General Info Number: PROJECT NO Description: REPAIRS AND RESURFACING INTERCHANGE 209 MILEPOST TRUMBULL COUNTY, OHIO

Transcription

1 General Info Number: PROJECT NO Description: REPAIRS AND RESURFACING INTERCHANGE 209 MILEPOST TRUMBULL COUNTY, OHIO Deadline: April 25, 2018 at 2:00 P.M. (Eastern) (Estimated Cost: $3,100,000.00) Bids Business Bid Total The Shelly Company - Northeast Division $2,143, Chagrin Valley Paving, Inc. $2,470, Shelly & Sands, Inc. $2,532,153.64

2 THE SHELLY COMPANY - NORTHEAST DIVISION PROJECT NO (Ref. Nos. 1-71) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND 1.00 LUMP $7, $7, AND PAYMENT BOND 2 SP 113 SWP3 MANAGEMENT 1.00 LUMP $5, $5, GUARDRAIL REMOVED 4, FOOT $1.80 $8, CONCRETE MEDIAN CURB REMOVED, AS PER FOOT $10.00 $3, CURB REMOVED, AS PER FOOT $10.00 $ PORTIONS OF STRUCTURE REMOVED, AS PER 8.00 EACH $7, $60, SP 202B CRACK REPAIR, 1" OR LESS, USING SAND CU.YD. $ $2, ASPHALT 8 SP 202B CRACK REPAIR, 1" OR LESS, USING HOT JOINT 1, GALLON $10.00 $10, SEALER 9 SP 202B CRACK REPAIR, WIDER THAN 1" AND LESS THAN CU.YD. $ $2, " IN DEPTH, USING ITEM SP 404 (PG 64-22) 10 SP 202B CRACK REPAIR, WIDER THAN 1" AND GREATER CU.YD. $ $2, THAN 1" IN DEPTH, USING SP 402 (PG 64-22) 11 SP 202B 3 CORNER CRACK REPAIR, USING ITEM SP CU.YD. $ $2, (PG 64-22) 12 SP 202B REPAIR EXISTING EXPANSION JOINT, USING ITEM CU. YD. $ $2, SP 404 (PG 64-22) EMBANKMENT CU.YD. $11.00 $5, EXCAVATION CU.YD. $30.00 $26, GRANULAR MATERIAL, TYPE D CU. YD. $55.00 $12, EXCAVATION OF SUBGRADE CU.YD. $30.00 $19, SUBGRADE COMPACTION 5, SQ.YD. $0.40 $2, PAVEMENT ING, ASPHALT CONCRETE (T=2") 5, SQ.YD. $4.00 $21, PAVEMENT ING, ASPHALT CONCRETE (T=3") 34, SQ.YD. $1.55 $52,700.00

3 PAVEMENT ING, PORTLAND CEMENT SQ.YD. $35.00 $2, CONCRETE, AS PER 21 SP 302 ASPHALT CONCRETE BASE, PG , CU.YD. $ $113, SP 304 AGGREGATE BASE 1, CU.YD. $55.00 $61, SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, CU.YD. $ $81, USING CRUSHED STONE, PG SP 404 ASPHALT CONCRETE SURFACE COURSE, USING CU.YD. $ $42, CRUSHED STONE, PG SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, 1, CU.YD. $ $241, USING CRUSHED STONE, PG 76-22(FR) 26 SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 1, CU.YD. $ $243, CRUSHED SLAG, PG 76-22(FR) 27 SP 404A JOINT SEALER FOOT $6.00 $3, NON-TRACKING TACK COAT 5, GALLON $2.95 $17, SP 605 AGGREGATE DRAINS, TYPE I FOOT $5.00 $4, SP 605 AGGREGATE DRAINS, TYPE II, WITH FABRIC FOOT $8.00 $3, WRAP GUARDRAIL, TYPE MGS, USING LONG STEEL 4, FOOT $21.20 $103, POSTS ANCHOR ASSEMBLY, MGS TYPE E, AS PER 9.00 FOOT $2, $22, ANCHOR ASSEMBLY, MGS TYPE T, USING LONG EACH $ $11, STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $2, $9, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ $2, IMPACT ATTENUATOR, TYPE EACH $23, $47, (UNIDIRECTIONAL), AS PER GUARDRAIL, TYPE MGS, LONG SPAN, USING FOOT $35.20 $ LONG STEEL POSTS CONCRETE CURB, TYPE 2-A, AS PER FOOT $28.00 $2, CONCRETE MEDIAN, AS PER 2, FOOT $41.25 $111, SP 611 CATCH BASIN, ADJUSTED TO GRADE, AS PER EACH $1, $19, SP 611 CATCH BASIN, GRATE AND CASTING, AS PER EACH $ $5,900.00

