A07-CONTRACTOR_Line_Items_for_bid-BASE_YEAR-rev9July18R.xls
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Revised Base Year Line Items
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Base
| Note: Quantities of subclins below are estimated. | ||||||
| ITEM | SUPPLIES /SERVICES | QUANTITY | UNIT | Unit Price | AMOUNT | |
| 1000 | BASE YEAR | |||||
| 100 | 1 | PAVEMENTand Other DEMOLITION | ||||
| 10 | 01AA | REINFORCED PCC PAVEMENT | 3000 | CY | ||
| PAVEMENT IN PLACE | ||||||
| 10 | 01AB | NON-REENFORCED PAVEMENT | 350 | CY | ||
| IN PLACE | ||||||
| 10 | 01AC | BITUMINUS CONCRETE | 2000 | CY | ||
| IN PLACE | ||||||
| 10 | 01AD | MILLING AND GRINDING | 100000 | SY/IN | ||
| (SY PER IN OF DEPTH) | ||||||
| 10 | 01AE | JOINT SEALER REMOVAL | 500 | LF/IN | ||
| 10 | 01AF | SAWCUT (LF PER INCH OF | 17000 | LF/IN | ||
| DEPTH OF CONSTRUCTION) | ||||||
| 10 | 01AG | MILLING AND GRINDING | 7000 | SY/IN | ||
| CONCRETE (SY PER INCH | ||||||
| OF DEPTH) | ||||||
| 10 | 01AH | CONCRETE CURBING | 500 | LF | ||
| 10 | 01AI | GRINDING MACADAM | 100 | CY | ||
| SLAB AND SECTIONS | ||||||
| TO 3/4" TO 1 1/4 INCHES | ||||||
| 10 | 01AJ | CONCRETE CURB | 500 | LF | ||
| AND GUTTER | ||||||
| 10 | 01AK | CONCRETE CHANNEL | 1000 | SF | ||
| 10 | 01AL | HEADWALLS | 8 | EA | ||
| 10 | 01AM | MANHOLES | 8 | EA | ||
| 10 | 01AN | INLETS | 8 | EA | ||
| 10 | 01AO | GRINDING CONCRET | 100 | CY | ||
| SLAB AND BLOCK SECTIONS | ||||||
| TO 3/4 TO 1 1/4 INCHES | ||||||
| 10 | 01AP | BOLLARDS | 20 | EA | ||
| 10 | 01AQ | ALL PIPES 0" TO 18" | 250 | LF | ||
| 10 | 01AR | ALL PIPES 18' TO 36" | 250 | LF | ||
| 10 | 01AS | ALL PIPES 36" TO 60" | 100 | LF | ||
| 10 | 01AT | Light and Signal Pole | 6 | EA | ||
| 10 | 01AU | Light and Signal Mast | 6 | EA | ||
| 10 | 01AV | METAL TRAFFIC BARRIERS End Treatments | 10 | EA | ||
| 10 | 01AW | METAL TRAFFIC BARRIERS | 100 | LF | ||
| 10 | 01AX | Wheel Stop | 50 | EA | ||
| 10 | 01AY | Fence, no barbed wire. No concertina wire | 500 | LF | ||
| 10 | 01AZ | Fence, with barbed wire | 500 | LF | ||
| 10 | 01AZ1 | Fence, with concertina wire | 500 | LF | ||
| 100 | 2 | GEOTEXTILES (MD SPEC 921.09) | ||||
| 10 | 02AA | SEPERATION MD CLASS | 500 | SY | ||
| SE | ||||||
| 10 | 02AB | STABILIZATION | 500 | SY | ||
| MD CLASS ST | ||||||
| 10 | 02AC | GENERAL FILTER COVERING | 5000 | SY | ||
| 10 | 02AD | SILT FENCE CLASS F | 2000 | LF | ||
| 10 | 02AE | SUPER SILT FENCE CLASS F | 1500 | LF | ||
| 100 | 3 | EARTHWORK | ||||
| 10 | 03AA | CLEARING AND GRUBBING | 1 | ACR | ||
| BRUSH (4" DIA) REMOVAL | ||||||
| AND DISPOSAL | ||||||
| 10 | 03AB | CLEARING AND GRUBBING | 20 | EA | ||
| STUMP/TREE 4" - 12" DIA | ||||||
| 10 | 03AC | CLEARING AND GRUBBING | 12 | EA | ||
