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BID FORM
JACKSON COUNTY ITB 260048
SR 332 SCHOOL FRONTAGE IMPROVEMENTS& BOONE RD./WEHUNT RD. ROUNDABOUT
BID FORM
JACKSON COUNTY ITB 260048
SR 332 SCHOOL FRONTAGE IMPROVEMENTS& BOONE RD./WEHUNT RD. ROUNDABOUT
THIS BID IS SUBMITTED TO:
Jackson County Board of Commissioners
4965 Jackson Parkway
Jefferson, Georgia 30549
Phone 706-367-1199
(Hereinafter called "OWNER")
THIS BID IS SUBMITTED BY:
(Name)
(Address)
(Telephone)
(Hereinafter called "Bidder") BIDDER, in compliance with the Invitation to Bid for the construction of this project, having examined the Drawings and Specifications with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials and supplies, and to construct the project in accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the price(s) stated below. This price(s) is to cover all expenses including overhead and profit incurred in performing the Work required under the CONTRACT DOCUMENTS, of which this proposal is a part.
| Item No. |
| GDOT Item Code |
| Description |
| Units |
| Estimated Quantity |
| Unit Price |
| Bid Amount |
| 005 |
| 009-3100 |
| AERIAL PHOTOGRAPH DOCUMENTATION |
| MO |
| 12 |
| 010 |
| 150-1000 |
| TRAFFIC CONTROL |
| LS |
| 1 |
| 015 |
| 207-0203 |
| FOUND BKFILL MATL, TP II |
| CY |
| 20 |
| 020 |
| 210-0100 |
| GRADING COMPLETE |
| LS |
| 1 |
| 025 |
| 210-0250 |
| UNDERCUT EXCAVATION |
| CY |
| 2000 |
| 030 |
| 310-1101 |
| GR AGGR BASE CRS, INCL MATL |
| TN |
| 8100 |
| 035 |
| 318-3000 |
| AGGR SURF CRS |
| TN |
| 1652 |
| 040 |
| 402-1802 |
| RECYL AC PATCHING, INCL BM&HL |
| TN |
| 140 |
| 045 |
| 402-1812 |
| RECYL AC LEVELING,INC BM&HL |
| TN |
| 3850 |
| 050 |
| 402-3121 |
| RECYCLED ASPH CONC 25 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME |
| TN |
| 2957 |
| 055 |
| 402-4510 |
| RECY ASPH CONC 12.5 MM SUPERPAVE,GP 2 ONLY, POLYMER-MOD INCL BM & HL |
| TN |
| 1854 |
| 060 |
| 402-3190 |
| RECYD ASPH CONC 19 MM SUPERPAVE, GP 1 OR 2, INCL BITUM MATL & H LIME |
| TN |
| 1183 |
| 065 |
| 413-0750 |
| TACK COAT |
| GL |
| 1971 |
| 070 |
| 432-5010 |
| MILL ASPH CONC PVMT,VARIABLE DEPTH |
| SY |
| 473 |
| 075 |
| 439-0022 |
| PLAIN PC CONC PVMT, CL 3 CONC, 10 INCH THK |
| SY |
| 596 |
| 080 |
| 441-0004 |
| CONC SLOPE PAV, 4 IN |
| SY |
| 33 |
| 085 |
| 441-0016 |
| DRIVEWAY CONCRETE, 6 IN TK |
| SY |
| 124 |
| 090 |
| 441-0303 |
| CONC SPILLWAY, TP 3 |
| EA |
| 3 |
| 095 |
| 441-0108 |
| CONC SIDEWALK, 8 IN |
| SY |
| 511 |
| 100 |
| 441-0754 |
