Skip Maine state header navigation
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 1
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10 COMPLETION DATE : 06/01/06
=========
PROJECT(S): STP-9200(100)X LOCATION(S): GUILFORD MAINE STATE DEPARTMENT OF TRANSPORTATION
A TRUE COPY : __________________________
TITLE : __________________________
ATTEST : ____________________________ CONTRACT DESCRIPTION : GUILFORD, RURAL HIGHWAY CONSTRUCTION NOTARY PUBLIC
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 001094 K & K EXCAVATION, INC. $ 6,635,780.55 100.0000%
2 000036 H E SARGENT, INC. $ 6,673,950.00 100.5752%
3 000059 PIKE INDUSTRIES, INC. $ 6,966,342.90 104.9815%
4 000649 SARGENT & SARGENT, INC. $ 7,243,530.50 109.1587%
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY / BRIDGE ITEMS
| | |
0010 201.11 3.500 HA | 5000.00000 17500.00| 50000.00000 175000.00| 10000.00000 35000.00
CLEARING | | |
0020 201.23 46.000 EA | 300.00000 13800.00| 1000.00000 46000.00| 250.00000 11500.00
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 40.000 EA | 250.00000 10000.00| 1000.00000 40000.00| 175.00000 7000.00
REMOVING STUMP | | |
0040 202.08 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 10000.00000 10000.00
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 7500.00000 7500.00| 10000.00000 10000.00| 5000.00000 5000.00
REMOVING BUILDING NO.: 2 | | |
0060 202.12 5.000 M3 | 750.00000 3750.00| 600.00000 3000.00| 500.00000 2500.00
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0070 202.19 1.000 LS | 40800.00000 40800.00| 65000.00000 65000.00| 75000.00000 75000.00
REMOVING EXISTING BRIDGE | | |
0080 202.202 17200.000 M2 | 2.65000 45580.00| 5.00000 86000.00| 2.65000 45580.00
REMOVING PAVEMENT SURFACE | | |
0090 202.203 2260.000 M2 | 24.00000 54240.00| 26.00000 58760.00| 24.00000 54240.00
PAVEMENT BUTT JOINTS | | |
0100 203.20 62100.000 M3 | 10.00000 621000.00| 11.75000 729675.00| 10.50000 652050.00
COMMON EXCAVATION | | |
0110 203.21 1810.000 M3 | 40.00000 72400.00| 50.00000 90500.00| 47.50000 85975.00
ROCK EXCAVATION | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 2
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.242 3050.000 M3 | 20.00000 61000.00| 5.00000 15250.00| 15.00000 45750.00
DIRTY BORROW | | |
0130 203.25 2780.000 M3 | 20.00000 55600.00| 21.00000 58380.00| 15.00000 41700.00
GRANULAR BORROW | | |
0140 206.061 165.000 M3 | 25.00000 4125.00| 8.00000 1320.00| 21.75000 3588.75
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0150 206.07 425.000 M3 | 98.00000 41650.00| 85.00000 36125.00| 95.00000 40375.00
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0160 206.082 1424.000 M3 | 30.00000 42720.00| 23.00000 32752.00| 22.00000 31328.00
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0170 304.10 59800.000 M3 | 20.00000 1196000.00| 15.00000 897000.00| 21.50000 1285700.00
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0180 403.207 14740.000 MG | 50.00000 737000.00| 48.00000 707520.00| 44.50000 655930.00
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
0190 403.208 6690.000 MG | 55.00000 367950.00| 48.00000 321120.00| 47.60000 318444.00
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0200 403.209 840.000 MG | 108.00000 90720.00| 112.00000 94080.00| 105.00000 88200.00
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0210 403.211 210.000 MG | 71.00000 14910.00| 75.00000 15750.00| 70.50000 14805.00
HOT MIX ASPHALT (SHIM) | | |
0220 403.213 7650.000 MG | 48.00000 367200.00| 50.00000 382500.00| 47.50000 363375.00
HOT MIX ASPHALT 12.5 MM, BASE | | |
