HomeMy WebLinkAboutDavid Mancini & Sons, Inc. (DMSI)ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
1 Mobilization and Demobilization 1 LS 109,000.00 109,000.00
2 General Conditions 1 LS 2,850,000.00 2,850,000.00
3 Bonding 1 LS 1,400,000.00 1,400,000.00
4 Overhead and Profit 1 LS 3,425,000.00 3,425,000.00
5 Maintenance of Traffic 1 LS 382,000.00 382,000.00
6 Survey Stakeout 1 LS 300,000.00 300,000.00
7 As-builts 1 LS 100,000.00 100,000.00
8 Density Testing 1 LS 98,000.00 98,000.00
9 Environmental Compliance (NPDES, SWPPP, Dewatering)1 LS 546,000.00 546,000.00
10 Desilt completed system pipes - post construction 1 LS 218,000.00 218,000.00
11 Desilt completed system structures - post construction 1 LS 130,000.00 130,000.00
9,558,000.00
12 Removal & Disposal of Existing 24" or Smaller Storm Pipe 4,228 LF 88.00 372,064.00
13 Plug Existing 24" or Smaller Storm Pipe 14 EA 8,800.00 123,200.00
14 Removal/Disposal of Existing Drainage Structure 40 EA 4,500.00 180,000.00
15 No Parking Striping w/two No Parking Signs adjacent to North Pump Station 1 LS 246,000.00 246,000.00
16 1 inch Milling 17,500 SY 4.00 70,000.00
17 1 inch of Asphalt Overlay (SP-9.5)28,000 SY 16.00 448,000.00
1,439,264.00
18 Type 7 Manhole w/48" Round Bottom & USF 580 43 EA 23,000.00 989,000.00
19 Type 7 Manhole w/48" x 48" Rect Bottom & USF 580 7 EA 24,000.00 168,000.00
20 Type 7 Manhole w/60" Round Bottom & USF 580 10 EA 25,000.00 250,000.00
21 Type 7 Manhole w/60" x 60" Rect Bottom & USF 580 2 EA 27,000.00 54,000.00
22 Type 7 Manhole w/72" Round Bottom & USF 580 1 EA 27,500.00 27,500.00
23 Type 7 Manhole w/144' Round Bottom w/48" Riser w/USF 580 1 EA 136,000.00 136,000.00
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
24 Type 7 Manhole w/72" Round Bottom w/48"Riser w/USF 580 1 EA 31,000.00 31,000.00
25 Type 7 Manhole w/72" x 72" Rect. Bottom & USF 580 w/48" Riser 2 EA 31,000.00 62,000.00
26 9' x 6' Manhole Control Structure W/USF 580 (2) & Concrete Weir (SWBX)1 EA 94,000.00 94,000.00
27 11' x 11' Manhole Control Structure W/USF 580 (2) & Concrete Weir (NWBX)1 EA 196,000.00 196,000.00
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
STORMWATER STRUCTURES ITEMS
THE PRICE FOR EACH DRAINAGE STRUCTURE CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE APPLICABLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION
BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK,
BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK.
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
ROADWORK ITEMS
THE PRICE FOR EACH ROAD WORK ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS.
ROADWORK ITEMS SUB-TOAL (12 - 17)
GENERAL ITEMS
THE LUMP SUM (LS) PRICES FOR ITEMS SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. COSTS FOR PRE-
CONSTRUCTION SURVEY ARE TO BE INCORPORATED INTO ITEM 1 AS WELL AS PROJECT SIGN(S).