| STUMP/TREE 12" - 26" DIA | ||||||
| 10 | 03AD | EXCAVATION, TRENCHING | 2000 | CY | ||
| & CULVERTS | ||||||
| 10 | 03AE | SHEETING AND SHORING | 2000 | SF | ||
| 10 | 03AF | EXCAVATION AND GRADING | 500 | CY | ||
| CLASS I | ||||||
| 10 | 03AG | EXCAVATION AND GRADING | 200 | CY | ||
| CLASS I-A | ||||||
| 10 | 03AH | EXCAVATION AND GRADING | 200 | CY | ||
| CLASS 2 | ||||||
| 10 | 03AI | FURNISH COMMON BORROW | 200 | CY | ||
| 10 | 03AJ | FURNISH AND FINE | 500 | TN | ||
| GRADE TOP SOIL | ||||||
| 10 | 03AK | TURF ESTABLISHMENT | 10000 | SY | ||
| SEED MIX #2 | ||||||
| 10 | 03AL | TEMPORARY SEEDING | 1000 | SY | ||
| 10 | 03AM | EROSION CONTROL | 1000 | SY | ||
| NETTING | ||||||
| 10 | 03AN | SEED AND MULCH | 1000 | SY | ||
| CROWN VETCH | ||||||
| 10 | 03AO | SOD | 500 | SY | ||
| 10 | 03AP | SOIL STABILIZATION | 100 | SY | ||
| MATTING | ||||||
| 10 03 AQ | Omitted | |||||
| 10 | 03AR | GRADING BULK EXCAVATION | 500 | CY | ||
| FROM BULK EXCAVATION | ||||||
| TO SUB GRADE | ||||||
| 10 | 03AS | GRADING FILL AGGREGATE | 2000 | SY | ||
| MATERIAL FOR SUB GRADE | ||||||
| TO FINAL GRADE | ||||||
| 10 | 03AT | GRADING BORROW FILL | 2000 | CY | ||
| MATERIAL FOR SUB GRADE | ||||||
| TO FINAL GRADE | ||||||
| 10 | 03AU | BMP:Rain Garden; Bio-retention pond; stormwaterpond; submerged gravel wetland, etc. | 500 | CY | ||
| 10 | 03AV | BMP: Repair/Reconstruct Rain Garden; Bio-retention pond; stormwaterpond; submerged gravel wetland, etc. | 500 | SY | ||
| 10 | 03AW | Trees for mitigation including deer deterant covers | 15 | EA | ||
| 100 | 4 | AGGREGATES | ||||
| 10 | 04AA | GRADED AGGREGATE | 2000 | TN | ||
| SUB BASE ASTM D2940 | ||||||
| 10 | 04AB | BANK RUN GRAVEL SUB | 200 | TN | ||
| BASE ASTM D2940 | ||||||
| 10 | 04AC | GRADED AGGREGATE BASE | 1000 | TN | ||
| 10 | 04AD | BANK RUN GRAVEL BASE | 500 | TN | ||
| ASTMD2940 | ||||||
| 10 04AE-AF | Omitted | |||||
| 10 | 04AG | NO. 57 AASHTO M 43 | 1000 | TN | ||
| 10 | 04AH | NO. 7 AASHTO M 43 | 100 | TN | ||
| 10 | 04AI | NO. 8 AASHTO M 43 | 100 | TN | ||
| 10 | 04AJ | NO. 10 AASHTO M 43 | 100 | TN | ||
| 10 | 04AK | CLASS 1 RIP RAP | 100 | TN | ||
| 10 | 04AL | ARMOR STONE | 100 | TN | ||
| 10 04AM | Omitted | |||||
| 10 04AN | Omitted | |||||
| 10 | 04AO | GABION BASKET | 250 | CY | ||
| 10 | 04AP | BANK RUN GRAVEL AGGREGATE MATERIAL FOR PIPE BENDING | 250 | TN | ||
| AGGREGATE MATERIAL | ||||||
| FOR PIPE BENDING | ||||||
| 100 | 5 | PAVING FLAT WORK CONCRETE | ||||
| FURNISHED AND INSTALLED | ||||||
| 10 | 05AA | PCC MIX NO. 6 | 500 | CY | ||
| 10 | 05AB | PCC MIX NO. 6 with Fiber Mesh | 150 | CY | ||
| 10 | 05AC | SLAB JACKING | 1000 | SF | ||
| 10 | 05AD | MUD JACKING | 1000 | SF | ||
