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LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 1
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00 COMPLETION DATE : 10/06/06
=========
PROJECT(S): 010530.00 LOCATION(S): AUGUSTA, HIGHWAY IMPROVEMENTS MAINE STATE DEPARTMENT OF TRANSPORTATION
STP-1117(500)X AUGUSTA, INTERSECTION IMPROVEMENTS
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : AUGUSTA, HIGHWAY & INTERSECTION IMPROVEMENTS. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 1,141,895.95 100.0000%
2 000403 PRATT & SONS, INC. $ 1,295,719.85 113.4709%
3 000855 BRIDGECORP $ 1,301,346.27 113.9636%
4 000063 WYMAN & SIMPSON, INC. $ 1,399,976.00 122.6010%
5 000707 SARGENT CORPORATION $ 1,647,773.00 144.3015%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 4000.000 SY | 2.93000 11720.00| 3.65000 14600.00| 2.93000 11720.00
REMOVING PAVEMENT SURFACE | | |
0020 202.203 760.000 SY | 20.00000 15200.00| 24.85000 18886.00| 20.00000 15200.00
PAVEMENT BUTT JOINTS | | |
0030 203.20 3500.000 CY | 7.00000 24500.00| 21.00000 73500.00| 22.00000 77000.00
COMMON EXCAVATION | | |
0040 203.35 35.000 CY | 40.00000 1400.00| 28.00000 980.00| 33.46000 1171.10
CRUSHED STONE FILL | | |
0050 206.061 20.000 CY | 23.00000 460.00| 28.00000 560.00| 58.55000 1171.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.09 20.000 CY | 35.00000 700.00| 90.00000 1800.00| 58.55000 1171.00
AGGREGATE BASE COURSE - CRUSHED | | |
0070 304.10 2920.000 CY | 15.00000 43800.00| 27.20000 79424.00| 35.65000 104098.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.32 9900.000 SY | 2.65000 26235.00| 3.40000 33660.00| 2.65000 26235.00
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0090 403.1022 1333.000 SY | 40.00000 53320.00| 45.00000 59985.00| 39.83000 53093.39
SURFACE TREATED ASPHALT PAVEMENT | | |
0100 403.207 1915.000 T | 61.79000 118327.85| 61.79000 118327.85| 61.79000 118327.85
HOT MIX ASPHALT 19.0 MM HMA | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 2
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 403.208 1740.000 T | 68.90000 119886.00| 68.90000 119886.00| 68.90000 119886.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0120 403.209 305.000 T | 144.25000 43996.25| 144.25000 43996.25| 144.25000 43996.25
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0130 403.211 145.000 T | 144.56000 20961.20| 144.56000 20961.20| 144.56000 20961.20
HOT MIX ASPHALT (SHIMMING) | | |
0140 403.213 75.000 T | 140.89000 10566.75| 140.89000 10566.75| 140.89000 10566.75
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0150 409.15 650.000 G | 10.65000 6922.50| 10.65000 6922.50| 10.65000 6922.50
BITUMINOUS TACK COAT APPLIED | | |
0160 411.09 3.000 CY | 40.00000 120.00| 55.00000 165.00| 117.10000 351.30
UNTREATED AGGREGATE SURFACE COURSE | | |
0170 502.341 35.000 CY | 350.00000 12250.00| 595.00000 20825.00| 200.00000 7000.00
STRUCTURAL CONCRETE ROADWAY MEDIAN 5" | | |
slab | | |
0180 526.301 140.000 LS | 3750.00000 3750.00| 4500.00000 4500.00| 4098.50000 4098.50
TEMPORARY CONCRETE BARRIER TYPE I | | |
0190 603.159 65.000 LF | 45.00000 2925.00| 140.00000 9100.00| 44.79000 2911.35
12 INCH CULVERT PIPE OPTION III | | |