THE LUMP SUM (LS) PRICE FOR (PHASED) CLEARING & STRIPPING SHALL INCLUDE BUT NOT BE LIMITED TO REMOVAL AND PROPER DISPOSAL OF EXISTING GROUND COVERINGS, ASPHALT PAVEMENT OF VARYING DEPTH,
SIDEWALKS, CURB & GUTTER, CONCRETE PAVEMENT, LIMEROCK AND SUBGRADE (WHERE APPLICABLE), TREES AND/OR ALL OTHER ORGANIC MATERIAL FROM RIGHT OF WAY TO RIGHT OF WAY AS NECESSARY TO PERFORM THE
WORK STIPULATED IN THESE CONTRACT DOCUMENTS. THE LUMP SUM PRICE SHALL ALSO INCLUDE BUT NOT BE LIMITED TO REMOVAL, PROTECTION, STORAGE AND REINSTALLATION OF BUS SHELTERS, EXISTING SIGNS, DECORATIVE
STONE, LANDSCAPING, AND SPRINKLER SYSTEMS EXISTING WITHIN THE WORK ZONE. ALL ITEMS SHALL BE RESTORED TO AS EXISTING (SUCH AS EXISTING PAVERS) OR BETTER CONDITION AND AS PER PLANS.
GENERAL ITEMS SUB-TOAL (1 - 11)
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
ADDENDUM # 11
2/7/24
28 Type 7 Manhole w/72" x 48" Rect. Bottom & USF 580 3 EA 26,000.00 78,000.00
29 P-9 Curb Inlet 1 EA 23,000.00 23,000.00
30 P-6 Inlet w/48" Round Bottom 7 EA 26,000.00 182,000.00
31 Replace curb inlet w/New P-5 Inlet Top 3 EA 10,500.00 31,500.00
32 P-4 Inlet w/48" Round Bottom 1 EA 22,500.00 22,500.00
33 8' Diameter Downstream Defender 2 EA 280,000.00 560,000.00
34 60" Conflict Structure w/USF 580 for WM w/SS Split Casing 1 EA 39,000.00 39,000.00
35 60" Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA 39,000.00 39,000.00
36 6'x'4' Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA 40,500.00 40,500.00
3,023,000.00
37 18" A2000 PVC 69 LF 1,191.00 82,179.00
38 24" A2000 PVC 6488 LF 902.00 5,852,176.00
39 30" A2000 PVC 1306 LF 887.00 1,158,422.00
40 36" A2000 PVC 1364 LF 1,102.00 1,503,128.00
41 48" RCP 275 LF 1,250.00 343,750.00
42 72" RCP 6 LF 2,200.00 13,200.00
43 96" RCP 6 LF 3,500.00 21,000.00
44 8' x 6' Concrete Box Culvert 8 LF 3,800.00 30,400.00
9,004,255.00
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
45 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 18" Pipe 69 LF 400.00 27,600.00
46 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 24" Pipe 6488 LF 290.00 1,881,520.00
47 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 30" Pipe 1306 LF 295.00 385,270.00
48 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 36" Pipe 1364 LF 305.00 416,020.00
49 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 48" Pipe 275 LF 385.00 105,875.00
50 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 72" Pipe 6 LF 400.00 2,400.00
51 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 96" Pipe or 8' x 6' Box Culvert 14 LF 755.00 10,570.00
2,829,255.00
52 30" DIP FM 552 LF 1,450.00 800,400.00
53 42" DIP FM 80 LF 2,730.00 218,400.00
54 42" x 30" DIP Reducer 2 EA 68,000.00 136,000.00
55 30" - 45 Deg DIP Bend 10 EA 29,500.00 295,000.00
56 30" x 30" DIP Tee 1 EA 49,000.00 49,000.00
57 30" x 30" DIP "True" Wye 1 EA 233,000.00 233,000.00
58 30" x 18" Reducer 4 EA 34,000.00 136,000.00
59 18" DIP 56 LF 840.00 47,040.00
60 18" Resilient Wedge Flanged Gate Valve 4 EA 69,000.00 276,000.00
61 18" Swing Type Lever & Weight Flanged Check Valve 4 EA 48,000.00 192,000.00
62 18" - 45 Deg DIP Bend 4 EA 7,200.00 28,800.00
2,411,640.00
WITH THE EXCEPTION OF THE FINAL ASPHALT OVERLAY, THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE
ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING & NPDES PERMITS, INCLUDING
THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL,
SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY
OTHER MISCELLANEOUS WORK.