| 10 | 05AE | SOIL CEMENTING | 1000 | CY | ||
| 12-16INCHES IN DEPTH | ||||||
| 10 | 05AF | FLOW ASH | 200 | CY | ||
| 10 | 05AG | SOIL CEMENTING 16-24 inch depth | 500 | CY | ||
| 10 | 05AH | SIDEWALK,4" thick, 2500psi over 6" crusher run stone on filter cloth. install complete excludes of clearing and demolition of previous pavement | 1000 | SF | ||
| 10 | 05AI | OMIT | 0 | SF | ||
| 10 | 05AJ | SIDEWALK,5" thick, 2500psi over 6" crusher run stone on filter cloth. install complete excludes of clearing and demolition of previous pavement | 500 | SF | ||
| 10 | 05AK | OMIT | 0 | SF | ||
| 10 | 05AL | SIDEWALK,6" thick, 2500psi over 6" crusher run stone on filter cloth. install complete excludes of clearing and demolition of previous pavement | 500 | SF | ||
| 10 | 05AM | Color for concrete: SIDEWALKs, pads, etc. | 1000 | SF | ||
| 10 | 05AN | Stamping for concrete: SIDEWALKs, pads, etc. | 1000 | SF | ||
| 10 | 05AO | Mulit Color for concrete: SIDEWALKs, pads, etc. | 500 | SF | ||
| 10 | 05AP | Polishing for concrete: SIDEWALKs, pads, etc. | 500 | SF | ||
| 100 | 6 | REINFORCING, STEEL | ||||
| & WELDING WIRE FABRIC | ||||||
| 10 | 06AA | 6 X 6 W 2.0 X W 2.0 | 5000 | SF | ||
| 10 | 06AB | 6 X 6 W 2.9 X W 2.9 | 5000 | SF | ||
| 10 | 06AC | 6 X 6 W 4.0 X W 4.0 | 5000 | SF | ||
| 10 | 06AD | 6 X 6 W 5.5 X W 5.5 | 1000 | SF | ||
| 10 | 06AE | 4 X 4 W 1.4 X W 1.4 | 500 | SF | ||
| 10 | 06AF | 4 X 4 W 2.0 X 2.0 | 500 | SF | ||
| 10 | 06AG | 4 X 4 W 2.9 X W 2.9 | 500 | SF | ||
| 10 | 06AH | 4 X 4 W 4.0 X W 4.0 | 500 | SF | ||
| 10 | 06AI | REBAR | 20 | TN | ||
| 10 | 06AJ | 24-INCH DEFORMED BARS | 50 | EA | ||
| 10 | 06AK | COLD KEY JOINT | 100 | LF | ||
| 10 | 06AL | SMOOTH DOWELS | 100 | EA | ||
| 18-INCHE TO 1 11/4 | ||||||
| WITH EXPANSION SLEEVES | ||||||
| 10 | 06AM | SMOOTH DOWELS | 100 | EA | ||
| 24-INCHES TO 1 1/4 | ||||||
| WITH EXPANSION SLEEVES | ||||||
| 10 | 06AN | JOINT SEALING 6-INCHES | 1500 | LF | ||
| DEEP | ||||||
| 10 | 06AO | JOINT SEALING 8-INCHES | 2500 | LF | ||
| DEEP | ||||||
| 10 | 06AP | CRACK SEALING UP TO 1 1/4 | 2500 | LF | ||
| INCHES WIDE HOT POURED | ||||||
| 100 | 7 | BITUMINOUS CONCRETE PAVING and PERVIOUS PAVER | ||||
| 10 | 07AA | POWER BROOM SWEEPER | 100 | HR | ||
| INCLUDING MOB AND DEMOB | ||||||
| 10 | 07AB | SURFACE COURSE SC | 3500 | TN | ||
| 10 | 07AC | SURFACE FINE SF | 1000 | TN | ||
| 10 | 07AD | TACK COAT | 50000 | SY | ||
| 10 | 07AE | TANK MIX | 1000 | TN | ||
| 10 | 07AF | Parking Area Pervious Pavers 11.75" x 11.75" x 4" thick paver; 12" thick sub-base(#2 aggregate, 4"base #57 aggrerate, 2" bedding layer No. 8 stone crush, 1/16" gap between pavers, fill voids with No.8 stone to 1/4" from top, run stone on filter cloth. Install complete, excludes of clraring and demolition of previous pavement. | 3000 | SF | ||