0200 603.169 207.000 LF | 47.00000 9729.00| 52.00000 10764.00| 42.55000 8807.85
15 INCH CULVERT PIPE OPTION III | | |
0210 603.179 35.000 LF | 60.00000 2100.00| 62.00000 2170.00| 33.40000 1169.00
18 INCH CULVERT PIPE OPTION III | | |
0220 603.195 12.000 LF | 120.00000 1440.00| 265.00000 3180.00| 121.37000 1456.44
24 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0230 603.45 135.000 LF | 600.00000 81000.00| 270.00000 36450.00| 263.84000 35618.40
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0240 604.072 8.000 EA | 1500.00000 12000.00| 3600.00000 28800.00| 2708.71000 21669.68
CATCH BASIN TYPE A1-C | | |
0250 604.077 1.000 EA | 2500.00000 2500.00| 8000.00000 8000.00| 4395.70000 4395.70
72 INCH CATCH BASIN TYPE A1-C | | |
0260 604.092 1.000 EA | 1500.00000 1500.00| 3100.00000 3100.00| 2166.26000 2166.26
CATCH BASIN TYPE B1-C | | |
0270 604.16 1.000 EA | 580.00000 580.00| 920.00000 920.00| 772.13000 772.13
ALTERING CATCH BASIN TO MANHOLES | | |
0280 604.18 11.000 EA | 280.00000 3080.00| 650.00000 7150.00| 585.50000 6440.50
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 3
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0290 604.182 4.000 EA | 200.00000 800.00| 220.00000 880.00| 204.92000 819.68
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 604.247 1.000 EA | 1200.00000 1200.00| 1900.00000 1900.00| 1501.85000 1501.85
CATCH BASIN TYPE F5-C | | |
0310 605.11 270.000 LF | 37.50000 10125.00| 46.00000 12420.00| 48.00000 12960.00
12 INCH UNDERDRAIN TYPE C | | |
0320 608.254 140.000 SF | 62.00000 8680.00| 59.00000 8260.00| 40.57000 5679.80
PRESSED CONCRETE BLOCK PAVER | | |
0330 609.11 3300.000 LF | 25.00000 82500.00| 17.50000 57750.00| 27.52000 90816.00
VERTICAL CURB TYPE 1 | | |
0340 609.12 196.000 LF | 33.00000 6468.00| 28.40000 5566.40| 38.64000 7573.44
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0350 609.234 2.000 EA | 98.00000 196.00| 183.00000 366.00| 125.30000 250.60
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0360 609.237 21.000 EA | 190.00000 3990.00| 233.00000 4893.00| 213.12000 4475.52
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0370 609.2371 13.000 EA | 240.00000 3120.00| 260.00000 3380.00| 276.65000 3596.45
TERMINAL CURB TYPE 1- 7 FT - CIRCULAR | | |
0380 609.31 560.000 LF | 5.69000 3186.40| 9.80000 5488.00| 12.79000 7162.40
CURB TYPE 3 | | |
0390 609.38 360.000 LF | 15.00000 5400.00| 17.50000 6300.00| 11.71000 4215.60
RESET CURB TYPE 1 | | |
0400 610.08 97.000 CY | 50.00000 4850.00| 80.00000 7760.00| 62.13000 6026.61
PLAIN RIPRAP | | |
0410 612.06 64.000 SY | 7.00000 448.00| 8.70000 556.80| 17.56000 1123.84
BITUMINOUS SEALING - BLACK | | |
0420 613.319 100.000 SY | 3.00000 300.00| 2.25000 225.00| 3.59000 359.00
EROSION CONTROL BLANKET | | |
0430 615.07 603.000 CY | 25.00000 15075.00| 55.00000 33165.00| 43.52000 26242.56
LOAM | | |
0440 618.1301 45.000 UN | 35.00000 1575.00| 29.00000 1305.00| 29.27000 1317.15
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 618.1401 9.000 UN | 33.00000 297.00| 37.00000 333.00| 32.79000 295.11
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.25 5.000 MGAL | 40.00000 200.00| 250.00000 1250.00| 234.20000 1171.00
