MODULAR SMALL ABATTOIR
AND MEAT MARKET
GENERAL NOTES TO THE SCHEDULE OF QUANTITIES
The schedule of quantities has been prepared in sections, as shown on the main summary sheet, to enable the various options available, to be included/excluded, as the need arises.
There are options within the various sections, and these have been measured in such a way that inclusion/exclusion can be easily identified.
Where aspects of work relate to a particular section they have generally been measured within that section.
Refer to the Site Works Section for exclusions under this section.
The Preliminaries Section is to be read in conjunction with the whole project.
MODULAR SMALL ABATTOIR
AND MEAT MARKET
MAIN SUMMARY
| $ | ||
|---|---|---|
| Slaughter House | ||
| Lairage | ||
| Tripery | ||
| Cutting and Processing | ||
| Chiller | ||
| Boiler | ||
| Drainage and Waste | ||
| Siteworks | ||
| Meat Market | ||
| Equipment | ||
| Contractors Margin | ||
| TENDER AMOUNT |
MODULAR SMALL ABATTOIR
AND MEAT MARKET
SLAUGHTER HOUSE
SUMMARY
| $ | ||
|---|---|---|
| Preliminaries | ||
| Excavation | ||
| Concrete | ||
| Reinforcing Steel | ||
| Concrete Masonry/Brickwork | ||
| Metal Work | ||
| Carpentry | ||
| End Roof Frames | ||
| Roof Structure | ||
| Option A Timber | ||
| Option B Welded Steelwork | ||
| Option C Bolted Steelwork | ||
| Lifting Beam | ||
| Option A Timber | ||
| Option B Steel | ||
| Doors | ||
| Option A Timber Frame | ||
| Option B Steel Frame | ||
| Roof Cladding | ||
| Plumbing | ||
| Solid Plaster | ||
| Electrical | ||
| TOTAL CARRIED TO MAIN SUMMARY | ||
PRELIMINARIES
This schedule of quantities is to be read in conjunction with the drawings and specification.
This preliminaries section is to be used for all the production modules, service modules and meat market.
The schedule has been prepared on the basis of a flat site without the need for hardfill.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Tenderers shall visit the site and make themselves fully conversant with all factors which may affect the tender price and allow accordingly. | 1 | SUM | ||
| Allow to give all notices obtain all fees and levies to the Government and/or Local Authorities having jurisdiction over the works. | 1 | SUM | ||
| Allow to comply with all Acts of Parliament and Regulations made thereunder applicable to the works. | 1 | SUM | ||
| Allow to provide fencing, boardings, lighting and a nightwatchman all as required for the protection of the works. | 1 | SUM | ||
| Allow for all temporary scaffolding as required to construct the works. | 1 | SUM | ||
| Allow to set out the works. | 1 | SUM | ||
| Allow to provide temporary drainage to ensure that the site does not flood during heavy rainfall. | 1 | SUM | ||
| Allow for all other site establishment and associated costs necessary to carry out the works | 1 | SUM | ||
| TOTAL CARRIED TO SUMMARY | ||||
| QUANTITY | UNIT | UNIT RATE | TOTALPRICE | |
|---|---|---|---|---|
| Clear site of all vegetation | 50 | M2 | ||
| Excavate down to sand level | 2.4 | M3 | ||
| Excavate for footings | 1.3 | M3 | ||
| Extra value for forming batter | 17.8 | M | ||
| Backfill to foundations | 0.7 | M3 | ||
| Remove surplus spoil | 3 | M3 | ||
| 50mm blinding sand under slab | 16.6 | M2 | ||
| SUMP | ||||
| Excavate for sump | 0.22 | M3 | ||
| Backfill | 0.11 | M3 | ||
| Remove surplus spoil | 0.11 | M3 | ||
| TOTAL CARRIED TO SUMMARY | ||||
CONCRETE
Rates for concrete shall include for vibrating and for placing around rod and mesh reinforcement.
Rates for formwork shall include for all bracing and support, nails, bolts, ties and the like and all labours in erecting, striking and removing.
