COST_WORKSHEET-Repair_Fire_Alarm_System_Parking_Lot_3_Repairs.xls
XLS spreadsheet 49 KB Posted
- Solicitation number
- W15QKN-19-Q-1077
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sheet1
| HQ 99th READINESS DIVISION (DIV-R) - COST WORKSHEET | ||||||||
| MA004 CSS# 12698 | ||||||||
| REPAIR FIRE ALARM SYSTEM | ||||||||
| Barnes Building | ||||||||
| 495 Summer St | ||||||||
| Boston, MA 02210 | ||||||||
| Line Item Number (SOW) | Description | Quantity | Unit Measure | Labor | TOTAL | |||
| MATERIAL | City Cost Index | City Cost Index | ||||||
| 11.8.1. INTERIOR INSTALL AND SERVICE | ||||||||
| 11.8.1.1 | Conduit, electric metallic tubing (EMT), 3/4" diameter | 100.00 | LF | 139.1% | [$$]1.01 | |||
| Fire alarm communications conductors and cables, fire alamr FEP teflon, #18, 2 pair | 4.00 | CLF | 139.1% | [$$]1.01 | ||||
| Cabinets, wiring trough JIC, clamp cover, 6" x 6", 36" long | 2.00 | EA | 139.1% | [$$]1.01 | ||||
| 11.8.2. EXTERIOR DEMO | ||||||||
| Equipment mobilization, equipment hauled, on 50-ton towed capacity trailer | 4.00 | EA | 139.1% | [$$]1.01 | ||||
| 11.8.3.1a | Selective demolition - remove existing catch basin or manhole, masonry | 5.00 | EA | 139.1% | [$$]1.01 | |||
| 11.8.3.1b | Selective demolition, saw cutting, asphalt, up to 3" deep | 500.00 | LF | 139.1% | [$$]1.01 | |||
| Demolish, remove pavement and curb, bituminous driveways | 60.00 | SY | 139.1% | [$$]1.01 | ||||
| Excavating, trench, sand & gravel with no sheeting or dewatering included, 4' to 6' deep, 1/2 CY excavator | 115.00 | BCY | 139.1% | [$$]1.01 | ||||
| 11.8.3.1c | Electrical demolition, lighting, explosionproof, metal halide, 400 W | 8.00 | EA | 139.1% | [$$]1.01 | |||
| Lifting and hoisting equipment rental, crawler mounted, lattice boom, 100 toncapacity, 60' boom | 1.00 | WEEK | 139.1% | [$$]1.01 | ||||
| 11.8.3.1d | Selective demolition, saw cutting, asphalt, up to 3" deep | 100.00 | LF | 139.1% | [$$]1.01 | |||
| Demolish, remove pavement and curb, bituminous driveways | 12.00 | SY | 139.1% | [$$]1.01 | ||||
| Excavating, trench, sand & gravel with no sheeting or dewatering included, 4' to 6' deep, 1/2 CY excavator | 23.00 | BCY | 139.1% | [$$]1.01 | ||||
| Selective demolition, reclamation station, usual charge | 20.00 | TON | 139.1% | [$$]1.01 | ||||
| SECTION SUBTOTALS | ||||||||
| 11.8.4. EXTERIOR INSTALL AND SERVICE | ||||||||
| 11.8.4.1a | Catch basins, frames & grates, 3 piece cover & frame, 1200 lb for heavy equipment (projected new) | 5.00 | EA | 139.1% | [$$]1.01 | |||
| 11.8.4.1c | Backfill, structural, dozer or F.E. loader, from existing stockpile, no compaction, 105 HP, 50' haul, sand and gravel | 115.00 | LCY | 139.1% | [$$]1.01 | |||
| 11.8.4.1d | Finish grading, minimum labor/equipment charge, machine grading | 1.00 | EA | 139.1% | [$$]1.01 | |||
| 11.8.4.1e | Asphaltic concrete paving, no ashpalt hauling included, 6" stone base, 2" binder course, 2" topping | 500.00 | SF | 139.1% | [$$]1.01 | |||
| Hauling, 18 CY truck, 8 wheels, 20 min wait/ld/uld/ 35 MPH, cycle 10 miles | 185.00 | LCY | 139.1% | [$$]1.01 | ||||
| 11.8.4.2a | Site maintenance, road & walk maintenance, sweep drives & parking areas with power vaccuum | 11.00 | MSF | 139.1% | [$$]1.01 | |||
| 11.8.4.2b | Pavement parking markings, lines on pvmt, parking stall, thermoplastic, white, 4" wide | 370.00 | EA | 139.1% | [$$]1.01 | |||
| Pavement parking markings, handicap symbol | 8.00 | EA | 139.1% | [$$]1.01 | ||||
| 11.8.4.3a | Repair of all existing fencing components | 80.00 | HR | 139.1% | [$$]1.01 | |||
| 11.8.4.4a | Parking LED lighting, square pole mounting, 223 lamp watts | 8.00 | EA | 139.1% | [$$]1.01 | |||
| Energy saving lighting devices, photoelectric control, S.P.S.T. 208 V/277 V | 8.00 | EA | 139.1% | [$$]1.01 | ||||
| Lifting and hoisting equipment rental, crawler mounted, lattice boom, 100 toncapacity, 60' boom | 1.00 | WEEK | 139.1% | [$$]1.01 | ||||
| Hauling, 18 CY truck, 8 wheels, 20 min wait/ld/uld/ 35 MPH, cycle 10 miles | 37.00 | LCY | 139.1% | [$$]1.01 | ||||
| SECTION SUBTOTALS | ||||||||
| OVERHEAD | ||||||||
| PROFIT | ||||||||
| BOND | ||||||||
| TOTAL |
File details come from the government source that posted it.