0230 409.15 10500.000 L | 1.50000 15750.00| 1.60000 16800.00| 1.50000 15750.00
BITUMINOUS TACK COAT APPLIED | | |
0240 411.09 240.000 M3 | 49.00000 11760.00| 14.00000 3360.00| 65.00000 15600.00
UNTREATED AGGREGATE SURFACE COURSE | | |
0250 502.21 303.000 M3 | 650.00000 196950.00| 550.00000 166650.00| 525.00000 159075.00
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.261 19.000 LS | 14500.00000 14500.00| 34000.00000 34000.00| 40000.00000 40000.00
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0270 502.31 22.000 LS | 17700.00000 17700.00| 9500.00000 9500.00| 12500.00000 12500.00
STRUCTURAL CONCRETE APPROACH SLABS | | |
0280 502.36 1.000 LS | 1200.00000 1200.00| 5000.00000 5000.00| 7500.00000 7500.00
STRUCTURAL CONCRETE, EXISTING STRUCTURE | | |
MODIFICATION | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 3
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 502.49 23.000 LS | 27700.00000 27700.00| 25500.00000 25500.00| 35000.00000 35000.00
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0300 502.56 170.000 M3 | 400.00000 68000.00| 300.00000 51000.00| 300.00000 51000.00
CONCRETE FILL | | |
0310 503.12 18400.000 KG | 0.90000 16560.00| 1.25000 23000.00| 1.50000 27600.00
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0320 503.13 18400.000 KG | 1.00000 18400.00| 0.50000 9200.00| 0.75000 13800.00
REINFORCING STEEL, PLACING | | |
0330 504.069 2.000 EA | 400.00000 800.00| 1000.00000 2000.00| 225.00000 450.00
CONCRETE PIPE TIES | | |
0340 508.13 224.000 LS | 8500.00000 8500.00| 7500.00000 7500.00| 10000.00000 10000.00
MEMBRANE WATERPROOFING | | |
0350 510.10 LUMP| 100000.00000 100000.00| 125000.00000 125000.00| 100000.00000 100000.00
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
0360 511.07 LUMP| 29200.00000 29200.00| 3000.00000 3000.00| 5000.00000 5000.00
COFFERDAM: | | |
0370 512.081 68.000 LS | 2800.00000 2800.00| 4000.00000 4000.00| 5000.00000 5000.00
FRENCH DRAINS | | |
0380 514.06 2.000 EA | 1000.00000 2000.00| 700.00000 1400.00| 1000.00000 2000.00
CURING BOX FOR CONCRETE CYLINDERS | | |
0390 515.21 47.000 LS | 1300.00000 1300.00| 1000.00000 1000.00| 1500.00000 1500.00
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0400 525.26 14.000 M2 | 400.00000 5600.00| 450.00000 6300.00| 450.00000 6300.00
REPOINTING GRANITE MASONRY | | |
0410 526.301 165.000 LS | 29100.00000 29100.00| 12750.00000 12750.00| 15000.00000 15000.00
TEMPORARY CONCRETE BARRIER TYPE I | | |
0420 534.70 1.000 LS | 225000.00000 225000.00| 210000.00000 210000.00| 225000.00000 225000.00
PRECAST STRUCTURAL CONCRETE ARCH | | |
0430 601.22 130.000 M3 | 250.00000 32500.00| 165.00000 21450.00| 152.50000 19825.00
GABIONS, PVC COATED | | |
0440 603.159 277.000 M | 125.00000 34625.00| 110.00000 30470.00| 145.70000 40358.90
300 MM CULVERT PIPE OPTION III | | |
0450 603.16 250.000 M | 90.00000 22500.00| 92.00000 23000.00| 65.00000 16250.00
375 MM CULVERT PIPE OPTION I | | |
0460 603.169 51.000 M | 170.00000 8670.00| 100.00000 5100.00| 175.00000 8925.00
375 MM CULVERT PIPE OPTION III | | |
0470 603.17 41.000 M | 113.00000 4633.00| 112.00000 4592.00| 75.00000 3075.00
450 MM CULVERT PIPE OPTION I | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 4
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 603.175 42.000 M | 250.00000 10500.00| 130.00000 5460.00| 185.00000 7770.00
450 MM RCP CLASS III | | |
0490 603.1752 32.000 M | 120.00000 3840.00| 135.00000 4320.00| 190.00000 6080.00
450 MM RCP CLASS IV | | |
0500 603.179 424.000 M | 150.00000 63600.00| 120.00000 50880.00| 200.00000 84800.00
