75 | 15.1 | 0"-3" DEPTH | 0.00 | 0"-3" DEPTH | 15.11 | 15.11 | 0"-3" DEPTH | $2.00 | $ 2.00 | $ 3.50 | $2.50 | 1.075 | $2.69 |
| b | 3"-6" DEPTH | 250 | SY | $3.40 | $851.04 | 727.3 | 3"-6" DEPTH | 277.36 | 3"-6" DEPTH | 449.97 | 727.33 | 3"-6" DEPTH | $3.00 | $ 2.00 | $ 4.50 | $3.17 | 1.075 | $3.40 |
| c | FOR EACH ADDITIONAL 3-INCH DEPTH OF REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT (will be in addition to item (b) above) | 100 | SY | $2.87 | $286.67 | 157.6 | FOR EACH ADDITIONAL 3-INCH DEPTH OF REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT (will be in addition to item (b) above) | 101.42 | FOR EACH ADDITIONAL 3-INCH DEPTH OF REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT (will be in addition to item (b) above) | 56.22 | 157.64 | FOR EACH ADDITIONAL 3-INCH DEPTH OF REMOVAL AND DISPOSAL OF ASPHALT PAVEMENT (will be in addition to item (b) above) | $3.00 | $ 2.00 | $ 3.00 | $2.67 | 1.075 | $2.87 |
| C | FOR REPLACING ASPHALT PAVEMENT (INCLUDING I-2) | ERROR:#DIV/0! | 0.0 | FOR REPLACING ASPHALT PAVEMENT (INCLUDING 1-2) | FOR REPLACING ASPHALT PAVEMENT (INCLUDING 1-2) | 0.00 | FOR REPLACING ASPHALT PAVEMENT (INCLUDING 1-2) | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | 6-INCH DEPTH | 100 | SY | $35.12 | $3,511.67 | 18.9 | 6-INCH DEPTH | 18.88 | 6-INCH DEPTH | 0.00 | 18.88 | 6-INCH DEPTH | $30.00 | $ 26.00 | $ 42.00 | $32.67 | 1.075 | $35.12 |
| b | 8-INCH DEPTH | 250 | SY | $49.09 | $12,272.92 | 800.8 | 8-INCH DEPTH | 286.25 | 8-INCH DEPTH | 514.53 | 800.78 | 8-INCH DEPTH | $50.00 | $ 36.00 | $ 51.00 | $45.67 | 1.075 | $49.09 |
| D | FOR ADDITIONAL 4-INCH DEEP BINDER COURSE (WILL BE IN ADDITION TO ITEMS C. (a) or (b) above) | 100 | SY | $12.54 | $1,254.17 | 55.1 | FOR ADDITIONAL 4-INCH DEEP BINDER COURSE (WILL BE IN ADDITION TO ITEMS C. (a) or (b) above) | 0.00 | FOR ADDITIONAL 4-INCH DEEP BINDER COURSE (WILL BE IN ADDITION TO ITEMS C. (a) or (b) above) | 55.10 | 55.10 | FOR ADDITIONAL 4-INCH DEEP BINDER COURSE (WILL BE IN ADDITION TO ITEMS C. (a) or (b) above) | $10.00 | $ 18.00 | $ 7.00 | $11.67 | 1.075 | $12.54 |
| E | FOR 1-INCH DEPTH OF I-2 OVERLAY (Surface Course) | 50 | SY | $8.24 | $412.08 | 0.0 | FOR 1-INCH DEPTH OF 1-2 OVERLAY (Surface Course) | 0.00 | FOR 1-INCH DEPTH OF 1-2 OVERLAY (Surface Course) | 0.00 | 0.00 | FOR 1-INCH DEPTH OF 1-2 OVERLAY (Surface Course) | $12.00 | $ 8.00 | $ 3.00 | $7.67 | 1.075 | $8.24 |
| F | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine - contractor's option) | 10 | LF | $10.39 | $103.92 | 0.0 | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine - contractor's option) | 0.00 | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine - contractor's option) | 0.00 | 0.00 | FOR REMOVING AND REPLACING ROLL TYPE FULL DEPTH COMPACTED ASPHALT CURBING (hand placed or by machine - contractor's option) | $6.00 | $ 10.00 | $ 13.00 | $9.67 | 1.075 | $10.39 |
| 4 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 0.0 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | 0.00 | FOR CUTTING (SAWING) AND REPLACING CONCRETE DRIVEWAYS AND WALKWAYS, AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | FOR CUTTING (SAWING) CONCRETE | 200 | LF | $2.51 | $501.67 | 282.0 | FOR CUTTING (SAWING) CONCRETE | 232.00 | FOR CUTTING (SAWING) CONCRETE | 50.00 | 282.00 | FOR CUTTING (SAWING) CONCRETE | $3.00 | $ 2.00 | $ 2.00 | $2.33 | 1.075 | $2.51 |
