I-26 Corridor Improvement from Near Exit 136 to Exit 145
Calhoun, Orangeburg County
Bid dateWednesday, September 92:00 pm
Calhoun, Orangeburg County
Bid form · SCDOT
433 advertised pay items from the SCDOT bid form. Open a category to see its items — unit prices appear here once bids open.
| REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 4'X6' | 1 EA | |
| REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X4' | 1 EA | |
| REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X6' | 1 EA | |
| REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 10'X8' |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 2 EA |
| REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 8'X6' | 1 EA |
| 18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 8,490.55 LF |
| 24" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 2,314.35 LF |
| 30" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 1,195.7 LF |
| 36" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 155 LF |
| 42" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 37.95 LF |
| 48" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 4 LF |
| 54" DIAMETER PIPE ADDITIONAL FOUNDATION WORK | 7.35 LF |
| STRUCTURE EXCAVATION FOR CULVERTS | 15,325 CY |
| FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT | 200 LF |
| FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT | 9,106.6 LF |
| FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT | 80 LF |
| FURNISH ADDITIONAL CONDUIT WITHIN DIRECTIONAL BORE | 913 LF |
| FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) | 494 LF |
| CONC. FOR STRUCTURES - CLASS 4000(CULVERT) | 89.2 CY |
| STRUCTURE DRAINAGE SYSTEM | 1 LS |
| 18" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 1,939 LF |
| 24" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 1,543 LF |
| 30" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 926 LF |
| 36" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 1,037 LF |
| 42" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 483 LF |
| 48" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 166 LF |
| 54" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS | 197 LF |
| 18" SMOOTH WALL PIPE | 19,331 LF |
| 24" SMOOTH WALL PIPE | 5,935 LF |
| 30" SMOOTH WALL PIPE | 3,704 LF |
| 36" SMOOTH WALL PIPE | 333 LF |
| 42" SMOOTH WALL PIPE | 253 LF |
| 48" SMOOTH WALL PIPE | 4 LF |
| 54" SMOOTH WALL PIPE | 49 LF |
| LINE EXISTING 18" PIPE | 428 LF |
| LINE EXISTING 24" PIPE | 2,073 LF |
| LINE EXISTING 30" PIPE | 422 LF |
| LINE EXISTING 36" PIPE | 234 LF |
| LINE EXISTING 48" PIPE | 106 LF |
| CLEANING EXISTING PIPE | 1,842 LF |
| CATCH BASIN - TYPE 1 SPECIAL | 7 EA |
| CATCH BASIN -TYPE 9 | 5 EA |
| CATCH BASIN TYPE 25 - SINGLE 4' X 6' BOX | 13 EA |
| CATCH BASIN T-25 - SINGLE 4' X 6' BOX W/MOD. BOX NO.(___) 01 | 12 EA |
| CATCH BASIN TYPE 25 - DOUBLE 4' X 8' BOX | 57 EA |
| CATCH BASIN T-25 - DOUBLE 4' X 8' BOX W/MOD. BOX NO.(___) 01 | 38 EA |
| CATCH BASIN -TYPE 16 | 3 EA |
| CATCH BASIN -TYPE 17 | 3 EA |
| DROP INLET (24" X 36") | 5 EA |
| DROP INLET TYPE 112 | 62 EA |
| DROP INLET TYPE 112 WITH 4X4 BOX | 5 EA |
| DROP INLET TYPE 112 WITH 5X5 BOX | 3 EA |
| DROP INLET TYPE 112 WITH 6X6 BOX | 2 EA |
| DROP INLET TYPE 115 WITH STANDARD 5' X 5' BOX | 3 EA |
| MANHOLE | 11 EA |
| CONCRETE COLLAR FOR UP TO 24" PIPE | 25 EA |
| CONCRETE COLLAR FOR UP TO 36" PIPE | 3 EA |