450 MM CULVERT PIPE OPTION III | | |
0510 603.199 122.000 M | 230.00000 28060.00| 185.00000 22570.00| 210.00000 25620.00
600 MM CULVERT PIPE OPTION III | | |
0520 603.215 39.000 M | 500.00000 19500.00| 240.00000 9360.00| 325.00000 12675.00
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0530 603.76 4.000 EA | 300.00000 1200.00| 350.00000 1400.00| 500.00000 2000.00
300 MM INLET GRATE UNIT | | |
0540 603.77 4.000 EA | 340.00000 1360.00| 375.00000 1500.00| 550.00000 2200.00
375 MM INLET GRATE UNIT | | |
0550 603.78 5.000 EA | 440.00000 2200.00| 415.00000 2075.00| 600.00000 3000.00
450 MM INLET GRATE UNIT | | |
0560 603.80 1.000 EA | 450.00000 450.00| 500.00000 500.00| 750.00000 750.00
600 MM INLET GRATE UNIT | | |
0570 604.092 28.000 EA | 1500.00000 42000.00| 1700.00000 47600.00| 2000.00000 56000.00
CATCH BASIN TYPE B1-C | | |
0580 604.15 6.000 EA | 2000.00000 12000.00| 2500.00000 15000.00| 2250.00000 13500.00
MANHOLE | | |
0590 604.243 1.000 EA | 1200.00000 1200.00| 805.00000 805.00| 1250.00000 1250.00
CATCH BASIN TYPE F3-C | | |
0600 604.245 2.000 EA | 1450.00000 2900.00| 1025.00000 2050.00| 1250.00000 2500.00
CATCH BASIN TYPE F4-C | | |
0610 604.247 2.000 EA | 1500.00000 3000.00| 1300.00000 2600.00| 1500.00000 3000.00
CATCH BASIN TYPE F5-C | | |
0620 604.249 2.000 EA | 1500.00000 3000.00| 1400.00000 2800.00| 1500.00000 3000.00
CATCH BASIN TYPE F6-C | | |
0630 604.262 8.000 EA | 2800.00000 22400.00| 1500.00000 12000.00| 2000.00000 16000.00
CATCH BASIN TYPE B5-C | | |
0640 605.09 1800.000 M | 64.00000 115200.00| 68.00000 122400.00| 65.00000 117000.00
150 MM UNDERDRAIN TYPE B | | |
0650 605.10 24.000 M | 75.00000 1800.00| 80.00000 1920.00| 85.00000 2040.00
150 MM UNDERDRAIN OUTLET | | |
0660 605.11 772.000 M | 100.00000 77200.00| 98.00000 75656.00| 105.00000 81060.00
300 MM UNDERDRAIN TYPE C | | |
0670 605.12 178.000 M | 100.00000 17800.00| 103.00000 18334.00| 115.00000 20470.00
375 MM UNDERDRAIN TYPE C | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 5
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 605.13 188.000 M | 120.00000 22560.00| 115.00000 21620.00| 150.00000 28200.00
450 MM UNDERDRAIN TYPE C | | |
0690 606.15 1277.000 M | 49.00000 62573.00| 50.00000 63850.00| 48.50000 61934.50
GUARDRAIL TYPE 3A - SINGLE RAIL | | |
0700 606.151 578.000 M | 52.00000 30056.00| 52.00000 30056.00| 52.00000 30056.00
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0710 606.191 8.000 M | 66.00000 528.00| 66.00000 528.00| 65.00000 520.00
GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND | | |
LESS | | |
0720 606.20 96.000 M | 66.00000 6336.00| 66.00000 6336.00| 65.00000 6240.00
GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS | | |
0730 606.201 89.000 M | 66.00000 5874.00| 66.00000 5874.00| 65.00000 5785.00
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0740 606.258 14.000 EA | 1400.00000 19600.00| 1400.00000 19600.00| 1750.00000 24500.00
CABLE RELEASING TERMINAL ANCHORAGE | | |
ASSEMBLY | | |
0750 606.265 2.000 EA | 75.00000 150.00| 55.00000 110.00| 55.00000 110.00
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
0760 606.266 2.000 EA | 110.00000 220.00| 110.00000 220.00| 110.00000 220.00
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0770 606.35 42.000 EA | 38.00000 1596.00| 25.00000 1050.00| 25.00000 1050.00
GUARDRAIL DELINEATOR POST | | |
0780 606.47 29.000 EA | 40.00000 1160.00| 15.00000 435.00| 15.00000 435.00
SINGLE WOOD POST | | |
0790 606.74 31.000 M | 270.00000 8370.00| 165.00000 5115.00| 175.00000 5425.00
