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LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 1
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01 COMPLETION DATE : 06/30/07
=========
PROJECT(S): NH-8871(01)X LOCATION(S): GRAY MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
BASIS OF AWARD IS ON SECTION 001 & 002, OR SECTION 001 & 003 TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : NEW HIGHWAY CONNECTOR, HIGHWAY IMPROVEMENTS, WITH BRIDGE NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 000116 SHAW BROTHERS CONSTRUCTION, INC. $ 7,317,673.15 100.0000%
2 000292 A H GROVER INC. $ 7,335,139.41 100.2387%
3 000649 SARGENT CORPORATION $ 7,494,369.15 102.4146%
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER 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 201.11 4.470 AC | 8500.00000 37995.00| 5900.00000 26373.00| 10000.00000 44700.00
CLEARING | | |
0020 201.23 19.000 EA | 1000.00000 19000.00| 500.00000 9500.00| 830.00000 15770.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 19.000 EA | 300.00000 5700.00| 150.00000 2850.00| 350.00000 6650.00
REMOVING STUMP | | |
0040 202.08 LUMP| 10000.00000 10000.00| 9500.00000 9500.00| 24000.00000 24000.00
REMOVING BUILDING NO.: 1 | | |
0050 202.19 52.000 LS | 20000.00000 20000.00| 175000.00000 175000.00| 10000.00000 10000.00
REMOVING EXISTING BRIDGE | | |
0060 202.202 1050.000 SY | 2.00000 2100.00| 2.00000 2100.00| 3.00000 3150.00
REMOVING PAVEMENT SURFACE | | |
0070 202.203 925.000 SY | 14.25000 13181.25| 14.25000 13181.25| 15.00000 13875.00
PAVEMENT BUTT JOINTS | | |
0080 203.20 158400.000 CY | 4.75000 752400.00| 5.80000 918720.00| 5.00000 792000.00
COMMON EXCAVATION | | |
0090 203.2318 5.000 T | 750.00000 3750.00| 200.00000 1000.00| 120.00000 600.00
DISPOSAL OF SPECIAL WASTE | | |
0100 203.24 44000.000 CY | 8.50000 374000.00| 7.20000 316800.00| 8.00000 352000.00
COMMON BORROW | | |
0110 203.25 1676.000 CY | 10.00000 16760.00| 10.00000 16760.00| 10.00000 16760.00
GRANULAR BORROW | | |
0120 206.061 33.000 CY | 25.00000 825.00| 12.00000 396.00| 28.00000 924.00
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 2
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 206.082 223.000 CY | 80.00000 17840.00| 30.00000 6690.00| 24.00000 5352.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0140 206.10 317.000 CY | 80.00000 25360.00| 15.00000 4755.00| 40.00000 12680.00
STRUCTURAL EARTH EXCAVATION - PIERS | | |
0150 403.1021 2980.000 SF | 4.65000 13857.00| 4.65000 13857.00| 5.00000 14900.00
TEXTURED ASPHALT PAVEMENT | | |
0160 403.208 5685.000 T | 51.50000 292777.50| 51.50000 292777.50| 56.00000 318360.00
HOT MIX ASPHALT 12.5 MM HMA SURFACE | | |
0170 403.209 215.000 T | 125.00000 26875.00| 125.00000 26875.00| 137.00000 29455.00
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, | | |
DRIVES, INCIDENTALS) | | |
0180 403.210 41.000 T | 150.00000 6150.00| 150.00000 6150.00| 165.00000 6765.00
HOT MIX ASPHALT 9.5 MM HMA | | |
0190 403.211 82.000 T | 85.00000 6970.00| 85.00000 6970.00| 93.00000 7626.00
HOT MIX ASPHALT (SHIMMING) | | |
0200 403.213 5675.000 T | 51.50000 292262.50| 51.50000 292262.50| 56.00000 317800.00
HOT MIX ASPHALT 12.5 MM HMA BASE | | |
0210 409.15 4500.000 G | 7.00000 31500.00| 7.00000 31500.00| 7.00000 31500.00
BITUMINOUS TACK COAT APPLIED | | |
0220 501.48 3115.000 LF | 26.00000 80990.00| 50.00000 155750.00| 38.50000 119927.50
