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LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 1
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00 COMPLETION DATE : 06/28/08
=========
PROJECT(S): STP-A122(000)X LOCATION(S): BUCKFIELD-TURNER, HIGHWAY IMPROVEMENTSTATE DEPARTMENT OF TRANSPORTATION
012687.00 BUCKFIELD-TURNER, CULVERT REPLACEMENT
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : BUCKFIELD-TURNER, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 5,873,758.15 100.0000%
2 000855 BRIDGECORP $ 6,236,064.34 106.1682%
3 000707 SARGENT CORPORATION $ 6,969,336.50 118.6521%
4 000403 PRATT & SONS, INC. $ 7,173,870.85 122.1343%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000707
|K & K EXCAVATION, INC. |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.920 AC | 2500.00000 2300.00| 6014.93000 5533.74| 26000.00000 23920.00
CLEARING | | |
0020 201.23 6.000 EA | 250.00000 1500.00| 993.03000 5958.18| 800.00000 4800.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 8.000 EA | 250.00000 2000.00| 312.16000 2497.28| 380.00000 3040.00
REMOVING STUMP | | |
0040 202.15 8.000 EA | 500.00000 4000.00| 482.33000 3858.64| 550.00000 4400.00
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 325.000 SY | 21.00000 6825.00| 21.00000 6825.00| 21.00000 6825.00
PAVEMENT BUTT JOINTS | | |
0060 203.20 25560.000 CY | 9.00000 230040.00| 8.73000 223138.80| 17.20000 439632.00
COMMON EXCAVATION | | |
0070 203.21 4000.000 CY | 45.00000 180000.00| 65.76000 263040.00| 50.00000 200000.00
ROCK EXCAVATION | | |
0080 206.061 25.000 CY | 20.00000 500.00| 49.93000 1248.25| 37.00000 925.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 50.000 CY | 150.00000 7500.00| 907.91000 45395.50| 150.00000 7500.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 211.20 8425.000 LF | 3.00000 25275.00| 3.71000 31256.75| 8.00000 67400.00
INSLOPE EXCAVATION | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 2
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000707
|K & K EXCAVATION, INC. |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 211.30 17160.000 LF | 3.50000 60060.00| 3.48000 59716.80| 8.00000 137280.00
DITCH EXCAVATION | | |
0120 304.10 45715.000 CY | 19.00000 868585.00| 20.21000 923900.15| 21.00000 960015.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 310.23 111200.000 SY | 9.43000 1048616.00| 9.43000 1048616.00| 9.50000 1056400.00
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0140 403.209 780.000 T | 107.02000 83475.60| 107.02000 83475.60| 110.00000 85800.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.210 8200.000 T | 61.81000 506842.00| 61.81000 506842.00| 70.00000 574000.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0160 403.213 11250.000 T | 61.74000 694575.00| 61.74000 694575.00| 70.00000 787500.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0170 409.15 5765.000 G | 5.07000 29228.55| 5.07000 29228.55| 5.10000 29401.50
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 200.000 CY | 30.00000 6000.00| 52.92000 10584.00| 38.00000 7600.00
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
0190 526.301 160.000 LS | 7000.00000 7000.00| 8511.69000 8511.69| 9500.00000 9500.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0200 534.71 1.000 LS | 318600.00000 318600.00| 312095.32000 312095.32| 347000.00000 347000.00
PRECAST CONCRETE BOX CULVERT | | |
0210 603.16 2280.000 LF | 28.00000 63840.00| 17.41000 39694.80| 45.00000 102600.00
15 INCH CULVERT PIPE OPTION I | | |
0220 603.169 60.000 LF | 55.00000 3300.00| 96.16000 5769.60| 59.00000 3540.00
15 INCH CULVERT PIPE OPTION III | | |
0230 603.17 656.000 LF | 30.00000 19680.00| 21.71000 14241.76| 48.00000 31488.00
18 INCH CULVERT PIPE OPTION I | | |
0240 603.179 1614.000 LF | 85.00000 137190.00| 61.25000 98857.50| 61.00000 98454.00
18 INCH CULVERT PIPE OPTION III | | |
0250 603.19 48.000 LF | 80.00000 3840.00| 33.30000 1598.40| 48.00000 2304.00
24 INCH CULVERT PIPE OPTION I | | |