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0800 606.79 14.000 EA | 1375.00000 19250.00| 1400.00000 19600.00| 1750.00000 24500.00
GUARDRAIL 350 FLARED TERMINAL | | |
0810 607.24 102.000 M | 14.00000 1428.00| 15.00000 1530.00| 15.00000 1530.00
REMOVE AND RESET FENCE | | |
0820 609.247 4.000 EA | 200.00000 800.00| 200.00000 800.00| 300.00000 1200.00
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0830 609.31 3460.000 M | 18.00000 62280.00| 24.00000 83040.00| 21.75000 75255.00
CURB TYPE 3 | | |
0840 610.08 740.000 M3 | 60.00000 44400.00| 42.00000 31080.00| 60.00000 44400.00
PLAIN RIPRAP | | |
0850 610.16 1150.000 M3 | 65.00000 74750.00| 35.00000 40250.00| 75.00000 86250.00
HEAVY RIPRAP | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 6
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 610.18 8.000 M3 | 57.00000 456.00| 30.00000 240.00| 75.00000 600.00
STONE DITCH PROTECTION | | |
0870 612.06 1150.000 M2 | 8.60000 9890.00| 4.00000 4600.00| 3.50000 4025.00
BITUMINOUS SEALING - BLACK | | |
0880 613.319 983.000 M2 | 2.85000 2801.55| 1.25000 1228.75| 1.00000 983.00
EROSION CONTROL BLANKET | | |
0890 613.339 95.000 M2 | 7.20000 684.00| 2.10000 199.50| 3.25000 308.75
PERMANENT EROSION CONTROL / TURF | | |
REINFORCEMENT MAT | | |
0900 615.07 3320.000 M3 | 35.00000 116200.00| 23.50000 78020.00| 37.50000 124500.00
LOAM | | |
0910 618.1301 335.000 UN | 20.00000 6700.00| 19.00000 6365.00| 19.00000 6365.00
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0920 618.1401 390.000 UN | 15.00000 5850.00| 14.00000 5460.00| 14.00000 5460.00
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0930 618.1411 230.000 UN | 25.00000 5750.00| 24.50000 5635.00| 25.00000 5750.00
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0940 619.1201 955.000 UN | 7.00000 6685.00| 7.00000 6685.00| 7.00000 6685.00
MULCH - PLAN QUANTITY | | |
0950 620.56 550.000 M2 | 4.70000 2585.00| 2.10000 1155.00| 1.00000 550.00
DRAINAGE GEOTEXTILE | | |
0960 620.58 2930.000 M2 | 4.50000 13185.00| 2.10000 6153.00| 1.00000 2930.00
EROSION CONTROL GEOTEXTILE | | |
0970 621.037 20.000 EA | 160.00000 3200.00| 165.00000 3300.00| 175.00000 3500.00
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0980 621.80 LUMP| 3000.00000 3000.00| 2600.00000 2600.00| 5000.00000 5000.00
ESTABLISHMENT PERIOD | | |
0990 627.711 20200.000 M | 1.50000 30300.00| 0.40000 8080.00| 0.40000 8080.00
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1000 627.76 LUMP| 15000.00000 15000.00| 7800.00000 7800.00| 10000.00000 10000.00
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1010 629.05 40.000 HR | 25.00000 1000.00| 25.00000 1000.00| 45.00000 1800.00
HAND LABOR, STRAIGHT TIME | | |
1020 631.111 20.000 HR | 97.00000 1940.00| 250.00000 5000.00| 250.00000 5000.00
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
1030 631.12 60.000 HR | 95.00000 5700.00| 100.00000 6000.00| 135.00000 8100.00
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 7
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 631.172 60.000 HR | 47.00000 2820.00| 100.00000 6000.00| 65.00000 3900.00
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1050 631.18 20.000 HR | 40.00000 800.00| 50.00000 1000.00| 65.00000 1300.00
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1060 631.20 20.000 HR | 110.00000 2200.00| 100.00000 2000.00| 225.00000 4500.00
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1070 631.32 10.000 HR | 150.00000 1500.00| 200.00000 2000.00| 300.00000 3000.00
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1080 637.071 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 25000.00000 25000.00