Rates, for concrete shall include for all screeds and screeding.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATIONS AND SLAB | ||||
| 25MPa Concrete | 3.6 | M3 | ||
| Formwork to last | 5.5 | M2 | ||
| Formwork 0–100mm wide to form channel | 12 | M | ||
| Form slab to falls | 20 | M2 | ||
| Provide broom finish to slab | 20 | M2 | ||
| 0.25mm thick polythene damp-proof sheet | 22 | M2 | ||
| Form construction joint to floor slab. Include for 10 × 10 poly sulphide sealant | 4.2 | M | ||
| COLUMNS | ||||
| 25MPa concrete | 1.3 | M3 | ||
| Formwork to sides of last 200mm wide | 133 | M | ||
| Take delivery and cast in 50 × 50 × 5 L to top of columns | 8 | No | ||
| Supply and cast in 150mm into concrete M12 bolts | 8 | No | ||
| LINTELS | ||||
| 25MPa concrete | 0.7 | M3 | ||
| Formwork to sides of last 200mm wide | 36 | M | ||
| Ditto to soffit of lintels ditto | 18 | M | ||
| Take delivery and cast 125mm into concrete 50 × 6 m.s. flat | 6 | No | ||
| Supply and cast in 175mm long M10 bolts | 96 | No | ||
| Ditto 140mm long M12 bolts | 29 | No | ||
| DOOR PILLARS | ||||
| 25MPa concrete | 0.4 | M3 | ||
| Formwork to sides of last 0–100 wide | 31 | M | ||
| Ditto 200–300 wide | 31 | M | ||
| Form chamfer to edges | 42 | M | ||
| WALL INFILLS | ||||
| 25MPa concrete | 0.20 | M3 | ||
| Formwork to sides of last 100–200 wide | 13 | M | ||
| SUMP | ||||
| 25MPa concrete | 0.1 | 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 galvanised steel pipe complete with bends | 1 | No | ||
| FLOOR RINGS | ||||
| Supply and cast into floor slab floor rings all as detailed | 2 | No | ||
| DOOR STOPS | ||||
| Take delivery of 50 × 50 × 5 L × 200 long and cast into concrete apron | 4 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
REINFORCING STEEL
Reinforcing weights have been calculated from standard average tables and no allowanc has been made for rolling margin.
Rates shall include for the supply, cutting, bending, cranking, hooking, delivery and placing, and for all necessary tie wire, chairs, spacers and the like.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATION AND SLAB | ||||
| D12 rods to foundations | 49 | kg | ||
| D16 rods as column starters | 38 | kg | ||
| R10 rods as slab starters | 22 | kg | ||
| COLUMNS | ||||
| D16 rods to columns | 211 | kg | ||
| D12 rods as lintel starters | 11 | kg | ||
| R6 ties | 20 | kg | ||
| LINTELS | ||||
| D12 rods | 31 | kg | ||
| R6 ties | 7 | kg | ||
| DOOR PILLARS | ||||
| D12 rod | 5 | kg | ||
| WALL INFILLS | ||||
| D12 rods | 9 | kg | ||
| SUMP | ||||
| D12 rods | 16 | kg | ||
| D12 rod 200mm long welded to steel pipe | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
CONCRETE MASONRY/BRICKWORK
Rates for both concrete masonry and brickwork shall include for all straight cutting, cutting of holes and chases for pipes, clean out of openings, cleaning down on completion and for making good on completion.
Rates shall also include for pointing of exposed joints.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| EITHER: | ||||
| 150mm hollow concrete blocks laid in stretcher bond | 26 | M2 | ||
| OR: | ||||
| 100mm solid fired clay bricks laid in stretcher bond | 26 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
METAL WORK
Rates shall include for the supply, fabrication, delivery, hoisting and erecting complete in place cutting to length machining ends and for any temporary bracing and templates.
Rates for welding shall include for all necessary preparation of metals and for grinding off all exposed welds.
Rates for bolts shall include for nuts and washers.
Rates for plates, cleats and the like shall include for all cutting.
