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bd59ba4cfc1e7635a3131d450d941644a4384566.xls 04/27/2011 07:02:14 file:////home/vdimitrov/31558/bd59ba4cfc1e7635a3131d450d941644a4384566.xls No. 7 Line MTA Contract C-26503 Additional Work at Site L Bid Items BI Description Qty Units Subdiv Parent 100000 Mob/Prep Work 1 LS Y 110000 Set-up Temporary Utility Services 1 LS N 100000 120000 Site Work 1 LS N 100000 130000 Mobilize Equipment to Site 1 LS N 100000 140000 Demobililze 1 LS N 100000 150000 - - - - - - - - - - - - - - - - - - - - N 200000 L1 Shaft/Adit Excavation 1 LS Y 210000 L1 Shaft Excavation 1 LS Y 200000 211000 L1 Shaft Common Excavation 1 LS N 210000 212000 L1 Shaft Rock Excavation 1 LS N 210000 220000 L1 Adit Excavation 1 LS Y 200000 221000 L1 Adit Top Heading Excav 1 LS N 220000 222000 L1 Adit Bench Excav 1 LS N 220000 223000 L1 Main Tunnel Excav/Demo 1 LS Y 200000 223100 L1 Main Tunnel Bracing/Supt 1 LS N 223000 223200 L1 Main Tunnel Excav/Demo 1 LS N 223000 230000 L1 Mud Slabs 1 LS Y 200000 231000 L1 Mud Slabs - All 1 LS N 230000 240000 L1 Service Crews - Excavation 1 LS Y 200000 241000 L1 Svc Crew - Shaft 1 LS N 240000 242000 L1 Svc Crew - Main Tunnel 1 LS N 240000 250000 - - - - - - - - - - - - - - - - - - - - N 300000 L2 Shaft/Adit Excavation 1 LS Y 310000 L2 Shaft Excavation 1 LS Y 300000 311000 L2 Shaft Common Excavation 1 LS N 310000 312000 L2 Shaft Rock Excavation 1 LS N 310000 320000 L2 Adit Excavation 1 LS Y 300000 321000 L2 Adit Top Heading Excav 1 LS N 320000 322000 L2 Adit Bench Excav 1 LS N 320000 323000 L2 Main Tunnel Excav/Demo 1 LS Y 300000 323100 L2 Main Tunnel Bracing/Supt 1 LS N 323000 323200 L2 Main Tunnel Excav/Demo 1 LS N 323000 330000 L2 Mud Slabs 1 LS Y 300000 331000 L2 Mud Slabs - All 1 LS N 330000 340000 L2 Service Crews - Excavation 1 LS Y 300000 341000 L2 Svc Crew - Shaft 1 LS N 340000 342000 L2 Svc Crew - Main Tunnel 1 LS N 340000 350000 - - - - - - - - - - - - - - - - - - - - N 400000 L1 Shaft/Adit Concrete Lining 1 LS Y 410000 L1 Waterproofing 1 LS N 400000 420000 L1 Rebar 1 LS N 400000 430000 L1 Concrete Lining 1 LS N 400000 440000 L1 Svc Crews - Lining 1 LS Y 400000 441000 L1 Svc Crew - Shaft 1 LS N 440000 442000 L1 Svc Crew - Main Tunnel 1 LS N 440000 450000 - - - - - - - - - - - - - - - - - - - - N 500000 L1 Shaft/Adit Concrete Lining 1 LS Y 510000 L1 Waterproofing 1 LS N 500000 520000 L1 Rebar 1 LS N 500000 530000 L1 Concrete Lining 1 LS N 500000 540000 L1 Svc Crews - Lining 1 LS Y 500000 541000 L1 Svc Crew - Shaft 1 LS N 540000 542000 L1 Svc Crew - Main Tunnel 1 LS N 540000 550000 - - - - - - - - - - - - - - - - - - - - N
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bd59ba4cfc1e7635a3131d450d941644a4384566.xls 04/27/2011 07:02:14 file:////home/vdimitrov/31558/bd59ba4cfc1e7635a3131d450d941644a4384566.xls No. 7 Line MTA Contract C-26503 Additional Work at Site L - Lower Alignment Bid Items Cost Spread Spread DT Labor Subtotal Spread Total BI Description Qty Units Manhours Labor Supplies Equipment PM's Subs Total Dur (shift) Supv Allowance Esc Mark-up Amount 100000 Mob/Prep Work 110000 Set-up Temporary Utility Services
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This note was uploaded on 04/26/2011 for the course TM 811 taught by Professor Charlie during the Spring '11 term at NYU Poly.

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