CARPENTRY
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 150 × 50 rafters notched over concrete lintels | 18 | M | ||
| 150 × 50 blocking between last with one edge splay cut | 20 | M | ||
| Bituminous damp-proof course between concrete and timber 50mm wide | 13 | M | ||
| 75 × 50 timber framing to walls | 21 | M | ||
| Bituminous damp-proof course to last | 16 | M | ||
| 150 × 50 building mesh fixed to timber framing | 3.4 | M2 | ||
| Nylon insect mesh over last | 3.4 | M2 | ||
| Galvanised beading strip | 16 | M | ||
| 0.4mm galvanised iron shield screw fixed to wall, girth 225mm | 1.2 | M | ||
| Prepare, prime and apply 2 coats high gloss enamel to last | 0.3 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION A (Timber Frame)
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 15 | kg | ||
| 60 × 60 × 12mm thick steel packers | 10 | No | ||
| 100mm dia. steel wheel | 2 | No | ||
| 3mm washer to last | 2 | No | ||
| M16 axle bolt approx. 120mm long | 2 | No | ||
| 60 × 5 × 160mm long ms straps | 4 | No | ||
| M12 bolts 80mm long | 8 | No | ||
| Adjustable door stops to ends of rail | 2 | No | ||
| 25 NB tube 200mm long set into concrete apron | 1 | No | ||
| 75 × 50 packers fixed to concrete | 4.8 | M | ||
| Bituminous damp-proof course between concrete and last | 4.8 | M | ||
| 100 × 50 door frame | 10.6 | M | ||
| EITHER: | ||||
| 9mm plywood cladding screw fixed to frame | 2.3 | M2 | ||
| OR: | ||||
| 12mm dressed timber, ditto | 2.3 | M2 | ||
| Prime cladding and frame with an oil based alkyd and apply 2 coats high gloss exterior paint | 7.8 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to all steel work | 0.6 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 1 | No | ||
| Ditto fixed to timber frame | 1 | No | ||
| Hasp and staple | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION B (Steel Frame)
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 15 | kg | ||
| 60 × 60 × 12mm thick steel packers | 10 | No | ||
| 100mm dia. steel wheel | 2 | No | ||
| 3mm washers behind last | 2 | No | ||
| R16 axle pin welded to angle | 2 | No | ||
| 60 × 60 × 5 m.s. plate | 2 | No | ||
| 100 × 100 × 5 m.s.plate | 2 | No | ||
| Adjustable door stops to ends of rail | 2 | No | ||
| 25 NB tube 200mm long set into concrete apron | 1 | No | ||
| 75 × 50 packers fixed to concrete | 4.8 | M | ||
| Bituminous damp-proof course between concrete and last | 4.8 | M | ||
| 50 × 50 × 5 L as frame | 41 | kg | ||
| Double splay cut ends | 4 | No | ||
| Welding | 1.2 | M | ||
| 1.3mm thick galvanised flat sheet cladding screw fixed to steel frame | 2.7 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to all steelwork | 2.6 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 1 | No | ||
| Ditto fixed to steel frame | 1 | No | ||
| Hasp and staple | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF CLADDING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 0.4mm corrugated galvanised roofing iron fixed to timber | 15 | M2 | ||
| Galvanised iron verge flashings | 8.8 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
PLUMBING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| PIPEWORK | ||||
| 25mm dia. medium galvanised pipework laid in trench | 4 | M | ||
| Ditto in vertical rise fixed to concrete blockwwork | 2 | M | ||
| Extra value over pipework for bends | 2 | No | ||
| Ditto for 25 × 25 × 25 tee junction | 2 | No | ||
| TAPS | ||||
| 25mm dia. standard hose tap | 1 | No | ||
| VALVES | ||||
| 25mm dia. isolating valve | 1 | No | ||
| GENERAL | ||||
| Allow to pressure test the pipework on completion | 1 | SUM | ||
| TOTAL CARRIED TO SUMMARY | ||||
DRAINAGE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| PIPEWORK | ||||
| Trench excavation for 100 dia. pipework. Include for backfilling (provisional measure) | 10 | M | ||
| EITHER: | ||||
| 100 dia. PVC pipework to BS 4581 laid in trench (provisional measure) | 10 | M | ||
| OR: | ||||
| 100 dia. vitrified clay pipework to BS 65 laid in trench (ditto) | 10 | M | ||
| Extra value for 100 dia. bends | 2 | No | ||
| Connection to sump | 1 | No | ||
| Connections to effluent screening tank | 1 | No | ||
| Allow for testing the pipework on completion | 1 | SUM | ||
| TOTAL CARRIED TO SUMMARY | ||||