STEEL H-BEAM PILES 74 LBS/FT, DELIVERED | | |
0230 501.481 3115.000 LF | 7.00000 21805.00| 6.00000 18690.00| 13.20000 41118.00
STEEL H-BEAM PILES 74 LBS/FT, IN PLACE | | |
0240 501.90 35.000 EA | 150.00000 5250.00| 200.00000 7000.00| 132.00000 4620.00
PILE TIPS | | |
0250 501.91 12.000 EA | 500.00000 6000.00| 500.00000 6000.00| 275.00000 3300.00
PILE SPLICES | | |
0260 501.92 LUMP| 70000.00000 70000.00| 75000.00000 75000.00| 27500.00000 27500.00
PILE DRIVING EQUIPMENT MOBILIZATION | | |
0270 502.219 91.000 LS | 95000.00000 95000.00| 90000.00000 90000.00| 90000.00000 90000.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0280 502.239 140.000 LS | 230000.00000 230000.00| 140000.00000 140000.00| 110000.00000 110000.00
STRUCTURAL CONCRETE PIERS | | |
0290 502.263 138.000 LS | 100000.00000 100000.00| 115000.00000 115000.00| 135300.00000 135300.00
STRUCTURAL CONCRETE ROADWAY AND END | | |
POSTS ON STEEL BRIDGES | | |
0300 502.264 25.000 LS | 30000.00000 30000.00| 50000.00000 50000.00| 23200.00000 23200.00
STRUCTURAL CONCRETE PARAPETS | | |
0310 503.12 10400.000 LB | 0.50000 5200.00| 0.50000 5200.00| 0.75000 7800.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 3
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 503.13 10400.000 LB | 0.60000 6240.00| 1.00000 10400.00| 1.10000 11440.00
REINFORCING STEEL, PLACING | | |
0330 503.14 51200.000 LB | 0.55000 28160.00| 0.60000 30720.00| 0.66000 33792.00
EPOXY COATED REINFORCING STEEL, | | |
FABRICATED AND DELIVERED | | |
0340 503.15 51200.000 LB | 0.50000 25600.00| 0.40000 20480.00| 0.44000 22528.00
EPOXY COATED REINFORCING STEEL PLACING | | |
0350 503.17 970.000 EA | 35.00000 33950.00| 30.00000 29100.00| 38.50000 37345.00
MECHANICAL WELDED SPLICE | | |
0360 504.70 107000.000 LS | 115000.00000 115000.00| 120000.00000 120000.00| 140250.00000 140250.00
STRUCTURAL STEEL FABRICATED AND | | |
DELIVERED | | |
0370 504.71 107000.000 LS | 30000.00000 30000.00| 75000.00000 75000.00| 34400.00000 34400.00
STRUCTURAL STEEL ERECTION | | |
0380 505.08 1040.000 LS | 3500.00000 3500.00| 3000.00000 3000.00| 5500.00000 5500.00
SHEAR CONNECTORS | | |
0390 506.01 LUMP| 38000.00000 38000.00| 30000.00000 30000.00| 24000.00000 24000.00
PAINTING STRUCTURAL STEEL | | |
0400 507.0850 75.000 LF | 80.00000 6000.00| 70.00000 5250.00| 110.00000 8250.00
BARRIER - MOUNTED ALUMINUM BRIDGE RAIL | | |
- 2 BAR | | |
0410 507.101 LUMP| 13000.00000 13000.00| 6000.00000 6000.00| 11000.00000 11000.00
ALUMINUM BRIDGE RAILING, REMOVE, MODIFY | | |
AND RESET | | |
0420 508.13 475.000 LS | 7000.00000 7000.00| 7000.00000 7000.00| 8250.00000 8250.00
MEMBRANE WATERPROOFING | | |
0430 514.06 1.000 EA | 100.00000 100.00| 1500.00000 1500.00| 770.00000 770.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0440 515.20 245.000 SY | 10.00000 2450.00| 6.50000 1592.50| 4.40000 1078.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0450 515.201 105.000 SY | 25.00000 2625.00| 32.00000 3360.00| 39.60000 4158.00
PIGMENTED CONCRETE PROTECTIVE COATING | | |
0460 520.21 2.000 EA | 10000.00000 20000.00| 12000.00000 24000.00| 12000.00000 24000.00
EXPANSION DEVICE - GLAND SEAL | | |
0470 520.24 2.000 EA | 4800.00000 9600.00| 3500.00000 7000.00| 8800.00000 17600.00
BRIDGE JOINT MODIFICATION | | |
0480 523.52 10.000 EA | 700.00000 7000.00| 500.00000 5000.00| 550.00000 5500.00
BEARING INSTALLATION | | |
