VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : E80 -1 TABULATION OF BIDS CALL ORDER : E80 CONTRACT ID : CM405A73901 COUNTIES : HANOVER LETTING DATE : 01/20/05 10:00 A.M. DISTRICT : 04 CONTRACT TIME : 05/01/05 COMPLETION DATE CONTRACT DESCRIPTION : SUBURBAN PROJECT(S) : NONE/DP-4A-05 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 C097 CORMAN CONSTRUCTION, INC. $ 646,747.00 100.0000% 2 B028 BLAKEMORE CONSTRUCTION CORPORATION $ 708,502.63 109.5486% ==================================================================================================================================== |(1) C097 |(2) B028 | |CORMAN CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORPO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REGULAR BID ITEMS | | | 0005 00100 LUMP| 51456.00000 51456.00| 55000.00000 55000.00| MOBILIZATION | | | 0010 00101 LUMP| 17363.00000 17363.00| 3450.00000 3450.00| CONSTRUCTION SURVEYING | | | 0015 00125 LUMP| 106780.00000 106780.00| 175000.00000 175000.00| GRADING | | | 0020 00140 400.000 CY | 63.00000 25200.00| 32.20000 12880.00| BORROW EXCAVATION | | | 0025 00211 41.000 CY | 157.00000 6437.00| 64.52000 2645.32| MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0030 00355 30.000 SY | 31.00000 930.00| 21.05000 631.50| GEOTEXTILE (SUBGRADE STABILIZATION) | | | 0035 00525 7.000 CY | 393.00000 2751.00| 1667.50000 11672.50| CONCRETE CLASS A3 MISC. | | | 0040 01152 51.000 LF | 116.00000 5916.00| 98.90000 5043.90| 15" CONC. PIPE | | | 0045 01542 56.000 LF | 705.00000 39480.00| 479.07000 26827.92| 54" CONC. PIPE | | | 0050 02090 274.000 LF | 734.00000 201116.00| 791.20000 216788.80| NS PIPE PIPE CULVERT REHAB. 54" (METHOD | | | E) | | | 0055 02090 23.000 LF | 449.00000 10327.00| 655.50000 15076.50| NS PIPE PIPE 54" SMOOTH WALL STEEL(0.5" | | | WALL) 302 | | | 0060 06819 1.000 EA | 4095.00000 4095.00| 3450.00000 3450.00| DROP INLET DI-3B,L=8' | | | 0065 09055 39.000 LF | 1114.00000 43446.00| 640.67000 24986.13| MANHOLE MH-2 | | | 0070 09057 2.000 EA | 625.00000 1250.00| 517.50000 1035.00| FRAME & COVER MH-1 | | | VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : E80 -2 TABULATION OF BIDS CALL ORDER : E80 CONTRACT ID : CM405A73901 COUNTIES : HANOVER LETTING DATE : 01/20/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) C097 |(2) B028 | |CORMAN CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORPO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 09150 27.000 TON | 72.00000 1944.00| 138.00000 3726.00| EROSION CONTROL STONE CLASS I, EC-1 | | | 0080 10128 50.000 TON | 77.00000 3850.00| 49.45000 2472.50| AGGR. BASE MATL. TY. I NO. 21B | | | 0085 10250 50.000 TON | 44.00000 2200.00| 57.50000 2875.00| NS AGGR. MATERIAL AGGR. MATERIAL NO. 3 .| | | 0090 10607 15.000 TON | 147.00000 2205.00| 247.25000 3708.75| ASPHALT CONCRETE TY. SM-12.5A | | | 0095 10612 30.000 TON | 101.00000 3030.00| 247.25000 7417.50| ASPHALT CONCRETE BASE COURSE TY. BM-25.0| | | 0100 11070 105.000 LF | 9.00000 945.00| 11.50000 1207.50| NS SAW CUT SAW CUT ASPHALT CONC. | | | 6"DEPTH 703 | | | 0105 13315 1.000 EA | 1100.00000 1100.00| 1150.00000 1150.00| GUARDRAIL TERMINAL GR-11 | | | 0110 13320 50.000 LF | 44.00000 2200.00| 57.50000 2875.00| GUARDRAIL GR-2 | | | 0115 14416 