| B | FOR REMOVING & DISPOSING OF CONCRETE | ERROR:#DIV/0! | 0.0 | FOR REMOVING & DISPOSING OF CONCRETE | FOR REMOVING & DISPOSING OF CONCRETE | 0.00 | FOR REMOVING & DISPOSING OF CONCRETE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | 0"-4"DEPTH | 100 | SY | $4.30 | $430.00 | 54.7 | 0"-4"DEPTH | 52.93 | 0"-4"DEPTH | 1.80 | 54.73 | 0"-4"DEPTH | $2.00 | $ 4.00 | $ 6.00 | $4.00 | 1.075 | $4.30 |
| b | 4"-8" DEPTH | 100 | SY | $4.84 | $483.75 | 16.4 | 4"-8" DEPTH | 5.15 | 4"-8" DEPTH | 11.26 | 16.41 | 4"-8" DEPTH | $3.00 | $ 4.00 | $ 6.50 | $4.50 | 1.075 | $4.84 |
| c | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item (b) Above) | 50 | SY | $3.23 | $161.25 | 0.8 | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item (b) Above) | 0.78 | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item (b) Above) | 0.00 | 0.78 | FOR EACH ADDITIONAL 2-INCH DEPTH OF REMOVAL AND DISPOSAL OF CONCRETE (Will be in addition to Item (b) Above) | $2.00 | $ 4.00 | $ 3.00 | $3.00 | 1.075 | $3.23 |
| C | FOR REPLACING CONCRETE | ERROR:#DIV/0! | 0.0 | FOR REPLACING CONCRETE | FOR REPLACING CONCRETE | 0.00 | FOR REPLACING CONCRETE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | 4" DEPTH | 75 | SY | $41.03 | $3,077.19 | 57.4 | 4" DEPTH | 42.96 | 4" DEPTH | 14.39 | 57.35 | 4" DEPTH | $40.00 | $ 40.00 | $ 34.50 | $38.17 | 1.075 | $41.03 |
| b | 5" DEPTH | 75 | SY | $36.01 | $2,700.94 | 1.7 | 5" DEPTH | 1.67 | 5" DEPTH | 0.00 | 1.67 | 5" DEPTH | $40.00 | $ 45.00 | $ 15.50 | $33.50 | 1.075 | $36.01 |
| c | 6"DEPTH | 75 | SY | $40.67 | $3,050.31 | 0.0 | 6"DEPTH | 0.00 | 6"DEPTH | 0.00 | 0.00 | 6"DEPTH | $45.00 | $ 50.00 | $ 18.50 | $37.83 | 1.075 | $40.67 |
| d | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item (b) or (c) Above) | 50 | SY | $8.24 | $412.08 | 15.0 | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item (b) or (c) Above) | 0.00 | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item (b) or (c) Above) | 15.00 | 15.00 | FOR EACH ADDITIONAL 2-INCH DEPTH OF CONCRETE REPLACEMENT (Will be in addition to Item (b) or (c) Above) | $5.00 | $ 10.00 | $ 8.00 | $7.67 | 1.075 | $8.24 |
| 5 | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 100 | LF | $21.86 | $2,185.83 | 20.0 | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 10.00 | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | 10.00 | 20.00 | FOR CUTTING AND REPLACING CONCRETE CURB AND GUTTER, AS SPECIFIED, COMPLETE IN PLACE | $20.00 | $ 20.00 | $ 21.00 | $20.33 | 1.075 | $21.86 |
| 6 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | 200 | CY | $24.37 | $4,873.33 | 53.6 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | 15.50 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | 38.14 | 53.64 | FOR FURNISHING SELECT BACKFILL MATERIAL, AS SPECIFIED, COMPLETE IN PLACE | $20.00 | $ 20.00 | $ 28.00 | $22.67 | 1.075 | $24.37 |
| 7 | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | 8,000 | SY | $0.72 | $5,733.33 | 8806.3 | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | 7786.30 | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | 1020.00 | 8806.30 | FOR FERTILIZING, SEEDING AND MULCHING, AS SPECIFIED, COMPLETE IN PLACE | $0.50 | $ 1.00 | $ 0.50 | $0.67 | 1.075 | $0.72 |
| 8 | FOR CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | 150 | SY | $1.08 | $161.25 | 20.0 | FOR CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | 20.00 | FOR CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | 0.00 | 20.00 | FOR CLEARING RIGHT-OF-WAY AND GRUBBING UNDERBRUSH, AS SPECIFIED | $1.00 | $ 1.00 | $ 1.00 | $1.00 | 1.075 | $1.08 |