DUST CONTROL | | |
1090 639.18 1.000 EA | 14000.00000 14000.00| 40000.00000 40000.00| 17500.00000 17500.00
FIELD OFFICE TYPE A | | |
1100 639.21 LUMP| 4200.00000 4200.00| 23000.00000 23000.00| 4000.00000 4000.00
TESTING FACILITIES SOILS | | |
1110 643.72 LUMP| 28000.00000 28000.00| 30000.00000 30000.00| 30000.00000 30000.00
TEMPORARY TRAFFIC SIGNAL | | |
1120 652.31 40.000 EA | 52.00000 2080.00| 90.00000 3600.00| 52.50000 2100.00
TYPE I BARRICADE | | |
1130 652.311 10.000 EA | 58.00000 580.00| 110.00000 1100.00| 135.00000 1350.00
TYPE II BARRICADE | | |
1140 652.33 180.000 EA | 49.00000 8820.00| 50.00000 9000.00| 57.75000 10395.00
DRUM | | |
1150 652.34 180.000 EA | 20.00000 3600.00| 20.00000 3600.00| 15.75000 2835.00
CONE | | |
1160 652.35 100.000 M2 | 90.00000 9000.00| 125.00000 12500.00| 10.00000 1000.00
CONSTRUCTION SIGNS | | |
1170 652.361 260.000 LS | 10000.00000 10000.00| 200000.00000 200000.00| 200000.00000 200000.00
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1180 652.38 6000.000 HR | 16.00000 96000.00| 14.00000 84000.00| 13.50000 81000.00
FLAGGER | | |
1190 653.22 110.000 M2 | 20.00000 2200.00| 22.00000 2420.00| 15.00000 1650.00
50 MM POLYSTYRENE PLASTIC INSULATION | | |
1200 656.75 LUMP| 30000.00000 30000.00| 120000.00000 120000.00| 50000.00000 50000.00
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1210 657.24 410.000 UN | 10.00000 4100.00| 11.00000 4510.00| 10.00000 4100.00
SEEDING PITS | | |
1220 658.20 156.000 M2 | 20.00000 3120.00| 9.00000 1404.00| 8.50000 1326.00
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1230 659.10 LUMP| 600000.00000 600000.00| 497166.75000 497166.75| 750000.00000 750000.00
MOBILIZATION | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 8
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 1 ) 001094 |( 2 ) 000036 |( 3 ) 000059
|K & K EXCAVATION, INC. |H E SARGENT, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 660.21 1000.000 HR | 3.00000 3000.00| 1.00000 1000.00| 1.00000 1000.00
ON-THE-JOB TRAINING (BID) | | |
1250 823.011 5.000 EA | 300.00000 1500.00| 1500.00000 7500.00| 175.00000 875.00
GATE VALVE BOX, INSTALL ONLY | | |
1260 823.332 20.000 EA | 125.00000 2500.00| 1500.00000 30000.00| 100.00000 2000.00
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 6,635,780.55| $ 6,673,950.00| $ 6,966,342.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 6,635,780.55| $ 6,673,950.00| $ 6,966,342.90
====================================================================================================================================
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 9
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 HIGHWAY / BRIDGE ITEMS
| | |
0010 201.11 3.500 HA | 35000.00000 122500.00| |
CLEARING | | |
0020 201.23 46.000 EA | 250.00000 11500.00| |
REMOVING SINGLE TREE TOP ONLY | | |
0030 201.24 40.000 EA | 250.00000 10000.00| |
REMOVING STUMP | | |
0040 202.08 LUMP| 7500.00000 7500.00| |
REMOVING BUILDING NO.: 1 | | |
0050 202.08 LUMP| 5000.00000 5000.00| |
REMOVING BUILDING NO.: 2 | | |
0060 202.12 5.000 M3 | 550.00000 2750.00| |
REMOVING EXISTING STRUCTURAL CONCRETE | | |
0070 202.19 1.000 LS | 250000.00000 250000.00| |
REMOVING EXISTING BRIDGE | | |
0080 202.202 17200.000 M2 | 2.00000 34400.00| |
REMOVING PAVEMENT SURFACE | | |
0090 202.203 2260.000 M2 | 2.00000 4520.00| |
PAVEMENT BUTT JOINTS | | |
0100 203.20 62100.000 M3 | 12.70000 788670.00| |
COMMON EXCAVATION | | |
0110 203.21 1810.000 M3 | 50.00000 90500.00| |
ROCK EXCAVATION | | |
0120 203.242 3050.000 M3 | 12.00000 36600.00| |
DIRTY BORROW | | |