SOLID PLASTER
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| WALLS | ||||
| 200mm thick solid plaster in 3 coats to concrete and concrete block (or brick) walls | 22 | M2 | ||
| Form coving at wall and floor junction | 10.2 | M | ||
| PAUNCH SLAB | ||||
| 20mm thick solid plaster in 3 coats to channel, all as detailed on drawing 11 | 3.1 | M | ||
| Extra value for forming coves | 12.4 | M | ||
| 20mm thick solid plaster in 3 coats to form coving at junction of slab and building | 3.1 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
ELECTRICAL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Wire up for light switch, run from switchboard in slaughter house | 1 | No | ||
| Wire up for light outlet | 1 | No | ||
| Supply and install, 2 tube × 65 watt batten type fluorescent light fitting. Include for tubes | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
MODULAR SMALL ABATTOIR
AND MEAT MARKET
CUTTING AND PROCESSING BUILDING
| $ | ||
|---|---|---|
| Excavation | ||
| Concrete | ||
| Reinforcing Steel | ||
| Masonry | ||
| Metalwork | ||
| Carpentry | ||
| Doors | ||
| Option A - Timber Frame | ||
| Option B - Steel Frame | ||
| Roof Cladding | ||
| Solid Plaster | ||
| Electrical | ||
| TOTAL CARRIED TO MAIN SUMMARY | ||
Refer to the Slaughter House Schedule for the preliminairies and trade preambles.
EXCAVATION
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Clear site of vegetation | 16 | M2 | ||
| Excavate down to slab level | 0.6 | M3 | ||
| Excavate for footings | 0.8 | M3 | ||
| Extra value for forming batter | 10 | M | ||
| Backfill to foundations | 0.4 | M3 | ||
| Remove surplus spoil from site | 1 | M3 | ||
| TOTAL CARRIED TO SUMMARY | ||||
CONCRETE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATIONS AND SLAB | ||||
| 25 MPa concrete | 1.4 | M3 | ||
| Formwork to last | 3.1 | M3 | ||
| Form 100 × 20 deep recess to edge of slab | 11.6 | M | ||
| Form slab to falls | 9.2 | M2 | ||
| Provide broom finish to slab | 9.2 | M2 | ||
| 0.25mm thick polythene damp-proof sheet | 7.8 | M2 | ||
| COLUMNS | ||||
| 25 MPa concrete | 0.23 | M3 | ||
| Formwork to sides of last 150mm wide | 42 | M | ||
| LINTELS | ||||
| 25 MPa concrete | 0.4 | M3 | ||
| Formwork to sides 150mm wide | 27 | M | ||
| Soffit formwork 150mm wide | 17 | M | ||
| Supply and cast in 6 dia. wire ties (approx. length each 650mm) | 10 | No | ||
| Supply and cast in M10 bolts 125mm long | 12 | No | ||
| Ditto M12 bolts 140mm long | 5 | No | ||
| DOOR PILLARS | ||||
| 25 MPa concrete | 0.04 | M3 | ||
| Formwork 200–300 wide | 4.5 | M | ||
| Formwork 100–200 wide | 4.5 | M | ||
| Form chamfer to edges | 7 | M | ||
| Take delivery of 200 long × 50 × 50 × 5 L cast into concrete apron | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
REINFORCING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATIONS AND SLAB | ||||
| D12 rods to foundations | 17 | kg | ||
| D12 rods as column starters | 3 | kg | ||
| R10 rods as slab starters | 14 | kg | ||
| COLUMNS | ||||
| D12 rods | 9 | kg | ||
| LINTELS | ||||
| D12 rods | 26 | kg | ||
| R6 ties | 2 | kg | ||
| DOOR PILLARS | ||||
| D12 rod | 2 | kg | ||
| TOTAL CARRIED TO SUMMARY | ||||
MASONRY
| MASONARY | ||||
|---|---|---|---|---|
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
| EITHER: | ||||
| 150mm hollow concrete blocks laid in stretcher bond | 21 | M2 | ||
| Rake cutting of blocks | 5 | M | ||
| OR: | ||||
| 100mm solid fired clay bricks laid in stretcher bond | 21 | M2 | ||
| Rake cutting of bricks | 5 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
METAL WORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| CASTING INTO CONCRETE | ||||
| Supply and hand to Concretor 200 long 50 × 50 × 5 galvanised L | 1 | No | ||
| RAIL | ||||
| 100 × 50 × 3.2 RHS (total weight 23kg) | 3.2 | M | ||
| Site cut last to suit | 1 | No | ||
| 150 × 150 × 6mm plate welded to RHS with 3/14 dia. drilled holes (total weight 1.1kg) | 1 | No | ||
| Ditto site welded to RHS, ditto (total weight 1.1kg) | 1 | No | ||
| 200mm long × 50 × 12 m.s. flat welded to RHS and cut to shape (in 4 No) | 4 | kg | ||
| 75 × 12 ms flat welded to last | 22 | kg | ||
| M12 masonry anchors | 6 | No | ||
| 4mm fillet weld | 0.8 | M | ||