0490 523.5552 10.000 EA | 2400.00000 24000.00| 2500.00000 25000.00| 2420.00000 24200.00
POT OR DISC BEARINGS, EXPANSION | | |
0500 524.40 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 27500.00000 27500.00
PROTECTIVE SHIELD | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 4
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 526.30 410.000 LF | 32.20000 13202.00| 40.00000 16400.00| 77.00000 31570.00
TEMPORARY CONCRETE BARRIER - TYPE 1 | | |
0520 526.306 LUMP| 28400.00000 28400.00| 25000.00000 25000.00| 19800.00000 19800.00
TEMPORARY CONCRETE BARRIER - MTA | | |
SUPPLIED | | |
0530 527.33 1.000 EA | 12000.00000 12000.00| 20000.00000 20000.00| 27500.00000 27500.00
TRUCK MOUNTED ATTENUATOR | | |
0540 527.34 5.000 UN | 3000.00000 15000.00| 3500.00000 17500.00| 2400.00000 12000.00
WORK ZONE CRASH CUSHIONS | | |
0550 602.30 120.000 CY | 100.00000 12000.00| 152.00000 18240.00| 120.00000 14400.00
FLOWABLE CONCRETE FILL | | |
0560 603.159 448.000 LF | 32.00000 14336.00| 38.00000 17024.00| 31.00000 13888.00
12 INCH CULVERT PIPE OPTION III | | |
0570 603.16 116.000 LF | 32.00000 3712.00| 39.60000 4593.60| 40.00000 4640.00
15 INCH CULVERT PIPE OPTION I | | |
0580 603.161 4.000 LF | 90.00000 360.00| 100.00000 400.00| 47.00000 188.00
15 INCH CORRUGATED METAL PIPE | | |
0590 603.169 88.000 LF | 65.00000 5720.00| 65.00000 5720.00| 57.00000 5016.00
15 INCH CULVERT PIPE OPTION III | | |
0600 603.175 684.000 LF | 58.00000 39672.00| 85.00000 58140.00| 47.00000 32148.00
18 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0610 603.179 362.000 LF | 47.00000 17014.00| 44.26000 16022.12| 44.00000 15928.00
18 INCH CULVERT PIPE OPTION III | | |
0620 603.209 100.000 LF | 58.00000 5800.00| 45.00000 4500.00| 85.00000 8500.00
30 INCH CULVERT PIPE OPTION III | | |
0630 603.225 168.000 LF | 118.00000 19824.00| 98.00000 16464.00| 120.00000 20160.00
42 INCH REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0640 603.77 5.000 EA | 450.00000 2250.00| 850.00000 4250.00| 730.00000 3650.00
15 INCH INLET GRATE UNIT | | |
0650 604.092 20.130 EA | 2800.00000 56364.00| 3033.00000 61054.29| 2900.00000 58377.00
CATCH BASIN TYPE B1-C | | |
0660 604.16 2.000 EA | 500.00000 1000.00| 950.00000 1900.00| 800.00000 1600.00
ALTERING CATCH BASIN TO MANHOLES | | |
0670 604.249 3.000 EA | 1800.00000 5400.00| 2000.00000 6000.00| 1500.00000 4500.00
CATCH BASIN TYPE F6-C | | |
0680 605.09 1125.000 LF | 22.50000 25312.50| 49.00000 55125.00| 31.00000 34875.00
6 INCH UNDERDRAIN TYPE B | | |
0690 605.10 25.000 LF | 20.00000 500.00| 49.00000 1225.00| 37.00000 925.00
6 INCH UNDERDRAIN OUTLET | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 5
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 605.11 1124.000 LF | 36.00000 40464.00| 35.00000 39340.00| 35.00000 39340.00
12 INCH UNDERDRAIN TYPE C | | |
0710 605.13 390.000 LF | 58.00000 22620.00| 73.00000 28470.00| 57.00000 22230.00
18 INCH UNDERDRAIN TYPE C | | |
0720 606.17 200.000 LF | 14.00000 2800.00| 15.40000 3080.00| 15.00000 3000.00
GUARDRAIL TYPE 3B - SINGLE RAIL | | |
0730 606.1721 4.000 EA | 1300.00000 5200.00| 1430.00000 5720.00| 1430.00000 5720.00
BRIDGE TRANSITION - TYPE 1 | | |
0740 606.23 3150.000 LF | 12.75000 40162.50| 13.75000 43312.50| 13.00000 40950.00
GUARDRAIL TYPE 3C - SINGLE RAIL | | |
0750 606.232 200.000 LF | 13.50000 2700.00| 14.75000 2950.00| 14.00000 2800.00
GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS | | |
0760 606.265 11.000 EA | 45.00000 495.00| 49.50000 544.50| 49.00000 539.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0770 606.353 36.000 EA | 40.00000 1440.00| 44.00000 1584.00| 44.00000 1584.00
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER | | |
0780 606.358 525.000 LF | 5.50000 2887.50| 6.00000 3150.00| 6.00000 3150.00
GUARDRAIL, MODIFY, TYPE 3B TO 3C | | |
0790 606.365 1412.500 LF | 10.00000 14125.00| 11.00000 15537.50| 11.00000 15537.50
GUARDRAIL REMOVE, MODIFY, AND RESET | | |
TYPR 3B TO 3C | | |
0800 606.366 1400.000 LF | 8.50000 11900.00| 9.35000 13090.00| 9.00000 12600.00
GUARDRAIL, REMOVE & RESET TYPE 3C | | |
0810 606.47 5.000 EA | 60.00000 300.00| 66.00000 330.00| 66.00000 330.00
SINGLE WOOD POST | | |
0820 606.48 55.000 EA | 40.00000 2200.00| 44.00000 2420.00| 44.00000 2420.00
SINGLE GALVANIZED STEEL POST | | |
0830 606.551 312.500 LF | 30.00000 9375.00| 33.00000 10312.50| 33.00000 10312.50
GUARDRAIL TYPE 3 - SINGLE RAIL WITH RUB | | |
RAIL | | |
0840 606.754 3.000 EA | 1500.00000 4500.00| 960.00000 2880.00| 2100.00000 6300.00
WIDEN SHOULDER FOR GUARDRAIL 350 FLARED | | |
TERMINAL | | |
0850 606.79 11.000 EA | 1500.00000 16500.00| 1650.00000 18150.00| 1650.00000 18150.00
GUARDRAIL 350 FLARED TERMINAL | | |
0860 606.80 2.000 EA | 4800.00000 9600.00| 7500.00000 15000.00| 5280.00000 10560.00
BURIED-IN-SLOPE GUARDRAIL END | | |
0870 607.09 12900.000 LF | 4.65000 59985.00| 5.10000 65790.00| 5.12000 66048.00
WOVEN WIRE FENCE - METAL POSTS | | |
0880 607.16 1450.000 LF | 12.00000 17400.00| 13.50000 19575.00| 13.53000 19618.50
CHAIN LINK FENCE - 4 FOOT | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 6
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 607.24 450.000 LF | 11.10000 4995.00| 12.20000 5490.00| 12.21000 5494.50
REMOVE AND RESET FENCE | | |
0900 607.241 52.000 EA | 76.55000 3980.60| 84.20000 4378.40| 84.20000 4378.40
SINGLE METAL FENCE POST | | |
0910 607.32 30.000 EA | 130.20000 3906.00| 143.20000 4296.00| 143.00000 4290.00
BRACING ASSEMBLY TYPE I - METAL POSTS | | |
0920 607.34 10.000 EA | 177.10000 1771.00| 195.00000 1950.00| 195.00000 1950.00
BRACING ASSEMBLY CHAIN LINK FENCE | | |
0930 609.1521 272.000 LF | 70.00000 19040.00| 80.00000 21760.00| 88.00000 23936.00
SLOPED BRIDGE CURB TYPE 1D | | |
0940 609.31 1125.000 LF | 4.00000 4500.00| 6.00000 6750.00| 4.40000 4950.00
CURB TYPE 3 | | |
0950 609.34 3557.000 LF | 27.00000 96039.00| 22.00000 78254.00| 23.00000 81811.00
CURB TYPE 5 | | |
0960 609.35 146.000 LF | 60.00000 8760.00| 112.50000 16425.00| 74.00000 10804.00
CURB TYPE 5 - CIRCULAR | | |
0970 609.38 250.000 LF | 20.00000 5000.00| 24.00000 6000.00| 18.00000 4500.00
RESET CURB TYPE 1 | | |
0980 609.40 150.000 LF | 20.00000 3000.00| 20.00000 3000.00| 18.00000 2700.00
RESET CURB TYPE 5 | | |
0990 610.08 984.000 CY | 50.00000 49200.00| 64.35000 63320.40| 40.00000 39360.00
PLAIN RIPRAP | | |
1000 610.18 30.000 CY | 100.00000 3000.00| 64.35000 1930.50| 40.00000 1200.00
STONE DITCH PROTECTION | | |
1010 610.45 LUMP| 3000.00000 3000.00| 8150.00000 8150.00| 1000.00000 1000.00
LEVEL LIP SPREADER | | |
1020 613.319 8050.000 SY | 2.00000 16100.00| 2.20000 17710.00| 2.00000 16100.00
EROSION CONTROL BLANKET | | |
1030 615.07 4080.000 CY | 30.00000 122400.00| 31.00000 126480.00| 8.00000 32640.00
LOAM | | |