| 10 | 07AG | OMIT | ||||
| 10 | 07AH | OMIT | ||||
| 10 | 07AI | OMIT | ||||
| 10 | 07AJ | OMIT | ||||
| 10 | 07AK | OMIT | ||||
| 10 | 07AL | OMIT | ||||
| 10 | 07 AM | 3/8" Thick Black Surface - Reflex 1 or equivalent including striping | 500 | SF | ||
| 10 | 07 AN | OMIT | ||||
| 10 | 07 AO | OMIT | ||||
| 10 | 07 AP | Rubberized Surface Coating - Track Master Plus or equivalent including striping | 100 | SF | ||
| 10 | 07 AQ | Acrylic Resurface w/Color Coat - Sport Master or equivalent including striping | 1000 | SF | ||
| 10 | 07AR | Paving Overlay Fabric, heavy duty | 1000 | SY | ||
| 10 | 07AS | RUNWAY MIX | 1500 | TN | ||
| 100 | 8 | INSTALL NEW STORM | ||||
| DRAINS REINFORCED CONCRETE | ||||||
| PIPE CLASS IV | ||||||
| 10 | 08AA | 24-INCH RCCP CLASS IV | 250 | LF | ||
| 10 | 08AB | 30-INCH RCCP CLASS IV | 200 | LF | ||
| 10 | 08AC | 36-INCH RCCP CLASS IV | 150 | LF | ||
| 10 | 08AD | 42-INCH RCCP CLASS IV | 50 | LF | ||
| 10 | 08AE | 48-INCH RCCP CLASS IV | 50 | LF | ||
| 10 | 08AF | 60-INCH RCCP CLASS IV | 50 | LF | ||
| 10 | 08AG | 20 INCH RCCP CLASS IV | 50 | LF | ||
| 10 | 08AH | OMIT | ||||
| 10 | 08AI | OMIT | ||||
| 10 | 08AJ | 12-INCH RCCP CLASS IV | 100 | LF | ||
| 100 | 9 | Blank | ||||
| 100 | 10 | PLY VINYL CHLORIDE | ||||
| PIPE (PVC) | ||||||
| 10 | 10AA | 4-8 INCH PVC | 250 | LF | ||
| 10 | 10AB | 10-12 INCH PVC | 100 | LF | ||
| 100 | 11 | PERFORATED PVC PIPE | ||||
| 10 | 11AA | 4-8 INCH PERF. PVC | 100 | LF | ||
| 100 | 12 | DUCTILE IRON PIPE (DIP) | ||||
| 10 | 12AA | 6-INCH DIP | 100 | LF | ||
| 10 | 12AB | 8-INCH DIP | 100 | LF | ||
| 10 | 12AC | 10-INCH DIP | 100 | LF | ||
| 10 | 12AD | 12-INCH DIP | 100 | LF | ||
| 10 | 12AE | 14-INCH DIP | 100 | LF | ||
| 10 | 12AF | 16-INCH DIP | 100 | LF | ||
| 10 | 12AG | 18-INCH DIP | 100 | LF | ||
| 100 | 13 | INSTALL STORM DRAINAGE | ||||
| STRUCTURES HEADWALLS | ||||||
| EXCAVATION AND BACKFILL IS | ||||||
| NOT INCLUDED IN PRICE | ||||||
| 10 | 13AA | TYPE C (12-18 INCHES) | 5 | EA | ||
| 10 | 13AB | TYPEC C (21-27 INCHES) | 5 | EA | ||
| 1013 AC | Omitted | |||||
| 10 | 13AD | TYPE C (30-36 INCHES) | 5 | EA | ||
| 100 | 14 | CONCRETE END SECTIONS | ||||
| EXCAVATION AND BACKFILL | ||||||
| IS NOT INCLUDED IN PRICE | ||||||
| 10 | 14AA | 12-INCHES TO 18-INCHES | 5 | EA | ||
| 10 | 14AB | 21-INCHES TO 27-INCHES | 5 | EA | ||
| 10 | 14AC | 30-INCHES TO 36-INCHES | 5 | EA | ||
| 100 | 15 | METAL END SECTIONS | ||||
| EXCAVATIONS AND BACKFILL | ||||||
| NOT INCLUDED IN PRICE | ||||||
| 10 | 15AA | 12-INCHES TO 18-INCHES | 5 | EA | ||
| 10 | 15AB | 21-INCHES TO 27-INCHES | 5 | EA | ||
| 10 | 15AC | 30-INCHES TO 36-INCHES | 5 | EA | ||
