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LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 1
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00 COMPLETION DATE : 06/01/08
=========
PROJECT(S): NH-9196(00)E LOCATION(S): MADISON, HIGHWAY IMPROVEMENTS MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : MADISON, HIGHWAY IMPROVEMENTS. NOTARY PUBLIC
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 000014 FARRIN BROS. & SMITH, INC. $ 3,778,898.43 100.0000%
2 000855 BRIDGECORP $ 4,112,885.09 108.8382%
3 001195 VAUGHN THIBODEAU & SONS, INC. $ 4,421,420.20 117.0029%
4 000707 SARGENT CORPORATION $ 4,580,281.00 121.2068%
5 001094 K & K EXCAVATION, INC. $ 5,182,539.18 137.1442%
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 001195
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 1.200 HA | 7500.00000 9000.00| 8663.54000 10396.25| 8000.00000 9600.00
CLEARING | | |
0020 201.23 25.000 EA | 275.00000 6875.00| 317.66000 7941.50| 500.00000 12500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 30.000 EA | 150.00000 4500.00| 404.30000 12129.00| 500.00000 15000.00
REMOVING STUMP | | |
0040 202.08 LUMP | 8900.00000 8900.00| 2500.00000 2500.00| 8000.00000 8000.00
REMOVING BUILDING NO.: 1 | | |
0050 202.203 680.000 M2 | 13.20000 8976.00| 29.90000 20332.00| 22.12000 15041.60
PAVEMENT BUTT JOINTS | | |
0060 203.20 55100.000 M3 | 11.00000 606100.00| 8.69000 478819.00| 10.00000 551000.00
COMMON EXCAVATION | | |
0070 203.21 1500.000 M3 | 11.00000 16500.00| 58.17000 87255.00| 60.00000 90000.00
ROCK EXCAVATION | | |
0080 203.242 1830.000 M3 | 28.00000 51240.00| 20.64000 37771.20| 18.00000 32940.00
DIRTY BORROW | | |
0090 203.25 2000.000 M3 | 16.40000 32800.00| 12.25000 24500.00| 17.00000 34000.00
GRANULAR BORROW | | |
0100 206.061 25.000 M3 | 20.00000 500.00| 49.22000 1230.50| 12.00000 300.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 2
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 001195
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 206.07 530.000 M3 | 30.00000 15900.00| 122.34000 64840.20| 125.00000 66250.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 1245.000 M3 | 16.50000 20542.50| 34.35000 42765.75| 25.00000 31125.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 308.35 36250.000 M2 | 8.90000 322625.00| 7.20000 261000.00| 7.11000 257737.50
FULL DEPTH RECYCLED PAVEMENT ( WITH | | |
BITUMINOUS STABILIZER) | | |
0140 403.207 6450.000 MG | 58.72000 378744.00| 58.72000 378744.00| 61.48000 396546.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3850.000 MG | 60.46000 232771.00| 60.46000 232771.00| 63.22000 243397.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 570.000 MG | 110.00000 62700.00| 119.05000 67858.50| 121.81000 69431.70
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0170 403.213 4400.000 MG | 59.34000 261096.00| 59.34000 261096.00| 62.09000 273196.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 9510.000 L | 1.56000 14835.60| 1.71000 16262.10| 1.56000 14835.60
BITUMINOUS TACK COAT APPLIED | | |
0190 603.15 53.000 M | 110.00000 5830.00| 63.15000 3346.95| 120.00000 6360.00
300 MM CULVERT PIPE OPTION I | | |
0200 603.159 2.000 M | 228.00000 456.00| 232.41000 464.82| 140.00000 280.00
300 MM CULVERT PIPE OPTION III | | |
0210 603.16 219.000 M | 115.00000 25185.00| 63.07000 13812.33| 100.00000 21900.00
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 100.000 M | 135.00000 13500.00| 79.93000 7993.00| 120.00000 12000.00
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 121.000 M | 248.00000 30008.00| 265.38000 32110.98| 160.00000 19360.00
450 MM CULVERT PIPE OPTION III | | |