4 42 SP 614 MAINTAINING TRAFFIC, AS PER 1.00 LUMP $246, $246, SP 614 ZONE PERSON 2, HOURS $70.00 $188, SP 614C REMOVAL OF PAVEMENT MARKING 4.60 MILE $3, $16, ASPHALT CONCRETE FOR MAINTAINING CU.YD. $ $12, TRAFFIC, AS PER WORK ZONE EDGE LINE, CLASS 1, TYPE MILE $2, $10, WORK ZONE STOP LINE, CLASS 1, , TYPE FOOT $3.90 $ SHOULDER PREPARATION 5, SQ.YD. $0.50 $2, COMPACTED AGGREGATE CU.YD. $80.00 $34, WATER 5.00 M. GAL. $1.00 $ FIELD OFFICE, AS PER 1.00 LUMP $10, $10, RAISED PAVEMENT MARKERS REMOVED EACH $4.50 $ SP 621 RAISED PAVEMENT MARKERS EACH $41.85 $4, SP 622 PORTABLE BARRIER 1, FOOT $20.00 $20, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $6, $6, MOBILIZATION 1.00 LUMP $100, $100, SP 626 BARRIER REFLECTOR, TYPE A (WHITE) EACH $10.00 $1, SP 626 BARRIER REFLECTOR, TYPE B (WHITE) EACH $10.00 $1, SP 627 STONE SHOULDER PROTECTION CU.YD. $75.00 $13, REMOVAL OF GROUND MOUNTED SIGN AND 1.00 EACH $ $ REERECTION REMOVAL OF GROUND MOUNTED BEAM 2.00 EACH $ $ SUPPORT AND STORAGE GROUND MOUNTED STRUCTURAL BEAM 2.00 EACH $1, $2, SUPPORT FOUNDATION REERECTION OF GROUND MOUNTED 2.00 EACH $ $1, STRUCTURAL BEAM SUPPORT " WHITE EDGE LINE, TYPE MILE $1, $2, " YELLOW EDGE LINE, TYPE MILE $1, $2, " WHITE CHANNELIZING LINE, TYPE 1 2, FOOT $0.75 $1, SEEDING AND MULCHING, CLASS 2 2, SQ.YD. $2.15 $4, WATER MGAL $1.00 $ SPECIAL SNAP MILL AND FILL 0.40 MILE $50, $20, SPECIAL SONIC NAP ALERT PATTERN (SNAP) 0.40 MILE $19, $7,800.00

5 71 SPECIAL PATCHING CONCRETE BRIDGE DECKS, TYPE B SQ.YD. $ $32, Total: $2,143, TEMPORARY ACCESS DEDUCT ALTERNATE CREDIT Name Include In Total? Response TEMPORARY ACCESS DEDUCT ALTERNATE >> A Temporary Access Deduct Alternate Proposal is included in the Bid Submittal:*: No

