TITLE: ABLUTION BLOCK WITH BIODIGESTER. ITEM No. D E S C R I P T I O N UNIT QTY

Transcription

1 SUBSTRUCTURES 01 SITE CLEARANCE A Clear site of all shrubs, thicket & undergrowth including m² 170 grubbing up of roots and dispose off as directed by the Engineer. (provisional) B Removal of trees and stumps grith 500 mm to 1 m, locally nr 2 disposed (provisional) C Perimeter fencing (temporary) of site (provisional) m EXCAVATION Top soil A Excavate to remove top vegetable soil average 250 mm m² 170 deep and dispose off as directed by the Engineer. Strip footing B Excavate for strip foundation n.e 1.5 m deep m³ 60 starting from stripped level. Foundation C Excavate for Biodigester and expansion chamber n.e 4m m³ 40 starting from stripped level Filling and carting away D Return, fill and ram selected excavated material m³ 50 around excavations E Load and cart away surplus excavated material m³ 20 as directed by the Engineer Rock F Allow for excavation in rock of any class (provisional) m³ CONCRETE IN SUBSTRUCTURE A 50 mm thick concrete blinding mix 1:4:8 for strip footing. m² 60 Concrete mix 1:2:4 B Reinforced concrete in strip footing. m³ 7 C Reinforced concrete in ablution floor slab m 3 20 Cement :sand (1:4) D 19 mm thick render on sides of slab. m 60 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 1 of 8

2 05 SAWN FORMWORK A To vertical edges of floor slab mm high. m HARDCORE A 300 mm thick hardcore bed, handpacked, well watered m² 75 and well compacted in 100 mm layers. B 50 mm thick stone dust blinding on hardcore bed. m² 75 C Apply Termidor or any other similar and approved m² 75 anti-termite chemical treatment on hardcore 07 DPM AND DPC A 500g polythene damp proof membrane laid with 200 end laps m² 75 under floor slab, on hardcore to engineers approval B 225 mm wide approved quality 3-ply bituminous felt damp m 60 proof course under walls 08 REINFORCEMENT A Mesh fabric Ref. BRC. A142 to ablution floor slab m² 75 B Assorted sizes of reinforcement bars to strip footing. t SUBSTRUCTURE WALLING A 225 mm thick solid concrete block walling in cement/sand (1:3) m² 72 B Allow for keeping excavations free from loose/falling Item 1 material (Planking & Strutting) C Allow for keeping excavations free from surface water. Item 1 SUPERSTRUCTURE 10 WALLING A 200 mm thick solid concrete block wall in cement/sand (1:3) m² 215 mortar reinforced with hoop iron at every alternate courses. B 100 mm thick solid concrete block wall in cement/sand (1:3) m² 50 mortar reinforced with hoop iron at every alternate courses. C 200 x 120 x 25 mm P.C.C vent blocks nr 56 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 2 of 8

3 11 CONCRETE WORK Reinforced concrete mix 1:2:4 A In ring beam m³ 3 12 SAWN FORMWORK A To vertical sides and soffites of ring beam m² REINFORCEMENT A Assorted sizes of reinforcement to ring beam. t ROOF CONSTRUCTION The following in 17 No. Censured Approved Sawn Cypress Truss Overall span 6500 mm and 1460 mm high, hoisting and fixing in position 3 m high. Incl. gusset plates, nails and all accessories as per the Drawing include tie in work to iron sheet roofing A 100 x 50 mm wall plate m 9 B 150 x 75 mm rafters m 245 C 150 x 75 mm ceiling joists m 42 D 75 x 50 mm ties & struts m 30 E 50 x 50 mm battens m 78 F 200 x 25 mm ridge board m 9 Roofing Material I Pre-painted IT4 gauge 24 on wiremesh and polythene sheeting m² 65 sheeting gauge 1000 Ridge Cap J Approved matching ridge caps. m 9 Fascia Board K 225 x 25 mm thick wrot cypress fascia board fixed m 17 to end of rafters (m/s) L 225 x 25 mm thick wrot cypress verge board. m 25 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 3 of 8

4 M Knot, stop and prime and apply 3 coats of gloss oil paint m 17 on general timber surfaces mm girth. N Ditto but verge board m RAINWATER DRAINAGE Gutter A OD 160 mm dia. half-round PVC pre-painted gutter in m 17 fixed to fascia board with and including approved brackets at 1.0 m c/c. B Extra over gutter for stopped ends. nr 2 Downpipe C OD 110 mm dia PVC pre-painted downpipe fixed to wall with m 10 and including holder butts at 1.0 m c/c including cutting and pinning to wall. D Extra over downpipe for swanneck 1000 mm long. nr 4 E Ditto but for rain water shoe 450 mm long. (Provisional) nr 4 FINISHES 16 FLOOR FINISHES Incl. all surface preparation, materials and designs as directed by the Engineer. A Coloured granolithic floor screed m² 75 B 10 x 100 mm high skirting of coloured grano with rounded top m 100 and coved junction with floor. 17 WALL FINISHES (INTERNAL) Internal Tiles A Prepare and lay white glazed ceramic wall tiles with approved m² 75 waterproof sealant, on plastered wall surfaces of 1.5m height above floor level in the toilets, urinal and shower D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 4 of 8