APPLIED WATER | | |
0470 619.1201 54.000 UN | 15.00000 810.00| 14.90000 804.60| 14.93000 806.22
MULCH - PLAN QUANTITY | | |
0480 620.58 175.000 SY | 4.00000 700.00| 2.50000 437.50| 3.19000 558.25
EROSION CONTROL GEOTEXTILE | | |
0490 621.12 10.000 EA | 150.00000 1500.00| 152.70000 1527.00| 168.62000 1686.20
SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) | | |
GROUP A | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 4
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0500 621.249 20.000 EA | 229.00000 4580.00| 188.00000 3760.00| 128.81000 2576.20
LARGE DECIDUOUS TREES (6 FOOT - 8 FOOT) | | |
GROUP A | | |
0510 626.11 6.000 EA | 275.00000 1650.00| 345.00000 2070.00| 322.02000 1932.12
PRECAST CONCRETE JUNCTION BOX | | |
0520 626.21 50.000 LF | 15.00000 750.00| 19.00000 950.00| 17.56000 878.00
METALLIC CONDUIT | | |
0530 626.22 450.000 LF | 15.00000 6750.00| 19.00000 8550.00| 17.55000 7897.50
NON-METALLIC CONDUIT | | |
0540 626.31 2.000 EA | 475.00000 950.00| 590.00000 1180.00| 555.90000 1111.80
18 INCH FOUNDATION | | |
0550 626.32 1.000 EA | 700.00000 700.00| 870.00000 870.00| 819.22000 819.22
24 INCH FOUNDATION | | |
0560 626.33 1.000 EA | 1000.00000 1000.00| 1240.00000 1240.00| 1171.00000 1171.00
30 INCH FOUNDATION | | |
0570 626.331 2.000 EA | 1300.00000 2600.00| 1620.00000 3240.00| 1522.30000 3044.60
36 INCH FOUNDATION | | |
0580 626.35 1.000 EA | 650.00000 650.00| 825.00000 825.00| 761.15000 761.15
CONTROLLER CABINET FOUNDATION | | |
0590 626.37 1.000 EA | 800.00000 800.00| 995.00000 995.00| 936.25000 936.25
SPECIAL FOUNDATION | | |
0600 627.18 160.000 LF | 1.25000 200.00| 1.55000 248.00| 1.17000 187.20
12 " SOLID WHITE PAVEMENT MARKING | | |
0610 627.711 14125.000 LF | 0.11000 1553.75| 0.15000 2118.75| 0.15000 2118.75
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0620 627.75 2725.000 SF | 1.25000 3406.25| 1.55000 4223.75| 1.46000 3978.50
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0630 627.76 LUMP | 4000.00000 4000.00| 5000.00000 5000.00| 3276.88000 3276.88
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0640 627.77 750.000 SF | 2.00000 1500.00| 2.50000 1875.00| 1.76000 1320.00
REMOVING PAVEMENT MARKINGS | | |
0650 627.811 150.000 EA | 5.00000 750.00| 2.50000 375.00| 0.64000 96.00
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0660 629.05 10.000 HR | 25.00000 250.00| 46.00000 460.00| 52.69000 526.90
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 10.000 HR | 95.00000 950.00| 137.00000 1370.00| 158.08000 1580.80
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 5
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0680 631.172 10.000 HR | 55.00000 550.00| 71.00000 710.00| 76.11000 761.10
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0690 631.20 10.000 HR | 110.00000 1100.00| 175.00000 1750.00| 292.75000 2927.50
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0700 631.32 20.000 HR | 150.00000 3000.00| 200.00000 4000.00| 351.30000 7026.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0710 634.72 LUMP | 1500.00000 1500.00| 1870.00000 1870.00| 1755.47000 1755.47
RELOCATE ORNAMENTAL LIGHTING | | |
0720 637.071 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| 1171.00000 1171.00