0260 603.199 444.000 LF | 80.00000 35520.00| 89.11000 39564.84| 82.00000 36408.00
24 INCH CULVERT PIPE OPTION III | | |
0270 603.20 40.000 LF | 100.00000 4000.00| 49.20000 1968.00| 64.00000 2560.00
30 INCH CULVERT PIPE OPTION I | | |
0280 603.205 296.000 LF | 115.00000 34040.00| 92.81000 27471.76| 115.00000 34040.00
30 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.209 10.000 LF | 100.00000 1000.00| 145.20000 1452.00| 300.00000 3000.00
30 INCH CULVERT PIPE OPTION III | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 3
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000707
|K & K EXCAVATION, INC. |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.239 26.000 LF | 150.00000 3900.00| 170.31000 4428.06| 248.00000 6448.00
48 INCH CULVERT PIPE OPTION III | | |
0310 603.45 184.000 LF | 275.00000 50600.00| 305.80000 56267.20| 248.00000 45632.00
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0320 604.092 11.000 EA | 1500.00000 16500.00| 2571.63000 28287.93| 3300.00000 36300.00
CATCH BASIN TYPE B1-C | | |
0330 604.18 1.000 EA | 500.00000 500.00| 567.45000 567.45| 600.00000 600.00
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0340 604.182 1.000 EA | 350.00000 350.00| 283.72000 283.72| 400.00000 400.00
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0350 604.245 2.000 EA | 1500.00000 3000.00| 2194.49000 4388.98| 2700.00000 5400.00
CATCH BASIN TYPE F4-C | | |
0360 605.09 6160.000 LF | 24.00000 147840.00| 21.37000 131639.20| 27.00000 166320.00
6 INCH UNDERDRAIN TYPE B | | |
0370 605.10 380.000 LF | 24.00000 9120.00| 15.55000 5909.00| 34.00000 12920.00
6 INCH UNDERDRAIN OUTLET | | |
0380 605.11 840.000 LF | 34.00000 28560.00| 33.77000 28366.80| 50.00000 42000.00
12 INCH UNDERDRAIN TYPE C | | |
0390 605.12 660.000 LF | 34.00000 22440.00| 35.20000 23232.00| 55.00000 36300.00
15 INCH UNDERDRAIN TYPE C | | |
0400 605.13 160.000 LF | 38.00000 6080.00| 43.63000 6980.80| 64.00000 10240.00
18 INCH UNDERDRAIN TYPE C | | |
0410 606.1722 8.000 EA | 700.00000 5600.00| 794.42000 6355.36| 700.00000 5600.00
BRIDGE TRANSITION - TYPE 2 | | |
0420 606.23 2500.000 LF | 15.00000 37500.00| 17.02000 42550.00| 15.00000 37500.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0430 606.231 25.000 LF | 16.00000 400.00| 18.16000 454.00| 16.00000 400.00
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0440 606.232 50.000 LF | 16.00000 800.00| 18.16000 908.00| 16.00000 800.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0450 606.353 44.000 EA | 36.00000 1584.00| 40.86000 1797.84| 36.00000 1584.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0460 606.355 80.000 EA | 38.00000 3040.00| 43.13000 3450.40| 38.00000 3040.00
GUARDRAIL MOWING DELINEATORS | | |
0470 606.47 30.000 EA | 21.00000 630.00| 23.83000 714.90| 21.00000 630.00
SINGLE WOOD POST | | |
0480 606.51 3.000 EA | 450.00000 1350.00| 510.70000 1532.10| 450.00000 1350.00
MULTIPLE MAILBOX SUPPORT | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 4
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000707
|K & K EXCAVATION, INC. |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0490 606.79 13.000 EA | 1600.00000 20800.00| 1815.83000 23605.79| 1600.00000 20800.00
GUARDRAIL 350 FLARED TERMINAL | | |
0500 608.26 100.000 SF | 75.00000 7500.00| 25.54000 2554.00| 75.00000 7500.00
CURB RAMP DETECTABLE WARNING FIELD | | |
0510 609.237 4.000 EA | 480.00000 1920.00| 401.23000 1604.92| 200.00000 800.00
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0520 609.31 7332.000 LF | 5.50000 40326.00| 7.69000 56383.08| 7.50000 54990.00
CURB TYPE 3 | | |
0530 609.38 80.000 LF | 25.00000 2000.00| 31.83000 2546.40| 15.00000 1200.00
RESET CURB TYPE 1 | | |
0540 610.08 815.000 CY | 50.00000 40750.00| 45.69000 37237.35| 50.00000 40750.00
PLAIN RIPRAP | | |
0550 610.18 700.000 CY | 50.00000 35000.00| 43.51000 30457.00| 45.00000 31500.00
STONE DITCH PROTECTION | | |
0560 613.319 17500.000 SY | 2.00000 35000.00| 0.83000 14525.00| 2.50000 43750.00