1040 618.1301 73.000 UN | 19.00000 1387.00| 17.85000 1303.05| 23.00000 1679.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
1050 618.1401 329.000 UN | 13.00000 4277.00| 17.85000 5872.65| 19.00000 6251.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
1060 618.1411 390.000 UN | 24.00000 9360.00| 25.50000 9945.00| 33.00000 12870.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
1070 618.25 4.000 MGAL| 35.00000 140.00| 35.00000 140.00| 38.00000 152.00
APPLIED WATER | | |
1080 619.1201 672.000 UN | 10.00000 6720.00| 12.25000 8232.00| 11.00000 7392.00
MULCH - PLAN QUANTITY | | |
1090 619.1401 1700.000 CY | 38.00000 64600.00| 22.25000 37825.00| 12.00000 20400.00
EROSION CONTROL MIX | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 7
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1100 620.58 2160.000 SY | 2.00000 4320.00| 2.10000 4536.00| 2.00000 4320.00
EROSION CONTROL GEOTEXTILE | | |
1110 620.60 9000.000 SY | 2.00000 18000.00| 1.60000 14400.00| 1.50000 13500.00
SEPARATION GEOTEXTILE | | |
1120 621.031 48.000 EA | 143.00000 6864.00| 143.00000 6864.00| 121.00000 5808.00
EVERGREEN TREES (4 FOOT - 5 FOOT) GROUP | | |
A | | |
1130 621.037 10.000 EA | 183.00000 1830.00| 183.00000 1830.00| 133.00000 1330.00
EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP | | |
A | | |
1140 621.039 5.000 EA | 213.00000 1065.00| 213.00000 1065.00| 196.00000 980.00
EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP | | |
C | | |
1150 621.12 40.000 EA | 123.00000 4920.00| 123.00000 4920.00| 109.00000 4360.00
SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) | | |
GROUP A | | |
1160 621.196 9.000 EA | 269.00000 2421.00| 269.00000 2421.00| 396.00000 3564.00
MEDIUM DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP B | | |
1170 621.267 40.000 EA | 296.00000 11840.00| 296.00000 11840.00| 427.00000 17080.00
LARGE DECIDUOUS TREE (1.75 INCH - 2 | | |
INCH CALIPER) GROUP A | | |
1180 621.273 6.000 EA | 323.00000 1938.00| 323.00000 1938.00| 507.00000 3042.00
LARGE DECIDUOUS TREE (2 INCH - 2.50 | | |
INCH CALIPER) GROUP A | | |
1190 621.546 53.000 EA | 41.00000 2173.00| 41.00000 2173.00| 35.00000 1855.00
DECIDUOUS SHRUBS (2 FOOT - 3 FOOT) | | |
GROUP A | | |
1200 621.80 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 6200.00000 6200.00
ESTABLISHMENT PERIOD | | |
1210 626.11 11.000 EA | 500.00000 5500.00| 247.50000 2722.50| 250.00000 2750.00
PRECAST CONCRETE JUNCTION BOX | | |
1220 626.21 295.000 LF | 10.00000 2950.00| 10.50000 3097.50| 10.00000 2950.00
METALLIC CONDUIT | | |
1230 626.22 4230.000 LF | 15.00000 63450.00| 5.45000 23053.50| 5.50000 23265.00
NON-METALLIC CONDUIT | | |
1240 626.32 23.000 EA | 1000.00000 23000.00| 632.50000 14547.50| 630.00000 14490.00
24 INCH FOUNDATION | | |
1250 626.33 1.000 EA | 900.00000 900.00| 935.00000 935.00| 930.00000 930.00
30 INCH FOUNDATION | | |
1260 626.35 4.000 EA | 680.00000 2720.00| 660.00000 2640.00| 660.00000 2640.00
CONTROLLER CABINET FOUNDATION | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 8
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1270 627.711 42400.000 LF | 0.13000 5512.00| 0.14000 5936.00| 0.14000 5936.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY) | | |
1280 627.75 1825.000 SF | 1.50000 2737.50| 1.65000 3011.25| 1.65000 3011.25
WHITE OR YELLOW PAVEMENT AND CURB | | |
MARKING | | |
