Attachment_4.1_-_CLIN-003_Durame_General_Punch_List.xlsx
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Attachment_4.1_-_CLIN-003_Durame_General_Punch_List
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Durame
| Engineer's QA Punch List - Site Renovation Work | |||||
| Location: | DURAME HEALTH CENTER | Date of Visit: | 16-Apr-15 | ||
| Must be completed immediately for substantial completion | |||||
| Already completed | |||||
| white | Must be completed within warranty period | ||||
| Detailed Punch List Items: | Clean-Up | ||||
| Location/Room | Punch List Comments | Rating | Comments | ||
| 1) Outdoor Items | |||||
| 1.1 | Install missing downpipes and anchors at all Block locations as per design requirements. | ||||
| 1.2 | All new water lines penetrating through HCB walls shall include a gate valve, galvanized piping and wall sleeve to provide minimum 8 mm clearance in diameter around the pipe. Current water line penetrations do not include any sleeves. 15440-2.6, 3.5; SN-001 |
| 1.3 | Some new, 2 in GS main water lines across the site are above ground and incorrectly anchored. Several sections crossing walkways have been buried but the walkways have not been repaired. Correct as per SN-001, C-003, RFI 00017, October 8, 2014; October 21, 2014. And correctly anchor all above ground GS lines as per design specifications. | |
| 1.4 | Access ramps to Delivery Block, ID Block, and OPD Block must be completed with correct reinforcing to curb surface as per C-008. Curbs are currently partially casted with no reinforcing installed near surface level. | |
| 1.5 | Install all sanitary vents as per SN-002 and SN-005. Several vents are incomplete. | |
| 1.7 | Install all required fire extinguishers. | |
| 1.8 | Install site signage at all locations as per design drawings. | Signs have been manufactured and are on site. None have been properly installed as per design requirements. |
| 1.9 | All sanitary MHs in the new network shall have sealed MH covers. As the survey results for MH invert elevations below indicates: |
• Invert elevations for inlet lines for MH-7 and MH-12 are above the invert elevations for the discharge lines. These must be corrected. USAID request for the schedule of invert elevations used by the contractor to install all lines has not been fulfilled.
• MH-14 on the design drawing does not exist in the field constructed network. How will greywater be handled from the new handwash basins installed in the OPD Pharmacy and OPD Dressing Room?
• Several MHs have roof downspouts located directly above or immediately adjacent to the MHs. Relocate these downspouts. MH-6, MH-19 and MH-10 do not have covers. Install new covers.
| Most sanitary MHs currently have 1 cm gaps between the covers and the wall tops. Significant stormwater infiltration will occur. Construct watertight seals at all MHs with 6 cm edge as per SN-001. | |||
| 1.10 | Drinking water line and control valve adjacent to MH-19 and OPD Block is buried in an exposed trench with no valve box or cover. Install as per design drawings. | ||
| 1.11 | Haul away from site multiple piles of excavated material and construction debris. | ||
| 2) Indoor Items | |||
| 2.1 | Final gypsum wall plaster work across all Blocks containes cracks. Repair. | ||
| 3) Delivery Block | |||
| 1 | Outdoor items | ||
| 1.1 | Access ramp to Delivery Block entrance must include handrails, handrail anchors, and concrete pavers as per design drawings. | ||
| 2 | Indoor Items | ||
| 2.1 | Delivery, Scrub and Sluice Rooms are poorly painted with many places of exposed green under layer. Repaint to a consistent, professional finish as per design specifications. Repair several cracks in gypsum plaster. | ||
| 2.2 | Numerous LTZ window frames across the Block include 1 cm - 2 cm gaps between the metal frame, terrazzo sill and HCB wall edges. Numerous LTZ frames also have no locks or locks that do not properly anchor. Glazing putty adjustments are required in many LTZ frames across the Block. | ||
| 3 | Postnatal Toilet | ||
| 3.1 | Incorrect location for electrical socket and light positions. Switch. Complete wall and tile finishes including plastering, painting, grouting of all tiles. | ||
| 3.2 | Correctly anchor cistern water line to waste pan and wall. Correct cistern leaks. | ||
| 3.3 | Electric system does not work in room. | ||
| 3.4 | Door doesn't close and lock. | ||