| CONCRETE COLLAR FOR UP TO 48" PIPE | 1 EA |
| CATCH BASIN T-17 (CONVERT C.B. TYPE 5) | 1 EA |
| BEVELING OF PIPE END | 51 EA |
| 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 7 | 294 LF |
| 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 8 | 246 LF |
| 7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 9 | 301 LF |
| AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC | 3,728 TON |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE B | 2,516 SY |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE C | 125 SY |
| GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B | 6,632 SY |
| FRENCH DRAIN AND WEEP SYSTEM | 1,874 LF |
| INLET STRUCTURE FILTER - TYPE F (WEIGHTED) | 672 LF |
| INLET STRUCTURE FILTER- TYPE F (NON-WEIGHTED) | 672 LF |
| INLET FILTER CLEANING | 132 EA |
| INLET STRUCTURE FILTER - TYPE D1 | 27 EA |
| FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D1 | 54 EA |
| INLET STRUCTURE FILTER - TYPE B | 45 EA |
| INLET STRUCTURE FILTER - TYPE D2 | 45 EA |
| FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 | 47 EA |
| TEMPORARY FLEXIBLE PIPE SLOPE DRAIN - 8" | 4,460 LF |
| BRIDGE CONSTRUCTION ACCESS | 1 LS | |
| REMOVAL OF STRUCTURES & OBSTRUCTIONS | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE 1 | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE 2 | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING BRIDGE | 1 LS | |
| GEOGRID REINFORCEMENT (UNIAXIAL) | 1,660 SY | |
| GEOTEXTILE SOIL REINFORCEMENT | 1,175 SY | |
| STRUCTURE EXCAVATION FOR RETAINING WALL | 19,715 CY | |
| WET & DRY EXCAVATION FOR BRIDGES | 3,479 CY | |
| STONE BRIDGE LIFT MATERIAL | 7,000 TON | |
| GRANULAR BRIDGE LIFT MATERIAL | 1,381 CY | |
| REMOVAL OF I-BEAM SUPPORTS | 74 EA | |
| POWDERCOATING PER MAST ARM OVER GALVANIZED | 4 EA | |
| DESIGN, FURNISH & INSTALL STEEL POLE WITH TWIN MAST ARMS INCLUDING | 2 EA | |
| DESIGN, FURNISH & INSTALL STEEL POLE WITH MAST ARM INCLUDING | 2 EA | |
| CONC. FOR STRUCTURES - CLASS 4000 | 10,692.4 CY | |
| REINF. STEEL FOR STRUCTURES (ROADWAY) | 10,922 LB | |
| REINF. STEEL FOR STRUCTURES (BRIDGE) | 2,512,874 LB | |
| HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) | 11,030 LB | |
| PRESTRESSED CONC. BEAM (TYPE II) | 2,035 LF | |
| PRESTRESSED CONC. BEAM (TYPE III) | 5,802.6 LF | |
| PRESTRESSED CONCRETE BULB TEE BEAM(63"MOD.) | 2,552.9 LF | |
| PRESTRESSED CONCRETE BULB TEE BEAM(65"MOD.) | 4,206.3 LF | |
| STRUCTURAL STEEL (WEATHERING TYPE) | 1 LS | |
| DYNAMIC PILE ANALYZER TEST SET-UP DYNAMIC PILE ANALYZER TEST SETUP | 67 EA | |
| PILE DRIVING SET-UP | 526 EA | |
| PREST. CONC. PILING (24"SQ.) | 2,104 LF | |
| PILE BUILD-UP PREPARATION (24"SQ) | 6 EA | |
| PREDRILLING FOR PREST. CONC. PILING (24"SQ.) | 1,258 LF | |
| PRESTRESSED INDEX PILING (24" SQUARE) | 140 LF | |
| PRESTRESSED PILE POINT (HP12X53) | 306 LF | |
| REINF. PILE TIPS (HP12 X 53) | 34 EA | |
| PREDRILLING FOR STEEL PILE (HP14 X 89) | 960 LF | |
| REINF. PILE TIPS (HP14 X 117) | 34 EA | |
| STEEL H BEARING PILING (HP14 X 89) | 46,959 LF | |
| STEEL H BEARING INDEX PILING (HP14 X 89) | 3,470 LF | |
| STEEL H BEARING PILING (HP14 X 117) | 3,064 LF | |
| STEEL H BEARING INDEX PILING (HP14X 117) | 200 LF | |
| MECH. STAB.EARTH RETAINING WALL BACKFILL(GRANULAR) | 17,545 CY | |
| MECHANICALLY STABILIZED EARTH RETAINING WALL(PANEL FACING) BRIDGE | 22,225 SF | |
