E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 2 CONTRACT ID : C00052173C01 STATE PROJ NUM: (NFO)U000-186-105, C501 FEDERAL PROJ NUM:STP-5186(0005) ORDER NO. C59 DATE 04/29/13 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 | 00110|CLEARING AND GRUBBING | 1| | |------------| |-------------| | |301 | | LS | | | | ------------------------------------------------------------------------------------ |0040 | 00120|REGULAR EXCAVATION | 980.00| | |------------| |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0050 | 00212|MINOR STRUCTURE EXCAV. | 168.00| | |------------|BOX CULVERT |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0060 | 00522|CONCRETE CLASS A4 | 82.00| | |------------|BOX CULVERT |-------------| | |302 | | CY | | | | ------------------------------------------------------------------------------------ |0070 | 00540|REINF. STEEL | 1515.00| | |------------| |-------------| | |302 406 | | LB | | | | ------------------------------------------------------------------------------------ |0080 | 00541|CORROSION RESISTANT | 8154.00| | |------------|REINF. STEEL CL. I |-------------| | |406 | | LB | | | | ------------------------------------------------------------------------------------ |0090 | 00700|POST INSTALLATION | 23.00| | |------------|INSPECTION |-------------| | |302 | | LF | | | | ------------------------------------------------------------------------------------ |0100 | 01240|24" PIPE | 7.00| | |------------| |-------------| | |302 | | LF | | | | ------------------------------------------------------------------------------------ |0110 | 02090|PIPE | 14.40| | |------------|18" STEEL PIPE |-------------| | |302 | | LF | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 3 CONTRACT ID : C00052173C01 STATE PROJ NUM: (NFO)U000-186-105, C501 FEDERAL PROJ NUM:STP-5186(0005) ORDER NO. C59 DATE 04/29/13 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0120 | 06240|24" END SECTION | 1.00| | |------------|ES-1 OR 2 |-------------| | |302 | | EA | | | | ------------------------------------------------------------------------------------ |0130 | 09150|EROSION CONTROL STONE | 27.00| | |------------|CLASS I, EC-1 |-------------| | |414 | | TON | | | | ------------------------------------------------------------------------------------ |0140 | 10128|AGGR. BASE MATL. TY. I | 17.00| | |------------|NO. 21B |-------------| | |308 309 | | TON | | | | ------------------------------------------------------------------------------------ |0150 | 10636|ASPHALT CONCRETE | 15.00| | |------------|TY. SM-9.5D |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0160 | 10643|ASPHALT CONCRETE | 8.00| | |------------|TY. BM-25.0D |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0170 | 11070|SAW-CUT ASPH CONC | 56.00| | |------------|9" |-------------| | |315 | | LF | | | | ------------------------------------------------------------------------------------ |0180 | 13220|HYDRAULIC CEMENT CONC. | 7.00| | |------------|SIDEWALK 4" |-------------| | |504 | | SY | | | | ------------------------------------------------------------------------------------ |0190 | 14440|SAW CUT SIDEWALK | 8.00| | |------------| |-------------| | |ATTD | | LF | | | | ------------------------------------------------------------------------------------ |0200 | 16241|AGGR. MATL | 74.00| | |------------|NO. 57 |-------------| | |ATTD | | TON | | | | ------------------------------------------------------------------------------------ |0210 | 16522|FLEXIBLE PAVEMENT | 131.00| | |------------|PLANING 0" - 2" |-------------| | |515 | | SY | | | | ------------------------------------------------------------------------------------ |0220 | 24152|TYPE III BARRICADE 8' | 8.00| | |------------| |-------------| | |512 | | EA | | | | ------------------------------------------------------------------------------------ |0230 | 24160|CONSTRUCTION SIGNS | 149.00| | |------------| |-------------| | |512 | | SF | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 4 CONTRACT ID : C00052173C01 STATE PROJ NUM: (NFO)U000-186-105, C501 FEDERAL PROJ NUM:STP-5186(0005) ORDER NO. C59 DATE 04/29/13 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0240 | 24279|PORTABLE CHANGEABLE | 600.00| | |------------|MESSAGE SIGN |-------------| | |512 | | HR | | | | ------------------------------------------------------------------------------------ |0250 | 24430|DEMOLITION OF PAVEMENT | 50.00| | |------------|(FLEXIBLE) |-------------| | |508 | | SY | | | | ------------------------------------------------------------------------------------ |0260 | 26119|DRY RIPRAP CL.I 18" | 81.00| | |------------| |-------------| | |414 | | TON | | | | ------------------------------------------------------------------------------------ |0270 | 27102|REGULAR SEED | 58.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ |0280 | 27103|OVERSEEDING | 36.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ |0290 | 27215|FERTILIZER(15-30-15) | 0.07| | |------------| |-------------| | |603 | | TON | | | | ------------------------------------------------------------------------------------ |0300 | 27250|LIME | 0.97| | |------------| |-------------| | |603 | | TON | | | | ------------------------------------------------------------------------------------ |0310 | 27326|SOIL STABILIZATION MAT | 1266.00| | |------------|EC-3 TYPE B |-------------| | |606 | | SY | | | | ------------------------------------------------------------------------------------ |0320 | 27410|CHECK DAM, ROCK TY. I | 3.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0325 | 27415|CHECK DAM(ROCK) TY. II | 1.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0330 | 27422|DEWATERING BASIN | 2.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0340 | 27430|SILTATION CONTROL | 22.00| | |------------|EXCAVATION |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 5 CONTRACT ID : C00052173C01 STATE PROJ NUM: (NFO)U000-186-105, C501 FEDERAL PROJ NUM:STP-5186(0005) ORDER NO. C59 DATE 04/29/13 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0350 | 27505|TEMP. SILT FENCE | 83.00| | |------------| |-------------| | |303 | | LF | | | | ------------------------------------------------------------------------------------ |0360 | 40041|4" DI WATER MAIN | 165.00| | |------------| |-------------| | |520 | | LF | | | | ------------------------------------------------------------------------------------ |0370 | 41981|WATER FACILITIES | 94.00| | |------------|12 INCH JACKED STEEL |-------------| | |PLAN |ENCASEMENT PIPE | LF | | | | ------------------------------------------------------------------------------------ |0380 | 54100|PAVEMENT MARKING | 64.00| | |------------|TYPE B CLASS I PAVE. |-------------| | |704 ATTD |LINE MARKING 4" | LF | | | | ------------------------------------------------------------------------------------ |0390 | 54101|PAVEMENT MARKING | 1.00| | |------------|PAVE. MESSAGE MARK. |-------------| | |704 ATTD |R/R CROSSING | EA | | | | ------------------------------------------------------------------------------------ | TOTAL ITEMS IN SECTION 0001 REGULAR BID ITEMS | | | ------------------------------------------------------------------------------------ | TOTAL BID | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------