| 9 | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL DEVICES, AS SPECIFIED | ERROR:#DIV/0! | 0.0 | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL DEVICES, AS SPECIFIED | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL DEVICES, AS SPECIFIED | 0.00 | FOR CONSTRUCTING AND MAINTAINING VARIOUS EROSION CONTROL DEVICES, AS SPECIFIED | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | SILT FENCE | 200 | LF | $1.08 | $215.00 | 0.0 | SILT FENCE | 0.00 | SILT FENCE | 0.00 | 0.00 | SILT FENCE | $1.00 | $ 1.00 | $ 1.00 | $1.00 | 1.075 | $1.08 |
| B | STONE SILT CHECK DAM | 15 | EA | $10.75 | $161.25 | 0.0 | STONE SILT CHECK DAM | 0.00 | STONE SILT CHECK DAM | 0.00 | 0.00 | STONE SILT CHECK DAM | $5.00 | $ 20.00 | $ 5.00 | $10.00 | 1.075 | $10.75 |
| C | TEMPORARY INLET PROTECTION | 1 | EA | $30.46 | $30.46 | 0.0 | TEMPORARY INLET PROTECTION | 0.00 | TEMPORARY INLET PROTECTION | 0.00 | 0.00 | TEMPORARY INLET PROTECTION | $40.00 | $ 40.00 | $ 5.00 | $28.33 | 1.075 | $30.46 |
| D | EROSION CONTROL BLANKET/JUTE NETTING | 100 | SY | $2.15 | $215.00 | 245.0 | EROSION CONTROL BLANKET/JUTE NETTING | 245.00 | EROSION CONTROL BLANKET/JUTE NETTING | 0.00 | 245.00 | EROSION CONTROL BLANKET/JUTE NETTING | $2.00 | $ 2.00 | $ 2.00 | $2.00 | 1.075 | $2.15 |
| 10 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | 100 | SY | $8.06 | $806.25 | 0.0 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | 0.00 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | 0.00 | 0.00 | FOR REPLACING C. A. B. C. STONE OR PIT GRAVEL DRIVES, SHOULDERS, AND ROAD, AS SPECIFIED, COMPLETE | $5.00 | $ 10.00 | $ 7.50 | $7.50 | 1.075 | $8.06 |
| 11 | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | ERROR:#DIV/0! | 0.0 | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | 0.00 | FOR LOCATING EXISTING UNDERGROUND UTILITIES, AS SPECIFIED | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | LOCATING UTILITIES BY HAND OR BY MECHANICAL MEANS, AS SPECIFIED | ERROR:#DIV/0! | 0.0 | LOCATING UTILITIES BY HAND OR BY MECHANICAL MEANS, AS SPECIFIED | LOCATING UTILITIES BY HAND OR BY MECHANICAL MEANS, AS SPECIFIED | 0.00 | LOCATING UTILITIES BY HAND OR BY MECHANICAL MEANS, AS SPECIFIED | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| a | LOCATING GAS MAINS | 150 | EA | $12.54 | $1,881.25 | 219.0 | LOCATING GAS MAINS | 175.00 | LOCATING GAS MAINS | 44.00 | 219.00 | LOCATING GAS MAINS | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| b | LOCATING PHONE (FIBER OPTICS) CABLES | 60 | EA | $12.54 | $752.50 | 58.0 | LOCATING PHONE (FIBER OPTICS) CABLES | 49.00 | LOCATING PHONE (FIBER OPTICS) CABLES | 9.00 | 58.00 | LOCATING PHONE (FIBER OPTICS) CABLES | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| c | LOCATING PHONE (NON-FIBER OPTICS) CABLES | 100 | EA | $12.54 | $1,254.17 | 177.0 | LOCATING PHONE (NON-FIBER OPTICS) CABLES | 150.00 | LOCATING PHONE (NON-FIBER OPTICS) CABLES | 27.00 | 177.00 | LOCATING PHONE (NON-FIBER OPTICS) CABLES | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| d | LOCATING POWER CABLES | 75 | EA | $12.54 | $940.63 | 95.0 | LOCATING POWER CABLES | 80.00 | LOCATING POWER CABLES | 15.00 | 95.00 | LOCATING POWER CABLES | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| e | LOCATING CABLE TV CABLES | 25 | EA | $12.54 | $313.54 | 42.0 | LOCATING CABLE TV CABLES | 40.00 | LOCATING CABLE TV CABLES | 2.00 | 42.00 | LOCATING CABLE TV CABLES | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| f | LOCATING STORM PIPES | 20 | EA | $7.53 | $150.50 | 1.0 | LOCATING STORM PIPES | 1.00 | LOCATING STORM PIPES | 0.00 | 1.00 | LOCATING STORM PIPES | $10.00 | $ 10.00 | $ 1.00 | $7.00 | 1.075 | $7.53 |