EROSION CONTROL BLANKET | | |
0570 615.07 300.000 CY | 30.00000 9000.00| 72.96000 21888.00| 25.00000 7500.00
LOAM | | |
0580 618.1301 35.000 UN | 20.00000 700.00| 18.73000 655.55| 20.00000 700.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0590 618.1401 775.000 UN | 18.20000 14105.00| 18.16000 14074.00| 19.00000 14725.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0600 619.1201 810.000 UN | 10.00000 8100.00| 11.18000 9055.80| 10.00000 8100.00
MULCH - PLAN QUANTITY | | |
0610 620.58 5100.000 SY | 3.75000 19125.00| 0.99000 5049.00| 1.90000 9690.00
EROSION CONTROL GEOTEXTILE | | |
0620 621.126 12.000 EA | 140.00000 1680.00| 158.88000 1906.56| 140.00000 1680.00
SMALL DECIDUOUS TREES (6 FOOT - 8 FOOT) | | |
GROUP A | | |
0630 621.262 12.000 EA | 195.00000 2340.00| 221.30000 2655.60| 195.00000 2340.00
LARGE DECIDUOUS TREES (10 FOOT - 12 | | |
FOOT) GROUP B | | |
0640 627.75 500.000 SF | 5.00000 2500.00| 2.27000 1135.00| 2.00000 1000.00
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0650 627.76 LUMP | 36000.00000 36000.00| 0.17000 0.17| 33000.00000 33000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0660 629.05 45.000 HR | 25.00000 1125.00| 51.07000 2298.15| 30.00000 1350.00
HAND LABOR, STRAIGHT TIME | | |
0670 631.10 10.000 HR | 45.00000 450.00| 68.09000 680.90| 55.00000 550.00
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 5
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000855 |( 3 ) 000707
|K & K EXCAVATION, INC. |BRIDGECORP |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0680 631.11 10.000 HR | 40.00000 400.00| 68.09000 680.90| 50.00000 500.00
AIR TOOL (INCLUDING OPERATOR) | | |
0690 631.12 55.000 HR | 100.00000 5500.00| 153.21000 8426.55| 140.00000 7700.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0700 631.14 10.000 HR | 110.00000 1100.00| 153.21000 1532.10| 150.00000 1500.00
GRADER (INCLUDING OPERATOR) | | |
0710 631.172 110.000 HR | 55.00000 6050.00| 73.77000 8114.70| 58.00000 6380.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.18 10.000 HR | 35.00000 350.00| 85.12000 851.20| 40.00000 400.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0730 631.32 10.000 HR | 150.00000 1500.00| 340.47000 3404.70| 150.00000 1500.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 639.18 1.000 EA | 14000.00000 14000.00| 7399.50000 7399.50| 23000.00000 23000.00
FIELD OFFICE TYPE A | | |
0750 643.72 LUMP | 17000.00000 17000.00| 10214.03000 10214.03| 27000.00000 27000.00
TEMPORARY TRAFFIC SIGNAL | | |
0760 652.33 100.000 EA | 49.00000 4900.00| 62.42000 6242.00| 80.00000 8000.00
DRUM | | |
0770 652.34 175.000 EA | 20.00000 3500.00| 18.28000 3199.00| 35.00000 6125.00
CONE | | |
0780 652.35 1150.500 SF | 10.00000 11505.00| 8.57000 9859.79| 20.00000 23010.00
CONSTRUCTION SIGNS | | |
0790 652.36 290.000 CD | 375.00000 108750.00| 473.10000 137199.00| 200.00000 58000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0800 652.38 12500.000 HR | 16.00000 200000.00| 17.02000 212750.00| 16.00000 200000.00
FLAGGER | | |
0810 656.75 LUMP | 30000.00000 30000.00| 78186.95000 78186.95| 141800.00000 141800.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0820 658.20 100.000 SY | 15.00000 1500.00| 17.02000 1702.00| 16.00000 1600.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0830 659.10 LUMP | 460156.00000 460156.00| 670700.00000 670700.00| 694100.00000 694100.00
MOBILIZATION | | |
0840 660.21 2000.000 HR | 2.00000 4000.00| 1.13000 2260.00| 3.00000 6000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 5,873,758.15| $ 6,236,064.34| $ 6,969,336.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,873,758.15| $ 6,236,064.34| $ 6,969,336.50
====================================================================================================================================
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 6
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HIGHWAY ITEMS
| | |
0010 201.11 0.920 AC | 6650.00000 6118.00| |