| CONC MEDIAN, 7 1/2 IN |
| SY |
| 2240 |
| 110 |
| 441-5004 |
| CONC HEADER CURB, 10 IN, TP 4 |
| LF |
| 120 |
| 115 |
| 441-6021 |
| CONC CURB & GUTTER/ 8 IN X 30 IN TP 1 |
| LF |
| 254 |
| 120 |
| 441-6222 |
| CONC CURB & GUTTER/ 8 IN X 30 IN TP 2 |
| LF |
| 1447 |
| 125 |
| 441-6745 |
| CONC CURB & GUTTER/ 8 IN X 32 IN TP 9 |
| LF |
| 358 |
| 130 |
| 444-1000 |
| SAWED JTS IN EXIST PVMTS - PCC |
| LF |
| 56 |
| 135 |
| 446-2118 |
| HIGH STRENGTH PVMT REINF FABRIC, 18 IN WIDTH |
| LF |
| 4760 |
| 145 |
| 500-3104 |
| CLASS A CONCRETE SIGNS |
| CY |
| 5 |
| 150 |
| 500-3800 |
| CLASS A CONCRETE, INCL REINF STEEL |
| CY |
| 14 |
| 155 |
| 500-9999 |
| CLASS B CONC, BASE OR PVMT WIDENING |
| CY |
| 6 |
| 160 |
| 511-1000 |
| BAR REINF STEEL |
| LB |
| 0 |
| 165 |
| 600-0001 |
| FLOWABLE FILL |
| CY |
| 10 |
| 170 |
| 632-0003 |
| CHANGEABLE MESS SIGN,PORT,TP 3 |
| EA |
| 6 |
| 175 |
| 634-1200 |
| RIGHT OF WAY MARKERS |
| EA |
| 46 |
| 180 |
| 641-1200 |
| GUARDRAIL, TP W |
| LF |
| 1428 |
| 185 |
| 641-5001 |
| GUARDRAIL ANCHORAGE, TP 1 |
| EA |
| 12 |
| 190 |
| 641-5015 |
| GUARDRAIL TERMINAL, TP 12A, 31 IN, TANGENT, ENERGY-ABSORBING |
| EA |
| 1 |
| 195 |
| 643-8200 |
| BARRIER FENCE (ORANGE), 4 FT |
| LF |
| 210 |
| 200 |
| 161-1000 |
| EROSION CONTROL |
| LS |
| 1 |
| 205 |
| 163-0232 |
| TEMPORARY GRASSING |
| AC |
| 4 |
| 215 |
| 163-0503 |
| CONSTRUCT, MAINTAIN AND REMOVE SILT CONTROL GATE, TP 3 |
| EA |
| 2 |
| 220 |
| 163-0527 |
| CONSTRUCT & REMOVE RIP RAP CHECK DAMS, STONE PLAIN RIP RAP/SAND BAGS |
| EA |
| 80 |
| 225 |
| 163-0528 |
| CONSTRUCT AND REMOVE FABRIC CHECK DAM - TYPE C SILT FENCE |
| LF |
| 12830 |
| 230 |
| 163-0551 |
| CONSTRUCT, MAINTAIN AND REMOVE INLET SEDIMENT TRAP |
| EA |
| 16 |
| 235 |
| 165-0010 |
| MAINT OF TEMP SILT FENCE, TP A (PER DESIGN ENGINEER) |
| LF |
| 750 |
| 240 |
| 165-0030 |
| MAINT OF TEMP SILT FENCE, TP C |
| LF |
| 12830 |
| 245 |
| 165-0041 |
| MAINT OF CHECK DAMS - ALL TYPES |
| LF |
| 1740 |
| 250 |
| 165-0087 |
| MAINTENANCE OF SILT CONTROL GATE, TP 3 |
| EA |
| 2 |
| 255 |
| 165-0105 |
| MAINT OF INLET SEDIMENT TRAP |
| EA |
| 16 |
| 260 |
| 167-1000 |
| WATER QUALITY MONITORING AND SAMPLING |
| EA |
| 8 |
| 265 |
| 167-1500 |
| WATER QUALITY INSPECTIONS |
| MO |
| 12 |
| 270 |
| 171-0010 |
| TEMPORARY SILT FENCE, TYPE A |
| LF |
| 750 |
| 275 |
| 171-0030 |
| TEMPORARY SILT FENCE, TYPE C |
| LF |
| 12830 |
| 280 |
| 603-2181 |
| STN DUMPED RIP RAP, TP 3, 18 IN |
| SY |
| 720 |
| 285 |
| 603-2182 |