| g | LOCATING WATER MAINS | 10 | EA | $12.54 | $125.42 | 28.0 | LOCATING WATER MAINS | 4.00 | LOCATING WATER MAINS | 24.00 | 28.00 | LOCATING WATER MAINS | $10.00 | $ 10.00 | $ 15.00 | $11.67 | 1.075 | $12.54 |
| h | LOCATING SEWER MAINS | 10 | EA | $7.53 | $75.25 | 2.0 | LOCATING SEWER MAINS | 1.00 | LOCATING SEWER MAINS | 1.00 | 2.00 | LOCATING SEWER MAINS | $10.00 | $ 10.00 | $ 1.00 | $7.00 | 1.075 | $7.53 |
| B | ADDITIONAL COSTS TO PREFORM THE LOCATE BY MECHANICAL VACUUM EXCAVATION (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 11 A) | 50 | EA | $152.29 | $7,614.58 | 7.0 | ADDITIONAL COSTS TO PREFORM THE LOCATE BY MECHANICAL VACUUM EXCAVATION (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 11 A) | 5.00 | ADDITIONAL COSTS TO PREFORM THE LOCATE BY MECHANICAL VACUUM EXCAVATION (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 11 A) | 2.00 | 7.00 | ADDITIONAL COSTS TO PREFORM THE LOCATE BY MECHANICAL VACUUM EXCAVATION (PAYMENT WILL BE MADE IN ADDITION TO ITEMS 11 A) | $100.00 | $ 200.00 | $ 125.00 | $141.67 | 1.075 | $152.29 |
| 12 | FOR MAINTAINING TRAFFIC AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 0.0 | FOR MAINTAINING TRAFFIC AS SPECIFIED, COMPLETE IN PLACE | FOR MAINTAINING TRAFFIC AS SPECIFIED, COMPLETE IN PLACE | 0.00 | FOR MAINTAINING TRAFFIC AS SPECIFIED, COMPLETE IN PLACE | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | 30 | DYS | $182.75 | $5,482.50 | 17.0 | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | 5.00 | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | 12.00 | 17.00 | FOR TWO (2) FULL TIME FLAGGERS WITH PADDLE SIGNS | $210.00 | $ 200.00 | $ 100.00 | $170.00 | 1.075 | $182.75 |
| B | FOR ONE (1) PART TIME FLAGGERS WITH PADDLE SIGNS | 60 | HR | $43.00 | $2,580.00 | 4.0 | FOR ONE (1) PART TIME FLAGGERS WITH PADDLE SIGNS | 4.00 | FOR ONE (1) PART TIME FLAGGERS WITH PADDLE SIGNS | 0.00 | 4.00 | FOR ONE (1) PART TIME FLAGGERS WITH PADDLE SIGNS | $40.00 | $ 30.00 | $ 50.00 | $40.00 | 1.075 | $43.00 |
| C | FOR REFLECTIVE TRAFFIC CONTROL SIGNS (REGARDLESS OF SIZE) | 20 | EA | $25.08 | $501.67 | 16.0 | FOR REFLECTIVE TRAFFIC CONTROL SIGNS (REGARDLESS OF SIZE) | 16.00 | FOR REFLECTIVE TRAFFIC CONTROL SIGNS (REGARDLESS OF SIZE) | 0.00 | 16.00 | FOR REFLECTIVE TRAFFIC CONTROL SIGNS (REGARDLESS OF SIZE) | $15.00 | $ 50.00 | $ 5.00 | $23.33 | 1.075 | $25.08 |
| D | FOR REFLECTIVE 28-INCH TALL TRAFFIC CONES | 20 | EA | $8.96 | $179.17 | 11.0 | FOR REFLECTIVE 28-INCH TALL TRAFFIC CONES | 11.00 | FOR REFLECTIVE 28-INCH TALL TRAFFIC CONES | 0.00 | 11.00 | FOR REFLECTIVE 28-INCH TALL TRAFFIC CONES | $10.00 | $ 10.00 | $ 5.00 | $8.33 | 1.075 | $8.96 |
| E | FOR CONCRETE BARRIERS (BORE PITS) | 100 | LF | $4.30 | $430.00 | 0.0 | FOR CONCRETE BARRIERS (BORE PITS) | 0.00 | FOR CONCRETE BARRIERS (BORE PITS) | 0.00 | 0.00 | FOR CONCRETE BARRIERS (BORE PITS) | $1.00 | $ 10.00 | $ 1.00 | $4.00 | 1.075 | $4.30 |
| F | FOR TYPE B (30"X60") FLASHING ARROW PANEL | 10 | EA | $662.92 | $6,629.17 | 43.0 | FOR TYPE B (30"X60") FLASHING ARROW PANEL | 39.00 | FOR TYPE B (30"X60") FLASHING ARROW PANEL | 4.00 | 43.00 | FOR TYPE B (30"X60") FLASHING ARROW PANEL | $350.00 | $ 500.00 | $ 1,000.00 | $616.67 | 1.075 | $662.92 |