| 4mm site fillet weld | 0.3 | M | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to all steelwork | 1.7 | M2 | ||
| TABLE | ||||
| Construct table Equipment No. 7.2 all as detailed on drawing 14 | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
CARPENTRY
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 150 × 50 rafters notched over concrete lintels | 18 | M | ||
| 150 × 50 blocking between last with one edge splay cut | 20 | M | ||
| Bituminous damp-proof course between timber and concrete 50mm wide | 13 | M | ||
| 75 × 50 timber framing to walls | 21 | M | ||
| Bituminous damp-proof course to last | 16 | M | ||
| 150 × 50 building mesh fixed to timber framing | 3.4 | M2 | ||
| Nylon insect mesh over last | 3.4 | M2 | ||
| Galvanised beading strip | 16 | M | ||
| 0.4mm galvanised iron shield screw fixed to wall, girth 225mm | 1.2 | M | ||
| Prepare, prime and apply 2 coats high gloss enamel to last | 0.3 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION A (Timber Frame)
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 15 | kg | ||
| 60 × 60 × 12mm thick steel packers | 10 | No | ||
| 100mm dia. steel wheel | 2 | No | ||
| 3mm washer to last | 2 | No | ||
| M16 axle bolt, approx. 120mm long | 2 | No | ||
| 60 × 5 × 160mm long m.s. straps | 4 | No | ||
| M12 bolts 80mm long | 4 | No | ||
| Adjustable door stops to ends of rail | 2 | No | ||
| 25 NB tube 200mm long set into concrete apron | 1 | No | ||
| 75 × 50 packers fixed to concrete | 4.8 | M | ||
| Bituminous damp-proof course between concrete and last | 4.8 | M | ||
| 100 × 50 door frame | 10.6 | M | ||
| EITHER: | ||||
| 9mm plywood cladding, screw fixed to frame | 2.3 | M2 | ||
| OR: | ||||
| 12mm dressed timber, ditto | 2.3 | M2 | ||
| Prime cladding and frame with an oil based alkyd and apply 2 coats high gloss exterior paint | 7.8 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to all steelwork | 0.6 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 1 | No | ||
| Ditto fixed to timber frame | 1 | No | ||
| Hasp and staple | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION B (Steel Frame)
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 15 | kg | ||
| 60 × 60 × 12mm thick steel packers | 10 | No | ||
| 100mm dia. steel wheel | 2 | No | ||
| 3mm washers behind last | 2 | No | ||
| R16 axle pin welded to angle | 2 | No | ||
| 60 × 60 × 5 ms plate | 2 | No | ||
| 100 × 100 × 5 ms plate | 2 | No | ||
| Adjustable door stops to ends of rail | 2 | No | ||
| 25 NB tube 200mm long set into concrete apron | 1 | No | ||
| 75 × 50 packers fixed to concrete | 4.8 | M | ||
| Bituminous damp-proof course between concrete and last | 4.8 | M | ||
| 50 × 50 × 5 L as frame | 41 | kg | ||
| Double splay cut ends | 4 | No | ||
| Welding | 1.2 | M | ||
| 1.3mm thick galvanised flat sheet cladding fixed to steel frame | 2.7 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to steel work | 2.6 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 1 | No | ||
| Ditto fixed to timber frame | 1 | No | ||
| Hasp and staple | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF CLADDING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 0.4mm corrugated galvanised roofing iron fixed to timber | 15 | M2 | ||
| Galvanised iron verge flashing | 8.8 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
SOLID PLASTER
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| WALLS | ||||
| 20mm thick solid plaster in 3 coats to concrete and concrete block (or brick) walls | 22 | M2 | ||
| Form coving at wall and floor junctions | 10.2 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
ELECTRICAL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Wire up for light switch, run from switchboard in slaughter house | 1 | No | ||
| Wire up for light outlet | 1 | No | ||
| Supply and install 2 tube × 65 watt batten type fluorescent light fitting. Include for tubes | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
MODULAR SMALL ABATTOIR
AND MEAT MARKET
CHILLER
| $ | ||
|---|---|---|
| Concrete | ||
| Reinforcing Steel | ||
| Structural Steel | ||
| Electrical | ||
| Chiller | ||
| TOTAL CARRIED TO MAIN SUMMARY | ||
Refer to the “Slaughter House Schedule” for the preliminairies and trade preambles.