| STN DUMPED RIP RAP, TP 3, 24 IN |
| SY |
| 316 |
| 290 |
| 603-7000 |
| PLASTIC FILTER FABRIC |
| SY |
| 1036 |
| 295 |
| 700-7000 |
| AGRICULTURAL LIME |
| TN |
| 11 |
| 300 |
| 700-0200 |
| GRASSING COMPLETE |
| LS |
| 1 |
| 305 |
| 700-6910 |
| PERMANENT GRASSING |
| AC |
| 2 |
| 310 |
| 700-8000 |
| FERTILIZER MIXED GRADE |
| TN |
| 5 |
| 315 |
| 700-8100 |
| FERTILIZER NITROGEN CONTENT |
| LB |
| 645 |
| 325 |
| 711-0200 |
| TURF REINFORCING MATTING, TP 2 |
| SY |
| 4382 |
| 330 |
| 711-0300 |
| TURF REINFORCING MATTING, TP 3 |
| SY |
| 1496 |
| 335 |
| 550-2180 |
| SIDE DRAIN PIPE, 18 IN, H 1-10 |
| LF |
| 72 |
| 340 |
| 550-2240 |
| SIDE DRAIN PIPE, 24 IN, H 1-10 |
| LF |
| 86 |
| 345 |
| 550-2420 |
| SIDE DRAIN PIPE, 42 IN, H 1-10 |
| LF |
| 60 |
| 350 |
| 550-3318 |
| SAFETY END SECTION 18 IN, STORM DRAIN, 4:1 SLOPE |
| EA |
| 2 |
| 355 |
| 550-3324 |
| SAFETY END SECTION 24 IN, STORM DRAIN, 4:1 SLOPE |
| EA |
| 2 |
| 360 |
| 550-3618 |
| SAFETY END SECTION 18 IN, SIDE DRAIN, 6:1 SLOPE |
| EA |
| 4 |
| 365 |
| 550-3624 |
| SAFETY END SECTION 24 IN, SIDE DRAIN, 6:1 SLOPE |
| EA |
| 4 |
| 370 |
| 550-3642 |
| SAFETY END SECTION 42 IN, SIDE DRAIN, 6:1 SLOPE |
| EA |
| 4 |
| 375 |
| 550-5180 |
| STORM DRAIN PIPE, 18 IN, CLASS III |
| LF |
| 494 |
| 380 |
| 550-5240 |
| STORM DRAIN PIPE 24 IN, CLASS III |
| LF |
| 123 |
| 385 |
| 550-5420 |
| STORM DRAIN PIPE 42 IN, CLASS III |
| LF |
| 256 |
| 390 |
| 550-4218 |
| FLARED END SECTION, 18 IN, STORM DRAIN |
| EA |
| 2 |
| 391 |
| 550-9000 |
| VIDO INSPECTION |
| LF |
| 197 |
| 395 |
| 573-2006 |
| UNDDR PIPE INCL DRAINAGE AGGR, 6 IN |
| LF |
| 780 |
| 400 |
| 668-1100 |
| CATCH BASIN, GP 1 |
| EA |
| 3 |
| 405 |
| 668-2100 |
| DROP INLET, GP 1 |
| EA |
| 8 |
| 410 |
| 668-2200 |
| DROP INLET, GP 2 |
| EA |
| 4 |
| 415 |
| 668-2110 |
| DROP INLET, GP 1, ADDL DEPTH |
| LF |
| 4 |
| 420 |
| 668-2210 |
| DROP INLET, GP 2, ADDL DEPTH |
| LF |
| 5 |
| 425 |
| 668-4300 |
| STORM SEW MANHOLE, TP 1 |
| EA |
| 1 |
| 430 |
| 636-1033 |
| HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 9 |
| SF |
| 131 |
| 435 |
| 636-1036 |
| HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 |
| SF |
| 191 |
| 440 |
| 636-1041 |
| HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 9 |
| SF |
| 122 |
| 445 |
| 636-1077 |
| HIGHWAY SIGNS, ALUM EXTRUDED PANELS, REFL SHEETING, TP 9 |
| SF |
| 147 |
| 450 |
| 636-2070 |
| GALV STEEL POSTS, TP 7 |
| LF |
| 927 |
| 455 |
| 636-2080 |
| GALV STEEL POSTS, TP 8 |