0240 603.189 17.000 M | 255.00000 4335.00| 321.75000 5469.75| 220.00000 3740.00
525 MM CULVERT PIPE OPTION III | | |
0250 603.19 21.000 M | 150.00000 3150.00| 115.13000 2417.73| 200.00000 4200.00
600 MM CULVERT PIPE OPTION I | | |
0260 603.199 32.000 M | 260.00000 8320.00| 234.96000 7518.72| 250.00000 8000.00
600 MM CULVERT PIPE OPTION III | | |
0270 603.20 70.000 M | 180.00000 12600.00| 143.09000 10016.30| 280.00000 19600.00
750 MM CULVERT PIPE OPTION I | | |
0280 603.205 93.000 M | 300.00000 27900.00| 337.86000 31420.98| 270.00000 25110.00
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.209 29.000 M | 307.00000 8903.00| 494.13000 14329.77| 280.00000 8120.00
750 MM CULVERT PIPE OPTION III | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 3
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 001195
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.41 37.000 M | 350.00000 12950.00| 454.28000 16808.36| 280.00000 10360.00
610 MM REINFORCED CONCRETE PIPE CLASS I | | |
0310 604.092 39.000 EA | 2200.00000 85800.00| 2930.32000 114282.48| 2000.00000 78000.00
CATCH BASIN TYPE B1-C | | |
0320 604.15 2.000 EA | 2200.00000 4400.00| 2550.22000 5100.44| 2500.00000 5000.00
MANHOLE | | |
0330 604.246 3.000 EA | 1200.00000 3600.00| 1962.73000 5888.19| 2500.00000 7500.00
CATCH BASIN TYPE F5 | | |
0340 605.09 1045.000 M | 95.00000 99275.00| 59.90000 62595.50| 90.00000 94050.00
150 MM UNDERDRAIN TYPE B | | |
0350 605.11 835.000 M | 113.00000 94355.00| 91.84000 76686.40| 110.00000 91850.00
300 MM UNDERDRAIN TYPE C | | |
0360 605.12 557.000 M | 118.00000 65726.00| 92.24000 51377.68| 110.00000 61270.00
375 MM UNDERDRAIN TYPE C | | |
0370 605.13 266.000 M | 128.00000 34048.00| 111.50000 29659.00| 130.00000 34580.00
450 MM UNDERDRAIN TYPE C | | |
0380 606.24 85.000 M | 48.06000 4085.10| 55.52000 4719.20| 60.00000 5100.00
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
0390 606.353 4.000 EA | 30.00000 120.00| 34.65000 138.60| 35.00000 140.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0400 606.47 60.000 EA | 35.00000 2100.00| 40.42000 2425.20| 50.00000 3000.00
SINGLE WOOD POST | | |
0410 606.79 2.000 EA | 1900.00000 3800.00| 1995.31000 3990.62| 2500.00000 5000.00
GUARDRAIL 350 FLARED TERMINAL | | |
0420 609.31 2910.000 M | 14.77000 42980.70| 22.33000 64980.30| 14.23000 41409.30
CURB TYPE 3 | | |
0430 610.08 200.000 M3 | 85.00000 17000.00| 59.48000 11896.00| 60.00000 12000.00
PLAIN RIPRAP | | |
0440 610.18 85.000 M3 | 80.00000 6800.00| 53.59000 4555.15| 60.00000 5100.00
STONE DITCH PROTECTION | | |
0450 613.319 550.000 M2 | 4.00000 2200.00| 1.00000 550.00| 2.50000 1375.00
EROSION CONTROL BLANKET | | |
0460 618.1401 360.000 UN | 17.00000 6120.00| 19.63000 7066.80| 35.00000 12600.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 360.000 UN | 9.96000 3585.60| 11.51000 4143.60| 35.00000 12600.00
MULCH - PLAN QUANTITY | | |
0480 619.1301 50.000 M3 | 60.00000 3000.00| 53.43000 2671.50| 60.00000 3000.00
BARK MULCH | | |
0490 619.1401 50.000 M3 | 50.00000 2500.00| 55.39000 2769.50| 66.00000 3300.00
EROSION CONTROL MIX | | |
0500 620.58 2610.000 M2 | 1.50000 3915.00| 1.19000 3105.90| 30.00000 78300.00
EROSION CONTROL GEOTEXTILE | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 4
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 001195
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0510 621.037 38.000 EA | 172.00000 6536.00| 198.68000 7549.84| 300.00000 11400.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0520 621.552 20.000 EA | 36.00000 720.00| 41.59000 831.80| 300.00000 6000.00
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0530 621.80 LUMP | 1480.00000 1480.00| 1709.61000 1709.61| 3000.00000 3000.00