| 100 | 16 | INLETS, MANHOLES AND | ||||
| UNDERDRAINS EXCAVATION | ||||||
| AND BACKFILL IS NOT | ||||||
| INCLUDED IN PRICE | ||||||
| 10 | 16AA | STANDARD WR ME-374.04 | 5 | EA | ||
| 10 | 16AB | SINGLE WR MD-374.06 | 5 | EA | ||
| 10 | 16AC | STANDARD TYPE K MD-381.01 | 10 | EA | ||
| 10 | 16AD | YARD INLET STANDARD | 10 | EA | ||
| MD-381.01 | ||||||
| 10 | 16AE | SHALLOW MANHOLE | 5 | EA | ||
| MD-383.0 | ||||||
| 10 | 16AF | MANHOLE MD-383.01 | 5 | EA | ||
| 10 | 16AG | UNDERDRAIN STANDARD | 100 | LF | ||
| MD-387.01 | ||||||
| 10 | 16AH | UNDERDRAIN LONGITUDINAL | 100 | LF | ||
| MD-387.01 | ||||||
| 10 | 16AI | Trench Drain with frame and grate 32in by 27 in | 400 | LF | ||
| 100 | 17 | WALKS, CURBS, GUTTERS & | ||||
| FLUMES EXCAVATION AND | ||||||
| BACKFILL IS NOT INCLUDED | ||||||
| IN PRICE | ||||||
| 10 | 17AA | TYPE A COMBO | 1000 | LF | ||
| CURB & GUTTER | ||||||
| MD0610.02 | ||||||
| 10 | 17AB | TYPE A CURB MD0620.02 | 750 | LF | ||
| 10 | 17AC | CURB OPENING | 10 | EA | ||
| STANDARD MD-640.01 | ||||||
| 10 | 17AD | CURB OPENING | 10 | EA | ||
| STANDARD MD640.02 | ||||||
| 10 | 17AE | PCC VALLEY | 300 | LF | ||
| STANDARD MD 389.01 | ||||||
| 10 | 17AF | PCC FLUME | 500 | LF | ||
| STANDARD MD 389.01 | ||||||
| 10 | 17AG | PCC CURB MD615.01 | 400 | LF | ||
| PORTLAND CEMENT | ||||||
| CONCRETED | ||||||
| 10 | 17AH | HANDICAPPED WALK | 50 | CY | ||
| & CURB CUT 12:1 SLOPE MAX | ||||||
| 10 | 17AI | OMIT | ||||
| 10 | 17AJ | HANDIECAPPED HANDRAILS | 100 | LF | ||
| 10 | 17AK | CONCRETE for STAIRWAYS | 25 | CY | ||
| 10 | 17AL | CONCRETE for WALLS MISC. STRUCTURES | 25 | CY | ||
| 10 | 17AM | OMIT | ||||
| 10 | 17AN | HANDRAILS | 100 | LF | ||
| 100 | 18 | PAVEMENT MARKINGS | ||||
| REMOVAL/OBSCURE | ||||||
| 10 | 18AA | 5-INCH LINE | 1,000 | LF | ||
| 10 | 18AB | 8-INCH LINE | 100 | LF | ||
| 10 | 18AC | 12-INCH LINE | 100 | LF | ||
| 10 | 18AD | SYMBOLS AND LEGENDS | 500 | SF | ||
| 100 | 19 | ROADWAY MARKING, | ||||
| RETRO-REPELCTIVE SOLVENT | ||||||
| BASED WHITE & YELLOW | ||||||
| 10 | 19AA | 5-INCH LINE | 100 | LF | ||
| 10 | 19AB | 8-INCH LINE | 50 | LF | ||
| 10 | 19AC | 12-INCH LINE | 50 | LF | ||
| 10 | 19AD | SYMBOLS AND LEGENDS | 50 | SF | ||
| 100 | 20 | PARKING LOT | ||||
| NON-REFLETIVE SOLVENT BASE | ||||||
| 10 | 20AA | 5-INCH LINE | 10000 | LF | ||
| 10 | 20AB | 8-INCH LINE | 250 | LF | ||
| 10 | 20AC | 12-INCH LINE | 250 | LF | ||
| 10 | 20AD | SYMBOLS AND LEGENDS | 500 | SF | ||
| 100 | 21 | ROADWAY MARKING, | ||||
| RETRO-REFLECTIVE EXTRUDED | ||||||
| AND SPRAYED THERMOPLASTIC | ||||||
| WHITE AND YELLOW | ||||||
| 10 | 21AA | 4-5 INCH X .06-INCHES THICK | 100 | LF | ||
| 10 | 21AB | 4- 5 INCH X 0.90-INCHES THICK | 100 | LF | ||