| LF |
| 108 |
| 460 |
| 636-3000 |
| GALV STEEL STR SHAPE POST |
| LB |
| 908 |
| 465 |
| 636-3010 |
| GROUND-MOUNTED BREAKAWAY SIGN SUPPORT |
| LF |
| 32 |
| 470 |
| 636-9094 |
| PILING IN PLACE, SIGNS, STEEL H, HP 12X53 |
| LF |
| 31 |
| 475 |
| 653-0120 |
| THERMOPLASTIC PVMT MARKING, ARROW, TP 2 |
| EA |
| 18 |
| 480 |
| 653-0296 |
| THERMOPLASTIC PVMT MARKING, WORD, TP 15 |
| EA |
| 4 |
| 485 |
| 653-1704 |
| THERMOPLASTIC SOLID TRAFFIC STRIPE, 24 IN, WHITE |
| LF |
| 394 |
| 490 |
| 653-1804 |
| THERMOPLASTIC SOLID TRAFFIC STRIPE, 8 IN, WHITE |
| LF |
| 205 |
| 495 |
| 653-4830 |
| THERMOPLASTIC SKIP, 18 IN,WHITE |
| GLF |
| 88 |
| 500 |
| 653-6004 |
| THERMOPLASTIC TRAF STRIPING, WHITE |
| SY |
| 397 |
| 505 |
| 653-6006 |
| THERMOPLASTIC TRAF STRIPING, YELLOW |
| SY |
| 1040 |
| 510 |
| 653-8060 |
| WET WEATHER THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN, WHITE |
| LF |
| 10533 |
| 515 |
| 653-8062 |
| WET WEATHER THERMOPLASTIC SOLID TRAFFIC STRIPE, 6 IN, YELLOW |
| LF |
| 11840 |
| 520 |
| 653-8065 |
| WET WEATHER THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN, WHITE |
| GLF |
| 500 |
| 525 |
| 653-8067 |
| WET WEATHER THERMOPLASTIC SKIP TRAFFIC STRIPE, 6 IN, YELLOW |
| GLF |
| 260 |
| 530 |
| 654-1001 |
| RAISED PVMT MARKERS TP 1 |
| EA |
| 232 |
| 535 |
| 654-1003 |
| RAISED PVMT MARKERS TP 3 |
| EA |
| 72 |
| 540 |
| 600-0001 |
| FLOWABLE FILL (For Abandoned Water Mains) |
| CY |
| 63 |
| 545 |
| 670-0000 |
| INSERTION VALVE, 8 IN (670-7220) |
| EA |
| 2 |
| 550 |
| 670-1060 |
| WATER MAIN, 6 IN (670-1060) (CL 350 DIP) |
| LF |
| 30 |
| 555 |
| 670-1080 |
| WATER MAIN, 8 IN (670-1080) (CL 350 DIP) |
| LF |
| 5271 |
| 560 |
| 670-1600 |
| CUT & PLUG EXISTING WATER MAIN (670-1600) |
| EA |
| 8 |
| 565 |
| 670-2060 |
| GATE VALVE, 6 IN (670-2060) |
| EA |
| 1 |
| 570 |
| 670-2080 |
| GATE VALVE, 8 IN (670-2080) |
| EA |
| 15 |
| 575 |
| 670-2700 |
| ABANDONMENT OF WATER VALVES(670-2700) |
| EA |
| 4 |
| 580 |
| 670-3087 |
| TAPPING SLEEVE & VALVE ASSEMBLY, 8 IN X 8 IN (670-3087) |
| EA |
| 2 |
| 585 |
| 670-4000 |
| FIRE HYDRANT (670-4000) |
| EA |
| 10 |
| 590 |
| 670-9255 |
| STEEL CASING, 16 IN (670-9255) JACK & BORE |
| LF |
| 370 |
| 595 |
| 670-9920 |
| REMOVE EXISTING FIRE HYDRANT (670-9920) (INCL ABAN FH VALVE) |
| EA |
| 3 |
| 600 |
| 680-4225 |
| LIGHTING STD, 26-30 FT MH |
| EA |
| 18 |
| 605 |
| 680-5260 |
| LUMINAIRE BRACKET ARM, 8 FT |
| EA |
| 18 |
| 610 |
| 680-6130 |
| LUMINAIRE, TP 3, LED |
| EA |
