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MAINE DEPARTMENT OF TRANSPORTATION PAGE: 1 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- SECTION 0001 PROJECT ITEMS ------------------------------------------------------------------------------- |201.23 REMOVING SINGLE | | | | | 0010|TREE TOP ONLY | 8.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |201.24 REMOVING STUMP | | | | | 0020| | 10.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |202.08 REMOVING BUILDING | | | | | 0030|NO.: 1 |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |202.15 REMOVING MANHOLE | | | | | 0040|OR CATCH BASIN | 15.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |202.202 REMOVING | | | | | 0050|PAVEMENT SURFACE | 340.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |202.203 PAVEMENT BUTT | | | | | 0060|JOINTS | 1350.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |203.20 COMMON EXCAVATION | | | | | 0070| | 9850.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |203.21 ROCK EXCAVATION | | | | | 0080| | 10.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |203.2312 HEALTH AND | | | | | 0090|SAFETY PLAN |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |203.2333 DISPOSAL OF | | | | | 0100|SPECIAL EXCAVATION | 50.000| | | | | |T | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 2 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |203.24 COMMON BORROW | | | | | 0110| | 50.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |203.25 GRANULAR BORROW | | | | | 0120| | 250.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |206.061 STRUCTURAL EARTH | | | | | 0130|EXCAVATION - DRAINAGE | 50.000| | | | |AND MINOR STRUCTURES, |CY | | | | |BELOW GRADE | | | | | ------------------------------------------------------------------------------- |206.07 STRUCTURAL ROCK | | | | | 0140|EXCAVATION - DRAINAGE | 10.000| | | | |AND MINOR STRUCTURES |CY | | | | ------------------------------------------------------------------------------- |304.09 AGGREGATE BASE | | | | | 0150|COURSE - CRUSHED | 2050.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |304.10 AGGREGATE SUBBASE | | | | | 0160|COURSE - GRAVEL | 4384.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |403.1021 TEXTURED | | | | | 0170|ASPHALT PAVEMENT | 56.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |403.207 HOT MIX ASPHALT | | | | | 0180|19.0 MM HMA | 1927.000| | | | | |T | | | | ------------------------------------------------------------------------------- |403.2081 12.5 MM POLYMER | | | | | 0190|MODIFIED HOT MIX ASPHALT | 1839.000| | | | | |T | | | | ------------------------------------------------------------------------------- |403.209 HOT MIX ASPHALT | | | | | 0200|9.5 MM (SIDEWALKS, | 410.000| | | | |DRIVES, INCIDENTALS) |T | | | | ------------------------------------------------------------------------------- |403.211 HOT MIX ASPHALT | | | | | 0210|(SHIMMING) | 80.000| | | | | |T | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 3 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |403.213 HOT MIX ASPHALT | | | | | 0220|12.5 MM BASE | 704.000| | | | | |T | | | | ------------------------------------------------------------------------------- |409.15 BITUMINOUS TACK | | | | | 0230|COAT - APPLIED | 750.000| | | | | |G | | | | ------------------------------------------------------------------------------- |502.341 STRUCTURAL | | | | | 0240|CONCRETE ROADWAY MEDIAN | 43.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |502.56 CONCRETE FILL | | | | | 0250| | 205.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |525.329 DRY-LAID STONE | | | | | 0260|WALL - REMOVE AND RESET |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |603.155 12 INCH | | | | | 0270|REINFORCED CONCRETE PIPE | 120.000| | | | |CLASS III |LF | | | | ------------------------------------------------------------------------------- |603.159 12 INCH CULVERT | | | | | 0280|PIPE OPTION III | 220.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |603.175 18 INCH | | | | | 0290|REINFORCED CONCRETE PIPE | 27.000| | | | |CLASS III |LF | | | | ------------------------------------------------------------------------------- |603.179 18 INCH CULVERT | | | | | 0300|PIPE OPTION III | 240.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |603.195 24 INCH | | | | | 0310|REINFORCED CONCRETE PIPE | 56.000| | | | |CLASS III |LF | | | | ------------------------------------------------------------------------------- |603.199 24 INCH CULVERT | | | | | 0320|PIPE OPTION III | 190.000| | | | | |LF | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 4 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |603.209 30 INCH CULVERT | | | | | 0330|PIPE OPTION III | 31.