| COPING FOR MSE RETAINING WALL(BRIDGE) | 1,603 LF | |
| ELASTOMERIC BEARING | 406 EA | |
| WATERPROOFING | 549.3 SY | |
| PREMASH W-BEAM STRONG POST SYSTEM WSP3 | 7,450 LF | |
| PREMASH W-BEAM BRIDGE CONN TL2 WBBC2 | 14 EACH | |
| MB TRAILING END TREATMENT | 27 EA | |
| PREMASH TRAILING W-BEAM TYPE B 12.5' | 9 EA | |
| PREMASH THRIEBEAM BRIDGE CONN TBBC3 | 1 EA | |
| PREMASH W-BEAM TIGHT CURVED SYSTEM | 207.67 LF | |
| PREMASH W-BEAM MEDIUM SHOP BENT SYSTEM | 755.75 LF | |
| PREMASH SHORT TRIEBEAM BRIDGE CON TBBC2 | 2 EA | |
| RIGHT OF WAY MARKER(REBAR AND CAP) | 321 EA | |
| TURF REINFORCEMENT MATTING (TRM) TYPE 1 | 14.15 MSY | |
| ON-THE-JOB TRAINEE (BRIDGE) | 11,440 HR |
| PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) | 10,055 SF | |
| CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER | 67 EA | |
| FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN | 1,188 SF | |
| FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG | 496.75 SF | |
| FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD | 363.5 SF | |
| MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE | 12 EA | |
| F&I MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON MAST ARM | 12 EA | |
| EXTRUDED PANEL SIGNS - GROUND MOUNTED EXTRUDED | 1,009.25 SF | |
| EXTRUDED PANEL SIGNS- MOUNTED OVERHEAD | 2,313.75 SF | |
| REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-01 ON ROH- | 1 EA | |
| REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-15A ON ROH- | 1 EA | |
| REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-15B ON ROH- | 1 EA | |
| REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-16A ON ROH- | 1 EA | |
| REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-16B ON ROH- | 1 EA | |
| U-SECTION POST FOR SIGN SUPPORTS - 2P | 512 LF | |
| U-SECTION POST FOR SIGN SUPPORTS - 3P | 2,056 LF | |
| U-SECTION POST FOR SIGN BRACING - 2P | 270.67 LF | |
| BREAK-AWAY SIGN SUPPORTS | 25,077 LB | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-02 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-03 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-04 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-05 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-06 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-07 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-08 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-09 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-10 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-11 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-12 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) OH-13 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) SW-01 | 1 EA | |
| OVERHEAD SIGN STRUCTURE NO.(____) SW-02 | 1 EA | |
| REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-01 | 1 EA | |
| REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-15 | 1 EA | |
| REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-16 | 1 EA | |
| VARIABLE MESSAGE SIGN (PERMANENT WITH STRUCTURE) | 4 EA | |
| F&I-PED PUSH BUT.SOLID STATE W/ TONE ASSEM 9"X15"&SIGN (R-10-3E or R10- | 8 EA |
| REMOVAL OF EXIST. GUARDRAIL | 13,602 LF | |
| PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 3-70 MPH | 46 EA | |
| ANCHOR KIT - PORT. ATTENUATOR(TEST LEVEL 3) 70MPH | 327 EA | |
| TEMPORARY CONCRETE BARRIER - UNANCHORED | 111,150 LF | |
| TEMP CONC BARRIER WITH ANCHORAGE FOR BRIDGE DECKS | 1,200 LF | |