FORCE MAIN ITEMS SUB-TOAL (52 - 62)
OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS
THE PRICE FOR EACH SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL.
OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (45 - 51)
FORCE MAIN ITEMS
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
STORMWATER PIPES ITEMS
THE PRICE FOR EACH DRAINAGE PIPE CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION
BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK,
BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK.
STORMWATER PIPES ITEMS SUB-TOTAL (37 - 44)
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
STORMWATER STRUCTURES ITEMS SUB-TOTAL (18-36)
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
63
Duplex Stormwater Pumping Station (16' L x 16' W x 15' H)2 EA 1,875,000.00 3,750,000.00
64
Duplex Stormwater Pumping Station piping, fittings, valves, & Electrical Components not otherwise mentioned in previous 2 EA 1,370,000.00 2,740,000.00
65 Vault for Duplex Stormwater Pumping Station (8' L x 16' W x 6.8' H)2 EA 178,000.00 356,000.00
66 Vault piping, fittings & valves not otherwise mentioned in previous quantities (DIP FM)2 EA 20,000.00 40,000.00
67 Pump Station electrical components 2 EA 160,000.00 320,000.00
68 Portable Diesel 125 KW Generator 2 EA 268,000.00 536,000.00
69 Provide 3-Phase Power at Each Station Allowance 2 EA 105,000.00 210,000.00
70 SCADA SYSTEM 2 EA 60,000.00 120,000.00
8,072,000.00
71 Connect Existing Drainage Pipe to Proposed Drainage Structure 65 EA 5,100.00 331,500.00
72 Connect Proposed Storm Pipe to Existing Drainage Structure 9 EA 5,200.00 46,800.00
73 Connect Dissimilar storm pipe (24") with MarMac pipe coupler or approved
equal
1 EA 8,100.00 8,100.00
74 Pipe lining of existing storm up 24" Diameter 1,000 LF 400.00 400,000.00
75 Hydroseal of existing joints where directed 50 EA 1,500.00 75,000.00
76 Remove Existing P-5 Inlet to Plug west pipe & Reinstall Inlet 1 EA 4,500.00 4,500.00
77 5' Wide Concrete SW at South Pump Station w/Detectable Warning Surface
min 6" thick
31 SY 250.00 7,750.00
78 Field verify existing inlet and replace w/New Top Slab w/USF 4615-6210 1 EA 9,200.00 9,200.00
79 12" SS Split Casing Sleeve for 8" WM 1 EA 43,900.00 43,900.00
80 12" SS Split Casing Sleeve for 8" SS 3 EA 28,500.00 85,500.00
81 Core existing seawall & Install Proposed 42" Outfall Pipe 2 EA 26,000.00 52,000.00
82 Remove and replace trees, pavers, pavement, irrigation and sod for outfalls 2 LS 44,000.00 88,000.00
83 36" Tideflex Checkmate Valve 1 LS 112,000.00 112,000.00
84 Manatee Grate for 42" Outfall 2 EA 45,000.00 90,000.00
85 Install Rip-Rap w/12" Dia Stone w/Geofabric (or approved equal)64 SY 820.00 52,480.00