0130 203.25 2780.000 M3 | 24.00000 66720.00| |
GRANULAR BORROW | | |
0140 206.061 165.000 M3 | 24.00000 3960.00| |
STRUCTURAL EARTH EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES, BELOW GRADE | | |
0150 206.07 425.000 M3 | 100.00000 42500.00| |
STRUCTURAL ROCK EXCAVATION - DRAINAGE | | |
AND MINOR STRUCTURES | | |
0160 206.082 1424.000 M3 | 28.00000 39872.00| |
STRUCTURAL EARTH EXCAVATION - MAJOR | | |
STRUCTURES | | |
0170 304.10 59800.000 M3 | 20.00000 1196000.00| |
AGGREGATE SUBBASE COURSE - GRAVEL | | |
0180 403.207 14740.000 MG | 44.50000 655930.00| |
HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 10
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 403.208 6690.000 MG | 47.60000 318444.00| |
HOT MIX ASPHALT 12.5 MM, SURFACE | | |
0200 403.209 840.000 MG | 105.00000 88200.00| |
HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES | | |
INCIDENTAL ) | | |
0210 403.211 210.000 MG | 70.50000 14805.00| |
HOT MIX ASPHALT (SHIM) | | |
0220 403.213 7650.000 MG | 47.50000 363375.00| |
HOT MIX ASPHALT 12.5 MM, BASE | | |
0230 409.15 10500.000 L | 1.50000 15750.00| |
BITUMINOUS TACK COAT APPLIED | | |
0240 411.09 240.000 M3 | 30.00000 7200.00| |
UNTREATED AGGREGATE SURFACE COURSE | | |
0250 502.21 303.000 M3 | 600.00000 181800.00| |
STRUCTURAL CONCRETE, ABUTMENTS AND | | |
RETAINING WALLS | | |
0260 502.261 19.000 LS | 40000.00000 40000.00| |
SRRUCTURAL CONCRETE ROADWAY & SIDEWALK | | |
SLAB ON CONCRETE BRIDGES | | |
0270 502.31 22.000 LS | 12000.00000 12000.00| |
STRUCTURAL CONCRETE APPROACH SLABS | | |
0280 502.36 1.000 LS | 6000.00000 6000.00| |
STRUCTURAL CONCRETE, EXISTING STRUCTURE | | |
MODIFICATION | | |
0290 502.49 23.000 LS | 30000.00000 30000.00| |
STRUCTURAL CONCRETE CURBS AND SIDEWALKS | | |
0300 502.56 170.000 M3 | 350.00000 59500.00| |
CONCRETE FILL | | |
0310 503.12 18400.000 KG | 1.50000 27600.00| |
REINFORCING STEEL, FABRICATED AND | | |
DELIVERED | | |
0320 503.13 18400.000 KG | 0.60000 11040.00| |
REINFORCING STEEL, PLACING | | |
0330 504.069 2.000 EA | 175.00000 350.00| |
CONCRETE PIPE TIES | | |
0340 508.13 224.000 LS | 8000.00000 8000.00| |
MEMBRANE WATERPROOFING | | |
0350 510.10 LUMP| 175000.00000 175000.00| |
SPECIAL DETOUR_____(M) ROADWAY WIDTH | | |
VEHICULAR & PEDESTRIAN TRAFFIC NOT | | |
SEPARATED | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 11
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 511.07 LUMP| 5000.00000 5000.00| |
COFFERDAM: | | |
0370 512.081 68.000 LS | 7500.00000 7500.00| |
FRENCH DRAINS | | |
0380 514.06 2.000 EA | 500.00000 1000.00| |
CURING BOX FOR CONCRETE CYLINDERS | | |
0390 515.21 47.000 LS | 1200.00000 1200.00| |
PROTECTIVE COATING FOR CONCRETE SURFACE | | |
0400 525.26 14.000 M2 | 500.00000 7000.00| |
REPOINTING GRANITE MASONRY | | |
0410 526.301 165.000 LS | 15000.00000 15000.00| |
TEMPORARY CONCRETE BARRIER TYPE I | | |
0420 534.70 1.000 LS | 190000.00000 190000.00| |
PRECAST STRUCTURAL CONCRETE ARCH | | |
0430 601.22 130.000 M3 | 200.00000 26000.00| |
GABIONS, PVC COATED | | |
0440 603.159 277.000 M | 125.00000 34625.00| |
300 MM CULVERT PIPE OPTION III | | |
0450 603.16 250.000 M | 90.00000 22500.00| |
375 MM CULVERT PIPE OPTION I | | |
0460 603.169 51.000 M | 130.00000 6630.00| |
375 MM CULVERT PIPE OPTION III | | |
0470 603.17 41.000 M | 100.00000 4100.00| |
450 MM CULVERT PIPE OPTION I | | |
0480 603.175 42.000 M | 140.00000 5880.00| |
450 MM RCP CLASS III | | |
0490 603.1752 32.000 M | 160.00000 5120.00| |
450 MM RCP CLASS IV | | |
0500 603.179 424.000 M | 140.00000 59360.00| |