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |604.092 CATCH BASIN TYPE | | | | | 0340|B1-C | 45.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.096 60 INCH CATCH | | | | | 0350|BASIN TYPE B1-C | 7.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.097 72 INCH CATCH | | | | | 0360|BASIN TYPE B1-C | 3.300| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.16 ALTERING CATCH | | | | | 0370|BASIN TO MANHOLES | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.18 ADJUSTING MANHOLE | | | | | 0380|OR CATCH BASIN TO GRADE | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.2406 STORMWATER | | | | | 0390|PLANTER | 6.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.245 CATCH BASIN TYPE | | | | | 0400|F4-C | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.249 CATCH BASIN TYPE | | | | | 0410|F6-C | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |604.262 CATCH BASIN TYPE | | | | | 0420|B5-C | 6.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |605.09 6 INCH UNDERDRAIN | | | | | 0430|TYPE B | 1150.000| | | | | |LF | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 5 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |605.11 12 INCH | | | | | 0440|UNDERDRAIN TYPE C | 2200.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |605.13 18 INCH | | | | | 0450|UNDERDRAIN TYPE C | 980.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |608.08 REINFORCED | | | | | 0460|CONCRETE SIDEWALK | 1150.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |608.26 CURB RAMP | | | | | 0470|DETECTABLE WARNING FIELD | 230.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |609.11 VERTICAL CURB | | | | | 0480|TYPE 1 | 115.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |609.12 VERTICAL CURB | | | | | 0490|TYPE 1 - CIRCULAR | 75.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |609.21 CONCRETE SLIPFORM | | | | | 0500|CURB | 3670.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |609.214 CONCRETE | | | | | 0510|SLIPFORM CURB - 4' | 6.000| | | | |TERMINAL END |EA | | | | ------------------------------------------------------------------------------- |609.217 CONCRETE | | | | | 0520|SLIPFORM CURB - 7' | 17.000| | | | |TERMINAL END |EA | | | | ------------------------------------------------------------------------------- |609.237 TERMINAL CURB | | | | | 0530|TYPE 1 - 7 FOOT | 3.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |609.34 CURB TYPE 5 | | | | | 0540| | 3090.000| | | | | |LF | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 6 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |609.35 CURB TYPE 5 - | | | | | 0550|CIRCULAR | 96.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |609.38 RESET CURB TYPE 1 | | | | | 0560| | 115.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |610.08 PLAIN RIPRAP | | | | | 0570| | 30.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |613.319 EROSION CONTROL | | | | | 0580|BLANKET | 300.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |613.40 TURF | | | | | 0590|REINFORCEMENT MAT - | 50.000| | | | |(TRM) |SY | | | | ------------------------------------------------------------------------------- |615.07 LOAM | | | | | 0600| | 590.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |618.1301 SEEDING METHOD | | | | | 0610|NUMBER 1 - PLAN QUANTITY | 40.000| | | | | |UN | | | | ------------------------------------------------------------------------------- |618.1401 SEEDING METHOD | | | | | 0620|NUMBER 2 - PLAN QUANTITY | 16.000| | | | | |UN | | | | ------------------------------------------------------------------------------- |618.15 TEMPORARY SEEDING | | | | | 0630| | 14.000| | | | | |LB | | | | ------------------------------------------------------------------------------- |619.1201 MULCH - PLAN | | | | | 0640|QUANTITY | 56.000| | | | | |UN | | | | ------------------------------------------------------------------------------- |620.54 STABILIZATION | | | | | 0650|GEOTEXTILE | 2750.000| | | | | |SY | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 7 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |620.58 EROSION CONTROL | | | | | 0660|GEOTEXTILE | 60.000| | | | | |SY | | | | ------------------------------------------------------------------------------- |621.032 EVERGREEN TREES | | | | | 0670|(4 FOOT - 5 FOOT) GROUP | 3.000| | | | |B |EA | | | | ------------------------------------------------------------------------------- |621.044 EVERGREEN