All weights have been calculated from standard tables and no allowance has been made for rolling margin.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| CASTING INTO CONCRETE | ||||
| Supply and hand to Concretor 50 × 50 × 5 L, 400mm long, drilled twice to take M12 bolts | 8 | No | ||
| Ditto 50 × 6 × 180 long ms flat, drilled once to take M20 rod | 6 | No | ||
| Ditto 200 long, 50 × 50 × 5 L with rubber buffer | 4 | No | ||
| CHANNEL GRATING | ||||
| FW3 web grating 1200mm long × 250 wide | 1 | No | ||
| CHANNEL OUTLET GRATE | ||||
| 150 dia galvanised metal grating over channel outlet | 1 | No | ||
| SUMP | ||||
| 410 × 320 × 6mm plate as sump cover | 1 | No | ||
| CARCASS RAILS | ||||
| M20 rod with threaded ends, and double nuts to each end | 17 | kg | ||
| 50 × 50 × 5 L drilled three times for M12 bolts and once for M20 rod | 90 | kg | ||
| Ex 60 × 5 steel flat 110mm long | 11 | No | ||
| 75 × 12 steel flat | 56 | kg | ||
| Extra value for forming to bend | 1 | SUM | ||
| 4mm site fillet weld | 3.5 | M | ||
| Allow to coat meat rails with an edible oil | 1 | SUM | ||
| PRIMING | ||||
| Prepare and apply one coat of anit-corrosive primer to all steel work | 9 | M2 | ||
| PIG SCALD TANK | ||||
| Construct the pig scalding tank, Equipment No. 2.1 all as detailed on drawing 13, complete with lifting cradle | 1 | No | ||
| SCRAPING TABLE | ||||
| Construct the scraping table, Equipment No. 2.3 all as detailed on drawing 14 | 1 | No | ||
| VISCERA INSPECTION TABLE | ||||
| Construct the viscera inspection table, Equipment No. 3.2 all as detailed on drawing 14 | 1 | No | ||
| DRESSING CRADLE | ||||
| Construct the dressing cradle, Equipment No. 4.1 all as detailed on drawing 15 | 1 | No | ||
| GUT BUGGY | ||||
| Construct standard designed gut buggy Equipment No. 4.7 from galvanised mild steel (or optionally stainless steel) with stainless steel pluck pan (Koch 1701.11 or similar) | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
CARPENTRY
Rates shall include for all labours, cutting, notching, mitres, housing, scribes, sinkings, machining, fixings other than bolts, metal anchors and connectors, and for all waste and laps.
Rates for all types of bolts shall include for boring of timber and for all nuts and washers.
Rates for cladding shall include for stopping all nail holes, joints and imperfections.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| WALLS | ||||
| 100 × 50 timber framing | 168 | M | ||
| Bituminous as damp proof course to last | 54 | M | ||
| 150 × 50 building mesh fixed to timber framing | 19 | M2 | ||
| Nylon insect mesh tied to last | 19 | M2 | ||
| Glavanised beading strip | 42 | M | ||
| 7.5mm thick asbestos cement or similar fibre cement cladding | 17 | M2 | ||
| Prepare prime and apply two coats high gloss enamel to asbestos cement wall cladding. | 33 | M2 | ||
| MISCELLANEOUS | ||||
| 0.4mm galvanised iron shield screw fixed to wall, girth 225mm | 6 | M | ||
| Prepare, prime and apply 2 coats high gloss enamel to last | 1.4 | M2 | ||
| Hardwood rubbing block bolted to wall | 6.2 | M | ||
| M12 bolts | 12 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
END ROOF FRAMES
Refer to the preambles in the “Carpentry Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 100 × 50 rafters | 12 | M | ||
| R6 wire tie and staple | 4 | No | ||
| 100 × 50 purlins | 68 | M | ||
| 100 × 50 blocking between rafters | 14 | M | ||
| Ditto between purlins | 12 | M | ||
| 150 × 50 blocking member to rafters, each 200 long | 4 | No | ||
| M12 bolts last | 4 | No | ||
| Bituminous damp proof course between concrete and timber blocking | 4 | No | ||
| 100 × 50 nailing block to take lifting beam each 370mm long | 8 | No | ||
| 100 × 50 nailing block to take purlins each 200mm long | 20 | No | ||
| 100 × 50 fascia board | 12 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF STRUCTURE
OPTION A - TIMBER