CONCRETE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 25 MPa concrete in foundation slab | 0.8 | M3 | ||
| 25 MPa concrete floor slab poured on top of panel floor | 0.5 | M3 | ||
| 100mm wide formwork | 11 | M | ||
| Form floor slab to falls | 6 | M3 | ||
| Provide broom finish to floor slab | 6 | M3 | ||
| Aluminium coved extrusion to wall and slab junction. Include for cutting back panel joint extrusion to allow coved extrusion to seat against panel | 9 | M | ||
| 0.25mm polythene between concrete slab and floor panel | 6 | M2 | ||
| TOTAL CARRIED TO SUMMARY |
REINFORCING STEEL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| R6 rods to foundation slab | 50 | kg | ||
| R6 rods to floor slab | 38 | kg | ||
| TOTAL CARRIED TO SUMMARY |
STRUCTURAL STEELWORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 100 × 150 × 10 base plate drilled twice for M12 bolts (total weight 5kg) | 4 | No | ||
| M10 masonry anchors | 8 | No | ||
| 51 × 51 × 4.0 RHS rail frame supports (total weight 39kg) | 8.4 | M | ||
| 102 × 51 × 4.0 RHS (total weight 70kg) | 9.6 | M | ||
| 50 × 50 × 5mm L 1300 long drilled five times for 14 dia. bolts (in 2 No.) | 12 | kg | ||
| 130 × 80 × 5 ms plate with two 14 × 30 slotted holes (total weight 0.8kg) | 2 | No | ||
| Ex 130 × 140 × 5 plate cut to shape and drilled twice for M12 bolts (total weight 4.3kg) | 6 | No | ||
| Ditto all as last | 6 | No | ||
| 102 × 51 × 3mm plate to ends of RHS (total weight 0.5kg) | 4 | No | ||
| 50 × 12 flat as dropper 150mm long drilled for 12mm machine screw (total weight 2.8kg) | 12 | No | ||
| 75 × 12 flats as rail | 50 | kg | ||
| Drill last for 12mm machine screw | 12 | No | ||
| Ex 75 × 12 flat cut to shape and welded to last (total weight 4.3kg) | 8 | No | ||
| 40 × 40 × 5 ms plate as spacer drilled for 12mm machine screw (total weight 2.2kg) | 12 | No | ||
| BOLTS | ||||
| M12 bolts | 28 | No | ||
| 14 dia. nylon bolts | 10 | No | ||
| 12mm countersunk, head slotted machine screws | 12 | No | ||
| WELDING | ||||
| 4mm fillet weld | 7.2 | M | ||
| 5mm fillet weld | 3.4 | M | ||
| TOTAL CARRIED TO SUMMARY |
ELECTRICAL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Wire up for light switch, run from Switchboard in slaughter house | 1 | No | ||
| Wire up for light outlet | 1 | No | ||
| Supply and install single tube × 65 watt batten type fluorescent light fitting. Include for tube | 1 | No | ||
| TOTAL CARRIED TO SUMMARY |
CHILLER
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Allow for the supply and erection of the chiller and associated services as detailed in the drawings | 1 | SUM | ||
| NOTE: The concrete foundations and floor slab together with the steel framework have been measured elsewhere in this section and should be priced separately | ||||
| TOTAL CARRIED TO SUMMARY |
MODULAR SMALL ABATTOIR
AND MEAT MARKET
BOILER
SUMMARY
| $ | ||
|---|---|---|
| Concrete | ||
| Reiforcing | ||
| Brickwork | ||
| Metalwork | ||
| Plumbing | ||