5 Gauged plaster B 12 mm thick gauged plaster applied to stonework internally. m² 250 on wall surfaces above ceramic wall tiles Paint C Prepare and apply 3 coats of grade 'A' Plastic Emulsion m² 250 Paint on plastered surfaces internally. External Cement and Sand render(1:4) D 12 mm thick plaster applied wood floated to block walls upto m² 100 plinth level, ring beams and gable walls externally. E Prepare and apply 2 coats of approved water paint on m² 100 rendered ringbeam and gable walls externally F Ditto but for vent blocks m² 1 G Prepare and apply 2 coats of bituminous paint at building m² 10 plinth level externally. H Raked horizontal Joints on the external block wall surface m² CEILING FINISHES Celotex A 12 mm celotex ceiling, v-jointed fixed on and including m² x 50 mm sawn cypress brandering at 600 mm c/c. B Prepare and apply 2 coats of distemper to celotex m² 75 ceiling (m/s). Cornice C 75 x 75 mm wrot cypress moulded Cornice. m 35 D Knot, prime and stop and apply 3 coats of polyurethane m 35 on general timber surfaces mm girth E Prepare and apply primer to back of cornice only m 35 n.e. 100 mm girth OPENINGS 19 GATE A 1.5m wide by 1.5m height grill gate, c/w with ironmongery nr 1 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 5 of 8

6 20 External Door A 40 mm thick size 900 x 2000 mm steel door, together with nr 1 frames, burglar bars, apply finishes and fix the ironmongery 3-lever mortice locks, handles and furniture, brass butt hinges, barrel bolt and floor mounter rubber door stop. (D1) 21 Internal Doors A 40 mm thick size 900 x 2000 mm steel grill door, complete with nr 2 frames, apply finishes and fix the ironmongery complete with 3-lever mortice locks, handles and furniture, brass butt hinges, barrel bolt and floor mounter rubber door stop. (D2) B 40 mm thick size 900 x 2000 mm hardwood timber door nr 2 c/w frames, apply finishes and fix 3-lever mortice locks, handles and furniture, brass butt hinges, barrel bolt and floor mounter rubber door stop. (D3) C 40 mm thick size 750 x 2000 mm hardwood timber door nr 10 c/w frames, apply finishes and fix 3-lever mortice locks, handles and furniture, brass butt hinges, barrel bolt and floor mounter rubber door stop. (D4) 22 WINDOWS A Window size 1025x 950mm high complete with quarry tiles nr 5 sills, wrot campor window boards burglar proofing, with clear sheet glass panes B Window size 525x 950mm high complete with quarry tiles nr 10 sills, wrot campor window boards burglar proofing, with dead-light sheet glass panes(translucent glass) C Window size 525x 350mm high complete with quarry tiles nr 12 sills, wrot campor window boards burglar proofing, with dead-light sheet glass panes(translucent glass) Supply and Install 320 x 75 P.C.C weathered and throated window cills bedded on all windows in cement/sand mortar (1:3) mix: C 1200 mm length nr 5 D 650 mm length nr 10 E Supply and Install Mosquito window gauze wire m² 40 as directed by the Engineer. D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 6 of 8

7 Painting F Knot, prime and stop and apply 3 coats of gloss paint to m 50 general surfaces girth exc. 100 mm and n.e. 200 mm. 23 PLUMBING A Supply and install all necessary plumbing installations and sum 1 connections c/w concrete wash-basin, shower trough, taps, toilet roll holders, mirror, towel rails, tanks (1000 litres each) as directed by engineer 24 ELECTRICAL A Supply and install all necessary electrical installations sum 1 complete with earthing and lighting incl. connection to existing supply as directed by the Engineer. 25 EXTERNAL WORKS Paving slabs A Provide and place 600 x 600 x 50 mm thick grey precast m² 33 concrete paving slabs on 75mm thick sand bed. B Allow provisional sum for landscaping and grassing approx. m² 50 area 100 m 2 as directed by the Engineer. (provisional) 26 BIODIGESTER A Allow for the construction of biodigester c/w pipework and sum 1 compost pits according to details and as directed by engineer Ref. Drg YEI-SAN-AB-1.0/1.4/1.5 D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 7 of 8

8 COLLECTION SHEET PAGE NO TOTAL CARRIED TO GRAND SUMMARY D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx AB Page 8 of 8

9 Detailed Design and Preparation of Tender Documents for Water and Sanitation Facilities, Yei Town - South Sudan SUMMARY YEI-GIZ Contract Description Bill Amount (Euro's) 4 Ablution Block with Biodigester BILL OF QUANTITIES SUB-TOTAL 10% for physical contingencies BILL OF QUANTITIES TOTAL (excl. TAXES and DUTIES) D:\HKendagor\Documents\YEI Water Project\Tender Documents\2_Bills of Quantities\BoQ Rev C.xlsx Summary Page 1 of 1