Refer to the preambles in the “Carpentry Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 250 × 32 bottom chord nailed together | 17 | M | ||
| R6 wire tie and staple | 4 | No | ||
| Form 80 × 30 bevel on top edge of bottom chord | 4 | No | ||
| M12 bolts | 8 | No | ||
| Bitumious damp-proof course | 4 | No | ||
| 100 × 50 rafters | 12 | M | ||
| 100 × 50 truss member | 3.3 | M | ||
| 5/75 Nails | 6 | No | ||
| 100 × 50 bracing | 2.9 | M | ||
| 150 × 50 brace | 2 | M | ||
| 6 × 60 LNG nail plates | 2 | No | ||
| M12 bolts | 9 | No | ||
| 65 × 65 washers | 4 | No | ||
| R6 wire ties from R20 rod to purlin above | 4 | No | ||
| 60 × 5 flat, 220mm long drilled 2 times for M12 bolts and once for R20 rod | 4 | No | ||
| R20 rod | 35 | kg | ||
| 150 × 50 blocking member to truss, each 200 long | 4 | No | ||
| M12 bolts to last | 4 | No | ||
| Bituminous damp-proof course between concrete and timber blockings | 4 | No | ||
| 100 × 50 nailing block to take purlins each 200mm long | 20 | No | ||
| 200 × 25 ridgeboard | 2.1 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF STRUCTURE
OPTION B - WELDED STEELWORK
Refer to the preambles in the “Metalwork Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 50 × 50 × 5 L as bottom chord | 49 | kg | ||
| Splay cut ends | 6 | No | ||
| 50 × 50 × 5 L as rafter | 47 | kg | ||
| Splay cut ends | 4 | No | ||
| 50 × 50 × 5 L as struts | 29 | kg | ||
| Double splay cut ends | 8 | No | ||
| Splay cut ends | 8 | No | ||
| 136 × 90 × 6mm plate cut to shape, drilled twice for M12 bolts | 4 | No | ||
| M12 bolts, 40mm long | 8 | No | ||
| 100 × 80 × 5 purlin cleat drilled twice for M12 bolts | 20 | No | ||
| M12 bolts 125mm long | 40 | No | ||
| 50 × 50 × 5 L as truss bracing | 17 | kg | ||
| Double splay cut ends | 2 | No | ||
| 50 × 50 × 5 cleat drilled once for M12 bolts | 3 | No | ||
| M12 bolts | 3 | No | ||
| R20 rod | 35 | kg | ||
| 100 × 40 × 6mm plate cut to shape | 4 | No | ||
| 4mm fillet welds | 4.3 | M | ||
| 4mm single v butt weld | 10.4 | M | ||
| 4mm double fillet weld | 4.4 | M | ||
| Prepare and apply one coat of zinc anti-corrosive primer to all steelwork | 7.7 | M2 | ||
| Apply 2 coats of enamel to exposed steelwork | 7.7 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF STRUCTURE
OPTION C - BOLTED STEELWORK
Refer to the preambles in the “Metalwork Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 50 × 50 × 5 L as bottom chord | 49 | kg | ||
| Splay cut ends | 6 | No | ||
| 50 × 50 × 5 L as rafter | 47 | kg | ||
| 50 × 50 × 5 L as struts | 29 | kg | ||
| Drill all of last for M12 bolts | 88 | No | ||
| M12 bolts | 56 | No | ||
| Ex 200 × 130 × 6mm plate cut to shape and drilled four times for M12 bolts | 4 | No | ||
| 100 × 80 × 5mm purlin cleat drilled twice for M12 bolts | 20 | No | ||
| 94 × 54 × 5mm angle plate drilled | 4 | No | ||
| 4 times for M12 bolts | ||||
| M12 bolts | 16 | No | ||
| Drill 50 × 50 × 5 L for last | 24 | No | ||
| 40 × 40 × 5mm plate spacers once drilled for M12 bolts | 9 | No | ||
| M12 bolts | 9 | No | ||
| Drill 50 × 50 × 5 L for last | 9 | No | ||
| 50 × 50 × 5 L as truss bracing | 17 | kg | ||
| 50 × 50 × 5 cleat once drilled for M12 bolts | 3 | No | ||
| Drill 50 × 50 × 5 L for last | 3 | No | ||
| M12 bolts | 3 | No | ||
| R20 rod | 35 | kg | ||
| 100 × 40 × 6mm plate cut to shape and drilled once for M12 bolt | 4 | No | ||
| M12 bolts | 4 | No | ||
| 5mm fillet weld | 0.4 | M | ||
| 4mm double fillet weld | 4 | M | ||
| Prepare and apply one coat of zinc anti-corrosive primer to all steelwork | 7.9 | M2 | ||
| Apply 2 coats of enamel to exposed steelwork | 7.9 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
LIFTING BEAM
OPTION A - TIMBER
Refer to the preambles in the “Carpentry Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 200 × 50 lifting beam, nailed | 16 | M | ||
| together | ||||
| 200 × 50 beam | 1.5 | M | ||
| M12 bolts with 50 × 50 × 3 washers | 33 | No | ||