| TOTAL CARRIED TO MAIN SUMMARY |
CONCRETE WORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Concrete in 150mm thick boiler slab | 0.5 | M3 | ||
| Formwork to last 100–200mm thick | 8 | M | ||
| Concrete in 75mm thick lid | 0.1 | M3 | ||
| Formwork to last 0–100mm thick | 5 | M | ||
| TOTAL CARRIED TO SUMMARY |
REINFORCING STEEL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| D12 rod to lid | 10 | kg | ||
| D10 rod to base | 14 | kg | ||
| TOTAL CARRIED TO SUMMARY | ||||
BRICKWORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Local brick in boiler | 7 | M2 | ||
| Brick chimney 1700 high × 800 wide | 1 | No | ||
| Grate support bricks to inside of boiler | 2.2 | M | ||
| TOTAL CARRIED TO SUMMARY |
METAL WORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 1300 × 75 × 12 flat steel boiler support with each end set in blockwork | 3 | No | ||
| 800 × 75 × 12 flat door jamb | 2 | No | ||
| 1200 × 75 × 12 flat lintel set in blockwork | 2 | No | ||
| Pair of 400 × 600 × 3mm plate doors complete with hinges and catches | 1 | Pr | ||
| Pair of 400 × 200 × 3mm plate doors complete with hinges and catches | 1 | Pr | ||
| 1200 × 750 grate fabricated from D12 reinforcing bars at 100 centres with spacing bars as required | 1 | No | ||
| TOTAL CARRIED TO SUMMARY |
PLUMBING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| BOILER | ||||
| TOTAL CARRIED TO SUMMARY |
MODULAR SMALL ABATTOIR
AND MEAT MARKET
DRAINAGE AND WASTE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| PIPEWORK | ||||
| Excavate or 100mm dia. drain pipe 0–1.5m deep (average depth 400mm) | 21 | M | ||
| OPTION A | ||||
| PVC pipework laid in trench to BS 4581 | 21 | M | ||
| OR OPTION B | ||||
| Vitrified caly pipe work laid in trench to B.S. 65 | 21 | M | ||
| Extra value over last for bend (provisional item) | 3 | No | ||
| EFFLUENT SCREENING TANK | ||||
| Excavate for effluent screening tank | 5 | M3 | ||
| Backfill with selected excavated material | 3 | M3 | ||
| Concrete in effluent screening tank | 1 | M3 | ||
| Formwork to sides of last | 10 | M2 | ||
| Extra value for forming 50 ×50 recess for cover | 5 | M | ||
| Extra value for forming 100 dia. pipe penetration | 2 | No | ||
| R8 reniforcing rod | 16 | kg | ||
| Tank cover size 1080 × 1580 comprising ex 200 × 50 timber boards | 1 | No | ||
| Effluent screen as detailed on drawing 12 detail 1 Equipment No. 6.5 | 1 | No | ||
| CONDEMNED MEAT DISPOSAL PIT | ||||
| Condemned meat disposal pit overall 5000 deep × 2400 dia. constructed of 200 mm thick unreinforced concrete blockmork with concrete top with metal doors surrounded by pebble filling. Refer Drawing 12 | 1 | No | ||
| SEEPAGE TRENCH | ||||
| Excavate 1100 deep for seepage trench | 59 | M3 | ||
| Backfill with rocks 100mm or larger | 28 | M3 | ||
| Backfill with top soil | 31 | M3 | ||
| TOTAL CARRIED TO MAIN SUMMARY |
SITEWORKS
This schedule of quantities excludes the following siteworks which will however need to be included in the individual projects.