DUST CONTROL | | |
0730 639.19 1.000 EA | 6000.00000 6000.00| 9900.00000 9900.00| 7810.57000 7810.57
FIELD OFFICE TYPE B | | |
0740 643.71 LUMP | 23718.00000 23718.00| 29500.00000 29500.00| 27757.56000 27757.56
TRAFFIC SIGNAL MODIFICATION | | |
0750 643.80 LUMP | 34548.00000 34548.00| 42900.00000 42900.00| 40432.08000 40432.08
TRAFFIC SIGNALS AT Rte.9 w/ Piggery Rd. | | |
0760 643.91 2.000 EA | 4550.00000 9100.00| 5650.00000 11300.00| 5324.94000 10649.88
MAST ARM POLE | | |
0770 643.92 3.000 EA | 500.00000 1500.00| 625.00000 1875.00| 585.16000 1755.48
PEDESTAL POLE | | |
0780 643.94 2.000 EA | 4550.00000 9100.00| 5650.00000 11300.00| 5324.94000 10649.88
DUAL PURPOSE POLE | | |
0790 645.107 LUMP | 400.00000 400.00| 500.00000 500.00| 468.13000 468.13
DEMOUNT PEDESTRIAN CROSSING SIGN | | |
ASSEMBLY | | |
0800 645.271 25.000 SF | 50.00000 1250.00| 62.00000 1550.00| 26.92000 673.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0810 652.30 1.000 EA | 3000.00000 3000.00| 4965.00000 4965.00| 1931.02000 1931.02
FLASHING ARROW BOARD | | |
0820 652.33 105.000 EA | 50.00000 5250.00| 85.00000 8925.00| 54.63000 5736.15
DRUM | | |
0830 652.34 135.000 EA | 20.00000 2700.00| 24.00000 3240.00| 17.86000 2411.10
CONE | | |
0840 652.35 875.000 SF | 10.00000 8750.00| 16.50000 14437.50| 12.19000 10666.25
CONSTRUCTION SIGNS | | |
0850 652.361 185.000 LS | 10000.00000 10000.00| 4500.00000 4500.00| 10000.00000 10000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0860 652.38 5000.000 HR | 16.00000 80000.00| 20.00000 100000.00| 17.56000 87800.00
FLAGGER | | |
0870 656.75 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| 18000.00000 18000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 6
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000403 |( 3 ) 000855
|K & K EXCAVATION, INC. |PRATT & SONS, INC. |BRIDGECORP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0880 659.10 LUMP | 103000.00000 103000.00| 97400.00000 97400.00| 128800.00000 128800.00
MOBILIZATION | | |
0890 803.012 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 936.80000 936.80
TEST PITS | | |
SECTION TOTALS | $ 1,141,895.95| $ 1,295,719.85| $ 1,301,346.27
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,141,895.95| $ 1,295,719.85| $ 1,301,346.27
====================================================================================================================================
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 7
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000707 |( )
|WYMAN & SIMPSON, INC. |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 202.202 4000.000 SY | 3.25000 13000.00| 5.00000 20000.00|
REMOVING PAVEMENT SURFACE | | |
0020 202.203 760.000 SY | 22.00000 16720.00| 23.00000 17480.00|
PAVEMENT BUTT JOINTS | | |
0030 203.20 3500.000 CY | 15.50000 54250.00| 30.00000 105000.00|
COMMON EXCAVATION | | |
0040 203.35 35.000 CY | 35.00000 1225.00| 85.00000 2975.00|
CRUSHED STONE FILL | | |
0050 206.061 20.000 CY | 30.00000 600.00| 51.00000 1020.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0060 304.09 20.000 CY | 40.00000 800.00| 60.00000 1200.00|
AGGREGATE BASE COURSE - CRUSHED | | |