| TEMPORARY POLYETHYLENE WATER-FILLED BARRIER | 650 LF | |
| 42" MASH CONCRETE BARRIER PARAPET/RAILING WALL | 4,953.3 LF | |
| 56" CONCRETE MEDIAN BARRIER (TL-5)-BRIDGE 1 | 350 LF | |
| MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 | 21 EA | |
| MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 | 10 EA | |
| FLUME INLET AT GUARDRAIL (HANDWORK) | 32 EA | |
| NON-MOW STRIP UNDER GUARDRAIL | 354.12 SY | |
| 2' CRASH CUSHION 3A | 3 EA | |
| 36SS REINFORCED BARRIER WALL | 11,996 LF | |
| 46SS REINFORCED BARRIER WALL | 10,613 LF | |
| 56SS REINFORCED BARRIER WALL | 25,569 LF | |
| 56ZOI VF BARRIER MEDIAN SYSTEM | 730 LF | |
| WOVEN WIRE FENCE - TYPE 6 WITH 2 STRANDS BARBED | 34,600 LF | |
| BRIDGE FENCE | 1 LS | |
| 72" CHAIN LINK FENCE 72" CHAIN-LINK FENCE | 108,562 LF | |
| SILT FENCE | 56,100 LF | |
| REPLACE/REPAIR SILT FENCE | 5,610 LF | |
| FLOATING TURBIDITY BARRIER-MEDIUM DUTY | 500 SF | |
| REMOVAL OF SILT RETAINED BY SILT FENCE | 14,025.5 LF | |
| 82SS REINFORCED BARRIER WALL | 9,857 LF | |
| 97SS REINFORCED BARRIER WALL | 4,188 LF |
| PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" WHITE BROKEN LINES | 19,230 LF | |
| PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" YELLOW BROKEN LINES | 1,145 LF | |
| PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 6" WHITE BROKEN LINES | 329,480 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-4"WHITE SOLID LINE | 403,065 LF | |
| PAVEMENT MARKING(TEMP.-THERMOPLASTIC)4" YELLOW SOLID LINES | 433,550 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-6"WHITE SOLID LINE | 1,908,685 LF | |
| PAVEMENT MARKINGS(TEMP-THERMOPLASTIC)-6" YELLOW SOLID LINES | 1,709,145 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-8"WHITE SOLID LINE | 50,000 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)12"WHITE SOLID LINE | 62,785 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)24"WHITE SOLID LINE | 4,565 LF | |
| PAVEMENT MARKINGS (TEMP-THERMOPLASTIC) 24” X 36” WHITE TRIANGLE | 5,000 LF | |
| PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-WHITE SINGLE ARROW | 23 EA | |
| PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE LANE DROP ARROWS | 3 EA | |
| PAVEMENT MARKINGS(TEMPORARY-THERMOPLASTIC)-WHITE WORD 'ONLY | 21 EA | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT | 403,065 LF | |
| 6" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT | 1,908,685 LF | |
| 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT | 4,565 LF | |
| 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 58,377 LF | |
| 6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. | 133,054 LF | |
| 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 30,629 LF | |
| 6" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. | 130,985 LF | |
| DELINEATORS, SINGLE, MONO., INCL. SUPPORTS | 120 EA | |
| DELINEATORS, DOUBLE, MONO., INCL. SUPPORTS | 59 EA |
| REMOVAL & DISPOSAL OF CABLE BARRIER | 41,847 LF | |
| FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL | 4 EA | |
| FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE | 1,580 LF | |
| FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD | 2 EA | |
| FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 01 | 35 EA | |
| F&I - COUNTDOWN PEDESTRIAN SIGNAL HEAD | 8 EA | |
| REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT | 1 LS | |
| TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT | 8 EA | |
| FURNISH & INSTALL RADAR FOR STOP BAR DETECTION, INC 150' CABLE & | 8 EA | |
| FURNISH & INSTALL RADAR DETECTION CABLE TO CROSS ROADWAY | 3,580 LF | |
| 48" X 48" JUNCTION BOX | 12 EA | |
| 60" X 60" JUNCTION BOX | 2 EA | |
| JUNCTION BOX - CONVERT CB T-12 | 5 EA | |
| SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) | 7,215 SY | |
| MEDIAN CABLE BARRIER | 7,493 LF | |
| CABLE BARRIER END ANCHOR | 10 EA |
| REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT | 109,518 SY | |
| HMA SHOULDER WIDENING COURSE | 400 TON | |
| PRIME COAT | 128,362.59 GAL | |
| LIQUID ASPHALT BINDER PG64-22 | 19,732 TON | |
| LIQUID ASPHALT BINDER PG76-22 | 5,447 TON | |
| MILLING EXISTING ASPHALT PAVEMENT 2.0" | 284,973 SY | |
| MILLING EXISTING ASPHALT PAVEMENT 4.0" | 46,571 SY | |
| MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) | 2,340 SY | |
| ASPHALT BASE COURSE - TYPE A | 219,049 TON | |
| ASPHALT BASE COURSE - TYPE B | 38,732.5 TON | |
| ASPHALT INTERMEDIATE COURSE TYPE B | 155,817.35 TON | |
| ASPHALT SURFACE COURSE TYPE B | 21,450.1 TON | |
| ASPHALT SURFACE COURSE TYPE E | 13,477 TON | |
| STONE MATRIX ASPHALT SURFACE COURSE - 9.5 MM | 85,519 TON |
| SMALL PUBLIC WATER RELOCATION NO. ____ CALHOUN COUNTY WATER | 1 EA | |
| LARGE PUBLIC WATER RELOCATION NO. ____ ORANGEBURG DPU WATER | 1 EA | |
| CLEARING & GRUBBING WITHIN RIGHT OF WAY | 1 LS | |
| REMOVAL & DISPOSAL OF CONTAMINATED SOIL | 100 TON | |
| UNCLASSIFIED EXCAVATION | 785,387.617 CY | |
| BORROW EXCAVATION | 835,713.568 CY | |
| BORROW PIT SET-UP | 1 LS | |
| MUCK EXCAVATION | 65,294 CY | |
| GEOTEXTILE, SEPARATION | 13,000 SY | |
| FINE GRADING | 506,032 SY | |
| FLOWABLE FILL | 618 CY |
| REMOVAL & DISPOSAL OF CONTAMINATED LIQUIDS | 400 GAL | |
| REMOVAL & DISPOSAL ITEM NO. 01 | 1 LS | |
| REMOVAL & DISPOSAL ITEM NO. 02 | 1 LS | |
| REMOVAL & DISPOSAL ITEM NO. 03 | 1 LS | |
| REMOVAL & DISPOSAL ITEM NO. 04 | 1 LS | |
| REMOVAL & DISPOSAL ITEM NO. 05 | 1 LS | |
| REMOVAL & DISPOSAL OF EXISTING PAVEMENT | 1,613 SY |
| DRIVEWAY PAVING-SURFACE TYPE B | 400 TON | |
| 6"YELLOW SOLID LINES ON CURB/MED.-HIGH BUILD PAINT-25 MIL. | 1,248 LF | |
| 4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) | 355 LF | |
| CONCRETE GUTTER-TYPE 6 | 5,000 LF | |
| CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE | 1,988 LF | |
| CONCRETE SIDEWALK(4" UNIFORM) | 2,952 SY | |
| CONCRETE MEDIAN | 265 SY |
| FERTILIZER (NITROGEN) | 32,445.28 LB | |
| FERTILIZER (PHOSPHORIC ACID) | 32,445.28 LB | |
| FERTILIZER (POTASH) | 32,445.28 LB | |
| TEMPORARY EROSION CONTROL BLANKET (ECB) | 263.23 MSY | |
| HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 1 | 481.92 ACRE | |
| HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 | 160.64 ACRE | |
| SEDIMENT TUBES FOR DITCH CHECKS | 19,437 LF |
| LAW ENFORCEMENT OFFICER (DPS) | 10,000 HR | |
| TRAFFIC CONTROL | 1 LS | |
| BARRICADE - TYPE III | 2,096 LF | |
| TEMPORARY GLARE SCREENS FOR TRAFFIC CONTROL | 28,000 LF | |
| WORK ZONE ITS | 1 LS | |
| TEMPORARY BARRIER FENCE (ORANGE) | 9,040 LF |
| GEOGRID STABILIZATION | 13,000 SY | |
| GRADED AGGREGATE BASE COURSE (6" UNIFORM) | 457,263 SY | |
| GRADED AGGREGATE BASE COURSE (8" UNIFORM) | 46,354 SY | |
| AGRICULTURAL GRANULAR LIME | 772,176 LB | |
| AGGREGATE NO.5 OR 57 FOR EROSION CONTROL | 463 TON | |