Fencing and gates Landscaping and Planting Sealing of Yards Kerbing
The following items are optional extras. Refer to the Slaughter House Schedule for the Preliminaries and Trade Preambles.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| TRIPERY PATH | ||||
| Excavate for pathway | 1 | M3 | ||
| Backfill | 0.2 | M3 | ||
| Remove surplus spoil | 0.8 | M3 | ||
| 25 MPa concrete | 0.8 | M3 | ||
| Formwork 100mm wide | 13 | M | ||
| Provide broom finish to concrete | 7.8 | M2 | ||
| Form plaster cove at junction of path and buildings | 2.4 | M | ||
| CUTTING AND PROCESSING SLAB AND SUMP | ||||
| Excavate for slab and sump | 1.2 | M3 | ||
| Backfill | 0.2 | M3 | ||
| Remove surplus spoil | 1 | M3 | ||
| 25 MPa concrete to slab | 0.9 | M3 | ||
| Ditto to sump | 0.1 | M3 | ||
| Formwork to slab 100mm wide | 3 | M | ||
| Formwork to sump | 1.6 | M2 | ||
| Form opening in sump for 100 dia. Pipe | 1 | No | ||
| Form recess in edge of sump walls to support sump cover | 1.4 | M | ||
| Form slab to falls | 9 | M2 | ||
| Provide broom finish to slab | 9 | M2 | ||
| D12 rods to sump | 16 | kg | ||
| Form plaster cove at junction of slab and buildings | 12 | M | ||
| 420 × 320 × 6mm plate as sump cover | 1 | No | ||
| Trench excavation for 100 dia. pipework. Include for all backfilling | 4.2 | M | ||
| EITHER | ||||
| 100 dia. PVC pipework to BS 4581 laid in trench under floor slab | 4.2 | M | ||
| OR | ||||
| 100 dia. vitrified clay pipework to BS 65 ditto | 4.2 | M | ||
| Connection to sumps | 2 | No | ||
| HIDE SLAB AND SUMP | ||||
| Excavate for slab and sump | 1.4 | M3 | ||
| Backfill | 0.3 | M3 | ||
| Remove surplus spoil | 1.1 | M3 | ||
| 25 MPa concrete to slab and sump | 1 | M3 | ||
| Formwork to last | 1.6 | M2 | ||
| Formwork 300mm wide | 4.2 | M | ||
| Formwork 250mm wide | 1.9 | M | ||
| Formwork 150mm wide | 5.9 | M | ||
| Formwork 100mm wide | 1.2 | M | ||
| Form slab to falls | 7 | M2 | ||
| Form 240 × 80 deep channel | 3.2 | M | ||
| Form 20 × 20 deep rebate | 4 | M | ||
| Form 70 × 20 recess in wall of upstand | 4 | M | ||
| Form opening for 100 dia. pipe | 1 | No | ||
| Form recess in walls of sump to support cover | 1.4 | M | ||
| Supply and cast in 560 long × 100 dia. galvanised steel pipe, complete with bends | 1 | No | ||
| D12 rods | 25 | kg | ||
| D12 rods 200mm long welded to steel pipe | 1 | No | ||
| D12 rods as dowels to pathway | 3 | kg | ||
| 420 × 320 × 6mm plate as sump cover | 1 | No | ||
| 150 dia. cast iron grate over sump outlet | 1 | No | ||
| Trench excavation for 100 dia. pipework. Include for all backfilling (provisional measure) | 5 | M | ||
| EITHER | ||||
| 100 dia. PVC pipework to BS 4581 laid in trench (ditto) | 5 | M | ||
| OR | ||||
| 100 dia. vitrified clay pipework to BS 65 ditto (ditto) | 5 | M | ||
| Extra value for Y Junction | 1 | No | ||
| Connection to sump | 1 | No | ||
| 200 mm thick solid plaster in 3 coats to channel, all as detailed on drawing 11 | 3.1 | M | ||
| Extra value for forming coves | 12.4 | M | ||
| 20mm thick solid plaster in 3 coats to form coving at junction of slab and pathway | 3.2 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
MODULAR SMALL ABATTOIR
AND MEAT MARKET
MEAT MARKET
SUMMARY
| $ | ||
|---|---|---|
| Excavation | ||
| Concrete Work | ||
| Reinforcing Steel | ||
| Concrete Masonry/Brickwork | ||
| Metal Work | ||
| Carpentry | ||
| Doors | ||
| Roof Cladding | ||
| Drainage | ||
| Solid Plaster | ||
| Electrical | ||
| TOTAL CARRIED TO MAIN SUMMARY |
The preambles of the Slaughter House Building shall apply equally to this Building.