TREES | | | | | 0680|(6 FOOT - 8 FOOT) GROUP | 3.000| | | | |B |EA | | | | ------------------------------------------------------------------------------- |621.274 LARGE DECIDUOUS | | | | | 0690|TREE (2 INCH - 2.50 INCH | 36.000| | | | |CALIPER) GROUP B |EA | | | | ------------------------------------------------------------------------------- |621.279 LARGE DECIDUOUS | | | | | 0700|TREE (2.50 INCH - 3 INCH | 12.000| | | | |CALIPER) GROUP A |EA | | | | ------------------------------------------------------------------------------- |621.28 LARGE DECIDUOUS | | | | | 0710|TREE (2.50 INCH - 3 INCH | 6.000| | | | |CALIPER) GROUP B |EA | | | | ------------------------------------------------------------------------------- |621.281 LARGE DECIDUOUS | | | | | 0720|TREE (2.50 INCH - 3 INCH | 9.000| | | | |CALIPER) GROUP C |EA | | | | ------------------------------------------------------------------------------- |621.387 DWARF EVERGREENS | | | | | 0730|(8 INCH - 12 INCH) | 40.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |621.401 DWARF EVERGREENS | | | | | 0740|(2 FOOT - 2.50 FOOT) | 12.000| | | | |GROUP A |EA | | | | ------------------------------------------------------------------------------- |621.407 DWARF EVERGREENS | | | | | 0750|(2.50 FOOT - 3 FOOT) | 15.000| | | | |GROUP A |EA | | | | ------------------------------------------------------------------------------- |621.52 DECIDUOUS SHRUBS | | | | | 0760|(8 INCH - 15 INCH) | 40.000| | | | |ROOTED CUTTINGS |EA | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 8 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |621.54 DECIDUOUS SHRUBS | | | | | 0770|(18 INCH - 24 INCH) | 126.000| | | | |GROUP A |EA | | | | ------------------------------------------------------------------------------- |621.71 HERBACEOUS | | | | | 0780|PERENNIALS GROUP A | 730.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |621.80 ESTABLISHMENT | | | | | 0790|PERIOD |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |625.01 WATER LINE SYSTEM | | | | | 0800|TEMPORARY |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |626.11 PRECAST CONCRETE | | | | | 0810|JUNCTION BOX | 20.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |626.21 METALLIC CONDUIT | | | | | 0820| | 50.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |626.22 NON-METALLIC | | | | | 0830|CONDUIT | 4200.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |626.32 24 INCH | | | | | 0840|FOUNDATION | 8.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |626.34 SIGNAL POLE | | | | | 0850|FOUNDATION | 14.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |626.35 CONTROLLER | | | | | 0860|CABINET FOUNDATION | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |627.733 4" WHITE OR | | | | | 0870|YELLOW PAINTED PAVEMENT | 18000.000| | | | |MARKING LINE |LF | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 9 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |627.75 WHITE OR YELLOW | | | | | 0880|PAVEMENT & CURB MARKING | 3800.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |627.76 TEMPORARY | | | | | 0890|PAVEMENT MARKING LINE, |LUMP |LUMP | | | |WHITE OR YELLOW | | | | | ------------------------------------------------------------------------------- |627.77 REMOVING PAVEMENT | | | | | 0900|MARKINGS | 6000.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |629.05 HAND LABOR, | | | | | 0910|STRAIGHT TIME | 40.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.10 AIR COMPRESSOR | | | | | 0920|(INCLUDING OPERATOR) | 20.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.11 AIR TOOL | | | | | 0930|(INCLUDING OPERATOR) | 20.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.12 ALL PURPOSE | | | | | 0940|EXCAVATOR (INCLUDING | 20.000| | | | |OPERATOR) |HR | | | | ------------------------------------------------------------------------------- |631.14 GRADER (INCLUDING | | | | | 0950|OPERATOR) | 20.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.172 TRUCK - LARGE | | | | | 0960|(INCLUDING OPERATOR) | 40.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.18 CHAIN SAW RENTAL | | | | | 0970|(INCLUDING OPERATOR) | 10.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.20 STUMP CHIPPER | | | | | 0980|(INCLUDING OPERATOR) | 10.000| | | | | |HR | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 10 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |631.22 FRONT END LOADER | | | | | 0990|(INCLUDING OPERATOR) | 10.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |631.32 CULVERT CLEANER | | | | | 1000|(INCLUDING OPERATOR) | 20.