BOD Church Building — Cat. 1018
Documents relating to church building at Glenstal Abbey (BOD collection).
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- Attribution
- Glenstal Abbey
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Extracted Mentions
People, places, and terms identified via handwriting recognition and named entity recognition.
Sample passages
- Ditto in rising walls filled in between casing and around bar reinforcement, (Both elsewhere returned).
- Labour levelling off top of mass concrete rising walls.
- Precast concrete duct covers, 1'6" x 5'0" x 4\frac{1}{2}" thick of Mix "B" concrete thoroughly vibrated, reinforced with mild steel bars, elsewhere returned, finished fine on expos…
Full Transcript (OCR, 15 pages)
Machine-generated OCR transcript. Handwritten material may contain recognition errors.
Page 1
Bill of Measurement FOR Substructures and Underbuildings OF PROPOSED NEW CHURCH AT GLENSTAL PRIORY, MURROE, CO. LIMERICK FOR THE BENEDICTINE FATHERS + + + + John C. Thompson, Esq., B.E., B. Arch., Architect, 65, O'Connell Street, Limerick. Dermot O'Reilly Hyland & Co. Chartered Quantity Surveyor, 85, Merrion Square, Dublin. 01-07-1952 July, 1952.
Page 2
Bill of Measurement FOR Substructures and Underbuildings OF PROPOSED NEW CHURCH AT GLENSTAL PRIORY, MURROE, CO. LIMERICK FOR THE BENEDICTINE FATHERS + + + + John C. Thompson, Esq., B.E., B. Arch., Architect, 65, O'Connell Street, Limerick. Dermot O'Reilly Hyland & Co. Chartered Quartity Surveyor, 85, Merrion Square, Dublin. July, 1952.
Page 3
PRELIMINARIES £. s. d. Item Provide for carrying out tests as ordered by the Architect. 3 13 6 Item Provide for proportion of Preliminaries. 219 0 1 AMOUNT FOR PRELIMINARIES Forward to Summary Page 11. - 1 -
Page 4
SITE CLEARANCE, EXCAVATION AND DRAINS Rate £. s. d. 200 Yds.Supl. Scythe long grass, etc. and remove €d. 5 0 0 1493 " " Strip vegetable soil to an average depth of 6" deep and ditto. 1/- 74 13 0 22 " " Hack up concrete paving slab and ditto. 4/- 4 8 0 14 Yds.Linl. Ditto ditto line of existing dwarf foundations. 2/- 1 8 0 No.14 Grub up roots of trees. £7. 10.0 105 0 4 Yds.Cube Remove isolated rubble at present lying on site. 4/- 16 0 529 " " Excavate for foundations to depths not exceeding 5'0" deep, part return, fill and ram with selected material and remainder spread and level on site as directed. 7/- 185 3 0 38 " " Ditto for ditto but from 5'0" to not exceeding 10'0" deep and ditto ditto 9/- 17 2 0 165 " " Ditto for Boiler Chamber not exceeding 5'0" deep and ditto ditto. 7/- 57 15 0 113 " " Ditto for ditto but from 5'0" to not exceeding 10'0" deep and ditto.ditto. 9/- 50 17 0 66 " " Extra on last for being through rock. 20/- 66 0 0 1975 Ft.Cube Excavate for pier foundations to depths not exceeding 5'0" deep and ditto ditto. 4d. 32 18 4 No.8 Extra labour forming steps in trench excavations, size 4'0" wide x 2'0" high. 1/- 8 0 " 2 Ditto ditto 4'0" wide x 1'3" high. 11d. 1 10 " 1 Ditto ditto 3'6" wide x 1'3" high. 10d. 10 447 Yds.Supl. Level and consolidate bottom of trenches. 3d. 5 11 9 99 " " Ditto and ditto bottom of Boiler chamber. 3d. 1 4 9 451 Ft.Supl. Ditto and ditto to ditto of isolated pier foundations. 1d. 1 17 7 63 Squares Planking and strutting to sides of excavation not exceeding 5'0" deep. 15/- 47 5 0 Forward £ £65 7 10 1 - 2 -
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