EXCAVATION
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Clear site of all vegetation | 61 | M2 | ||
| Excavation down to sand level | 1.7 | M3 | ||
| Excavate for footings | 3.3 | M3 | ||
| Extra value for forming batter | 29.4 | M | ||
| Backfill to foundations | 1.1 | M3 | ||
| Remove surplus spoil | 3.9 | M3 | ||
| 50mm blinding sand under slab | 34.6 | M2 | ||
| SUMP | ||||
| Excavate for sump | 0.22 | M3 | ||
| Backfill | 0.11 | M3 | ||
| Remove surplus spoil | 0.11 | M3 | ||
| TOTAL CARRIED TO SUMMARY |
CONCRETE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATIONS AND SLAB | ||||
| 25 MPa concrete | 5.4 | M3 | ||
| Formwork to last | 5.2 | M2 | ||
| Formwork 0–100mm side to form channel | 12 | M | ||
| Form slab to falls | 32 | M2 | ||
| Provide broom finish to slab | 32 | M2 | ||
| 0.25mm thick polythene damp-proof sheet | 34 | M2 | ||
| Form construction joint to floor slab | 10.4 | M | ||
| Extra value for forming 200 × 25, rebate in edge of slab | 21 | M | ||
| COLUMNS AND BEAMS | ||||
| Concrete in columns and beams | 2 | M3 | ||
| Formwork to last (200 to 300 mm wide) | 12 | M | ||
| Ditto (100 to 200mm wide) | 150 | M | ||
| WALL INFILL | ||||
| 25 MPa concrete | 0.1 | M3 | ||
| Formwork to last | 2 | M2 | ||
| SUMP | ||||
| 25 MPa concrete | 1 | M3 | ||
| Formwork to last | 1.6 | M2 | ||
| Form opening for 100 dia. pipe | 2 | No | ||
| Form recess in edge of walls to support cover | 1.4 | M | ||
| Supply and cast in 560 long × 100 dia. pipe complete with bends | 1 | No | ||
| BENCH | ||||
| Concrete in counter bench | 0.4 | M3 | ||
| Formwork to last | 4.4 | M2 | ||
| CAST IN THE FOLLOWING: | ||||
| 200 × 50 × 6 purlin cleat | 3 | No | ||
| 290 × 50 × 6 truss fixing plate | 4 | No | ||
| TOTAL CARRIED TO SUMMARY |
REINFORCING STEEL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATION AND SLAB | ||||
| D12 rods to foundations | 78 | kg | ||
| R10 rods as slab starters | 8 | kg | ||
| COLUMNS | ||||
| D12 rods to columns | 55 | kg | ||
| R6 ties | 7 | kg | ||
| LINTELS | ||||
| D12 rod | 32 | kg | ||
| R6 ties | 4 | kg | ||
| DOOR PILLARS | ||||
| D12 rod | 9 | kg | ||
| INFILL PANEL | ||||
| D12 rod | 6 | kg | ||
| BENCH | ||||
| D12 rod | 13 | kg | ||
| SUMP | ||||
| D12 rod | 9 | kg | ||
| TOTAL CARRIED TO SUMMARY |
CONCRETE MASONRY/BRICKWORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| EITHER: | ||||
| 150mm hollow concrete blocks laid in stretcher bond | 34 | M2 | ||
| OR: | ||||
| 100mm solid fired clay bricks laid in stretcher bond | 34 | M2 | ||
| WING WALLS | ||||
| EITHER: | ||||
| 150mm hollow concrete blocks laid in stretcher bond | 1.1 | M2 | ||
| OR: | ||||
| 100mm solid fire clay bricks laid in stretcher bond | 1.1 | M2 | ||
| TOTAL CARRIED TO SUMMARY |
METAL WORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| CAST IN ITEMS | ||||
| 290 × 50 × 6 truss fixing plate, hand to concretor for casting in | 4 | No | ||
| 290 × 50 × 6 rafter fixing plate, hand to concretor for casting in | 3 | No | ||
| STEEL SHUTTERS | ||||
| Steel shutter size 2.750 × 0.900mm high fabricated in steel angle with 150 × 50 builders mesh and insect proof mesh sheating, hinged at top with 2 No. tower bolts to inside face | 2 | No | ||
| TOTAL CARRIED TO SUMMARY |
CARPENTRY
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| ROOF FRAMING | ||||
| 150 × 50 rafter bolted to cleat | 26 | M | ||
| 150 × 50 bottom chord | 9 | M | ||
| 100 × 50 struts | 3 | M | ||
| 100 × 50 brace | 4 | M | ||
| 100 × 50 purlin | 53 | M | ||
| 100 × 50 × 250 long timber purlin cleats | 32 | M | ||
| 100 × 50 longitudinal brace | 6 | M | ||
| DOOR JAMBS | ||||
| 100 × 50 door jamb | 8 | M | ||