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
86 Deflection of Existing Buried Electric ("SL")5 EA 50,000.00 250,000.00
87 Deflection of Existing Gas 1 EA 10,000.00 10,000.00
88 4" WM Deflection - 80 LF 1 EA 29,000.00 29,000.00
89 6" WM Deflection 1 EA 16,000.00 16,000.00
90 8" WM Deflection 6 EA 26,000.00 156,000.00
91 Water Service Relocation 8 EA 11,000.00 88,000.00
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
THE LUMP SUM PRICE OF THIS ITEM SHALL INCLUDE FULL RESTORATION AS PER PLAN. THE FURNISHING OF ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO COMPLETELY INSTALL TWO (2) STORMWATER
PUMPING STATIONS (INCLUDING ALL PIPING, PUMPS, VALVE VAULTS, STRUCTURES, CONTROL PANELS, POWER HOOKUP, INCLUDING ALL NECESSARY INSTALLATION PROCEDURES AS DETERMINED BY THE CONTRACTOR AND FROM
THE FOLLOWING ITEMS AND ACTIVITIES: SHEET PILING, COFFER DAMS, DEWATERING AND DEWATERING PERMITS, FORMS, PROTECTION OF EXCAVATION AT ALL TIMES, SPECIFIC TRAFFIC CONTROL AND SPECIFIC NOTICES TO
ADJACENT PROPERTY OWNERS REGARDING CLOSURES (IF APPLICABLE) AND INCONVENIENCES. FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY TO INSTALL ALL STORMWATER PUMP STATION ELECTRICAL,
COORDINATION WITH FPL FOR NEW SERVICE DROP, POWER VERIFICATION, AND INSTRUMENTATION WORK. INCLUDING, BUT NOT LIMITED TO: PUMP CONTROL PANEL, STARTERS, CABINETS, SCADA-PLC, CONDUITS, WIRE
CABLES, PULL BOXES, POWER RECEPTACLES, SWITCHES, BREAKERS, REINFORCED CONCRETE EQUIPMENT PAD, AND ALL NECESSARY ELECTRICAL CIRCUITS. STRUCTURAL ELEMENTS OR ACTIVITIES SHALL BE PERFORMED
USING THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER TO DEVELOP, CERTIFY, SIGN AND SEAL PLANS FOR THE PUMP STATION STRUCTURES AND SPECIFICALLY FOR ACTIVITIES SUCH AS: FORM
PLACEMENT AND REMOVAL OF STEEL SIZE AND PLACEMENT, POURING METHODS FOR THE SPECIFIC MASS OF CONCRETE, CONCRETE CURING, AND PROTECTION METHODS. INCLUDE ALL COST FOR SURVEYING AND
AS-BUILT PREPARATION, BEDDING MATERIAL, BACKFILL AND TEMPORARY ASPHALT RESTORATION, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, HANDICAP RAMP, BACKFILL LIMEROCK BASE MATERIAL COMPACTION
LABORATORY TEST, PERMANENT TRENCH RESTORATION , MATERIAL TO BE RESTORED TO PROPOSED ELEVATIONS (GRADE TO SLOPE), TESTING, INSPECTION AND OTHER MISCELLANEOUS WORK.
PUMP STATION ITEMS SUB-TOAL (63 - 70)
MISCELLANEOUS ITEMS
THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT
DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, BACKFILL BASE MATERIAL, BACKFILL LIMEROCK
BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. NO ADDITIONAL
COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH.