| G | FOR OFF-DUTY POLICE OFFICER WITH MARKED PATROL VEHICLE | 8 | HR | $53.75 | $430.00 | 0.0 | FOR OFF-DUTY POLICE OFFICER WITH MARKED PATROL VEHICLE | FOR OFF-DUTY POLICE OFFICER WITH MARKED PATROL VEHICLE | 0.00 | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | $50.00 | $ 50.00 | $ 50.00 | $50.00 | 1.075 | $53.75 | ||
| 13 | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | ERROR:#DIV/0! | 0.0 | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | FOR MATERIAL/DENSITY TESTING, AS SPECIFIED | 0.00 | SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||
| A | SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | 100 | HR | $38.70 | $3,870.00 | 4.0 | SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | 4.00 | SOILS TECHNICIAN SERVICES (FIELD SERVICES) AS SPECIFIED | 0.00 | 4.00 | LABORATORY TESTING SERVICES, (STANDARD PROCTOR COMPACTION TEST) AS SPECIFIED | $55.00 | $ 50.00 | $ 3.00 | $36.00 | 1.075 | $38.70 |
| B | LABORATORY TESTING SERVICES, (STANDARD PROCTOR COMPACTION TEST) AS SPECIFIED | 25 | EA | $215.00 | $5,375.00 | 4.0 | LABORATORY TESTING SERVICES, (STANDARD PROCTOR COMPACTION TEST) AS SPECIFIED | 4.00 | LABORATORY TESTING SERVICES, (STANDARD PROCTOR COMPACTION TEST) AS SPECIFIED | 0.00 | 4.00 | LIQUIDATED DAMAGES - $400/DAY | $75.00 | $ 200.00 | $ 325.00 | $200.00 | 1.075 | $215.00 |
| 14 | LIQUIDATED DAMAGES - $400/DAY | 0 | DAY | -$430.00 | $0.00 | 0.0 | LIQUIDATED DAMAGES - $400/DAY | 0.00 | LIQUIDATED DAMAGES - $400/DAY | 0.00 | 0.00 | SUBTOTAL BID COMMON ITEMS | -$400.00 | $ (400.00) | $ (400.00) | -$400.00 | 1.075 | -$430.00 |
| $0.00 | 0.0 | 0.00 | CONTINGENCY ALLOWANCE (10% OF SUB-TOTAL) | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||||
| SUBTOTAL BID COMMON ITEMS | $492,782.69 | 0.0 | SUBTOTAL BID COMMON ITEMS | 0.00 | SUBTOTAL BID COMMON ITEMS | 0.00 | 0.00 | TOTAL BID COMMON ITEMS | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | |||||||
| 0.0 | 0.00 | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||||||
| 15 | CONTINGENCY ALLOWANCE (10% OF SUB-TOTAL) | 1 | EA | $49,278.27 | 0.0 | CONTINGENCY ALLOWANCE (10% OF SUB-TOTAL) | CONTINGENCY ALLOWANCE (10% OF SUB-TOTAL) | 0.00 | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | |||||||
| 0.0 | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | |||||||||||||||
| TOTAL BID COMMON ITEMS | $542,060.96 | 0.0 | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | |||||||||||||
| 0.0 | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | |||||||||||||||
| SECTION TWO - WATER | SECTION TWO - WATER | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||||||
| ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||||||||
| 1 | FOR FURNISHING AND INSTALLING 3/4-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 3/4-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 3/4-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||||
| A | 3/4-INCH WATER METER ASSEMBLY | 150 | EA | $375.00 | $56,249.38 | 249.0 | 3/4-INCH WATER METER ASSEMBLY | 249.00 | 3/4-INCH WATER METER ASSEMBLY | $300.00 | $ 375.00 | $ 371.50 | $348.83 | 1.075 | $375.00 | |||
| B | 3/4-INCH COPPER TUBING (TYPE K) | 4,200 | LF | $8.89 | $37,324.00 | 6799.5 | 3/4-INCH COPPER TUBING (TYPE K) | 6799.50 | 3/4-INCH COPPER TUBING (TYPE K) | $11.00 | $ 6.00 | $ 7.80 | $8.27 | 1.075 | $8.89 | |||