| 10 | 21AC | SYMBOLS AND LEGENDS | 100 | SF | ||
| .09-INCHES THICK | ||||||
| 100 | 22 | TRAFFIC AND SIGNAL | ||||
| LOOP DETECTORS | ||||||
| 10 | 22AA | NEW PCC WHEEL STOPS | 100 | EA | ||
| PRECAST CONCRETE | ||||||
| 10 | 22AA1 | PCC WHEEL STOPS pre cast Remove, Store, and Replace | 100 | EA | ||
| and Reinstall | ||||||
| 10 | 22AB | METAL TRAFFIC BARRIERS | 100 | LF | ||
| MD-660.01 | ||||||
| 10 | 22AC | METAL TRAFFIC BARRIERS End Treatments | 10 | EA | ||
| 10 | 22AD | BOLLARDS 6-INCHES | 10 | EA | ||
| DIAMETER BREAKAWAY OR | ||||||
| YEILDING TYPE INCLUDING | ||||||
| FOOTER, COMPLETE | ||||||
| 10 | 22AE | 3-INCH DEEP SAWCUT | 500 | LF | ||
| WITH SEALER | ||||||
| 10 | 22AF | LOOP DETECTOR WIRE | 500 | LF | ||
| 10 | 22AG | PULL & JUNCTION BOX | 5 | EA | ||
| CAS IRON | ||||||
| 10 | 22AH | SPLICE KITS | 12 | EA | ||
| 10 | 22AI | 1-INCH FLEX TUBING | 150 | LF | ||
| 10 | 22AJ | 2 CONDUCTOR ALUM. | 1500 | LF | ||
| SHIELDING WIRE | ||||||
| 10 | 22AK | CONDUIT UP TO 4-INCH | 500 | LF | ||
| 10 | 22AL | Signal Head | 3 | EA | ||
| 10 | 22AM | Video detectors | 3 | EA | ||
| 10 | 22AN | Radar detectors | 3 | EA | ||
| 10 | 22AO | Infrared detectors | 3 | EA | ||
| 10 | 22AP | Controler | 3 | EA | ||
| 10 | 22AQ | Wiring system to support traffic control ssytem | 500 | LF | ||
| 10 | 22AR | Traffic Arm 10-14 foot | 3 | EA | ||
| 10 | 22AS | Trafic Arm 15-20 foot | 3 | EA | ||
| 10 | 22AT | Traffic Arm 20-25 foot | 1 | EA | ||
| 10 | 22AU | Traffic Arm 30-35 foot | 1 | EA | ||
| 10 | 22AV | POLE | 3 | EA | ||
| 10 | 22AW | STREET LIGHT | 3 | EA | ||
| 10 | 22AX | pedistrain led sign | 3 | EA | ||
| 10 | 22AY | pedistrain button | 3 | EA | ||
| 10 | 22AZ | pedistrain audio box | 3 | EA | ||
| 10 | 22AZ1 | OMIT | ||||
| 10 | 22AZ1 | OMIT | ||||
| 100 | 23 | UTILITY ADJUSTMENT | ||||
| 10 | 23AA | ADJUST MANHOLE | 10 | IN | ||
| INCLUDING BRICK CONCRETE | ||||||
| COLLAR , ETC COMPLETE | ||||||
| PER INCH | ||||||
| 10 | 23AB | ADJUST INLET INCLUDING | 200 | IN | ||
| BRICK CONCRETE, COLLAR | ||||||
| ETC COMPLETE PER INCH | ||||||
| 10 | 23AC | ADJUST UTILITY BOXES | 144 | IN | ||
| INCLUDING BRICK CONCRETE | ||||||
| COLLAR , ETC COMPLETE | ||||||
| PER INCH | ||||||
| 100 | 24 | FRAME & GRATES | ||||
| FURNISH AND INSTALL | ||||||
| 10 | 24AA | FRAME & GRATE | 5 | EA | ||
| MD-374.02 & .03 | ||||||
| 10 | 24AB | FRAME MD-383.31 STANDARD | 5 | EA | ||
| MANHOLE TYPE A | ||||||
| 10 | 24AC | COVER MD-378.32 STANDARD | 5 | EA | ||
| MANHOLE TYPE A | ||||||
| 100 | 25 | MISC. SERVICES | ||||
| 10 | 25AA | INVESTIGATION FOR | 30 | PER | ||
| UNEXPLODED ORDNANCE | DAY | |||||
| (UXO) | ||||||
| 10 | 25AA1 | Traffic control system analysis, includes lights, | 15 | PER day | ||
