E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 2 CONTRACT ID : C00077329C01 STATE PROJ NUM: (NFO)0644-016-221, C501,B633 FEDERAL PROJ NUM:BROS-016-6(037) ORDER NO. A84 DATE 06/26/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ | LINE| ITEM | ITEM | APP QTY. | UNIT PRICE | BID AMOUNT |------------| DESCRIPTION |-------------|--------------|-------------- |SPEC NUMBER | | UNITS | DOLLARS|CTS | DOLLARS|CTS ------------------------------------------------------------------------------------ | COMMON ITEMS ------------------------------------------------------------------------------------ |0010 | 00100|MOBILIZATION | 1| | |------------| |-------------| | |513 | | LS | | | | ------------------------------------------------------------------------------------ |0020 | 00101|CONSTRUCTION SURVEYING | 1| | |------------|(CONSTRUCTION) |-------------| | |517 | | LS | | | | ------------------------------------------------------------------------------------ |0030 | 00120|REGULAR EXCAVATION | 537.00| | |------------| |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0040 | 00150|EMBANKMENT | 637.00| | |------------| |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0050 | 10100|AGGR. MATL. NO. 21B | 141.00| | |------------| |-------------| | |308 309 | | TON | | | | ------------------------------------------------------------------------------------ |0060 | 10610|ASPHALT CONCRETE | 89.00| | |------------|TY. IM-19.0A |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0070 | 10625|FLEXIBLE PAVE. TIE-IN | 173.00| | |------------|PLANING 0" - 2" |-------------| | |515 | | SY | | | | ------------------------------------------------------------------------------------ |0080 | 10635|ASPHALT CONCRETE | 57.00| | |------------|TY. SM-9.5A |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0090 | 13212|R/W MONUMENT RM-2 | 12.00| | |------------| |-------------| | |503 | | EA | | | | ------------------------------------------------------------------------------------ |0100 | 13320|GUARDRAIL GR-2 | 494.00| | |------------| |-------------| | |505 | | LF | | | | ------------------------------------------------------------------------------------ |0110 | 13345|ALTERNATE BREAKAWAY | 4.00| | |------------|CABLE TERMINAL (GR-9) |-------------| | |505 | | EA | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 3 CONTRACT ID : C00077329C01 STATE PROJ NUM: (NFO)0644-016-221, C501,B633 FEDERAL PROJ NUM:BROS-016-6(037) ORDER NO. A84 DATE 06/26/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0120 | 13383|FIXED OBJECT ATTACH. | 4.00| | |------------|GR-FOA-1 TY. I |-------------| | |505 | | EA | | | | ------------------------------------------------------------------------------------ |0130 | 24152|TYPE III BARRICADE 8' | 2.00| | |------------| |-------------| | |512 | | EA | | | | ------------------------------------------------------------------------------------ |0140 | 24160|CONSTRUCTION SIGNS | 379.00| | |------------| |-------------| | |512 | | SF | | | | ------------------------------------------------------------------------------------ |0150 | 24430|DEMOLITION OF PAVEMENT | 604.00| | |------------|(FLEXIBLE) |-------------| | |508 | | SY | | | | ------------------------------------------------------------------------------------ |0160 | 27012|TOPSOIL CLASS A 2" | 0.30| | |------------| |-------------| | |602 | | ACRE | | | | ------------------------------------------------------------------------------------ |0170 | 27102|REGULAR SEED | 53.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ |0180 | 27103|OVERSEEDING | 33.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ |0190 | 27215|FERTILIZER(15-30-15) | 0.10| | |------------| |-------------| | |603 | | TON | | | | ------------------------------------------------------------------------------------ |0200 | 27250|LIME | 1.00| | |------------| |-------------| | |603 | | TON | | | | ------------------------------------------------------------------------------------ |0210 | 27415|CHECK DAM(ROCK) TY. II | 3.