0070 304.10 2920.000 CY | 33.00000 96360.00| 45.00000 131400.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0080 307.32 9900.000 SY | 3.00000 29700.00| 4.00000 39600.00|
FULL DEPTH RECYCLED PAVEMENT(UNTREATED | | |
MAINELINE TRAVELWAY) | | |
0090 403.1022 1333.000 SY | 44.00000 58652.00| 15.00000 19995.00|
SURFACE TREATED ASPHALT PAVEMENT | | |
0100 403.207 1915.000 T | 68.00000 130220.00| 68.00000 130220.00|
HOT MIX ASPHALT 19.0 MM HMA | | |
0110 403.208 1740.000 T | 76.00000 132240.00| 73.00000 127020.00|
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0120 403.209 305.000 T | 159.00000 48495.00| 158.00000 48190.00|
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0130 403.211 145.000 T | 159.00000 23055.00| 158.00000 22910.00|
HOT MIX ASPHALT (SHIMMING) | | |
0140 403.213 75.000 T | 155.00000 11625.00| 155.00000 11625.00|
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0150 409.15 650.000 G | 12.00000 7800.00| 11.70000 7605.00|
BITUMINOUS TACK COAT APPLIED | | |
0160 411.09 3.000 CY | 50.00000 150.00| 88.00000 264.00|
UNTREATED AGGREGATE SURFACE COURSE | | |
0170 502.341 35.000 CY | 435.00000 15225.00| 450.00000 15750.00|
STRUCTURAL CONCRETE ROADWAY MEDIAN 5" | | |
slab | | |
0180 526.301 140.000 LS | 4000.00000 4000.00| 7600.00000 7600.00|
TEMPORARY CONCRETE BARRIER TYPE I | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 8
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000707 |( )
|WYMAN & SIMPSON, INC. |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 603.159 65.000 LF | 40.00000 2600.00| 80.00000 5200.00|
12 INCH CULVERT PIPE OPTION III | | |
0200 603.169 207.000 LF | 44.00000 9108.00| 82.00000 16974.00|
15 INCH CULVERT PIPE OPTION III | | |
0210 603.179 35.000 LF | 60.00000 2100.00| 87.00000 3045.00|
18 INCH CULVERT PIPE OPTION III | | |
0220 603.195 12.000 LF | 177.00000 2124.00| 170.00000 2040.00|
24 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0230 603.45 135.000 LF | 196.00000 26460.00| 330.00000 44550.00|
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0240 604.072 8.000 EA | 2750.00000 22000.00| 3400.00000 27200.00|
CATCH BASIN TYPE A1-C | | |
0250 604.077 1.000 EA | 4300.00000 4300.00| 5200.00000 5200.00|
72 INCH CATCH BASIN TYPE A1-C | | |
0260 604.092 1.000 EA | 2600.00000 2600.00| 3100.00000 3100.00|
CATCH BASIN TYPE B1-C | | |
0270 604.16 1.000 EA | 760.00000 760.00| 1700.00000 1700.00|
ALTERING CATCH BASIN TO MANHOLES | | |
0280 604.18 11.000 EA | 425.00000 4675.00| 700.00000 7700.00|
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0290 604.182 4.000 EA | 465.00000 1860.00| 500.00000 2000.00|
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0300 604.247 1.000 EA | 2150.00000 2150.00| 1400.00000 1400.00|
CATCH BASIN TYPE F5-C | | |
0310 605.11 270.000 LF | 51.50000 13905.00| 60.00000 16200.00|
12 INCH UNDERDRAIN TYPE C | | |
0320 608.254 140.000 SF | 43.00000 6020.00| 12.00000 1680.00|
PRESSED CONCRETE BLOCK PAVER | | |
0330 609.11 3300.000 LF | 25.00000 82500.00| 30.00000 99000.00|
VERTICAL CURB TYPE 1 | | |
0340 609.12 196.000 LF | 34.00000 6664.00| 41.00000 8036.00|
VERTICAL CURB TYPE 1 - CIRCULAR | | |
