SCHEDULE OF QUANTITIES AND PRICES

Size: px
Start display at page:

Download "SCHEDULE OF QUANTITIES AND PRICES"

Transcription

1 SCHEDULE OF QUANTITIES AND PRICES BIDDER: SANTA ANA Schedule 33B - City of Santa Ana, 17th Street Crossing BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE MAINTENANCE AND PROTECTION OF TRAFFIC LS 1 $10,000 $10, REMOVE EXISTING FENCE, POST AND FOUNDATION LF 20 $30 $ REMOVE EXISTING CURB AND GUTTER LF 4 $80 $ REMOVE EXISTING CONCRETE PAVEMENT SF 516 $4 $2, DEMOLISH AND REMOVE EXISTING MEDIAN AND CURB SF 285 $10 $2, SAWCUT LF 151 $6 $ REMOVE EXISTING K-RAIL AND RE-USE ON THE PROJECT LF 20 $35 $ REMOVE TREES AND SHRUBS AS REQUIRED TO IMPROVE LINE OF SIGHT LS 1 $2,500 $2,500 BY OTHERS REHAB EXISTING GRADE CROSSING PANELS (BY OTHERS) TF 48 $1,200 $57, THICKENED EDGE SIDEWALK LF 25 $20 $ " AC PAVEMENT SF 640 $11 $7, VARIABLE A.C. PAVEMENT AT END OF CROSSING PANELS PER SCRRA STD. PLAN 2006 SF 120 $15 $1, REMOVE 8" AC PAVEMENT AND COORDINATE WITH OTHERS TO INSTALL THE RAILROAD SIGNAL CONDUCTIVE LOOPS SF 2,085 $3 $6, PLACE 8" AC PAVEMENT WITH GLASS GRID PER SCRRA STD PLAN ES4001, DETAIL B. COORDINATE WITH OTHERS TO INSTALL RAILROAD SIGNAL CONDUCTIVE LOOPS. SF 2,085 $8 $16, " CURB AND GUTTER (EXCAVATION, WASTES OFFSITE, AND BACKFILL SHALL BE CONSIDERED INCIDENTAL WORK) LF 4 $70 $ " FULL DEPTH CONCRETE CURB(EXCAVATION, WASTES OFFSITE AND BACKFILL SHALL BE CONSIDERED INCIDENTAL WORK) LF 121 $25 $3, PCC SIDEWALK WITH #4 W.W.M. (EXCAVATION, WASTES OFFSITE, IMPORT AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) SF 1,414 $20 $28, ADA WALKWAY RAMP (EXCAVATION, WASTES OFFSITE, IMPORT AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) SF 250 $2,000 $500, PLACE STAMPED CONCRETE IN MEDIAN ISLAND. THE UNIT PRICE INCLUDE SAND BACKFILL AS REQUIRED TO PLACE SPECIFIED AC THICKNESS FLUSH WITH TOP OF CURB SF 323 $12 $3, ADJUST UTILITY VAULT, MAN HOLE, VALVE, PULL BOX TO GRADE EA 6 $500 $3, SIGNING LS 1 $5,900 $5, STRIPING LS 1 $10,090 $10, HIGH WELDED WIRE MESH FENCE LF 110 $15 $1, CONSTRUCT HAND RAILING PER APWA STD PLAN 606-2, TYPE B, LENGTH PER PLAN. HANDRAILS SHALL BE POWDER COATED LF 170 $180 $30, SELF CLOSING SWING GATE ASSEMBLY INCLUDING FABRICATION, FOUNDATION, AND INSTALLATION EA 4 $4,000 $16, ADA DETACTABLE WARNING SURFACE SF 60 $45 $2, TRAFFIC SIGNAL IMPROVEMENTS - E. 17TH STREET LS 1 $200,000 $200, RAILROAD SIGNAL AND RR ACTIVE WARNING DEVICES (BY OTHERS) LS 1 $490,000 $490,000 GRADE CROSSING WORK SUBTOTAL $1,405,216 CONTINGENCY $140,522 Schedule 33B - City of Santa Ana, 17th Street Crossing TOTAL $1,545,738 IFB NO. C BF-19 ISSUED: 9/25/2008