| video, cameras, controlers, loops, etc | ||||||
| 10 | 25AB | PAVEMENT CORE 3-INCH | 600 | PER | ||
| DIAMETER PER INCH OF DEPTH | INCH | |||||
| 10 | 25AC | Engineering, design, study, environmental | 55 | Per sheet | ||
| documents (S&E Plans, Critical Area, stormwater etc.) | ||||||
| 10 | 25AD | SURVEYING | 30 | PER | ||
| DAY | ||||||
| 10 | 25AE | TEST PITTING 2-FEET X 2-FEET | 100 | PER | ||
| 1' PER DEPTH | 1-FOOT | |||||
| DEPTH | ||||||
| 10 | 25AF | Chain link fence gates and posts, gates, | 100 | LF | ||
| chain link fence, sliding with overhead support, 7' high, | ||||||
| includes excavation | ||||||
| 10 | 25AG | Chain link fence gates and posts, gates, | 100 | LF | ||
| chain link fence, vinyl powder coated, colored,sliding with | ||||||
| overhead support 7'includes excavation | ||||||
| 10 | 25AH | Chain link fence gates and posts, chain link fence gates and posts, 8' high, includes excavation, | 100 | LF | ||
| gates and posts, 8' high, includes excavation, | ||||||
| 10 | 25AI | Chain link fence gates and posts, chain link fence, | 100 | LF | ||
| gates and posts,vinyl powder coated colored, 8' high, | ||||||
| includes excavation, | ||||||
| 10 | 25AJ | High-security chain link fences, gates & systems, | 100 | LF | ||
| chain link fence, 7' high, standard FE-7, includes | ||||||
| excavation and posts | ||||||
| 10 | 25AK | High-security chain link fences, gates & systems, | 100 | LF | ||
| chain link fence, 7' high,vinyl powdered coated, colored, | ||||||
| standard FE-7, includes excavation and posts | ||||||
| 10 | 25AL | High-security chain link fences, gates & systems, | 100 | LF | ||
| 3 strand barbed wire fence, 7' high, | ||||||
| includes excavation and posts | ||||||
| 10 | 25AM | High-security chain link fences, gates & systems, | 100 | LF | ||
| vinyl powdered coated, colored, 3 strand barbed | ||||||
| wire fence, 7' high, includes excavation and posts | ||||||
| 10 | 25AN | High-security chain link fences, gates & systems, | 100 | LF | ||
| chain link fence, 8' high, standard FE-7, | ||||||
| includes excavation and posts | ||||||
| 10 | 25AO | High-security chain link fences, gates & systems, | 100 | LF | ||
| chain link fence, 8' high,vinyl powdered coated, | ||||||
| color standard FE-7, includes excavation and posts | ||||||
| 10 | 25AP | High-security chain link fences, gates & systems, | 100 | LF | ||
| 3 strand barbed wire fence, 8' high, | ||||||
| includes excavation and posts | ||||||
| 10 | 25AQ | High-security chain link fences, gates & systems, | 100 | LF | ||
| 3 strand barbed wire fence,vinyl powdered | ||||||
| coated colored, 8' high, includes excavation and | ||||||
| posts | ||||||