ESTABLISHMENT PERIOD | | |
0540 627.711 12450.000 M | 0.41000 5104.50| 0.46000 5727.00| 0.55000 6847.50
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 627.76 LUMP | 5500.00000 5500.00| 7208.07000 7208.07| 15000.00000 15000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0560 639.18 1.000 EA | 10000.00000 10000.00| 16299.01000 16299.01| 10000.00000 10000.00
FIELD OFFICE TYPE A | | |
0570 652.312 10.000 EA | 200.00000 2000.00| 213.70000 2137.00| 200.00000 2000.00
TYPE III BARRICADE | | |
0580 652.33 100.000 EA | 50.00000 5000.00| 55.00000 5500.00| 70.00000 7000.00
DRUM | | |
0590 652.34 100.000 EA | 15.00000 1500.00| 18.61000 1861.00| 30.00000 3000.00
CONE | | |
0600 652.35 100.000 M2 | 90.00000 9000.00| 149.11000 14911.00| 150.00000 15000.00
CONSTRUCTION SIGNS | | |
0610 652.361 190.000 LS | 45000.00000 45000.00| 75351.96000 75351.96| 25000.00000 25000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0620 652.38 10000.000 HR | 18.50000 185000.00| 15.01000 150100.00| 18.00000 180000.00
FLAGGER | | |
0630 656.75 LUMP | 90000.00000 90000.00| 65822.15000 65822.15| 45000.00000 45000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0640 657.24 20.000 UN | 17.00000 340.00| 19.63000 392.60| 50.00000 1000.00
SEEDING PITS | | |
0650 658.20 105.000 M2 | 11.81000 1240.05| 13.86000 1455.30| 12.00000 1260.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0660 659.10 LUMP | 166415.38000 166415.38| 405000.00000 405000.00| 333908.00000 333908.00
MOBILIZATION | | |
0670 660.21 4000.000 HR | 5.00000 20000.00| 1.15000 4600.00| 1.00000 4000.00
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,247,988.43| $ 3,378,980.09| $ 3,484,520.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE BASE 1 (BID ONLY ONE ALTERNATE)
| | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 5
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 1 ) 000014 |( 2 ) 000855 |( 3 ) 001195
|FARRIN BROS. & SMITH, INC. |BRIDGECORP |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0680 304.1311 31230.000 M3 | | |
DENSE-GRADED CRUSHED AGGREGATE BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE BASE 2 (BID ONLY ONE ALTERNATE)
| | |
0690 304.08 31230.000 M3 | 17.00000 530910.00| 23.50000 733905.00| 30.00000 936900.00
AGGREGATE BASE COURSE - SCREENED | | |
SECTION TOTALS | $ 530,910.00| $ 733,905.00| $ 936,900.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,778,898.43| $ 4,112,885.09| $ 4,421,420.20
====================================================================================================================================
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 6
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 001094 |( )
|SARGENT CORPORATION |K & K EXCAVATION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PROJECT ITEMS
| | |
0010 201.11 1.200 HA | 15000.00000 18000.00| 8250.00000 9900.00|
CLEARING | | |
0020 201.23 25.000 EA | 325.00000 8125.00| 400.00000 10000.00|
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 30.000 EA | 260.00000 7800.00| 400.00000 12000.00|
REMOVING STUMP | | |
0040 202.08 LUMP | 9000.00000 9000.00| 9790.00000 9790.00|
REMOVING BUILDING NO.: 1 | | |
0050 202.203 680.000 M2 | 24.30000 16524.00| 30.00000 20400.00|
PAVEMENT BUTT JOINTS | | |
0060 203.20 55100.000 M3 | 15.26000 840826.00| 25.00000 1377500.00|
COMMON EXCAVATION | | |
0070 203.21 1500.000 M3 | 56.00000 84000.00| 75.00000 112500.00|
ROCK EXCAVATION | | |
0080 203.242 1830.000 M3 | 19.00000 34770.00| 23.00000 42090.00|
DIRTY BORROW | | |
0090 203.25 2000.000 M3 | 18.00000 36000.00| 23.00000 46000.00|
GRANULAR BORROW | | |
