E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/08/12 PAGE : E53 -1 TABULATION OF BIDS CALL ORDER : E53 CONTRACT ID : CM412DPA39711 COUNTIES : HANOVER LETTING DATE : 08/06/12 10:00 AM DISTRICT : 04 CONTRACT TIME : 08/31/12 COMPLETION DATE PROJECT(S) : 0643-042-428,N501 FED # N/A CONTRACT DESCRIPTION: EMERGENCY PIPE REPLACEMENT 0.27 MI SOUTH OF RTE 360 0.13 MI. NORTH OF RTE 1155 SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 K003 KENT & SONS, INC., J. L. $ 165,470.00 100.0000% 2 C333 CURTIS CONTRACTING, INC. $ 190,263.00 114.9834% 3 C097 CORMAN CONSTRUCTION, INC. $ 212,397.00 128.3598% 4 H660 C. D. HALL CONSTRUCTION, INC. $ 245,345.00 148.2716% ==================================================================================================================================== |( 1 ) K003 |( 2 ) C333 |( 3 ) C097 |KENT & SONS, INC., J. L. |CURTIS CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 0100 | | | 0010 00100 LUMP| 8150.00000 8150.00| 29000.00000 29000.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 00211 1266.000 CY | 20.00000 25320.00| 28.00000 35448.00| 32.00000 40512.00 MINOR STRUCTURE EXCAV. PIPE CULVERT | | | 0030 00505 40.000 TON | 30.00000 1200.00| 82.00000 3280.00| 55.00000 2200.00 BEDDING MATL. AGGR. NO. 25 OR 26 | | | 0040 01600 120.000 LF | 300.00000 36000.00| 148.00000 17760.00| 385.00000 46200.00 60" PIPE | | | 0050 09215 15.000 SY | 130.00000 1950.00| 166.00000 2490.00| 70.00000 1050.00 PAVED DITCH PG-5 | | | 0060 10250 2280.000 TON | 17.50000 39900.00| 17.00000 38760.00| 22.00000 50160.00 NS AGGR. MATERIAL AGGR. MATERIAL AGGR. | | | MATERIAL #21 A OR B | | | 0070 10250 95.000 TON | 27.00000 2565.00| 59.00000 5605.00| 35.00000 3325.00 NS AGGR. MATERIAL AGGR. MATERIAL AGGR. | | | MATERIAL #3 | | | 0080 13555 19.000 CY | 965.00000 18335.00| 1155.00000 21945.00| 950.00000 18050.00 NS RETAINING WALL RETAINING WALL | | | CONCRETE CLASS C1 RETAINING WALL | | | E22-LBTABTA VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 08/08/12 PAGE : E53 -2 TABULATION OF BIDS CALL ORDER : E53 CONTRACT ID : CM412DPA39711 COUNTIES : HANOVER LETTING DATE : 08/06/12 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) K003 |( 2 ) C333 |( 3 ) C097 |KENT & SONS, INC., J. L. |CURTIS CONTRACTING, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 13565 45.000 CY | 20.00000 900.00| 107.00000 4815.00| 75.00000 3375.00 RETAINING WALL EXCAVATION | | | 0100 16355 35.000 TON | 250.00000 8750.00| 256.00000 8960.00| 185.00000 6475.00 ASPHALT CONCRETE TY. SM-12.5D | | | 0110 16370 50.000 TON | 250.00000 12500.00| 198.00000 9900.00| 175.00000 8750.00 ASPHALT CONCRETE TY. IM-19.0D | | | 0120 24600 300.000 LF | 10.00000 3000.00| 5.00000 1500.00| 7.00000 2100.00 REMOVE EXISTING GUARDRAIL | | | 0130 24611 300.000 LF | 18.00000 5400.00| 21.00000 6300.00| 26.00000 7800.00 NS RESET EXIST. GUARDRAIL RESET EXIST. | | | GUARDRAIL RESET GUARDRAIL | | | 0140 26119 30.000 TON | 50.00000 1500.00| 150.00000 4500.00| 80.00000 2400.00 DRY RIPRAP CL.I 18" | | | SECTION TOTALS | $ 165,470.00| $ 190,263.00| $ 212,397.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 165,470.00| $ 190,263.00| $ 212,397.00 ====================================================================================================================================