6 CHAGRIN VALLEY PAVING, INC. PROJECT NO (Ref. Nos. 1-71) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND 1.00 LUMP $20, $20, AND PAYMENT BOND 2 SP 113 SWP3 MANAGEMENT 1.00 LUMP $10, $10, GUARDRAIL REMOVED 4, FOOT $1.80 $8, CONCRETE MEDIAN CURB REMOVED, AS PER FOOT $20.00 $6, CURB REMOVED, AS PER FOOT $10.00 $ PORTIONS OF STRUCTURE REMOVED, AS PER 8.00 EACH $7, $60, SP 202B CRACK REPAIR, 1" OR LESS, USING SAND CU.YD. $ $2, ASPHALT 8 SP 202B CRACK REPAIR, 1" OR LESS, USING HOT JOINT 1, GALLON $10.00 $10, SEALER 9 SP 202B CRACK REPAIR, WIDER THAN 1" AND LESS THAN CU.YD. $ $2, " IN DEPTH, USING ITEM SP 404 (PG 64-22) 10 SP 202B CRACK REPAIR, WIDER THAN 1" AND GREATER CU.YD. $ $2, THAN 1" IN DEPTH, USING SP 402 (PG 64-22) 11 SP 202B 3 CORNER CRACK REPAIR, USING ITEM SP CU.YD. $ $5, (PG 64-22) 12 SP 202B REPAIR EXISTING EXPANSION JOINT, USING ITEM CU. YD. $ $5, SP 404 (PG 64-22) EMBANKMENT CU.YD. $35.00 $16, EXCAVATION CU.YD. $35.00 $30, GRANULAR MATERIAL, TYPE D CU. YD. $75.00 $16, EXCAVATION OF SUBGRADE CU.YD. $35.00 $23, SUBGRADE COMPACTION 5, SQ.YD. $1.00 $5, PAVEMENT ING, ASPHALT CONCRETE (T=2") 5, SQ.YD. $3.50 $18, PAVEMENT ING, ASPHALT CONCRETE (T=3") 34, SQ.YD. $3.20 $108,800.00

7 PAVEMENT ING, PORTLAND CEMENT SQ.YD. $30.00 $2, CONCRETE, AS PER 21 SP 302 ASPHALT CONCRETE BASE, PG , CU.YD. $90.00 $102, SP 304 AGGREGATE BASE 1, CU.YD. $40.00 $44, SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, CU.YD. $ $75, USING CRUSHED STONE, PG SP 404 ASPHALT CONCRETE SURFACE COURSE, USING CU.YD. $ $55, CRUSHED STONE, PG SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, 1, CU.YD. $ $216, USING CRUSHED STONE, PG 76-22(FR) 26 SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 1, CU.YD. $ $225, CRUSHED SLAG, PG 76-22(FR) 27 SP 404A JOINT SEALER FOOT $5.00 $2, NON-TRACKING TACK COAT 5, GALLON $2.00 $11, SP 605 AGGREGATE DRAINS, TYPE I FOOT $10.00 $8, SP 605 AGGREGATE DRAINS, TYPE II, WITH FABRIC FOOT $11.00 $4, WRAP GUARDRAIL, TYPE MGS, USING LONG STEEL 4, FOOT $21.20 $103, POSTS ANCHOR ASSEMBLY, MGS TYPE E, AS PER 9.00 FOOT $2, $22, ANCHOR ASSEMBLY, MGS TYPE T, USING LONG EACH $ $11, STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $2, $9, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ $2, IMPACT ATTENUATOR, TYPE EACH $23, $47, (UNIDIRECTIONAL), AS PER GUARDRAIL, TYPE MGS, LONG SPAN, USING FOOT $35.20 $ LONG STEEL POSTS CONCRETE CURB, TYPE 2-A, AS PER FOOT $37.00 $3, CONCRETE MEDIAN, AS PER 2, FOOT $41.25 $111, SP 611 CATCH BASIN, ADJUSTED TO GRADE, AS PER EACH $1, $25, SP 611 CATCH BASIN, GRATE AND CASTING, AS PER EACH $ $5,000.00

8 42 SP 614 MAINTAINING TRAFFIC, AS PER 1.00 LUMP $350, $350, SP 614 ZONE PERSON 2, HOURS $52.00 $139, SP 614C REMOVAL OF PAVEMENT MARKING 4.60 MILE $3, $16, ASPHALT CONCRETE FOR MAINTAINING CU.YD. $ $20, TRAFFIC, AS PER WORK ZONE EDGE LINE, CLASS 1, TYPE MILE $2, $10, WORK ZONE STOP LINE, CLASS 1, , TYPE FOOT $5.50 $ SHOULDER PREPARATION 5, SQ.YD. $2.00 $10, COMPACTED AGGREGATE CU.YD. $ $43, WATER 5.00 M. GAL. $10.00 $ FIELD OFFICE, AS PER 1.00 LUMP $12, $12, RAISED PAVEMENT MARKERS REMOVED EACH $1.00 $ SP 621 RAISED PAVEMENT MARKERS EACH $41.85 $4, SP 622 PORTABLE BARRIER 1, FOOT $50.00 $50, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $2, $2, MOBILIZATION 1.00 LUMP $267, $267, SP 626 BARRIER REFLECTOR, TYPE A (WHITE) EACH $6.50 $ SP 626 BARRIER REFLECTOR, TYPE B (WHITE) EACH $6.50 $ SP 627 STONE SHOULDER PROTECTION CU.YD. $15.00 $2, REMOVAL OF GROUND MOUNTED SIGN AND 1.00 EACH $ $ REERECTION REMOVAL OF GROUND MOUNTED BEAM 2.00 EACH $ $ SUPPORT AND STORAGE GROUND MOUNTED STRUCTURAL BEAM 2.00 EACH $1, $2, SUPPORT FOUNDATION REERECTION OF GROUND MOUNTED 2.00 EACH $ $1, STRUCTURAL BEAM SUPPORT " WHITE EDGE LINE, TYPE MILE $5, $11, " YELLOW EDGE LINE, TYPE MILE $5, $11, " WHITE CHANNELIZING LINE, TYPE 1 2, FOOT $1.00 $2, SEEDING AND MULCHING, CLASS 2 2, SQ.YD. $3.00 $6, WATER MGAL $1.00 $ SPECIAL SNAP MILL AND FILL 0.40 MILE $50, $20, SPECIAL SONIC NAP ALERT PATTERN (SNAP) 0.40 MILE $15, $6,000.00