| C | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE DEDICATED, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE DEDICATED, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE DEDICATED, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| a | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | 200 | EA | $417.46 | $83,491.67 | 52.0 | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | 52.00 | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | $325.00 | $ 425.00 | $ 415.00 | $388.33 | 1.075 | $417.46 | |||
| b | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | 50 | EA | $392.38 | $19,618.75 | 0.0 | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | 0.00 | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | $300.00 | $ 405.00 | $ 390.00 | $365.00 | 1.075 | $392.38 | |||
| c | 3/4-INCH COPPER TUBING (TYPE K) | 3,500 | LF | $8.89 | $31,103.33 | 1375.5 | 3/4-INCH COPPER TUBING (TYPE K) | 1375.50 | 3/4-INCH COPPER TUBING (TYPE K) | $11.00 | $ 6.00 | $ 7.80 | $8.27 | 1.075 | $8.89 | |||
| D | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE SPLIT, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE SPLIT, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 3/4-INCH IRRIGATION WATER SERVICE SPLIT, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| a | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | 500 | EA | $421.04 | $210,520.83 | 414.0 | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | 414.00 | 3/4-INCH WATER METER ASSEMBLY COMPLETE WITH A 3/4-INCH DUAL CHECK VALVE. | $350.00 | $ 450.00 | $ 375.00 | $391.67 | 1.075 | $421.04 | |||
| b | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | 25 | EA | $403.13 | $10,078.13 | 3.5 | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | 3.50 | 3/4-INCH WATER METER ASSEMBLY COMPLETE W/O A 3/4-INCH DUAL CHECK VALVE. | $325.00 | $ 430.00 | $ 370.00 | $375.00 | 1.075 | $403.13 | |||
| c | 3/4-INCH COPPER TUBING (TYPE K) | 150 | LF | $8.89 | $1,333.00 | 367.5 | 3/4-INCH COPPER TUBING (TYPE K) | 367.50 | 3/4-INCH COPPER TUBING (TYPE K) | $11.00 | $ 6.00 | $ 7.80 | $8.27 | 1.075 | $8.89 | |||
| d | 3/4-INCH BLUE HDPE TUBING (CTS SDR9) | 1,700 | LF | $6.18 | $10,508.13 | 1212.0 | 3/4-INCH BLUE HDPE TUBING (CTS SDR9) | 1212.00 | 3/4-INCH BLUE HDPE TUBING (CTS SDR9) | $10.00 | $ 4.00 | $ 3.25 | $5.75 | 1.075 | $6.18 | |||
| 2 | FOR FURNISHING AND INSTALLING 1-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 1-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 1-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 1-INCH WATER METER ASSEMBLY | 30 | EA | $471.21 | $14,136.25 | 51.0 | 1-INCH WATER METER ASSEMBLY | 51.00 | 1-INCH WATER METER ASSEMBLY | $380.00 | $ 470.00 | $ 465.00 | $438.33 | 1.075 | $471.21 | |||
| B | 1-INCH COPPER TUBING (TYPE K) | 960 | LF | $11.05 | $10,612.40 | 1806.0 | 1-INCH COPPER TUBING (TYPE K) | 1806.00 | 1-INCH COPPER TUBING (TYPE K) | $14.00 | $ 8.00 | $ 8.85 | $10.28 | 1.075 | $11.05 | |||
| 3 | FOR FURNISHING AND INSTALLING 1 1/2-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 1 1/2-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 1 1/2-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 1 1/2-INCH WATER METER ASSEMBLY | 15 | EA | $4,550.83 | $68,262.50 | 16.0 | 1 1/2-INCH WATER METER ASSEMBLY | 16.00 | 1 1/2-INCH WATER METER ASSEMBLY | $4,200.00 | $ 4,100.00 | $ 4,400.00 | $4,233.33 | 1.075 | $4,550.83 | |||
| B | 1 1/2-INCH COPPER TUBING (TYPE K) | 350 | LF | $17.29 | $6,051.35 | 222.0 | 1 1/2-INCH COPPER TUBING (TYPE K) | 222.00 | 1 1/2-INCH COPPER TUBING (TYPE K) | $18.00 | $ 12.00 | $ 18.25 | $16.08 | 1.075 | $17.29 | |||