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |634.16 HIGHWAY LIGHTING | | | | | 1010| |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |639.18 FIELD OFFICE TYPE | | | | | 1020|A | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.71 TRAFFIC SIGNAL | | | | | 1030|MODIFICATION BROADTURN |LUMP |LUMP | | | |RD. | | | | | ------------------------------------------------------------------------------- |643.71 TRAFFIC SIGNAL | | | | | 1040|MODIFICATION HARLOW ST. |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |643.712 PREEMPTIVE | | | | | 1050|SYSTEM |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |643.80 TRAFFIC SIGNALS | | | | | 1060|AT NEW PAYNE RD. |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |643.83 VIDEO DETECTION | | | | | 1070|SYSTEM |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |643.90 INTERCONNECT WIRE | | | | | 1080|BETWEEN BROADTURN AND |LUMP |LUMP | | | |PAYNE RD. | | | | | ------------------------------------------------------------------------------- |643.91 MAST ARM POLE | | | | | 1090|15' MAST ARM | 1.000| | | | | |EA | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 11 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |643.91 MAST ARM POLE | | | | | 1100|25' MAST ARM | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.91 MAST ARM POLE | | | | | 1110|30' MAST ARM | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.92 PEDESTAL POLE | | | | | 1120| | 8.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.93 STRAIN POLE | | | | | 1130| | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.94 DUAL PURPOSE POLE | | | | | 1140|2 - 15' MAST ARMS | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.94 DUAL PURPOSE POLE | | | | | 1150|30' & 40' MAST ARMS | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.94 DUAL PURPOSE POLE | | | | | 1160|35' MAST ARM | 4.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.94 DUAL PURPOSE POLE | | | | | 1170|45' MAST ARM | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |643.94 DUAL PURPOSE POLE | | | | | 1180|50' MAST ARM | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |645.271 REGULATORY, | | | | | 1190|WARNING, CONFIRMATION | 10.000| | | | |AND ROUTE MARKER |SF | | | | |ASSEMBLY SIGNS, TYPE I | | | | | ------------------------------------------------------------------------------- |645.291 ROADSIDE GUIDE | | | | | 1200|SIGNS TYPE II | 290.000| | | | | |SF | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 12 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |645.2912 ROADSIDE GUIDE | | | | | 1210|SIGNS TYPE II - TOWN | 4.000| | | | |SUPPLIED |EA | | | | ------------------------------------------------------------------------------- |645.292 REGULATORY, | | | | | 1220|WARNING, CONFIRMATION | 820.000| | | | |AND ROUTE MARKER |SF | | | | |ASSEMBLY SIGNS TYPE II | | | | | ------------------------------------------------------------------------------- |652.30 FLASHING ARROW | | | | | 1230|BOARD | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.312 TYPE III | | | | | 1240|BARRICADE | 15.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.33 DRUM | | | | | 1250| | 425.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.34 CONE | | | | | 1260| | 200.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |652.35 CONSTRUCTION | | | | | 1270|SIGNS | 1500.000| | | | | |SF | | | | ------------------------------------------------------------------------------- |652.36 MAINTENANCE OF | | | | | 1280|TRAFFIC CONTROL DEVICES | 300.000| | | | | |CD | | | | ------------------------------------------------------------------------------- |652.38 FLAGGER | | | | | 1290| | 3150.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |652.381 TRAFFIC OFFICER | | | | | 1300| | 500.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |652.41 PORTABLE | | | | | 1310|CHANGEABLE MESSAGE SIGN | 5.000| | | | | |EA | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 13 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |656.75 TEMPORARY SOIL | | | | | 1320|EROSION AND WATER |LUMP |LUMP | | | |POLLUTION CONTROL | | | | | ------------------------------------------------------------------------------- |659.10 MOBILIZATION | | | | | 1330| |LUMP |LUMP | | | | | | | | | ------------------------------------------------------------------------------- |660.21 ON-THE-JOB | | | | | 1340|TRAINING (BID) | 1000.000| | | | | |HR | | | | ------------------------------------------------------------------------------- |803.01 TEST PITS | | | | | 1350| | 4.