1290 627.76 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 1000.00000 1000.00
TEMPORARY PVMT. MARK LINE, W OR YELLOW | | |
1300 627.77 4000.000 SF | 0.80000 3200.00| 0.88000 3520.00| 0.88000 3520.00
REMOVING PAVEMENT MARKINGS | | |
1310 627.781 3910.000 LF | 0.18000 703.80| 0.20000 782.00| 0.20000 782.00
TEMPORARY 6 INCH PAINTED PAVEMENT | | |
MARKING LINE, WHITE OR YELLOW | | |
1320 629.05 115.000 HR | 35.00000 4025.00| 45.00000 5175.00| 28.00000 3220.00
HAND LABOR, STRAIGHT TIME | | |
1330 631.12 40.000 HR | 100.00000 4000.00| 125.00000 5000.00| 120.00000 4800.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1340 631.13 30.000 HR | 100.00000 3000.00| 100.00000 3000.00| 120.00000 3600.00
BULLDOZER (INCLUDING OPERATOR) | | |
1350 631.172 80.000 HR | 70.00000 5600.00| 55.00000 4400.00| 60.00000 4800.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1360 631.18 15.000 HR | 45.00000 675.00| 60.00000 900.00| 36.00000 540.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1370 631.20 15.000 HR | 85.00000 1275.00| 110.00000 1650.00| 150.00000 2250.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1380 631.32 30.000 HR | 250.00000 7500.00| 150.00000 4500.00| 125.00000 3750.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1390 634.16 LUMP| 33000.00000 33000.00| 38757.40000 38757.40| 39000.00000 39000.00
HIGHWAY LIGHTING | | |
1400 634.21 23.000 EA | 1800.00000 41400.00| 1905.00000 43815.00| 1000.00000 23000.00
CONVENTIONAL LIGHT STANDARD | | |
1410 637.071 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 100000.00000 100000.00
DUST CONTROL | | |
1420 639.18 1.000 EA | 12000.00000 12000.00| 17000.00000 17000.00| 15000.00000 15000.00
FIELD OFFICE TYPE A | | |
1430 643.71 LUMP| 15000.00000 15000.00| 19500.00000 19500.00| 20000.00000 20000.00
TRAFFIC SIGNAL MODIFICATION AT MTA ENT. | | |
1440 643.80 LUMP| 36000.00000 36000.00| 36525.00000 36525.00| 37000.00000 37000.00
TRAFFIC SIGNALS AT CONNECTOR | | |
1450 643.90 LUMP| 6000.00000 6000.00| 8200.00000 8200.00| 8000.00000 8000.00
INTERCONNECT WIRE BETWEEN | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 9
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1460 643.93 1.000 EA | 7000.00000 7000.00| 6800.00000 6800.00| 7000.00000 7000.00
STRAIN POLE | | |
1470 645.291 225.000 SF | 30.00000 6750.00| 32.00000 7200.00| 32.00000 7200.00
ROADSIDE GUIDE SIGNS TYPE II | | |
1480 645.292 835.000 SF | 29.00000 24215.00| 30.00000 25050.00| 29.00000 24215.00
REGULATORY, WARNING, CONFIRMATION AND | | |
ROUTE MARKER ASSEMBLY SIGNS TYPE II | | |
1490 652.30 2.000 EA | 2500.00000 5000.00| 3500.00000 7000.00| 3500.00000 7000.00
FLASHING ARROW BOARD | | |
1500 652.31 25.000 EA | 10.00000 250.00| 50.00000 1250.00| 75.00000 1875.00
TYPE I BARRICADE | | |
1510 652.312 2.000 EA | 200.00000 400.00| 250.00000 500.00| 150.00000 300.00
TYPE III BARRICADE | | |
1520 652.33 360.000 EA | 85.00000 30600.00| 55.00000 19800.00| 75.00000 27000.00
DRUM | | |
1530 652.34 150.000 EA | 20.00000 3000.00| 13.00000 1950.00| 50.00000 7500.00
CONE | | |
1540 652.342 200.000 EA | 85.00000 17000.00| 29.00000 5800.00| 50.00000 10000.00
42 INCH CONE | | |
1550 652.35 1850.000 SF | 12.00000 22200.00| 13.00000 24050.00| 20.00000 37000.00
CONSTRUCTION SIGNS | | |
1560 652.361 300.000 LS | 123750.00000 123750.00| 5000.00000 5000.00| 120000.00000 120000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1570 652.38 10000.000 HR | 18.00000 180000.00| 17.50000 175000.00| 15.00000 150000.00