CLEARING | | |
0020 201.23 6.000 EA | 1000.00000 6000.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 8.000 EA | 400.00000 3200.00| |
REMOVING STUMP | | |
0040 202.15 8.000 EA | 550.00000 4400.00| |
REMOVING MANHOLE OR CATCH BASIN | | |
0050 202.203 325.000 SY | 24.00000 7800.00| |
PAVEMENT BUTT JOINTS | | |
0060 203.20 25560.000 CY | 20.00000 511200.00| |
COMMON EXCAVATION | | |
0070 203.21 4000.000 CY | 55.00000 220000.00| |
ROCK EXCAVATION | | |
0080 206.061 25.000 CY | 30.00000 750.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0090 206.07 50.000 CY | 180.00000 9000.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0100 211.20 8425.000 LF | 5.50000 46337.50| |
INSLOPE EXCAVATION | | |
0110 211.30 17160.000 LF | 8.00000 137280.00| |
DITCH EXCAVATION | | |
0120 304.10 45715.000 CY | 26.00000 1188590.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 310.23 111200.000 SY | 9.43000 1048616.00| |
PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 | | |
INCH DEPTH | | |
0140 403.209 780.000 T | 107.02000 83475.60| |
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0150 403.210 8200.000 T | 61.81000 506842.00| |
HOT MIX ASPHALT 9.5 MM HMA | | |
0160 403.213 11250.000 T | 61.74000 694575.00| |
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0170 409.15 5765.000 G | 5.07000 29228.55| |
BITUMINOUS TACK COAT APPLIED | | |
0180 411.10 200.000 CY | 44.00000 8800.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
(TRUCK MEASURE) | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 7
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 526.301 160.000 LS | 4000.00000 4000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0200 534.71 1.000 LS | 300000.00000 300000.00| |
PRECAST CONCRETE BOX CULVERT | | |
0210 603.16 2280.000 LF | 39.00000 88920.00| |
15 INCH CULVERT PIPE OPTION I | | |
0220 603.169 60.000 LF | 135.00000 8100.00| |
15 INCH CULVERT PIPE OPTION III | | |
0230 603.17 656.000 LF | 50.00000 32800.00| |
18 INCH CULVERT PIPE OPTION I | | |
0240 603.179 1614.000 LF | 70.00000 112980.00| |
18 INCH CULVERT PIPE OPTION III | | |
0250 603.19 48.000 LF | 68.00000 3264.00| |
24 INCH CULVERT PIPE OPTION I | | |
0260 603.199 444.000 LF | 80.00000 35520.00| |
24 INCH CULVERT PIPE OPTION III | | |
0270 603.20 40.000 LF | 80.00000 3200.00| |
30 INCH CULVERT PIPE OPTION I | | |
0280 603.205 296.000 LF | 110.00000 32560.00| |
30 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.209 10.000 LF | 250.00000 2500.00| |
30 INCH CULVERT PIPE OPTION III | | |
0300 603.239 26.000 LF | 400.00000 10400.00| |
48 INCH CULVERT PIPE OPTION III | | |
0310 603.45 184.000 LF | 415.00000 76360.00| |
48 INCH REINFORCED CONCRETE PIPE CLASS | | |
IV | | |
0320 604.092 11.000 EA | 3800.00000 41800.00| |
CATCH BASIN TYPE B1-C | | |
0330 604.18 1.000 EA | 650.00000 650.00| |
ADJUSTING MANHOLE OR CATCH BASIN TO | | |
GRADE | | |
0340 604.182 1.000 EA | 200.00000 200.00| |
CLEAN EXISTING CATCH BASIN AND MANHOLE | | |
0350 604.245 2.000 EA | 2600.00000 5200.00| |
CATCH BASIN TYPE F4-C | | |
0360 605.09 6160.000 LF | 39.00000 240240.00| |
6 INCH UNDERDRAIN TYPE B | | |
0370 605.10 380.000 LF | 34.00000 12920.00| |
6 INCH UNDERDRAIN OUTLET | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 8
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 605.11 840.000 LF | 58.00000 48720.00| |
12 INCH UNDERDRAIN TYPE C | | |
0390 605.12 660.000 LF | 68.00000 44880.00| |
15 INCH UNDERDRAIN TYPE C | | |
0400 605.13 160.000 LF | 83.00000 13280.00| |
18 INCH UNDERDRAIN TYPE C | | |
0410 606.1722 8.000 EA | 1200.00000 9600.00| |
BRIDGE TRANSITION - TYPE 2 | | |
0420 606.23 2500.000 LF | 19.00000 47500.00| |
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0430 606.231 25.000 LF | 19.00000 475.00| |
GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND | | |
LESS | | |
0440 606.232 50.000 LF | 19.00000 950.00| |
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0450 606.353 44.000 EA | 42.00000 1848.00| |