9 71 SPECIAL PATCHING CONCRETE BRIDGE DECKS, TYPE B SQ.YD. $ $32, Total: $2,470, TEMPORARY ACCESS DEDUCT ALTERNATE CREDIT Name Include In Response Total? No TEMPORARY ACCESS DEDUCT ALTERNATE >> A Temporary Access Deduct Alternate Proposal is included in the Bid Submittal:*:

10 SHELLY & SANDS, INC. PROJECT NO (Ref. Nos. 1-71) Ref. No. Item No. Description Quantity Units Unit Price Extension 1 IB. ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND 1.00 LUMP $8, $8, AND PAYMENT BOND 2 SP 113 SWP3 MANAGEMENT 1.00 LUMP $3, $3, GUARDRAIL REMOVED 4, FOOT $2.00 $9, CONCRETE MEDIAN CURB REMOVED, AS PER FOOT $8.00 $2, CURB REMOVED, AS PER FOOT $11.50 $1, PORTIONS OF STRUCTURE REMOVED, AS PER 8.00 EACH $8, $64, SP 202B CRACK REPAIR, 1" OR LESS, USING SAND CU.YD. $1, $12, ASPHALT 8 SP 202B CRACK REPAIR, 1" OR LESS, USING HOT JOINT 1, GALLON $16.00 $16, SEALER 9 SP 202B CRACK REPAIR, WIDER THAN 1" AND LESS THAN CU.YD. $1, $12, " IN DEPTH, USING ITEM SP 404 (PG 64-22) 10 SP 202B CRACK REPAIR, WIDER THAN 1" AND GREATER CU.YD. $1, $12, THAN 1" IN DEPTH, USING SP 402 (PG 64-22) 11 SP 202B 3 CORNER CRACK REPAIR, USING ITEM SP CU.YD. $1, $15, (PG 64-22) 12 SP 202B REPAIR EXISTING EXPANSION JOINT, USING ITEM CU. YD. $1, $19, SP 404 (PG 64-22) EMBANKMENT CU.YD. $14.00 $6, EXCAVATION CU.YD. $20.00 $17, GRANULAR MATERIAL, TYPE D CU. YD. $66.00 $14, EXCAVATION OF SUBGRADE CU.YD. $80.00 $52, SUBGRADE COMPACTION 5, SQ.YD. $0.75 $3, PAVEMENT ING, ASPHALT CONCRETE (T=2") 5, SQ.YD. $5.50 $29, PAVEMENT ING, ASPHALT CONCRETE (T=3") 34, SQ.YD. $4.50 $153,000.00

