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LETTING DATE : 03/30/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/30/05
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 011047.00 COMPLETION DATE : 11/15/05
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PROJECT(S): BR-1104(700)X LOCATION(S): VASSALBORO, BRIDGE REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : VASSALBORO, BRIDGE REPLACEMENT NOTARY PUBLIC
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 000063 WYMAN & SIMPSON, INC. $ 674,400.00 100.0000%
2 000416 T BUCK CONSTRUCTION INC. $ 733,337.01 108.7392%
3 001954 TECHNICAL CONSTRUCTION INC. $ 832,459.00 123.4370%
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|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 BRIDGE ITEMS
| | |
0010 202.19 250.000 LS | 60000.00000 60000.00| 36000.00000 36000.00| 80000.00000 80000.00
REMOVING EXISTING BRIDGE | | |
0020 203.20 2300.000 CY | 9.00000 20700.00| 10.20000 23460.00| 11.00000 25300.00
COMMON EXCAVATION | | |
0030 203.24 10.000 CY | 15.00000 150.00| 35.00000 350.00| 17.00000 170.00
COMMON BORROW | | |
0040 203.25 500.000 CY | 15.50000 7750.00| 30.80000 15400.00| 28.00000 14000.00
GRANULAR BORROW | | |
0050 206.082 400.000 CY | 25.00000 10000.00| 20.00000 8000.00| 21.00000 8400.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0060 206.09 10.000 CY | 200.00000 2000.00| 150.00000 1500.00| 250.00000 2500.00
STRUCTURAL ROCK EXCAVATION - ABUTMENTS | | |
AND RETAINING WALLS | | |
0070 304.10 2450.000 CY | 15.00000 36750.00| 18.50000 45325.00| 23.00000 56350.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 403.209 10.000 T | 170.00000 1700.00| 150.00000 1500.00| 150.00000 1500.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS | | |
DRIVES, INCIDENT ALS) | | |
0090 403.210 300.000 T | 108.00000 32400.00| 95.00000 28500.00| 98.00000 29400.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0100 403.213 350.000 T | 108.00000 37800.00| 85.00000 29750.00| 88.00000 30800.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
LETTING DATE : 03/30/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/30/05
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 011047.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15 50.000 G | 27.00000 1350.00| 25.00000 1250.00| 25.00000 1250.00
BITUMINOUS TACK COAT APPLIED | | |
0120 502.219 115.000 LS | 80000.00000 80000.00| 84500.00000 84500.00| 79200.00000 79200.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0130 502.56 20.000 CY | 200.00000 4000.00| 265.00000 5300.00| 290.00000 5800.00
CONCRETE FILL | | |
0140 503.12 9600.000 LB | 0.70000 6720.00| 0.40000 3840.00| 0.50000 4800.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0150 503.13 9600.000 LB | 0.25000 2400.00| 0.50000 4800.00| 0.70000 6720.00
REINFORCING STEEL, PLACING | | |
0160 509.13 25200.000 LS | 32700.00000 32700.00| 39955.00000 39955.00| 38000.00000 38000.00
STEEL STRUCTURAL PLATE ARCH | | |
0170 510.10 LUMP| 120000.00000 120000.00| 178000.00000 178000.00| 186100.00000 186100.00
SPECIAL DETOUR_____ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0180 511.07 LUMP| 24000.00000 24000.00| 17300.00000 17300.00| 29100.00000 29100.00
COFFERDAM: DOWNSTREAM | | |
0190 511.07 LUMP| 24000.00000 24000.00| 20500.00000 20500.00| 20500.00000 20500.00
COFFERDAM: UPSTREAM | | |
0200 514.06 1.000 EA | 700.00000 700.00| 1200.00000 1200.00| 480.00000 480.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0210 515.20 17.000 SY | 10.00000 170.00| 15.00000 255.00| 12.00000 204.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0220 526.301 60.000 LS | 7000.00000 7000.00| 2700.00000 2700.00| 8500.00000 8500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0230 603.17 28.000 LF | 25.00000 700.00| 43.50000 1218.00| 40.00000 1120.00
18 INCH CULVERT PIPE OPTION I | | |
0240 603.179 52.000 LF | 32.00000 1664.00| 62.00000 3224.00| 69.00000 3588.00
18 INCH CULVERT PIPE OPTION III | | |
0250 605.09 74.000 LF | 20.00000 1480.00| 23.50000 1739.00| 32.00000 2368.00
6 INCH UNDERDRAIN TYPE B | | |
0260 605.10 32.000 LF | 25.00000 800.00| 21.50000 688.00| 19.00000 608.00
6 INCH UNDERDRAIN OUTLET | | |
0270 606.17 525.000 LF | 13.00000 6825.00| 11.62000 6100.50| 12.00000 6300.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0280 606.21 37.500 LF | 16.00000 600.00| 15.53000 582.38| 16.00000 600.00
GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND | | |
LESS | | |
LETTING DATE : 03/30/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/30/05
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 011047.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 606.22 62.500 LF | 16.00000 1000.00| 15.53000 970.63| 16.00000 1000.00
GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS | | |
0300 606.265 2.000 EA | 65.00000 130.00| 60.00000 120.00| 61.00000 122.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0310 606.35 9.000 EA | 27.00000 243.00| 25.00000 225.00| 25.00000 225.00
GUARDRAIL DELINEATOR POST | | |
0320 606.78 1.000 EA | 860.00000 860.00| 800.00000 800.00| 810.00000 810.00
LOW VOLUME GUARDRAIL ENDS - TYPE 3 | | |
0330 606.79 3.000 EA | 2050.00000 6150.00| 1900.00000 5700.00| 1900.00000 5700.00
GUARDRAIL 350 FLARED TERMINAL | | |
0340 609.31 200.000 LF | 7.00000 1400.00| 6.00000 1200.00| 10.00000 2000.00
CURB TYPE 3 | | |
0350 610.08 200.000 CY | 58.00000 11600.00| 55.00000 11000.00| 53.00000 10600.00
PLAIN RIPRAP | | |
0360 610.18 50.000 CY | 60.00000 3000.00| 62.50000 3125.00| 50.00000 2500.00
STONE DITCH PROTECTION | | |
0370 613.319 50.000 SY | 3.50000 175.00| 3.50000 175.00| 5.00000 250.00
EROSION CONTROL BLANKET | | |
0380 615.07 90.000 CY | 25.00000 2250.00| 40.00000 3600.00| 45.00000 4050.00
LOAM | | |
0390 618.13 14.000 UN | 38.00000 532.00| 35.00000 490.00| 35.00000 490.00
SEEDING METHOD NUMBER 1 | | |
0400 619.12 14.000 UN | 25.00000 350.00| 24.00000 336.00| 24.00000 336.00
MULCH | | |
0410 619.1401 180.000 CY | 23.50000 4230.00| 34.50000 6210.00| 38.00000 6840.00
EROSION CONTROL MIX | | |
0420 621.12 12.000 EA | 138.00000 1656.00| 129.00000 1548.00| 130.00000 1560.00
SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) | | |
GROUP A | | |
0430 621.249 12.000 EA | 215.00000 2580.00| 198.00000 2376.00| 200.00000 2400.00
LARGE DECIDUOUS TREES (6 FOOT - 8 FOOT) | | |
GROUP A | | |
0440 621.54 72.000 EA | 40.00000 2880.00| 34.00000 2448.00| 34.00000 2448.00
DECIDUOUS SHRUBS (18 INCH - 24 INCH) | | |
GROUP A | | |
0450 627.711 2100.000 LF | 0.55000 1155.00| 0.50000 1050.00| 0.70000 1470.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0460 629.05 20.000 HR | 25.00000 500.00| 35.00000 700.00| 25.00000 500.00
HAND LABOR, STRAIGHT TIME | | |
LETTING DATE : 03/30/05 MAINE DEPARTMENT OF TRANSPORTATION DATE : 03/30/05
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 011047.00
=========
====================================================================================================================================
|( 1 ) 000063 |( 2 ) 000416 |( 3 ) 001954
|WYMAN & SIMPSON, INC. |T BUCK CONSTRUCTION INC. |TECHNICAL CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0470 631.12 10.000 HR | 90.00000 900.00| 105.00000 1050.00| 130.00000 1300.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0480 631.15 10.000 HR | 45.00000 450.00| 70.00000 700.00| 80.00000 800.00
ROLLER, EARTH AND BASE COURSE | | |
(INCLUDING OPERATOR ) | | |
0490 631.171 10.000 HR | 32.00000 320.00| 55.00000 550.00| 50.00000 500.00
TRUCK - SMALL (INCLUDING OPERATOR) | | |
0500 635.30 700.000 SF | 42.00000 29400.00| 52.50000 36750.00| 54.00000 37800.00
PREFABRICATED MODULAR GRAVITY WALL | | |
0510 639.19 1.000 EA | 3200.00000 3200.00| 7500.00000 7500.00| 7200.00000 7200.00
FIELD OFFICE TYPE B | | |
0520 652.31 6.000 EA | 30.00000 180.00| 110.00000 660.00| 90.00000 540.00
TYPE I BARRICADE | | |
0530 652.312 4.000 EA | 150.00000 600.00| 250.00000 1000.00| 330.00000 1320.00
TYPE III BARRICADE | | |
0540 652.33 10.000 EA | 25.00000 250.00| 75.00000 750.00| 58.00000 580.00
DRUM | | |
0550 652.34 20.000 EA | 15.00000 300.00| 20.00000 400.00| 15.00000 300.00
CONE | | |
0560 652.35 500.000 SF | 9.30000 4650.00| 15.50000 7750.00| 11.00000 5500.00
CONSTRUCTION SIGNS | | |
0570 652.361 180.000 LS | 2500.00000 2500.00| 2500.00000 2500.00| 2300.00000 2300.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0580 652.38 40.000 HR | 15.00000 600.00| 15.00000 600.00| 14.00000 560.00
FLAGGER | | |
0590 656.75 LUMP| 5000.00000 5000.00| 9500.00000 9500.00| 6800.00000 6800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0600 659.101 LUMP| 61000.00000 61000.00| 58616.50000 58616.50| 80000.00000 80000.00
MOBILIZATION | | |
SECTION TOTALS | $ 674,400.00| $ 733,337.01| $ 832,459.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 674,400.00| $ 733,337.01| $ 832,459.00
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