0350 609.234 2.000 EA | 100.00000 200.00| 136.00000 272.00|
TERMINAL CURB TYPE 1 - 4 FOOT | | |
0360 609.237 21.000 EA | 175.00000 3675.00| 194.00000 4074.00|
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0370 609.2371 13.000 EA | 238.00000 3094.00| 300.00000 3900.00|
TERMINAL CURB TYPE 1- 7 FT - CIRCULAR | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 9
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000707 |( )
|WYMAN & SIMPSON, INC. |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 609.31 560.000 LF | 6.25000 3500.00| 6.25000 3500.00|
CURB TYPE 3 | | |
0390 609.38 360.000 LF | 16.50000 5940.00| 15.00000 5400.00|
RESET CURB TYPE 1 | | |
0400 610.08 97.000 CY | 69.00000 6693.00| 80.00000 7760.00|
PLAIN RIPRAP | | |
0410 612.06 64.000 SY | 8.00000 512.00| 8.00000 512.00|
BITUMINOUS SEALING - BLACK | | |
0420 613.319 100.000 SY | 3.00000 300.00| 3.00000 300.00|
EROSION CONTROL BLANKET | | |
0430 615.07 603.000 CY | 40.00000 24120.00| 40.00000 24120.00|
LOAM | | |
0440 618.1301 45.000 UN | 39.00000 1755.00| 40.00000 1800.00|
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0450 618.1401 9.000 UN | 36.00000 324.00| 37.00000 333.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0460 618.25 5.000 MGAL | 44.00000 220.00| 50.00000 250.00|
APPLIED WATER | | |
0470 619.1201 54.000 UN | 16.50000 891.00| 17.00000 918.00|
MULCH - PLAN QUANTITY | | |
0480 620.58 175.000 SY | 3.00000 525.00| 5.00000 875.00|
EROSION CONTROL GEOTEXTILE | | |
0490 621.12 10.000 EA | 165.00000 1650.00| 172.00000 1720.00|
SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) | | |
GROUP A | | |
0500 621.249 20.000 EA | 250.00000 5000.00| 262.00000 5240.00|
LARGE DECIDUOUS TREES (6 FOOT - 8 FOOT) | | |
GROUP A | | |
0510 626.11 6.000 EA | 300.00000 1800.00| 300.00000 1800.00|
PRECAST CONCRETE JUNCTION BOX | | |
0520 626.21 50.000 LF | 16.50000 825.00| 18.00000 900.00|
METALLIC CONDUIT | | |
0530 626.22 450.000 LF | 16.50000 7425.00| 10.00000 4500.00|
NON-METALLIC CONDUIT | | |
0540 626.31 2.000 EA | 525.00000 1050.00| 500.00000 1000.00|
18 INCH FOUNDATION | | |
0550 626.32 1.000 EA | 770.00000 770.00| 850.00000 850.00|
24 INCH FOUNDATION | | |
0560 626.33 1.000 EA | 1100.00000 1100.00| 1100.00000 1100.00|
30 INCH FOUNDATION | | |
0570 626.331 2.000 EA | 1430.00000 2860.00| 1450.00000 2900.00|
36 INCH FOUNDATION | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 10
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000707 |( )
|WYMAN & SIMPSON, INC. |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 626.35 1.000 EA | 715.00000 715.00| 750.00000 750.00|
CONTROLLER CABINET FOUNDATION | | |
0590 626.37 1.000 EA | 880.00000 880.00| 2000.00000 2000.00|
SPECIAL FOUNDATION | | |
0600 627.18 160.000 LF | 1.40000 224.00| 1.25000 200.00|
12 " SOLID WHITE PAVEMENT MARKING | | |
0610 627.711 14125.000 LF | 0.12000 1695.00| 0.11000 1553.75|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
0620 627.75 2725.000 SF | 1.40000 3815.00| 1.25000 3406.25|
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0630 627.76 LUMP | 10000.00000 10000.00| 4000.00000 4000.00|
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0640 627.77 750.000 SF | 2.20000 1650.00| 2.00000 1500.00|