| C | 1 1/2-INCH HDPE PIPE (IPS SDR9) | 100 | LF | $17.29 | $1,728.96 | 0.0 | 1 1/2-INCH HDPE PIPE (IPS SDR9) | 1 1/2-INCH HDPE PIPE (IPS SDR9) | $18.00 | $ 12.00 | $ 18.25 | $16.08 | 1.075 | $17.29 | ||||
| 4 | FOR FURNISHING AND INSTALLING 2-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 2-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 2-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 2-INCH WATER METER ASSEMBLY | 15 | EA | $4,873.33 | $73,100.00 | 25.0 | 2-INCH WATER METER ASSEMBLY | 25.00 | 2-INCH WATER METER ASSEMBLY | $4,500.00 | $ 4,400.00 | $ 4,700.00 | $4,533.33 | 1.075 | $4,873.33 | |||
| B | 2-INCH COPPER TUBING (TYPE K) | 300 | LF | $23.56 | $7,068.13 | 643.0 | 2-INCH COPPER TUBING (TYPE K) | 643.00 | 2-INCH COPPER TUBING (TYPE K) | $21.00 | $ 20.00 | $ 24.75 | $21.92 | 1.075 | $23.56 | |||
| C | 2-INCH HDPE PIPE (IPS SDR9) | 100 | LF | $23.56 | $2,356.04 | 0.0 | 2-INCH HDPE PIPE (IPS SDR9) | 2-INCH HDPE PIPE (IPS SDR9) | $21.00 | $ 20.00 | $ 24.75 | $21.92 | 1.075 | $23.56 | ||||
| 5 | FOR FURNISHING AND INSTALLING 3-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 3-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 3-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 3- INCH WATER ASSEMBLY | 2 | EA | $12,183.33 | $24,366.67 | 4.0 | 3- INCH WATER ASSEMBLY | 4.00 | 3- INCH WATER ASSEMBLY | $11,200.00 | $ 11,800.00 | $ 11,000.00 | $11,333.33 | 1.075 | $12,183.33 | |||
| B | 3-INCH RESTRAINED JOINT DIP | 50 | LF | $31.44 | $1,572.19 | 90.0 | 3-INCH RESTRAINED JOINT DIP | 90.00 | 3-INCH RESTRAINED JOINT DIP | $22.00 | $ 30.00 | $ 35.75 | $29.25 | 1.075 | $31.44 | |||
| 6 | FOR FURNISHING AND INSTALLING 4-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 4-INCH WATER SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 4-INCH WATER SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 4-INCH WATER ASSEMBLY | 2 | EA | $14,584.17 | $29,168.33 | 3.0 | 4-INCH WATER ASSEMBLY | 3.00 | 4-INCH WATER ASSEMBLY | $13,800.00 | $ 13,700.00 | $ 13,200.00 | $13,566.67 | 1.075 | $14,584.17 | |||
| B | 4-INCH RESTRAINED JOINT DIP | 50 | LF | $25.08 | $1,254.17 | 16.0 | 4-INCH RESTRAINED JOINT DIP | 16.00 | 4-INCH RESTRAINED JOINT DIP | $22.00 | $ 20.00 | $ 28.00 | $23.33 | 1.075 | $25.08 | |||
| 7 | FOR FURNISHING AND INSTALLING 2-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 2-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 2-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 2-INCH FIRELINE ASSEMBLY | 2 | EA | $3,475.83 | $6,951.67 | 1.0 | 2-INCH FIRELINE ASSEMBLY | 1.00 | 2-INCH FIRELINE ASSEMBLY | $2,600.00 | $ 3,600.00 | $ 3,500.00 | $3,233.33 | 1.075 | $3,475.83 | |||
| B | 2-INCH COPPER TUBING (TYPE K) | 100 | LF | $23.92 | $2,391.88 | 14.0 | 2-INCH COPPER TUBING (TYPE K) | 14.00 | 2-INCH COPPER TUBING (TYPE K) | $22.00 | $ 20.00 | $ 24.75 | $22.25 | 1.075 | $23.92 | |||
| C | 2-INCH HDPE PIPE (IPS SDR9) | 100 | LF | $23.92 | $2,391.88 | 0.0 | 2-INCH HDPE PIPE (IPS SDR9) | 2-INCH HDPE PIPE (IPS SDR9) | $22.00 | $ 20.00 | $ 24.75 | $22.25 | 1.075 | $23.92 | ||||
| D | 2-INCH BALL VALVE | 1 | EA | $395.96 | $395.96 | 1.0 | 2-INCH BALL VALVE | 1.00 | 2-INCH BALL VALVE | $325.00 | $ 400.00 | $ 380.00 | $368.33 | 1.075 | $395.96 | |||