450 MM CULVERT PIPE OPTION III | | |
0510 603.199 122.000 M | 190.00000 23180.00| |
600 MM CULVERT PIPE OPTION III | | |
0520 603.215 39.000 M | 325.00000 12675.00| |
900 MM REINFORCED CONCRETE PIPE CLASS | | |
III | | |
0530 603.76 4.000 EA | 375.00000 1500.00| |
300 MM INLET GRATE UNIT | | |
0540 603.77 4.000 EA | 400.00000 1600.00| |
375 MM INLET GRATE UNIT | | |
0550 603.78 5.000 EA | 425.00000 2125.00| |
450 MM INLET GRATE UNIT | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 12
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 603.80 1.000 EA | 600.00000 600.00| |
600 MM INLET GRATE UNIT | | |
0570 604.092 28.000 EA | 2400.00000 67200.00| |
CATCH BASIN TYPE B1-C | | |
0580 604.15 6.000 EA | 2600.00000 15600.00| |
MANHOLE | | |
0590 604.243 1.000 EA | 1500.00000 1500.00| |
CATCH BASIN TYPE F3-C | | |
0600 604.245 2.000 EA | 1500.00000 3000.00| |
CATCH BASIN TYPE F4-C | | |
0610 604.247 2.000 EA | 1500.00000 3000.00| |
CATCH BASIN TYPE F5-C | | |
0620 604.249 2.000 EA | 1500.00000 3000.00| |
CATCH BASIN TYPE F6-C | | |
0630 604.262 8.000 EA | 2400.00000 19200.00| |
CATCH BASIN TYPE B5-C | | |
0640 605.09 1800.000 M | 70.00000 126000.00| |
150 MM UNDERDRAIN TYPE B | | |
0650 605.10 24.000 M | 70.00000 1680.00| |
150 MM UNDERDRAIN OUTLET | | |
0660 605.11 772.000 M | 92.00000 71024.00| |
300 MM UNDERDRAIN TYPE C | | |
0670 605.12 178.000 M | 100.00000 17800.00| |
375 MM UNDERDRAIN TYPE C | | |
0680 605.13 188.000 M | 110.00000 20680.00| |
450 MM UNDERDRAIN TYPE C | | |
0690 606.15 1277.000 M | 50.00000 63850.00| |
GUARDRAIL TYPE 3A - SINGLE RAIL | | |
0700 606.151 578.000 M | 52.00000 30056.00| |
GUARDRAIL TYPE 3AA - SINGLE RAIL | | |
0710 606.191 8.000 M | 66.00000 528.00| |
GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND | | |
LESS | | |
0720 606.20 96.000 M | 66.00000 6336.00| |
GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS | | |
0730 606.201 89.000 M | 66.00000 5874.00| |
GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS | | |
0740 606.258 14.000 EA | 1400.00000 19600.00| |
CABLE RELEASING TERMINAL ANCHORAGE | | |
ASSEMBLY | | |
0750 606.265 2.000 EA | 55.00000 110.00| |
TERMINAL END - SINGLE RAIL - GALVANIZED | | |
STEEL | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 13
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 606.266 2.000 EA | 110.00000 220.00| |
TERMINAL END - SINGLE RAIL - CORROSION | | |
RESISTANT STEEL | | |
0770 606.35 42.000 EA | 25.00000 1050.00| |
GUARDRAIL DELINEATOR POST | | |
0780 606.47 29.000 EA | 15.00000 435.00| |
SINGLE WOOD POST | | |
0790 606.74 31.000 M | 164.00000 5084.00| |
GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE | | |
MOUNTED | | |
0800 606.79 14.000 EA | 1375.00000 19250.00| |
GUARDRAIL 350 FLARED TERMINAL | | |
0810 607.24 102.000 M | 14.00000 1428.00| |
REMOVE AND RESET FENCE | | |
0820 609.247 4.000 EA | 18.00000 72.00| |
TERMINAL CURB TYPE 2 - 2.1 METER | | |
0830 609.31 3460.000 M | 21.75000 75255.00| |
CURB TYPE 3 | | |
0840 610.08 740.000 M3 | 50.00000 37000.00| |
PLAIN RIPRAP | | |
0850 610.16 1150.000 M3 | 60.00000 69000.00| |
HEAVY RIPRAP | | |
0860 610.18 8.000 M3 | 45.00000 360.00| |
STONE DITCH PROTECTION | | |
0870 612.06 1150.000 M2 | 4.00000 4600.00| |
BITUMINOUS SEALING - BLACK | | |
0880 613.319 983.000 M2 | 2.00000 1966.00| |
EROSION CONTROL BLANKET | | |
0890 613.339 95.000 M2 | 6.00000 570.00| |
PERMANENT EROSION CONTROL / TURF | | |
REINFORCEMENT MAT | | |
0900 615.07 3320.000 M3 | 16.00000 53120.00| |
LOAM | | |
0910 618.1301 335.000 UN | 19.00000 6365.00| |
SEEDING METHOD NUMBER 1 - PLAN QUANTITY | | |