2 SCHEDULE OF QUANTITIES AND PRICES BIDDER: ORANGE Schedule 3B - City of Orange, Meats Avenue Crossing BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE MAINTENANCE AND PROTECTION OF TRAFFIC LS 1 $10,000 $10, SAWCUT LF 220 $3 $ REMOVE EXISTING ASPHALT PAVEMENT (4" TO 6" THICKNESS) OTHER THAN THOSE PAVEMENT REMOVALS PAID UNDER BID ITEMS & SF 106 $5 $ REMOVE EXISTING CURB AND GUTTER LF 16 $30 $ DEMOLISH AND REMOVE EXISTING MEDIAN AND CURB SF 190 $10 $1, REMOVE TREES AND SHRUBS AS REQUIRED TO IMPROVE LINE OF SIGHT LS 1 $1,000 $1, " AC PAVEMENT SF 380 $11 $4, VARIABLE A.C. PAVEMENT AT END OF CROSSING PANELS PER SCRRA STD. PLAN 2006 SF 85 $15 $1, REMOVE 8" AC PAVEMENT AND BASE COORDINATE WITH OTHERS TO INSTALL THE RAILROAD SIGNAL CONDUCTIVE LOOPS SF 725 $3 $2, PLACE 8" AC PAVEMENT WITH GLASS GRID PER SCRRA STD PLAN ES4001, DETAIL B. COORDINATE WITH OTHERS TO INSTALL RAILROAD SIGNAL CONDUCTIVE LOOPS. SF 725 $8 $5, REMOVE EXISTING PAVEMENT AND BASE AND PLACE 8" FULL DEPTH AC PAVEMENT SF 382 $15 $5, " CURB AND GUTTER (EXCAVATION, WASTES OFFSITE, AND BACKFILL SHALL BE CONSIDERED INCIDENTAL WORK) LF 16 $60 $ " DOWELED CONCRETE CURB LF 289 $18 $5, PCC SIDEWALK WITH #4 W.W.M. (EXCAVATION, WASTES OFFSITE, IMPORT AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) SF 771 $20 $15, PCC SIDEWALK (EXCAVATION, WASTES OFFSITE, IMPORT, AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) SF 250 $18 $4, PCC CURB RAMP (EXCAVATION, WASTES OFFSITE, IMPORT AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) EA 2 $2,000 $4, ADA WALKWAY RAMP (EXCAVATION, WASTES OFFSITE, IMPORT AND GRADING SHALL BE CONSIDERED INCIDENTAL WORK) SF 330 $20 $6, PLACE STAMPED CONCRETE IN MEDIAN ISLAND. THE UNIT PRICE INCLUDE SAND BACKFILL AS REQUIRED TO PLACE SPECIFIED AC THICKNESS FLUSH WITH TOP OF CURB SF 726 $15 $10, ADJUST UTILITY VAULT, MAN HOLE, VALVE, PULL BOX TO GRADE EA 4 $500 $2, SIGNING LS 1 $4,100 $4, STRIPING LS 1 $6,270 $6, HIGH WELDED WIRE MESH FENCE LF 10 $30 $ DEMOLISH AND REVOME AS REQUIRED TO EXTEND EXISTING CULVERT WITH CAST IN PLACE REINFORCED CONCRETE SIGNAL BOX CULVERT, HEADWALLS AND WINGS WALL INCLUDING STRUCTURAL EXCAVATION AND BACKFILL-MEATS CROSSING LS 1 $30,000 $30, THICKENED EDGE SIDEWALK LF 120 $150 $18, CONSTRUCT HAND RAILING PER A.P.W.A. STD. PLAN 606-2, TYPE B, LENGTH PER PLAN. HANDRAILS SHALL BE POWDER COATED LF 147 $60 $8, SELF CLOSING SWING GATE ASSEMBLY INCLUDING FABRICATION, FOUNDATION, AND INSTALLATION EA 4 $4,000 $16, ADA DETACTABLE WARNING SURFACE SF 95 $45 $4, TRAFFIC SIGNAL IMPROVEMENTS - MEATS AVENUE LS 1 $200,000 $200, RAILROAD SIGNAL AND RR ACTIVE WARNING DEVICES (BY OTHERS) LS 1 $468,000 $468,000 GRADE CROSSING WORK SUBTOTAL $839,067 CONTINGENCY $83,907 Schedule 3B - City of Orange, Meats Avenue Crossing TOTAL $922,974 IFB NO. C BF-19 ISSUED: 9/25/2008