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |822.3225 6 INCH CLASS 52 | | | | | 1360|DUCTILE IRON PIPE PUSH | 120.000| | | | |ON JOINT |LF | | | | ------------------------------------------------------------------------------- |822.3405 8 INCH CLASS 52 | | | | | 1370|DUCTILE IRON PIPE PUSH | 475.000| | | | |ON JOINT |LF | | | | ------------------------------------------------------------------------------- |822.3605 12" CLASS 52 | | | | | 1380|DUCTILE IRON PIPE PUSH | 1500.000| | | | |ON JOINT |LF | | | | ------------------------------------------------------------------------------- |823.31 12 INCH GATE | | | | | 1390|VALVE | 4.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.32 10 INCH GATE | | | | | 1400|VALVE | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.325 8 INCH GATE | | | | | 1410|VALVE | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.325 8 INCH GATE | | | | | 1420|VALVE INSERTION | 2.000| | | | | |EA | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 14 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |823.331 6 INCH GATE | | | | | 1430|VALVE | 2.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.331 6 INCH GATE | | | | | 1440|VALVE INSERTION | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.34 BLOW OFF VALVE | | | | | 1450|ASSEMBLY | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |823.341 AIR RELEASE | | | | | 1460|VALVE 1" | 3.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |824.30 FIRE HYDRANT | | | | | 1470| | 6.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |824.3011 HYDRANT | | | | | 1480|ASSEMBLY (TAPPING | 1.000| | | | |SLEEVE/GATE VALVE) 12" |EA | | | | |X 8" | | | | | ------------------------------------------------------------------------------- |824.32 REMOVE/RESET | | | | | 1490|HYDRANT | 1.000| | | | | |EA | | | | ------------------------------------------------------------------------------- |825.42 2" COPPER SERVICE | | | | | 1500| | 90.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |825.43 1" COPPER SERVICE | | | | | 1510| | 175.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |825.431 1 1/2 INCH | | | | | 1520|COPPER SERVICE | 120.000| | | | | |LF | | | | ------------------------------------------------------------------------------- |827.301 ROCK EXCAVATION | | | | | 1530|WATER MAIN | 100.000| | | | | |CY | | | | -------------------------------------------------------------------------------
MAINE DEPARTMENT OF TRANSPORTATION PAGE: 15 DATE: 120823 SCHEDULE OF ITEMS REVISED: CONTRACT ID: 017343.00 PROJECT(S): STP-1734(300)X CONTRACTOR :________________________________________________________________ ------------------------------------------------------------------------------- LINE| ITEM | APPROX. | UNIT PRICE | BID AMOUNT NO | DESCRIPTION | QUANTITY |----------------|-------------- | | AND UNITS | DOLLARS | CTS | DOLLARS |CTS ------------------------------------------------------------------------------- |827.32 CONCRETE AND | | | | | 1540|MISCELLANEOUS | 123.000| | | | |EXCAVATION - WATER MAIN |CY | | | | ------------------------------------------------------------------------------- | | | SECTION 0001 TOTAL | . ------------------------------------------------------------------------------- SECTION 0002 ALTERNATE 1 - CONCRETE MEDIAN ALT GROUP AM1 ------------------------------------------------------------------------------- |502.35 STRUCTURAL | | | | | 1550|CONCRETE, STAMPED | 870.000| | | | |COLORED CONCRETE |SY | | | | |PAVEMENT | | | | | ------------------------------------------------------------------------------- | | | SECTION 0002 TOTAL | . ------------------------------------------------------------------------------- SECTION 0003 ALTERNATE 2 - BITUMINOUS MEDIAN ALT GROUP AM2 ------------------------------------------------------------------------------- |304.09 AGGREGATE BASE | | | | | 1560|COURSE - CRUSHED | 50.000| | | | | |CY | | | | ------------------------------------------------------------------------------- |403.209 HOT MIX ASPHALT | | | | | 1570|9.5 MM (SIDEWALKS, | 100.000| | | | |DRIVES, INCIDENTALS) |T | | | | ------------------------------------------------------------------------------- |658.20 ACRYLIC LATEX | | | | | 1580|COLOR FINISH, GREEN | 870.000| | | | | |SY | | | | ------------------------------------------------------------------------------- | | | | SECTION 0003 TOTAL | | ------------------------------------------------------------------------------- | | | | TOTAL BID | | -------------------------------------------------------------------------------
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