0100 206.061 25.000 M3 | 20.00000 500.00| 50.00000 1250.00|
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0110 206.07 530.000 M3 | 138.00000 73140.00| 175.00000 92750.00|
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0120 304.10 1245.000 M3 | 24.00000 29880.00| 23.00000 28635.00|
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0130 308.35 36250.000 M2 | 9.00000 326250.00| 8.00000 290000.00|
FULL DEPTH RECYCLED PAVEMENT ( WITH | | |
BITUMINOUS STABILIZER) | | |
0140 403.207 6450.000 MG | 62.50000 403125.00| 59.00000 380550.00|
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0150 403.208 3850.000 MG | 63.70000 245245.00| 61.00000 234850.00|
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0160 403.209 570.000 MG | 112.90000 64353.00| 120.00000 68400.00|
HOT MIX ASPHALT 9.5 MM (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0170 403.213 4400.000 MG | 63.70000 280280.00| 60.00000 264000.00|
HOT MIX ASPHALT 12.5 MM, BASE | | |
0180 409.15 9510.000 L | 1.50000 14265.00| 2.00000 19020.00|
BITUMINOUS TACK COAT APPLIED | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 7
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 001094 |( )
|SARGENT CORPORATION |K & K EXCAVATION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 603.15 53.000 M | 103.00000 5459.00| 150.00000 7950.00|
300 MM CULVERT PIPE OPTION I | | |
0200 603.159 2.000 M | 82.00000 164.00| 175.00000 350.00|
300 MM CULVERT PIPE OPTION III | | |
0210 603.16 219.000 M | 92.00000 20148.00| 175.00000 38325.00|
375 MM CULVERT PIPE OPTION I | | |
0220 603.17 100.000 M | 107.00000 10700.00| 200.00000 20000.00|
450 MM CULVERT PIPE OPTION I | | |
0230 603.179 121.000 M | 98.00000 11858.00| 200.00000 24200.00|
450 MM CULVERT PIPE OPTION III | | |
0240 603.189 17.000 M | 82.00000 1394.00| 300.00000 5100.00|
525 MM CULVERT PIPE OPTION III | | |
0250 603.19 21.000 M | 136.00000 2856.00| 300.00000 6300.00|
600 MM CULVERT PIPE OPTION I | | |
0260 603.199 32.000 M | 115.00000 3680.00| 375.00000 12000.00|
600 MM CULVERT PIPE OPTION III | | |
0270 603.20 70.000 M | 194.00000 13580.00| 300.00000 21000.00|
750 MM CULVERT PIPE OPTION I | | |
0280 603.205 93.000 M | 139.00000 12927.00| 600.00000 55800.00|
750 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0290 603.209 29.000 M | 139.00000 4031.00| 325.00000 9425.00|
750 MM CULVERT PIPE OPTION III | | |
0300 603.41 37.000 M | 156.00000 5772.00| 655.00000 24235.00|
610 MM REINFORCED CONCRETE PIPE CLASS I | | |
0310 604.092 39.000 EA | 2600.00000 101400.00| 2500.00000 97500.00|
CATCH BASIN TYPE B1-C | | |
0320 604.15 2.000 EA | 2550.00000 5100.00| 2500.00000 5000.00|
MANHOLE | | |
0330 604.246 3.000 EA | 1090.00000 3270.00| 1500.00000 4500.00|
CATCH BASIN TYPE F5 | | |
0340 605.09 1045.000 M | 74.00000 77330.00| 70.00000 73150.00|
150 MM UNDERDRAIN TYPE B | | |
0350 605.11 835.000 M | 118.00000 98530.00| 110.00000 91850.00|
300 MM UNDERDRAIN TYPE C | | |
0360 605.12 557.000 M | 132.00000 73524.00| 125.00000 69625.00|
375 MM UNDERDRAIN TYPE C | | |
0370 605.13 266.000 M | 155.00000 41230.00| 130.00000 34580.00|
450 MM UNDERDRAIN TYPE C | | |
0380 606.24 85.000 M | 60.00000 5100.00| 48.06000 4085.10|
GUARDRAIL TYPE 3D - SINGLE RAIL | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 8
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
=========
====================================================================================================================================
|( 4 ) 000707 |( 5 ) 001094 |( )
|SARGENT CORPORATION |K & K EXCAVATION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0390 606.353 4.000 EA | 38.00000 152.00| 30.00000 120.00|