| 3.5 | Toilet fixtures: grab bars must be installed. | ||
| 3.6 | Install shucko plug on new water heater. | ||
| 4 | Scrub Room | ||
| 4.1 | Properly anchor sink floor peddles to floor. | ||
| 4.2 | Install shucko plug on new water heater. | ||
| 5 | Sluice Room | ||
| 5.1 | Wall skirting is unfinished. | ||
| 6 | Delivery Room | ||
| 6.1 | Install missing hardware on LTZ window frames. | ||
| 4) Administration Block | |||
| 1 | Indoor Items | 1.1 | Doors on Mother to Mother, ANC, Store and Family Planning do not close/lock properly. |
| 1.2 | None of the equipment for the new data and phone lines is installed in Head Office and Finance Rooms as per EL-003. These rooms are fully occupied. | ||
| 2 | ANC Toilet | 2.1 | Replace and repair broken ceramic tiles. Clean and paint walls. Install new grab bars as per design drawings. |
| 5) OPD Block | |||
| 1 | Outdoor items | 1.1 | MH-6 outside Sample Room must be repaired including a correct vent connection, new 160 mm outlet line, relocation of gutter downpipe away from the surface cover of MH-6. |
| 1.2 | Install smooth transition finish between MH-4 cover and OPD/Delivery access ramp surface. | ||
| 1.3 | Handicapped access ramp at ground termination is directly adjacent to MH-7 cover and anchor. Installed ramp railing will restrict patient ramp access to a very restricted opening that crosses MH-7 cover. Adjust Waiting Area access steps as per AR-007 to create space for patient access to ramp. | ||
| 2 | OPD Toilet | 2.1 | The room has rough tile and windows completed. Most of the work identified in the design drawings must be completed. |
| 3 | OPD Sample Room | 3.1 | The room has rough tile and windows completed. Most of the work identified in the design drawings, including sample window, must be completed. |
| 4 | Laboratory | 4.1 | Walls must be repainted to correct design finish. Finish install of hot water tank electrical. Door does not work. |
| 6) Pit Latrine | |||
| 1 | Pit Latrine | ||
| 1.1 | Concrete columns, beams and slabs are constructed with HCB walls. All plate-plate connections between truss, purlin and ring beam connections are very poorly aligned and do not comply with ST-080 details. Adjustable plate connections from water tower structure anchor plates have been incorrectly used for all pit latrine anchor plates. Replace. All j-bolts should be galvanized. Currently not galvanized. | ||
| 1.2 | Install GS vents and flyscreens as per AR-035, AR-036 and AR-038. | ||
| 1.3 | Install all internal pit latrine elements as per AR-035, AR-036 and AR-037. | ||
| 1.4 | Install rubber washers on all EGA panel J-bolt connections as per design requirements to prevent leaking. | ||
| 1.5 | Install epoxy flooring and ceramic thresholds as per design specifications and AR-036. | ||
| 1.6 | Install PVC gutters and downspouts as per AR-035, AR-036 and AR-038. | ||
| 1.7 | Electrical wiring and color coding is incorrect. Correct. | ||
| 1.8 | Complete construction of pit latrine soakaway pit and also correct sub-base finishing of main waste disposal pit as per AR-036 and SN-010. | ||
| 7) Infectious Disease Clinic | |||
| 1 | Infectious Disease Clinic | ||
| 1.1 | The Waiting Area has been painted. Terrazzo tile sills are installed. Access railings must be installed as per RFI 00006, April 10, 2014. | ||
| 1.2 | Doors must be finished, door hardware must be installed. | ||
| 1.3 | All plumbing and associated new SSW must be adjusted as per design requirements. | ||
| 8) Water Tower | |||
| 1 | Water Tower | ||
| 1.1 | Only the original, incorrect water tower pad is currently constructed. Construct all aspects of the tower and water systems. | ||
| 9) Electrical Items: | |||
| 1 | Electrical Items: | ||
| 1.1 | See Tetra Tech electrical QA report for listing of electrical issues identified during this QA site visit | ||
| 10) Additional Comments: | |||
| 10.1 | Conduct performance leak test of rennovated water piping network for the site as per design specifications section 02600 and 15991. | ||
| Attachments: |
| Comments and observations are provided in this report for the use of the Client. Nothing in this report should be taken by the Contractor as a directive to modify the plans, specifications or completed work unless appropriate documentation is provided by the Client. | |
| C. Farkos | |
| ---End of Report--- |
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