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0460 606.355 80.000 EA | 42.00000 3360.00| |
GUARDRAIL MOWING DELINEATORS | | |
0470 606.47 30.000 EA | 30.00000 900.00| |
SINGLE WOOD POST | | |
0480 606.51 3.000 EA | 500.00000 1500.00| |
MULTIPLE MAILBOX SUPPORT | | |
0490 606.79 13.000 EA | 1800.00000 23400.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0500 608.26 100.000 SF | 70.00000 7000.00| |
CURB RAMP DETECTABLE WARNING FIELD | | |
0510 609.237 4.000 EA | 355.00000 1420.00| |
TERMINAL CURB TYPE 1 - 7 FOOT | | |
0520 609.31 7332.000 LF | 9.60000 70387.20| |
CURB TYPE 3 | | |
0530 609.38 80.000 LF | 33.00000 2640.00| |
RESET CURB TYPE 1 | | |
0540 610.08 815.000 CY | 87.00000 70905.00| |
PLAIN RIPRAP | | |
0550 610.18 700.000 CY | 87.00000 60900.00| |
STONE DITCH PROTECTION | | |
0560 613.319 17500.000 SY | 3.00000 52500.00| |
EROSION CONTROL BLANKET | | |
0570 615.07 300.000 CY | 65.00000 19500.00| |
LOAM | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 9
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 618.1301 35.000 UN | 22.00000 770.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0590 618.1401 775.000 UN | 21.50000 16662.50| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0600 619.1201 810.000 UN | 13.00000 10530.00| |
MULCH - PLAN QUANTITY | | |
0610 620.58 5100.000 SY | 3.00000 15300.00| |
EROSION CONTROL GEOTEXTILE | | |
0620 621.126 12.000 EA | 220.00000 2640.00| |
SMALL DECIDUOUS TREES (6 FOOT - 8 FOOT) | | |
GROUP A | | |
0630 621.262 12.000 EA | 450.00000 5400.00| |
LARGE DECIDUOUS TREES (10 FOOT - 12 | | |
FOOT) GROUP B | | |
0640 627.75 500.000 SF | 2.70000 1350.00| |
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
0650 627.76 LUMP | 35000.00000 35000.00| |
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
0660 629.05 45.000 HR | 60.00000 2700.00| |
HAND LABOR, STRAIGHT TIME | | |
0670 631.10 10.000 HR | 75.00000 750.00| |
AIR COMPRESSOR (INCLUDING OPERATOR) | | |
0680 631.11 10.000 HR | 67.00000 670.00| |
AIR TOOL (INCLUDING OPERATOR) | | |
0690 631.12 55.000 HR | 137.00000 7535.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
0700 631.14 10.000 HR | 250.00000 2500.00| |
GRADER (INCLUDING OPERATOR) | | |
0710 631.172 110.000 HR | 94.00000 10340.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
0720 631.18 10.000 HR | 60.00000 600.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
0730 631.32 10.000 HR | 180.00000 1800.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
0740 639.18 1.000 EA | 20000.00000 20000.00| |
FIELD OFFICE TYPE A | | |
0750 643.72 LUMP | 12500.00000 12500.00| |
TEMPORARY TRAFFIC SIGNAL | | |
0760 652.33 100.000 EA | 70.00000 7000.00| |
DRUM | | |
LETTING DATE : 08/09/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 08/09/06
PAGE : 10
COUNTIE(S): OXFORD TABULATION OF BIDS
CONTRACT ID : 011220.00
=========
====================================================================================================================================
|( 4 ) 000403 |( ) |( )
|PRATT & SONS, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0770 652.34 175.000 EA | 19.00000 3325.00| |
CONE | | |
0780 652.35 1150.500 SF | 13.00000 14956.50| |
CONSTRUCTION SIGNS | | |
0790 652.36 290.000 CD | 125.00000 36250.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0800 652.38 12500.000 HR | 20.00000 250000.00| |
FLAGGER | | |
0810 656.75 LUMP | 25000.00000 25000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0820 658.20 100.000 SY | 19.00000 1900.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0830 659.10 LUMP | 676900.00000 676900.00| |
MOBILIZATION | | |
0840 660.21 2000.000 HR | 3.00000 6000.00| |
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 7,173,870.85| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 7,173,870.85| $ 0.00| $
====================================================================================================================================