0920 618.1401 390.000 UN | 14.00000 5460.00| |
SEEDING METHOD NUMBER 2 - PLAN QUANTITY | | |
0930 618.1411 230.000 UN | 25.00000 5750.00| |
SEEDING METHOD NUMBER 3 - PLAN QUANTITY | | |
0940 619.1201 955.000 UN | 7.00000 6685.00| |
MULCH - PLAN QUANTITY | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 14
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 620.56 550.000 M2 | 1.25000 687.50| |
DRAINAGE GEOTEXTILE | | |
0960 620.58 2930.000 M2 | 1.50000 4395.00| |
EROSION CONTROL GEOTEXTILE | | |
0970 621.037 20.000 EA | 160.00000 3200.00| |
EVERGREEN TREES (1500 MM - 1800 MM) | | |
GROUP A | | |
0980 621.80 LUMP| 2600.00000 2600.00| |
ESTABLISHMENT PERIOD | | |
0990 627.711 20200.000 M | 0.50000 10100.00| |
WHITE OR YELLOW PAINTED PAVEMENT | | |
MARKING LINE (PLAN QUANTITY ) | | |
1000 627.76 LUMP| 8250.00000 8250.00| |
TEMPORARY PAVEMENT MARKING LINE, WHITE | | |
OR YELLOW | | |
1010 629.05 40.000 HR | 24.00000 960.00| |
HAND LABOR, STRAIGHT TIME | | |
1020 631.111 20.000 HR | 175.00000 3500.00| |
TRACTOR MOUNTED HYDRAULIC HAMMER | | |
1030 631.12 60.000 HR | 100.00000 6000.00| |
ALL PURPOSE EXCAVATOR (INCLUDING | | |
OPERATOR) | | |
1040 631.172 60.000 HR | 48.00000 2880.00| |
TRUCK - LARGE (INCLUDING OPERATOR) | | |
1050 631.18 20.000 HR | 32.00000 640.00| |
CHAIN SAW RENTAL (INCLUDING OPERATOR) | | |
1060 631.20 20.000 HR | 90.00000 1800.00| |
STUMP CHIPPER (INCLUDING OPERATOR) | | |
1070 631.32 10.000 HR | 125.00000 1250.00| |
CULVERT CLEANER (INCLUDING OPERATOR) | | |
1080 637.071 LUMP| 150000.00000 150000.00| |
DUST CONTROL | | |
1090 639.18 1.000 EA | 25000.00000 25000.00| |
FIELD OFFICE TYPE A | | |
1100 639.21 LUMP| 7500.00000 7500.00| |
TESTING FACILITIES SOILS | | |
1110 643.72 LUMP| 30000.00000 30000.00| |
TEMPORARY TRAFFIC SIGNAL | | |
1120 652.31 40.000 EA | 75.00000 3000.00| |
TYPE I BARRICADE | | |
1130 652.311 10.000 EA | 100.00000 1000.00| |
TYPE II BARRICADE | | |
LETTING DATE : 06/16/04 MAINE DEPARTMENT OF TRANSPORTATION DATE : 06/16/04
PAGE : 15
COUNTIE(S): PISCATAQUIS TABULATION OF BIDS
CONTRACT ID : 009200.10
=========
====================================================================================================================================
|( 4 ) 000649 |( ) |( )
|SARGENT & SARGENT, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1140 652.33 180.000 EA | 75.00000 13500.00| |
DRUM | | |
1150 652.34 180.000 EA | 20.00000 3600.00| |
CONE | | |
1160 652.35 100.000 M2 | 120.00000 12000.00| |
CONSTRUCTION SIGNS | | |
1170 652.361 260.000 LS | 75000.00000 75000.00| |
MAINTENANCE OF TRAFFIC CONTROL DEVICES | | |
1180 652.38 6000.000 HR | 14.00000 84000.00| |
FLAGGER | | |
1190 653.22 110.000 M2 | 20.00000 2200.00| |
50 MM POLYSTYRENE PLASTIC INSULATION | | |
1200 656.75 LUMP| 125000.00000 125000.00| |
TEMPORARY SOIL EROSION AND WATER | | |
POLLUTION CONTROL | | |
1210 657.24 410.000 UN | 10.00000 4100.00| |
SEEDING PITS | | |
1220 658.20 156.000 M2 | 9.00000 1404.00| |
ACRYLIC LATEX COLOR FINISH, GREEN | | |
1230 659.10 LUMP| 724300.00000 724300.00| |
MOBILIZATION | | |
1240 660.21 1000.000 HR | 2.00000 2000.00| |
ON-THE-JOB TRAINING (BID) | | |
1250 823.011 5.000 EA | 175.00000 875.00| |
GATE VALVE BOX, INSTALL ONLY | | |
1260 823.332 20.000 EA | 125.00000 2500.00| |
GATE VALVE BOX, ADJUST TO GRADE | | |
SECTION TOTALS | $ 7,243,530.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 7,243,530.50| $ 0.00| $
====================================================================================================================================