| 8 | FOR FURNISHING AND INSTALLING 4-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 4-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 4-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 4-INCH FIRELINE ASSEMBLY | 3 | EA | $3,780.42 | $11,341.25 | 2.0 | 4-INCH FIRELINE ASSEMBLY | 2.00 | 4-INCH FIRELINE ASSEMBLY | $3,400.00 | $ 3,600.00 | $ 3,550.00 | $3,516.67 | 1.075 | $3,780.42 | |||
| B | 4-INCH RESTRAINED JOINT DIP | 35 | LF | $24.81 | $868.51 | 63.0 | 4-INCH RESTRAINED JOINT DIP | 63.00 | 4-INCH RESTRAINED JOINT DIP | $22.00 | $ 20.00 | $ 27.25 | $23.08 | 1.075 | $24.81 | |||
| C | 4-INCH RESILENT SEAT GATE | 1 | EA | $646.79 | $646.79 | 2.0 | 4-INCH RESILENT SEAT GATE | 2.00 | 4-INCH RESILENT SEAT GATE | $600.00 | $ 600.00 | $ 605.00 | $601.67 | 1.075 | $646.79 | |||
| 9 | FOR FURNISHING AND INSTALLING 6-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 6-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 6-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 6-INCH FIRELINE ASSEMBLY | 10 | EA | $4,855.42 | $48,554.17 | 16.0 | 6-INCH FIRELINE ASSEMBLY | 16.00 | 6-INCH FIRELINE ASSEMBLY | $4,200.00 | $ 4,200.00 | $ 5,150.00 | $4,516.67 | 1.075 | $4,855.42 | |||
| B | 6-INCH RESTRAINED JOINT DIP | 400 | LF | $25.03 | $10,011.83 | 439.0 | 6-INCH RESTRAINED JOINT DIP | 439.00 | 6-INCH RESTRAINED JOINT DIP | $20.00 | $ 22.00 | $ 27.85 | $23.28 | 1.075 | $25.03 | |||
| C | 6-INCH RESILENT SEAT GATE | 5 | EA | $756.08 | $3,780.42 | 29.0 | 6-INCH RESILENT SEAT GATE | 29.00 | 6-INCH RESILENT SEAT GATE | $650.00 | $ 700.00 | $ 760.00 | $703.33 | 1.075 | $756.08 | |||
| 10 | FOR FURNISHING AND INSTALLING 8-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING 8-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING 8-INCH FIRELINE SERVICE, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | 8-INCH FIRELINE ASSEMBLY | 1 | EA | $6,378.33 | $6,378.33 | 3.0 | 8-INCH FIRELINE ASSEMBLY | 3.00 | 8-INCH FIRELINE ASSEMBLY | $4,800.00 | $ 5,500.00 | $ 7,500.00 | $5,933.33 | 1.075 | $6,378.33 | |||
| B | 8-INCH RESTRAINED JOINT DIP | 80 | LF | $30.73 | $2,458.17 | 232.0 | 8-INCH RESTRAINED JOINT DIP | 232.00 | 8-INCH RESTRAINED JOINT DIP | $24.00 | $ 26.00 | $ 35.75 | $28.58 | 1.075 | $30.73 | |||
| C | 8-INCH RESILENT SEAT GATE | 1 | EA | $1,042.75 | $1,042.75 | 3.0 | 8-INCH RESILENT SEAT GATE | 3.00 | 8-INCH RESILENT SEAT GATE | $850.00 | $ 1,000.00 | $ 1,060.00 | $970.00 | 1.075 | $1,042.75 | |||
| 11 | FOR FURNISHING AND INSTALLING FIRE HYDRANTS, AS SPECIFIED, COMPLETE IN PLACE. | ERROR:#DIV/0! | 0.0 | FOR FURNISHING AND INSTALLING FIRE HYDRANTS, AS SPECIFIED, COMPLETE IN PLACE. | FOR FURNISHING AND INSTALLING FIRE HYDRANTS, AS SPECIFIED, COMPLETE IN PLACE. | ERROR:#DIV/0! | 1.075 | ERROR:#DIV/0! | ||||||||||
| A | FIRE HYDRANT, 3'-0' MINIMUM BURY. | 10 | EA | $2,782.46 | $27,824.58 | 0.0 | FIRE HYDRANT, 3'-0' MINIMUM BURY. | 0.00 | FIRE HYDRANT, 3'-0' MINIMUM BURY. | $1,990.00 | $ 2,700.00 | $ 3,075.00 | $2,588.33 | 1.075 | $2,782.46 | |||
| B | 6-INCH DUCTILE IRON MJ GATE VALVE (RESTRAINED JOINT) | 10 | EA | $725.63 | $7,256.25 | 0.0 | 6-INCH DUCTILE IRON MJ GATE VALVE (RESTRAINED JOINT) | 0.00 | 6-INCH DUCTILE IRON MJ GATE VALVE (RESTRAINED JOINT) | $800.00 | $ 700.00 | $ 525.00 | $675.00 | 1.075 | $725.63 | |||
| C | 6-INCH 90° RESTRAINED JOINT BEND | 1 | EA | $347.58 | $347.58 | 0.0 | 6-INCH 90° RESTRAINED JOINT BEND | 0.00 | 6-INCH 90° RESTRAINED JOINT BEND | $135.00 | $ 250.00 | $ 585.00 | $323.33 | 1.075 | $347.58 |
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