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0400 606.47 60.000 EA | 44.00000 2640.00| 35.00000 2100.00|
SINGLE WOOD POST | | |
0410 606.79 2.000 EA | 2370.00000 4740.00| 1900.00000 3800.00|
GUARDRAIL 350 FLARED TERMINAL | | |
0420 609.31 2910.000 M | 22.00000 64020.00| 15.00000 43650.00|
CURB TYPE 3 | | |
0430 610.08 200.000 M3 | 65.00000 13000.00| 90.00000 18000.00|
PLAIN RIPRAP | | |
0440 610.18 85.000 M3 | 48.00000 4080.00| 90.00000 7650.00|
STONE DITCH PROTECTION | | |
0450 613.319 550.000 M2 | 2.00000 1100.00| 2.00000 1100.00|
EROSION CONTROL BLANKET | | |
0460 618.1401 360.000 UN | 16.00000 5760.00| 17.00000 6120.00|
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0470 619.1201 360.000 UN | 11.00000 3960.00| 9.96000 3585.60|
MULCH - PLAN QUANTITY | | |
0480 619.1301 50.000 M3 | 40.00000 2000.00| 75.00000 3750.00|
BARK MULCH | | |
0490 619.1401 50.000 M3 | 65.00000 3250.00| 75.00000 3750.00|
EROSION CONTROL MIX | | |
0500 620.58 2610.000 M2 | 2.00000 5220.00| 3.30000 8613.00|
EROSION CONTROL GEOTEXTILE | | |
0510 621.037 38.000 EA | 170.00000 6460.00| 172.00000 6536.00|
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0520 621.552 20.000 EA | 70.00000 1400.00| 36.00000 720.00|
DECIDUOUS SHRUBS (900 MM - 1200 MM) | | |
GROUP A | | |
0530 621.80 LUMP | 2400.00000 2400.00| 1480.00000 1480.00|
ESTABLISHMENT PERIOD | | |
0540 627.711 12450.000 M | 0.44000 5478.00| 0.41000 5104.50|
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
0550 627.76 LUMP | 5000.00000 5000.00| 6240.00000 6240.00|
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
0560 639.18 1.000 EA | 15000.00000 15000.00| 15000.00000 15000.00|
FIELD OFFICE TYPE A | | |
0570 652.312 10.000 EA | 100.00000 1000.00| 210.00000 2100.00|
TYPE III BARRICADE | | |
LETTING DATE : 09/27/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 09/27/06
PAGE : 9
COUNTIE(S): SOMERSET TABULATION OF BIDS
CONTRACT ID : 009196.00
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|( 4 ) 000707 |( 5 ) 001094 |( )
|SARGENT CORPORATION |K & K EXCAVATION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 652.33 100.000 EA | 75.00000 7500.00| 50.00000 5000.00|
DRUM | | |
0590 652.34 100.000 EA | 20.00000 2000.00| 20.00000 2000.00|
CONE | | |
0600 652.35 100.000 M2 | 120.00000 12000.00| 115.00000 11500.00|
CONSTRUCTION SIGNS | | |
0610 652.361 190.000 LS | 15000.00000 15000.00| 50000.00000 50000.00|
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
0620 652.38 10000.000 HR | 14.30000 143000.00| 13.50000 135000.00|
FLAGGER | | |
0630 656.75 LUMP | 46700.00000 46700.00| 20000.00000 20000.00|
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
0640 657.24 20.000 UN | 20.00000 400.00| 17.00000 340.00|
SEEDING PITS | | |
0650 658.20 105.000 M2 | 13.00000 1365.00| 11.81000 1240.05|
ACRYLIC LATEX COLOR FINISH, GREEN | | |
0660 659.10 LUMP | 458000.00000 458000.00| 471139.93000 471139.93|
MOBILIZATION | | |
0670 660.21 4000.000 HR | 2.00000 8000.00| 1.00000 4000.00|
ON-THE-JOB TRAINING (BID) | | |
SECTION TOTALS | $ 3,830,761.00| $ 4,464,249.18| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0002 ALTERNATE BASE 1 (BID ONLY ONE ALTERNATE)
| | |
0680 304.1311 31230.000 M3 | | |
DENSE-GRADED CRUSHED AGGREGATE BASE | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0003 ALTERNATE BASE 2 (BID ONLY ONE ALTERNATE)
| | |
0690 304.08 31230.000 M3 | 24.00000 749520.00| 23.00000 718290.00|
AGGREGATE BASE COURSE - SCREENED | | |
SECTION TOTALS | $ 749,520.00| $ 718,290.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,580,281.00| $ 5,182,539.18| $
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