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
PUMP STATION ITEMS
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
92 SS Lateral Relocation 1 EA 18,000.00 18,000.00
93 Rental of 2 temporary 6000 gpm pumps to provide backup for storm protection 12 MTHS 96,000.00 1,152,000.00
94 Hourly Crew Rate 100 HR 2,000.00 200,000.00
95 City Permit fee 1 EA 10,000.00 10,000.00
3,335,730.00
39,673,144.00
96 1 inch Milling 5,100 SY 4.00 20,400.00
97 1 inch of Asphalt Overlay (SP-9.5)5,100 SY 16.00 81,600.00
102,000.00
98 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 4" Pipe 20 LF 230.00 4,600.00
99 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 6" Pipe 700 LF 250.00 175,000.00
100 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 8" Pipe 3800 LF 245.00 931,000.00
101 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 12" Pipe 10 LF 245.00 2,450.00
1,113,050.00
102 WATER SERVICE CONNECTION (4" DIP) (PER FIG 216)44 EA 14,500.00 638,000.00
103 FIRE SERVICE CONNECTION (6" DIP) (PER FIG 216) (NOT SHOWN ON PLANS)44 EA 14,500.00 638,000.00
104 8" STEEL PIPE (INCLUDES ALL BENDS, FITTINGS, STRAPS, AND ANY OTHER EQUIPMENT OR MATERIAL)350 LF 2,400.00 840,000.00
105 4" DIP (INCLUDES ALL BENDS AND FITTINGS)20 LF 490.00 9,800.00
106 6" DIP (INCLUDES ALL BENDS AND FITTINGS)700 LF 800.00 560,000.00
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
107 8" DIP (INCLUDES ALL BENDS AND FITTINGS)11400 LF 680.00 7,752,000.00
108 12" DIP (INCLUDES ALL BENDS AND FITTINGS)10 EA 2,900.00 29,000.00
109 AIR RELEASE VALVE 5 EA 26,000.00 130,000.00
110 6" GATE VALVE 30 EA 6,200.00 186,000.00
111 8" GATE VALVE 17 EA 8,000.00 136,000.00
112 FIRE HYDRANT ASSEMBLY (PER FIG 307)30 EA 19,000.00 570,000.00
113 CUT-IN CONNECTION TO EXISTING WATERMAIN 3 EA 24,000.00 72,000.00
114 REMOVAL OF EXISTING HYDRANTS 30 EA 6,000.00 180,000.00
115 REMOVAL OF EXISTING ASBESTOS CEMENT PIPE 810 LF 290.00 234,900.00
116 CAP AND GROUT FILL WATERMAINS ABANDONDED WATERMAINS 6" AND LARGER 80 BCY 2,000.00 160,000.00
117 8" REINFORCE SLAB (PER FIG 209) FOR USE WITH WATERMAINS WITH LESS THAN 2.5' COVER 2400 SQF 35.00 84,000.00
118 GEOTEXTILE FABRIC (TENSAR TX5)15000 SY 10.00 150,000.00
119 6" LINE STOP 12 EA 27,000.00 324,000.00
120 8" LINE STOP 12 EA 29,000.00 348,000.00
121 12" LINE STOP 12 EA 32,000.00 384,000.00
122 SAMPLE POINTS 20 EA 9,600.00 192,000.00
TOTAL FOR STORM DRAINAGE PROJECT $
3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY
WATERMAIN ITEMS
WITH THE EXCEPTION OF THE FINAL ASPHALT OVERLAY, THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL
AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE
1. BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING
LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total
2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES.
OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS
THE PRICE FOR EACH SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL.
OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (98 - 101)
WATERMAIN REPLACEMENT PROJECT
ROADWORK ITEMS
THE PRICE FOR EACH ROAD WORK ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
CONTRACT DOCUMENTS. BID PRICE INCLUDES TRAFFIC LOOP REPLACEMENT, IF NEED (INCLUDES ALL PROFESSIONAL WORK AND PERMITTING).
ROADWORK ITEMS SUB-TOAL (96 - 97)
MISCELLANEOUS ITEMS SUB-TOAL (71 - 95)
123 WATER PERMIT FEE 1 EA 10,000.00 10,000.00
124 POLICE MOT FEE 1 EA 10,000.00 10,000.00
13,637,700.00
125 TREE REMOVAL AND REPLACEMENT (INCLUDES COORDINATION AND PERMITTING WITH MD-RER AND ANY
PROFESSIONAL SERVICE, COMPLIANCE WITH ENDANGARED SPECIES ACT AND INSTALLATION OF ROOT BARRIER)
50 EA 3,000.00 150,000.00
150,000.00
15,002,750.00
54,675,894.00 GRAND BID TOTAL (ITEMS 1 - 125)
MISCELLANEOUS ITEMS
THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE
WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL,
MISCELLANEOUS ITEMS SUB-TOAL (125 - 125)
WATERMAIN REPLACEMENT TOTAL (96 - 125)
WATERMAIN ITEMS SUB-TOTAL (102-124)