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0220 | 27430|SILTATION CONTROL | 325.00| | |------------|EXCAVATION |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0230 | 27506|TEMP. FILTER BARRIER | 1900.00| | |------------| |-------------| | |303 | | LF | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 4 CONTRACT ID : C00077329C01 STATE PROJ NUM: (NFO)0644-016-221, C501,B633 FEDERAL PROJ NUM:BROS-016-6(037) ORDER NO. A84 DATE 06/26/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0240 | 27525|TURBIDITY CURTAIN, | 150.00| | |------------|PERVIOUS |-------------| | |ATTD | | LF | | | | ------------------------------------------------------------------------------------ |0250 | 54032|TYPE B CLASS I PAVE. | 1295.00| | |------------|LINE MARKING 4" |-------------| | |704 | | LF | | | | ------------------------------------------------------------------------------------ |0260 | 54075|TYPE B CLASS VI PAVE. | 104.00| | |------------|LINE MARKING 4" |-------------| | |ATTD704 | | LF | | | | ------------------------------------------------------------------------------------ |0270 | 60404|CONCRETE CLASS A4 | 27.00| | |------------| |-------------| | |404 | | CY | | | | ------------------------------------------------------------------------------------ |0280 | 60490|BRIDGE DECK GROOVING | 133.00| | |------------| |-------------| | |404 | | SY | | | | ------------------------------------------------------------------------------------ |0290 | 61150|PRESTR. CONC. SLAB | 3.00| | |------------|3' X 21" X(+50' - 55') |-------------| | |405 | | EA | | | | ------------------------------------------------------------------------------------ |0300 | 61195|PRESTR. CONC. SLAB | 4.00| | |------------|4' X 21" X(+45' - 50') |-------------| | |405 | | EA | | | | ------------------------------------------------------------------------------------ |0310 | 61701|CORROSION RESISTANT | 4140.00| | |------------|REINF.STEEL LOW CARBON |-------------| | |406 |\CHROMIUM | LB | | | | ------------------------------------------------------------------------------------ |0320 | 62033|RAILING.KANSAS CORRAL | 104.00| | |------------|32" W/OUT CURB |-------------| | |410 | | LF | | | | ------------------------------------------------------------------------------------ |0330 | 64005|SELECT MATL. TY. I MIN.| 445.00| | |------------|CBR-30 |-------------| | |305 | | TON | | | | ------------------------------------------------------------------------------------ |0340 | 64011|STRUCTURE | 97.00| | |------------|EXCAVATION |-------------| | |401 | | CY | | | | ------------------------------------------------------------------------------------ |0350 | 64101|DYNAMIC PILE TEST | 3.00| | |------------|(FRICTION PILES) |-------------| | |ATTD | | EA | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 5 CONTRACT ID : C00077329C01 STATE PROJ NUM: (NFO)0644-016-221, C501,B633 FEDERAL PROJ NUM:BROS-016-6(037) ORDER NO. A84 DATE 06/26/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0360 | 64412|PRESTR. CONCRETE | 504.00| | |------------|PILES 12" |-------------| | |403 | | LF | | | | ------------------------------------------------------------------------------------ |0370 | 64808|DRIVING TEST FOR 12" | 198.00| | |------------|PRESTR. CONC. PILE |-------------| | |403 | | LF | | | | ------------------------------------------------------------------------------------ |0380 | 65013|CONCRETE CLASS A3 | 27.00| | |------------| |-------------| | |404 | | CY | | | | ------------------------------------------------------------------------------------ |0390 | 65201|CORROSION RESISTANT | 4120.00| | |------------|REINF.STEEL LOW CARBON |-------------| | |406 |\CHROMIUM | LB | | | | ------------------------------------------------------------------------------------ |0400 | 66239|DRY RIPRAP CL.II 38" | 203.00| | |------------| |-------------| | |414 | | TON | | | | ------------------------------------------------------------------------------------ |0410 | 67900|DISM.& REM. EX. STR. | 1| | ------------|#6032 |-------------| | |413 | |LS | | | | ------------------------------------------------------------------------------------ | TOTAL ITEMS IN SECTION 0001 REGULAR BID ITEMS | | | ------------------------------------------------------------------------------------ | TOTAL BID | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------