| STABILIZED CONSTRUCTION ENTRANCE | 8,633 SY |
| MOBILIZATION | 1 LS | |
| MOBILIZATION - SUBCONTRACTOR | 1 LS |
| BONDS AND INSURANCE | 1 LS | |
| RAILROAD INSURANCE NS | 1 LS | |
| CONSTRUCTION STAKES, LINES & GRADES | 1 EA | |
| UTILITY STAKING | 1 LS | |
| CROSS SLOPE VERIFICATION | 1 LS | |
| CPM PROGRESS SCHEDULE | 1 LS | |
| TEMPORARY SHORING SYSTEM 09 | 71 LF | |
| TEMPORARY SHORING SYSTEM 10 | 70 LF | |
| TEMPORARY SHORING SYSTEM 11 | 54 LF | |
| TEMPORARY SHORING SYSTEM 12 | 71 LF | |
| TEMPORARY SHORING SYSTEM 13 | 68 LF | |
| TEMPORARY SHORING SYSTEM 14 | 160 LF | |
| TEMPORARY SHORING SYSTEM 15 | 160 LF | |
| TEMPORARY SHORING SYSTEM 16 | 40 LF | |
| TEMPORARY SHORING SYSTEM 17 | 40 LF | |
| TEMPORARY SHORING SYSTEM 18 | 40 LF | |
| TEMPORARY SHORING SYSTEM 19 | 40 LF | |
| TEMPORARY SHORING SYSTEM 20 | 405 LF | |
| TEMPORARY SHORING SYSTEM 21 | 180 LF | |
| TEMPORARY SHORING SYSTEM 22 | 180 LF | |
| TEMPORARY SHORING SYSTEM 23 | 102 LF | |
| TEMPORARY SHORING SYSTEM 24 | 102 LF | |
| TEMPORARY SHORING SYSTEM 25 | 83 LF | |
| TEMPORARY SHORING SYSTEM 26 | 83 LF | |
| TEMPORARY SHORING SYSTEM 27 | 120 LF | |
| TEMPORARY SHORING SYSTEM 28 | 120 LF | |
| TEMPORARY SHORING SYSTEM 29 | 142 LF | |
| TEMPORARY SHORING SYSTEM 30 | 141 LF | |
| TEMPORARY SHORING SYSTEM 31 | 141 LF | |
| TEMPORARY SHORING SYSTEM 32 | 100 LF | |
| TEMPORARY SHORING SYSTEM 33 | 30 LF | |
| TEMPORARY SHORING SYSTEM 34 | 203 LF | |
| TEMPORARY SHORING SYSTEM 35 | 17 LF | |
| TEMPORARY SHORING SYSTEM 36 | 19 LF | |
| TEMPORARY SHORING SYSTEM 37 | 170 LF | |
| TEMPORARY SHORING SYSTEM 38 | 400 LF | |
| TEMPORARY SHORING SYSTEM 39 | 470 LF | |
| TEMPORARY SHORING SYSTEM 40 | 34 LF | |
| TEMPORARY SHORING SYSTEM 41 | 58 LF | |
| TEMPORARY SHORING SYSTEM 42 | 358 LF | |
| TEMPORARY SHORING SYSTEM 43 | 260 LF | |
| TEMPORARY SHORING SYSTEM 44 | 170 LF | |
| TEMPORARY SHORING SYSTEM 45 | 396 LF | |
| TEMPORARY SHORING SYSTEM NO. 1 01 | 99 LF | |
| TEMPORARY SHORING SYSTEM NO. 2 02 | 53 LF | |
| TEMPORARY SHORING SYSTEM NO. 3 03 | 74 LF | |
| TEMPORARY SHORING SYSTEM NO. 4 04 | 47 LF | |
| TEMPORARY SHORING SYSTEM NO. 5 05 | 95 LF | |
| TEMPORARY SHORING SYSTEM NO. 6 06 | 36 LF | |
| TEMPORARY SHORING SYSTEM NO. 7 07 | 81 LF | |
| TEMPORARY SHORING SYSTEM NO. 8 08 | 37 LF | |
| OVERHAUL | 235,190 CYHM | |
| DEWATERING SYSTEM NO. 1 | 1 LS | |
| DEWATERING SYSTEM NO. 2 | 1 LS | |
| DEWATERING SYSTEM NO. 3 | 1 LS | |
| DEWATERING SYSTEM NO. 4 | 1 LS | |
| DEWATERING SYSTEM NO. 5 | 1 LS | |
| DEWATERING SYSTEM NO. 6 | 1 LS | |
| MAINTENANCE STONE | 140 TON | |
| FULL DEPTH ASPH. PAV. PATCHING 12"UNIF | 2,500 SY | |
| MAINTENANCE OF TRAFFIC | 1 LS | |
| TEMP CONC. BARR W/ ANCHOR FOR ROADWAY SURFACES | 3,730 LF | |
| TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.- 4"X4" | 16,500 EA | |
| TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 2,080 EA | |
| 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT | 19,230 LF | |
| 6" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT | 329,480 LF | |
| 12" WHITE SOLID LINES - FAST DRY PAINT | 62,785 LF | |
| 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT | 1,145 LF | |
| 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT | 433,550 LF | |
| 6"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT | 1,709,145 LF | |
| 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. | 1,732 LF | |