3 ORANGE Schedule 3B - City of Orange, Meats Avenue Crossing PROJECT COST ESTIMATE CTO-JLP036-Rev3 - Orange County Grade Crossings Safety Project Name: Improvements Design Level: Camera Ready Last Updated: 9/25/2008 ITEM DESCRIPTION QUANTITY UNIT TOTAL NOTES COST COST Preferred MOBILIZATION $62,930 DEMOBILIZATION $20,977 CONSTRUCTION SUBTOTAL CONSTRUCTION CONTINGENCY (See Cost Details Page) $839,067 $83,907 SUB-TOTAL: CONSTRUCTION COSTS $1,006,880 CIVIL / STRUCTURAL ENGINEERING: GEOTECHNICAL INVESTIGATION N/A SURVEY / AERIAL MAPPING $1, % of Construction DESIGN & DESIGN SUPPORT $46, % of Construction SIGNALS -RR MOC COSTS $7, % of Signal Construction SIGNAL MAINTENANCE SUPPORT $41,184 8% of Signal Construction DESIGN & DESIGN SUPPORT $48, % of Signal Construction CONSTRUCTION INSPECTION $41,184 8% of Signal Construction RIGHT OF WAY ACQUISITION ENVIRONMENTAL CLEARANCE N/A N/A CONSTRUCTION MANAGEMENT $80,550 8% of Construction AGENCY COSTS $60,413 6% of Construction PROJECT MANAGEMENT $20,138 2% of Construction FLAGGING $70,482 7% of Construction PERMITTING/CITY REQUIREMENTS $20, % of Construction OWNER-PROVIDED MATERIALS N/A SUB-TOTAL ENGINEERING & AGENCY COSTS $438,694 PROJECT CONTINGENCY $72,279 INFLATION Rate: 5.50% # Years: 2.00 $171,555 5% of Construction, Engineering & Agency Costs TOTAL: $1,689,408 UTILITIES (BY OCTA) $ - GRAND TOTAL $1,689,408 SCRRA FORM DPM-05

4 SANTA ANA Schedule 33B - City of Santa Ana, 17th Street Crossing PROJECT COST ESTIMATE CTO-JLP036-Rev3 - Orange County Grade Crossings Safety Project Name: Improvements Design Level: Camera Ready Last Updated: 9/25/2008 ITEM DESCRIPTION QUANTITY UNIT TOTAL NOTES COST COST Preferred MOBILIZATION $105,391 DEMOBILIZATION $35,130 CONSTRUCTION SUBTOTAL CONSTRUCTION CONTINGENCY (See Cost Details Page) $1,405,216 $140,522 SUB-TOTAL: CONSTRUCTION COSTS $1,686,259 CIVIL / STRUCTURAL ENGINEERING: GEOTECHNICAL INVESTIGATION N/A SURVEY / AERIAL MAPPING $2, % of Construction DESIGN & DESIGN SUPPORT $108, % of Construction SIGNALS -RR MOC COSTS $8, % of Signal Construction SIGNAL MAINTENANCE SUPPORT $43,120 8% of Signal Construction DESIGN & DESIGN SUPPORT $51, % of Signal Construction CONSTRUCTION INSPECTION $43,120 8% of Signal Construction RIGHT OF WAY ACQUISITION N/A ENVIRONMENTAL CLEARANCE N/A CONSTRUCTION MANAGEMENT $134,901 8% of Construction AGENCY COSTS $101,176 6% of Construction PROJECT MANAGEMENT $33,725 2% of Construction FLAGGING $118,038 7% of Construction PERMITTING/CITY REQUIREMENTS $33, % of Construction OWNER-PROVIDED MATERIALS N/A SUB-TOTAL ENGINEERING & AGENCY COSTS $678,953 PROJECT CONTINGENCY $118,261 INFLATION Rate: 5.50% # Years: 2.00 $280,694 5% of Construction, Engineering & Agency Costs TOTAL: $2,764,167 UTILITIES (BY OCTA) $ - GRAND TOTAL $2,764,167 SCRRA FORM DPM-05

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29