| 10 | HAULING IS 10 MILES ROUND TRIP | |||||
| 10 | 25AR | HAULING 1/8 TO 12" | 2500 | CY | ||
| 10 | 25AS | HAULING STONE/CONCRET 12-24" | 2500 | CY | ||
| 10 | 25AT | HAULING STONE/CONCRET 24-36' | 1000 | CY | ||
| 10 | 25AU | HAULING BORROW/EARTH | 1000 | CY | ||
| MATERIAL | ||||||
| 10 | 25AV | CHIPPING | 500 | CY | ||
| 10 | 25AW | GRINDING BULK TREES & STUMPS | 500 | CY | ||
| 10 | 25AX | WOODCHIPS SUPPLIED | 500 | CY | ||
| 10 | 25AY | MARYLAND REVIEWER | 15 | PER Plan | ||
| 10 | 25 BA | Modular Block Wall Keystone 18 inch or equivalent includes biaxial geogrid install every other course stone filled blocks, excavation backfill with stone and soil, compaction | 1000 | SF | ||
| 10 | 25 BB | Belgium blockModular Block Wall Keystone 18 inch or equivalent includes biaxial geogrid install every other course stone filled blocks, excavation backfill with stone and soil, compaction | 1000 | SF | ||
| 10 | 25BC | Chain link fence and posts, chain link fence, 4' high, includes excavation | 1000 | LF | ||
| 10 | 25BD | Chain link fence and posts,powder coated colored, chain link fence, 4' high, includes excavation | 1000 | LF | ||
| 10 | 25BE | Chain link fence gates, 4' high, includes excavation | 20 | LF | ||
| 10 | 25BF | Chain link fence gates,powder coated, colored, 4' high, includes excavation | 20 | LF | ||
| 10 | ||||||
| 10 | 25BG | 15,000 lb/hr bell and Gossett Series CC Duplex Steam Condensate Pump, 50GPM,30PSIG HD includes excavation/hook-up 65 gallson reciever tank. | 1 | EA | ||
| 10 | 25BH | Pump, submersible sump,weil pump model 1408-15 or equivelantauto, 1-1/4 inch discharge bronze impeller, series 300 stainless steel shaft, viton mechanical steel, 20 gpm @ 20'TDH | 3 | EA | ||
| 10 | 25BI | Formwork | 1000 | SFCA | ||
| 10 | 25BJ | Roto - Gate Trunstile (Type "E" Perey with cover or equivalent black powered coated) | 2 | EA | ||
| 10 | 25BK | Regulatory signs, such as stop, turn, yield, etc. includes installations | 8 | EA | ||
| 10 | 25BL | parking lots lights pole with 2.0 foot candle luminaires fixture | 8 | EA | ||
| 10 | 25BM | parking lots lights wiring system | 500 | FT | ||
| 10 | 25BN | Three foot concrete base for lights poles | 8 | EA | ||
| 10 | 26 | PIPE: DRAINABLE and DRYABLE ESCON-A/FERRO-SHIELD OR EQUIVALENT/APPROVED EQUAL. ASTM A-53, BLACK STEEL. EXCAVATION AND BACKFILL IS NOT INCLUDED IN THE PRICE. | ||||
| 10 | 26 AA | 0.5"-3" STM SCHEDULE 80 | 1 | CLF | ||
| 10 | 26 AB | 0.5-2" COND SCHEDULE 80 | 1 | CLF | ||
| 10 | 26 AC | 0.5"- 5"CWS SHEDULE 80 , | 1 | CLF | ||
| 10 | 26 AD | 0.5"-5"CWR SCHEDULE 80 | 1 | CLF | ||
| Total |
&CIGE
SOLITATION NEW PAVING 2017
September 3,2017 Ray:
Ray:
Sheet1
File details come from the government source that posted it.