| 18 |
| 615 |
| 682-1405 |
| CABLE, TP XHHW, AWG NO 8 |
| LF |
| 6600 |
| 620 |
| 682-2110 |
| ELECTRICAL SERVICE POINT |
| EA |
| 1 |
| 625 |
| 682-6222 |
| CONDUIT, NONMETL, TP 2, 2 IN |
| LF |
| 2150 |
| 630 |
| 682-6225 |
| CONDUIT, NONMETL, TP 2, 2 1/2 IN |
| LF |
| 75 |
| 635 |
| 682-9022 |
| ELECTRICAL JUNCTION BOX, REINFORCED PLASTIC MORTAR |
| EA |
| 6 |
| 640 |
| 682-9950 |
| DIRECTIONAL BORE - 3 IN |
| LF |
| 250 |
TOTAL AMOUNT BID
Dollars & Cents ($
Price in Words:
BIDDER hereby agrees to commence work under this contract within ten (10) days of receiving the “Notice to Proceed” from the OWNER and to fully complete WORK within a total construction time of THREE HUNDRED THIRTY (330) consecutive calendar days of the date specified in this "Notice to Proceed".
BIDDER acknowledges receipt of the following addenda:
| Addendum No. |
| Date Received |
BIDDER agrees to perform all of the construction of the project complete with appurtenances and accessory work described in the Specifications and shown on the Drawings for the above scheduled price(s).
The above scheduled price(s) shall include all labor, materials, bailing, shoring, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for.
BIDDER understands that OWNER reserves the right to reject any or all bids and to waive any informalities in the bidding.
BIDDER agrees that his bid shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving bids.
Upon receipt of the written notice of the acceptance of this bid, BIDDER will execute the formal Contract attached within ten (10) days and deliver a surety bond or bonds, as required by the General Conditions. The bid security attached in the sum of five (5%) percent of the total bid is to become the property of the OWNER in the event the Contract and bond are not executed within the time set forth, as liquidated damages for the delay and additional expense to the OWNER caused thereby.
Respectfully Submitted:
Name:
Address:
Phone No.:
FEDERAL TAX NO. OR
SOCIAL SECURITY NO.:
Signature of Principal:
Title:
Date:
Telephone:
ATTEST:
Signature:
Corporate Secretary/Partner/Notary
(SEAL)
Name:
(Please type)
NOTE:
Attest for a corporation must be by the corporate secretary; for a partnership by another partner; for an individual by a Notary.
SR 332 School Frontage Improvements & Boone Rd./Wehunt Rd. Roundabout
T24-075B | ITB 260048 | 04-2026
Bid Form
SR 332 School Frontage Improvements & Boone Rd./Wehunt Rd. Roundabout
T24-075B | ITB 260048 | 04-2026
Bid Form-1