| VENTILATION SCREEN | ||||
| 100 × 50 framing to screen | 19 | M | ||
| 150 × 50 builders mesh fixed to timber | 9 | M2 | ||
| frame | ||||
| FIXINGS | ||||
| M12 × 65mm bolt | 14 | No | ||
| 100 × 280 nail plate | 4 | No | ||
| D.P.C. | ||||
| 50mm three ply malthoid DPC | 9 | M | ||
| TOTAL CARRIED TO SUMMARY |
DOORS
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 25mm thick timber framed and braced door approx. 2000 high × 850 wide complete with 11/2 pairs of hinges | 2 | No | ||
| HARDWARE | ||||
| Galvanised steel ‘D’ type handle screw fixed to door | 4 | No | ||
| Hasp and staple lock to outside of door | 2 | No | ||
| Tower bolt | 2 | No | ||
| TOTAL CARRIED TO SUMMARY |
ROOF CLADDING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 0.4mm currugated galvanised roofing iron fixed to timber purlins | 42 | M2 | ||
| Galvanised iron verge flashings | 18 | M | ||
| Galvanised iron gutter | 6.6 | M | ||
| Galvanised iron downpipe | 2.2 | M | ||
| Connect down pipe into drain | 1 | No | ||
| TOTAL CARRIED TO SUMMARY |
DRAINAGE
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Rates for excavation shall include for all backfilling | ||||
| Excavate 0–1.5m deep for 100 dia. pipework | 4.2 | M | ||
| Supply and lay in trench, under floor slab, either 100 dia. PVC or 100 dia. vitrified clay pipes | 4.2 | M | ||
| Connection to sump | 1 | No | ||
| TOTAL CARRIED TO SUMMARY |
SOLID PLASTER
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 20mm solid plaster in 3 coats to concrete and concrete block (or brick) walls | 37 | M2 | ||
| Form coving at wall and floor junction | 21 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
ELECTRICAL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Supply, install and connect up suitable mains cable, run from the supply authorities main to connect to switchboard | 1 | No | ||
| Provide suitable meter to the supply authorities requirements | 1 | No | ||
| Supply, install and wire up complete suitable switchboard. Include for metal cabinet and fixing to wall | 1 | No | ||
| Wire up for light switch, run from switchboard | 1 | No | ||
| Wire up for light outlet | 2 | No | ||
| Supply and install 2 tube × 65 watt batten type fluorescent light fittings. Include for tubes | 2 | No | ||
| TOTAL CARRIED TO SUMMARY |
MODULAR SMALL ABATTOIR
AND MEAT MARKET
EQUIPMENT
Supply the following list of equipment.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Small stock bleeding hoist (Equipment No. 1.1) | 1 | No | ||
| Cattle bleeding hoist (Equipment No. 1.2) | 1 | No | ||
| Stunning pistol (Equipment No. 1.4) | 1 | No | ||
| Spreader (Equipment No. 4.3) | 1 | No | ||
| Hand spreader hoist (Equipment No. 4.4) | 1 | No | ||
| Electric hoist, (Equipment No. 4.5) as alternative to Equipment No's 1.2 and 4.4 | 1 | No | ||
| Head work-up rail (Equipment No. 4.6) | 1 | No | ||
| Working platform (Equipment No. 4.8) | 1 | No | ||
| Chopping Block (Equipment No. 7.3) | 1 | No | ||
| Hide horse (Equipment No. 9.1) | 1 | No | ||
| Hide drying frames (Equipment No. 9.2) | * | No | ||
| Robertson B7900 or similar cattle bleeding shackle and chain (Equipment No. 10.1) | 2 | No | ||
| Robertson B7900 (but with 4mm chain) small stock bleeding shackle and chain (Equipment No. 10.2) | 6 | No | ||
| Robertson M0013 plus M500 small stock and beef quarters skids and hooks (Equipment No. 10.3) | * | No | ||
| Robertson M3010 Batchelor type goat gambrels (Equipment No. 10.4) | * | No | ||
| Robertson P4200 pig gambrels (Equipment No. 10.5) | * | No | ||
| NOTE * Numbers required are to be determined in line with expected killing patterns. | ||||
| TOTAL CARRIED TO MAIN SUMMARY | ||||