11 PAVEMENT ING, PORTLAND CEMENT SQ.YD. $22.00 $1, CONCRETE, AS PER 21 SP 302 ASPHALT CONCRETE BASE, PG , CU.YD. $ $113, SP 304 AGGREGATE BASE 1, CU.YD. $58.00 $64, SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, CU.YD. $ $85, USING CRUSHED STONE, PG SP 404 ASPHALT CONCRETE SURFACE COURSE, USING CU.YD. $ $62, CRUSHED STONE, PG SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE, 1, CU.YD. $ $274, USING CRUSHED STONE, PG 76-22(FR) 26 SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 1, CU.YD. $ $266, CRUSHED SLAG, PG 76-22(FR) 27 SP 404A JOINT SEALER FOOT $3.50 $1, NON-TRACKING TACK COAT 5, GALLON $3.00 $17, SP 605 AGGREGATE DRAINS, TYPE I FOOT $17.00 $13, SP 605 AGGREGATE DRAINS, TYPE II, WITH FABRIC FOOT $17.00 $7, WRAP GUARDRAIL, TYPE MGS, USING LONG STEEL 4, FOOT $22.00 $106, POSTS ANCHOR ASSEMBLY, MGS TYPE E, AS PER 9.00 FOOT $2, $24, ANCHOR ASSEMBLY, MGS TYPE T, USING LONG EACH $ $11, STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $2, $10, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ $2, IMPACT ATTENUATOR, TYPE EACH $25, $50, (UNIDIRECTIONAL), AS PER GUARDRAIL, TYPE MGS, LONG SPAN, USING FOOT $37.00 $ LONG STEEL POSTS CONCRETE CURB, TYPE 2-A, AS PER FOOT $30.00 $3, CONCRETE MEDIAN, AS PER 2, FOOT $22.00 $59, SP 611 CATCH BASIN, ADJUSTED TO GRADE, AS PER EACH $1, $30, SP 611 CATCH BASIN, GRATE AND CASTING, AS PER EACH $ $3,250.00

12 42 SP 614 MAINTAINING TRAFFIC, AS PER 1.00 LUMP $248, $248, SP 614 ZONE PERSON 2, HOURS $90.00 $241, SP 614C REMOVAL OF PAVEMENT MARKING 4.60 MILE $3, $17, ASPHALT CONCRETE FOR MAINTAINING CU.YD. $81.00 $8, TRAFFIC, AS PER WORK ZONE EDGE LINE, CLASS 1, TYPE MILE $2, $11, WORK ZONE STOP LINE, CLASS 1, , TYPE FOOT $4.00 $ SHOULDER PREPARATION 5, SQ.YD. $1.00 $5, COMPACTED AGGREGATE CU.YD. $84.00 $36, WATER 5.00 M. GAL. $82.00 $ FIELD OFFICE, AS PER 1.00 LUMP $14, $14, RAISED PAVEMENT MARKERS REMOVED EACH $5.00 $ SP 621 RAISED PAVEMENT MARKERS EACH $75.00 $7, SP 622 PORTABLE BARRIER 1, FOOT $25.00 $25, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $2, $2, MOBILIZATION 1.00 LUMP $140, $140, SP 626 BARRIER REFLECTOR, TYPE A (WHITE) EACH $7.00 $ SP 626 BARRIER REFLECTOR, TYPE B (WHITE) EACH $7.00 $ SP 627 STONE SHOULDER PROTECTION CU.YD. $ $27, REMOVAL OF GROUND MOUNTED SIGN AND 1.00 EACH $ $ REERECTION REMOVAL OF GROUND MOUNTED BEAM 2.00 EACH $ $ SUPPORT AND STORAGE GROUND MOUNTED STRUCTURAL BEAM 2.00 EACH $1, $2, SUPPORT FOUNDATION REERECTION OF GROUND MOUNTED 2.00 EACH $ $1, STRUCTURAL BEAM SUPPORT " WHITE EDGE LINE, TYPE MILE $1, $2, " YELLOW EDGE LINE, TYPE MILE $1, $2, " WHITE CHANNELIZING LINE, TYPE 1 2, FOOT $1.00 $2, SEEDING AND MULCHING, CLASS 2 2, SQ.YD. $2.00 $4, WATER MGAL $1.00 $ SPECIAL SNAP MILL AND FILL 0.40 MILE $50, $20, SPECIAL SONIC NAP ALERT PATTERN (SNAP) 0.40 MILE $14, $5,600.00

13 71 SPECIAL PATCHING CONCRETE BRIDGE DECKS, TYPE B SQ.YD. $ $35, Total: $2,532, TEMPORARY ACCESS DEDUCT ALTERNATE CREDIT Name Include In Response Total? TEMPORARY ACCESS DEDUCT ALTERNATE >> A Temporary Access Deduct Alternate Proposal is included in the Bid Submittal:*: No