FLAGGER | | |
1580 652.41 3.000 EA | 10000.00000 30000.00| 23000.00000 69000.00| 12000.00000 36000.00
PORTABLE - CHANGEABLE MESSAGE SIGN | | |
1590 656.75 LUMP| 100000.00000 100000.00| 25612.50000 25612.50| 120000.00000 120000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1600 658.20 1090.000 SY | 12.75000 13897.50| 14.00000 15260.00| 30.00000 32700.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1610 659.10 LUMP| 723987.00000 723987.00| 641250.00000 641250.00| 728785.00000 728785.00
MOBILIZATION | | |
1620 660.21 7000.000 HR | 1.00000 7000.00| 1.00000 7000.00| 2.00000 14000.00
ON-THE-JOB TRAINING (BID) | | |
1630 803.01 4.000 EA | 1000.00000 4000.00| 250.00000 1000.00| 100.00000 400.00
TEST PITS | | |
1640 822.3152 1.000 EA | 5678.00000 5678.00| 5700.00000 5700.00| 5000.00000 5000.00
TAPPING SLEEVE AND VALVE 12" | | |
1650 822.3221 55.000 LF | 97.00000 5335.00| 115.00000 6325.00| 67.00000 3685.00
6 INCH DUCTILE PIPE, VALVES AND FITTING | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 10
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1660 822.3252 1.000 EA | 3754.00000 3754.00| 3200.00000 3200.00| 6000.00000 6000.00
6 " TAPPING SLEEVE AND VALVE | | |
1670 822.337 2.000 EA | 9260.00000 18520.00| 5200.00000 10400.00| 8500.00000 17000.00
6 " INSERTION VALVE | | |
1680 822.36 2745.000 LF | 80.00000 219600.00| 77.00000 211365.00| 85.00000 233325.00
12 INCH DUCTILE IRON PIPE | | |
1690 822.37 75.000 LF | 125.00000 9375.00| 140.00000 10500.00| 100.00000 7500.00
16 " DUCTILE IRON PIPE | | |
1700 822.3711 1.000 EA | 845.00000 845.00| 795.00000 795.00| 1160.00000 1160.00
16 " SOLID SLEEVE | | |
1710 822.3722 1.000 EA | 748.00000 748.00| 675.00000 675.00| 2600.00000 2600.00
16 " REDUCER | | |
1720 823.31 13.000 EA | 1530.00000 19890.00| 1600.00000 20800.00| 2600.00000 33800.00
12 INCH GATE VALVE | | |
1730 823.312 5.000 EA | 1165.00000 5825.00| 665.00000 3325.00| 1200.00000 6000.00
12 " BENDS | | |
1740 823.313 8.000 EA | 1215.00000 9720.00| 800.00000 6400.00| 1400.00000 11200.00
12 " TEE | | |
1750 823.314 2.000 EA | 458.00000 916.00| 556.50000 1113.00| 1400.00000 2800.00
12 " REDUCER | | |
1760 823.3253 1.000 EA | 4147.00000 4147.00| 3452.00000 3452.00| 6000.00000 6000.00
TAPPING SLEEVE & GATE VALVE WITH BOX 8" | | |
1770 823.3254 2.000 EA | 4980.00000 9960.00| 5685.00000 11370.00| 10000.00000 20000.00
8" INSERTION VALVE | | |
1780 823.331 2.000 EA | 900.00000 1800.00| 670.00000 1340.00| 1500.00000 3000.00
6 INCH GATE VALVE | | |
1790 823.335 1.000 EA | 850.00000 850.00| 570.00000 570.00| 950.00000 950.00
4 INCH GATE VALVE | | |
1800 823.3352 1.000 EA | 175.00000 175.00| 200.00000 200.00| 260.00000 260.00
4 " REDUCER | | |
1810 823.337 1.000 EA | 275.00000 275.00| 300.00000 300.00| 270.00000 270.00
6 " BEND | | |
1820 823.34 5.000 EA | 1300.00000 6500.00| 1500.00000 7500.00| 1300.00000 6500.00
BLOW OFF VALVE ASSEMBLY | | |
1830 824.30 5.000 EA | 4580.00000 22900.00| 5080.00000 25400.00| 5000.00000 25000.00
FIRE HYDRANT | | |
1840 824.33 1.000 EA | 4510.00000 4510.00| 3300.00000 3300.00| 2200.00000 2200.00
REMOVE EXISTING VALVE CLUSTER | | |
1850 825.3411 165.000 LF | 91.00000 15015.00| 99.00000 16335.00| 65.00000 10725.00
3 " SERVICE CONNECTION | | |
1860 825.3421 430.000 LF | 35.00000 15050.00| 25.00000 10750.00| 43.00000 18490.00