REMOVING PAVEMENT MARKINGS | | |
0650 627.811 150.000 EA | 5.50000 825.00| 10.00000 1500.00|
TEMPORARY BI-DIRECTIONAL YELLOW | | |
DELINEATORS | | |
0660 629.05 10.000 HR | 30.00000 300.00| 25.00000 250.00|
HAND LABOR, STRAIGHT TIME | | |
0670 631.12 10.000 HR | 100.00000 1000.00| 125.00000 1250.00|
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0680 631.172 10.000 HR | 50.00000 500.00| 58.00000 580.00|
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0690 631.20 10.000 HR | 100.00000 1000.00| 120.00000 1200.00|
STUMP CHIPPER (INCLUDING OPERATOR) | | |
0700 631.32 20.000 HR | 235.00000 4700.00| 120.00000 2400.00|
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0710 634.72 LUMP | 5000.00000 5000.00| 6500.00000 6500.00|
RELOCATE ORNAMENTAL LIGHTING | | |
0720 637.071 LUMP | 5000.00000 5000.00| 20000.00000 20000.00|
DUST CONTROL | | |
0730 639.19 1.000 EA | 10000.00000 10000.00| 10000.00000 10000.00|
FIELD OFFICE TYPE B | | |
0740 643.71 LUMP | 57000.00000 57000.00| 32500.00000 32500.00|
TRAFFIC SIGNAL MODIFICATION | | |
0750 643.80 LUMP | 86000.00000 86000.00| 46000.00000 46000.00|
TRAFFIC SIGNALS AT Rte.9 w/ Piggery Rd. | | |
0760 643.91 2.000 EA | 5000.00000 10000.00| 7500.00000 15000.00|
MAST ARM POLE | | |
LETTING DATE : 05/17/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 05/17/06
PAGE : 11
COUNTIE(S): KENNEBEC TABULATION OF BIDS
CONTRACT ID : 010530.00
=========
====================================================================================================================================
|( 4 ) 000063 |( 5 ) 000707 |( )
|WYMAN & SIMPSON, INC. |SARGENT CORPORATION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0770 643.92 3.000 EA | 550.00000 1650.00| 550.00000 1650.00|
PEDESTAL POLE | | |
0780 643.94 2.000 EA | 5000.00000 10000.00| 4600.00000 9200.00|
DUAL PURPOSE POLE | | |
0790 645.107 LUMP | 5000.00000 5000.00| 2500.00000 2500.00|
DEMOUNT PEDESTRIAN CROSSING SIGN | | |
ASSEMBLY | | |
0800 645.271 25.000 SF | 26.00000 650.00| 50.00000 1250.00|
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS, TYPE I | | |
0810 652.30 1.000 EA | 3250.00000 3250.00| 9000.00000 9000.00|
FLASHING ARROW BOARD | | |
0820 652.33 105.000 EA | 50.00000 5250.00| 150.00000 15750.00|
DRUM | | |
0830 652.34 135.000 EA | 25.00000 3375.00| 48.00000 6480.00|
CONE | | |
0840 652.35 875.000 SF | 11.00000 9625.00| 20.00000 17500.00|
CONSTRUCTION SIGNS | | |
0850 652.361 185.000 LS | 20000.00000 20000.00| 88450.00000 88450.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0860 652.38 5000.000 HR | 16.50000 82500.00| 20.00000 100000.00|
FLAGGER | | |
0870 656.75 LUMP | 8500.00000 8500.00| 41800.00000 41800.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0880 659.10 LUMP | 139000.00000 139000.00| 164700.00000 164700.00|
MOBILIZATION | | |
0890 803.012 LUMP | 2700.00000 2700.00| 10000.00000 10000.00|
TEST PITS | | |
SECTION TOTALS | $ 1,399,976.00| $ 1,647,773.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,399,976.00| $ 1,647,773.00| $
====================================================================================================================================