72.000 LF | 55.00000 3960.00| 57.50000 4140.00| COMB. CURB & GUTTER CG-6 | | | 0120 21215 400.000 LF | 47.00000 18800.00| 94.30000 37720.00| MEDIAN STRIP MS-2 | | | 0125 24152 2.000 EA | 263.00000 526.00| 460.00000 920.00| TYPE III BARRICADE 8' | | | 0130 24272 224.000 HR | 11.00000 2464.00| 40.25000 9016.00| TRUCK MOUNTED ATTENUATOR | | | 0135 24278 1050.000 DAY | 2.00000 2100.00| 2.19000 2299.50| GROUP 2 CHANNELIZING DEVICES | | | 0140 24279 224.000 HR | 20.00000 4480.00| 28.75000 6440.00| PORTABLE CHANGEABLE MESSAGE SIGN | | | 0145 24281 224.000 HR | 11.00000 2464.00| 11.50000 2576.00| ELECTRONIC ARROW | | | 0150 24282 224.000 HR | 20.00000 4480.00| 17.25000 3864.00| FLAGGER SERVICE | | | 0155 24430 300.000 SY | 20.00000 6000.00| 20.70000 6210.00| DEMOLITION OF PAVEMENT (FLEXIBLE) | | | 0160 24702 2.000 EA | 2287.00000 4574.00| 2530.00000 5060.00| NS REMOVE EXIST. REMOVE EXIST JB-1A 510 | | | 0165 24803 1.000 EA | 2336.00000 2336.00| 1840.00000 1840.00| NS REMOVE EXIST. ENDWALL REMOVE EXIST. | | | ENDWALL . 510 | | | 0170 24832 1.000 EA | 1384.00000 1384.00| 1495.00000 1495.00| NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE TO ACCEPT 15" CONC. PIPE 510 | | | VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 01/31/05 PAGE : E80 -3 TABULATION OF BIDS CALL ORDER : E80 CONTRACT ID : CM405A73901 COUNTIES : HANOVER LETTING DATE : 01/20/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) C097 |(2) B028 | |CORMAN CONSTRUCTION, INC. |BLAKEMORE CONSTRUCTION CORPO| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 24832 1.000 EA | 691.00000 691.00| 5750.00000 5750.00| NS ADJUST EXIST. MANHOLE ADJUST EXIST. | | | MANHOLE TO ACCEPT 54" STEEL PIPE 510 | | | 0180 27102 60.000 LB | 26.00000 1560.00| 11.50000 690.00| REGULAR SEED | | | 0185 27215 1.000 TON | 844.00000 844.00| 690.00000 690.00| FERTILIZER(15-30-15) | | | 0190 27250 1.000 TON | 446.00000 446.00| 126.50000 126.50| LIME | | | 0195 27327 450.000 SY | 4.00000 1800.00| 11.50000 5175.00| SOIL STABILIZATION MAT EC-3 TYPE C | | | 0200 27410 1.000 EA | 1164.00000 1164.00| 862.50000 862.50| CHECK DAM, ROCK TY. I | | | 0205 27422 2.000 EA | 15081.00000 30162.00| 1725.00000 3450.00| DEWATERING BASIN | | | 0210 27430 69.000 CY | 7.00000 483.00| 28.75000 1983.75| SILTATION CONTROL EXCAVATION | | | 0215 27505 300.000 LF | 8.00000 2400.00| 6.90000 2070.00| TEMP. SILT FENCE | | | 0220 54032 16000.000 LF | 0.30000 4800.00| 0.34000 5440.00| TYPE B CLASS I PAVE. LINE MARKING 4" | | | 0225 54042 48.000 LF | 6.00000 288.00| 5.47000 262.56| TYPE B CLASS I PAVE. LINE MARKING 24" | | | 0230 54105 12000.000 LF | 0.55000 6600.00| 1.04000 12480.00| ERADICATION OF EXIST. PAVEMENT MARKING | | | 0235 54240 100.000 EA | 6.00000 600.00| 4.32000 432.00| TEMP. PAVE. MARKER 1 WAY | | | 0240 54300 8.000 EA | 110.00000 880.00| 86.25000 690.00| PAVEMENT MESSAGE MARK. ELONGATED ARROW | | | SINGLE | | | 0245 54510 4600.000 LF | 1.40000 6440.00| 1.50000 6900.00| CONSTR.PAVE.MARK. (TY.D,CL.I)4" | | | SECTION TOTALS | $ 646,747.00| $ 708,502.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 646,747.00| $ 708,502.63| ====================================================================================================================================