SLIPLINE 3" POLY IN 6" WATER MAIN | | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 11
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1870 825.441 6.000 EA | 1076.00000 6456.00| 1635.00000 9810.00| 2000.00000 12000.00
SHORT SIDE SERVICES | | |
1880 825.4411 3.000 EA | 5342.00000 16026.00| 5955.00000 17865.00| 3000.00000 9000.00
LONG SIDE SERVICES | | |
1890 827.301 20.000 CY | 150.00000 3000.00| 1.00000 20.00| 275.00000 5500.00
ROCK EXCAVATION WATER MAIN | | |
1900 827.302 100.000 CY | 30.00000 3000.00| 15.00000 1500.00| 35.00000 3500.00
UNSUITABLE SOIL EXCAVATION - BELOW GRAD | | |
1910 827.3311 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 2000.00000 2000.00
TRENCH PROTECTION | | |
SECTION TOTALS | $ 6,036,408.15| $ 6,079,052.91| $ 6,078,619.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 PAVEMENT ALTERNATE 1
| | |
1920 304.09 23550.000 CY | 19.00000 447450.00| 17.65000 415657.50| 20.00000 471000.00
AGGREGATE BASE COURSE - CRUSHED | | |
1930 304.10 22700.000 CY | 14.07000 319389.00| 13.65000 309855.00| 14.00000 317800.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1940 403.207 7650.000 T | 55.50000 424575.00| 55.50000 424575.00| 55.00000 420750.00
HOT MIX ASPHALT 19.0 MM HMA | | |
SECTION TOTALS | $ 1,191,414.00| $ 1,150,087.50| $ 1,209,550.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 PAVEMENT ALTERNATE 2
| | |
1950 304.09 5950.000 CY | 22.00000 130900.00| |
AGGREGATE BASE COURSE - CRUSHED | | |
1960 304.10 38900.000 CY | 9.65000 375385.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
1970 403.207 10250.000 T | 53.50000 548375.00| |
HOT MIX ASPHALT 19.0 MM HMA | | |
SECTION TOTALS | $ 1,054,660.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 WATER MAIN - OPTION 1
| | |
1980 822.37 1185.000 LF | 114.00000 135090.00| 30.00000 35550.00| 100.00000 118500.00
16 " DUCTILE IRON PIPE | | |
1990 822.3732 4.000 EA | 2600.00000 10400.00| 1500.00000 6000.00| 2000.00000 8000.00
16 " DUCTILE IRON PIPE FITTINGS | | |
2000 823.374 5.000 EA | 10000.00000 50000.00| 7100.00000 35500.00| 8500.00000 42500.00
16 " GATE VALVE | | |
SECTION TOTALS | $ 195,490.00| $ 77,050.00| $ 169,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 WATER MAIN - OPTION 2
| | |
LETTING DATE : 01/11/06 MAINE DEPARTMENT OF TRANSPORTATION DATE : 01/11/06
PAGE : 12
COUNTIE(S): CUMBERLAND TABULATION OF BIDS
CONTRACT ID : 008871.01
=========
====================================================================================================================================
|( 1 ) 000116 |( 2 ) 000292 |( 3 ) 000649
|SHAW BROTHERS CONSTRUCTION, |A H GROVER INC. |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
2010 822.36 240.000 LF | 80.00000 19200.00| 71.00000 17040.00| 85.00000 20400.00
12 INCH DUCTILE IRON PIPE | | |
2020 822.372 1.000 EA | 1215.00000 1215.00| 896.00000 896.00| 1400.00000 1400.00
12 " TEE | | |
2030 823.31 4.000 EA | 1530.00000 6120.00| 1678.25000 6713.00| 2600.00000 10400.00
12 INCH GATE VALVE | | |
2040 824.30 1.000 EA | 4580.00000 4580.00| 4300.00000 4300.00| 5000.00000 5000.00
FIRE HYDRANT | | |
SECTION TOTALS | $ 31,115.00| $ 28,949.00| $ 37,200.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 7,317,673.15| $ 7,335,139.41| $ 7,494,369.15
====================================================================================================================================