| 6" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. | 63,248 LF | |
| 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL | 755.35 LF | |
| WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. | 23 EA | |
| WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. | 21 EA | |
| WHITE COMBINATION ARROWS(STR&RT.OR STR<)THERMO-125MIL | 6 EA | |
| WHITE LANE DROP ARROW(LT.OR RT.)THERMO-125MIL | 3 EA | |
| PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" | 850 EA | |
| PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" | 1,050 EA | |
| PERM.RED/CLEAR PAVEMENT MARKERS BI-DIR. - 4"X 4" | 9,630 EA | |
| MILLED-IN RUMBLE STRIP | 36.68 MI | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID | 3,130 LF | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"WH.SOLID | 1,820 LF | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. | 1,745 LF | |
| PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"YEL.SOL. | 1,854 LF | |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK | 1,560 LF | |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY | 1,520 LF | |
| FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) | 5,600 LF | |
| F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD | 5 EA | |
| F&I-17"X30"X24"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD | 12 EA | |
| FURNISH & INSTALL 40' WOOD POLE - CLASS II-CCA TREATED(0.60) | 13 EA | |
| FURNISH & INSTALL 3/8" BACK GUY FOR WOOD POLE | 25 EA | |
| FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE | 8 EA | |
| F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 01 | 4 EA | |
| F&I - 1-WAY-1SECT.(COUNTDOWN HAND/MAN EMBLEM)PED.SIG.HEAD | 8 EA | |
| F&I VEHICLE TRAFFIC SINGAL HEAD MOUNTING ASSEMBLY FOR MAST ARM | 14 EA | |
| BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. | 37 EA | |
| FURNISH & INSTALL CONCRETE CABINET FOUNDATION | 4 EA | |
| FURNISH & INSTALL CABINET INTERFACE COMPONENTS FOR RADAR | 2 EA | |
| POWDERCOATING OPTION FOR 10' ALUMINUM PEDESTAL POLE | 8 EA | |
| GROOVED SURFACE FINISH | 14,648 SY | |
| EXTRA DEPTH OF BOX | 60 LF | |
| RIP-RAP (CLASS A) | 1,283 TON | |
| RIP-RAP (CLASS B) | 2,908 TON | |
| RIP-RAP (CLASS C) | 3,042 TON | |
| RIP-RAP (CLASS D) | 118 TON | |
| MT3 LEADING END TREATMENT TL3 | 32 EA | |
| MT2 LEADING END TREATMENT TL2 | 17 EA | |
| MGS3 GR STANDARD SHOULDER | 19,187.5 LF | |
| PREMASH TYPE T TL2 LEADING 25FT | 9 EA | |
| PREMASH TYPE T TL3 LEADING 50' | 2 EA | |
| CONC BARR TRANSITION BETWEEN TWO SHAPES | 40 LF | |
| MOVING ITEM NO. 01 | 1 LS | |
| MOVING ITEM NO. 02 | 1 LS | |
| MOVING ITEM NO. 03 | 1 LS | |
| MOVING ITEM NO. 04 | 1 LS | |
| MOVING ITEM NO. 05 | 1 LS | |
| MOVING ITEM NO. 06 | 1 LS | |
| MOVING ITEM NO. 07 | 1 LS | |
| MOVING ITEM NO. 08 | 1 LS | |
| MOVING ITEM NO. 09 | 1 LS | |
| MOVING ITEM NO. 10 | 1 LS | |
| MOVING ITEM NO. 11 | 1 LS | |
| MOVING ITEM NO. 12 | 1 LS | |
| MOVING ITEM NO. 13 | 1 LS | |
| MOVING ITEM NO. 14 | 1 LS | |
| RIGHT OF WAY MARKER(REINFORCED CONCRETE) | 321 EA | |
| RIGHT OF WAY PLAT | 1 LS | |
| PERMANENT COVER | 309.04 ACRE | |
| TEMPORARY COVER | 154.52 ACRE | |
| MOWING | 927.13 ACRE | |
| HYDR.EROS.CONTRL.PROD.(HECP) - TYPE 1 AS TRACER UNDER TRM | 53.43 ACRE | |
| CLEANING SILT BASINS | 10,599 CY | |
| BAT EXCLUSION DEVICE | 12 EA | |
| BAT EXCLUSION DEVICE MAINTENANCE | 12 EA | |
| ON-THE-JOB TRAINEE (ROADWAY) | 76,440 HR |