| M12 bolts | 6 | No | ||
| 50 × 50 × 5 angle 450 long drilled | 2 | No | ||
| 6 times for M12 bolts | ||||
| TOTAL CARRIED TO SUMMARY | ||||
LIFTING BEAM
OPTION B - STEEL
Refer to the preambles in the “Metalwork Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 102 × 51 channel lifting beam | 83 | kg | ||
| 102 × 51 channel beam | 16 | kg | ||
| 100 × 50 spacer block | 1 | No | ||
| Drill channel for 12mm bolts for last | 2 | No | ||
| M12 bolts 200mm long | 2 | No | ||
| 50 × 50 × 5 angle 100mm long | 1 | No | ||
| Drill last for M12 bolts | 4 | No | ||
| M12 bolts 35mm long | 4 | No | ||
| Prepare and apply one coat of zinc anti-corrosive primer to steelwork | 3.9 | M2 | ||
| Apply 2 coats of enamel to exposed | 3.9 | M2 | ||
| steelwork | ||||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION A - (Timber Frame)
Refer to the preambles in the “Carpentry” and “Metalwork” Trade Sections.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 88 | kg | ||
| 60 × 60 × 12mm thick steel packers | 58 | No | ||
| 100mm dia. steel wheel | 8 | No | ||
| 3mm washer behind last | 8 | No | ||
| M16 axle bolt approx. 120mm long | 8 | No | ||
| 60 × 5 × 160mm long ms straps | 16 | No | ||
| M12 bolts 80mm long | 16 | No | ||
| Adjustable door stops to ends of rail | 8 | No | ||
| 25 NB tube 200mm long set into concrete apron | 4 | No | ||
| 75 × 50 packers fixed to concrete | 20 | M | ||
| Bituminous damp-proof course between concrete and last | 20 | M | ||
| 100 × 50 door frame | 52 | M | ||
| EITHER: | ||||
| 9mm plywood cladding | 15 | M2 | ||
| OR: | ||||
| 12mm dressed timber | 15 | M2 | ||
| Prime cladding and frame with an oil based alkyd and apply 2 coats high gloss exterior paint | 45 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to all steelwork | 3.1 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 4 | No | ||
| Ditto fixed to timber frame | 4 | No | ||
| Hasp and staple | 4 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
DOORS
OPTION B – (Steel Frame)
Refer to the preambles in the “Metalwork Trade Section”.
| QUANTITY | UNIT | UNIT RATE | TOTALPRICE | |
|---|---|---|---|---|
| 75 × 12 rail | 88 | kg | ||
| 60 × 60 × 12mm thick steel packers | 58 | No | ||
| 100mm dia. steel wheel | 8 | No | ||
| 3mm washers behind last | 8 | No | ||
| R16 axle pin welded to angle | 8 | No | ||
| 60 × 60 × 5 ms plate | 8 | No | ||
| 100 × 100 × 5 ms plate | 8 | No | ||
| Adjustable door stops to ends of rail | 8 | No | ||
| 25 NB tube 200mm long set into concrete apron | 4 | No | ||
| 75 × 50 packers fixed to concrete | 20 | M | ||
| Bituminous damp-proof course between | 20 | M | ||
| concrete and last | ||||
| 50 × 50 × 5 L as frame | 201 | kg | ||
| Double splay cut ends | 16 | No | ||
| Welding | 10 | M | ||
| 1.3mm thick galvanised flat sheet cladding screw fixed to steel frame | 16 | M2 | ||
| Prepare and apply one coat of zinc anti-corrosive primer and 2 coats of enamel to steelwork | 10 | M2 | ||
| HARDWARE | ||||
| Galvanised D type handle fixed to cladding | 4 | No | ||
| Ditto fixed to steel frame | 4 | No | ||
| Hasp and staple | 4 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF CLADDING
Rates for roofing shall include for all straight cutting, fixings, laps and priming where applicable.
Rates for flashings and the like shall include for all joints in running length, expansion joints and for all fixings.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 0.4mm corrugated galvanised roofing iron fixed to timber purlins | 42 | M2 | ||
| Galvanised iron lead edge ridge capping | 6.8 | M | ||
| Galvanised iron verge flashings | 12 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
PLUMBING
All work shall comply with the construction requirements as laid down by Government or Local Authority.
Rates for pipework shall include for all running joints, supports, fixings and for boring or checking of timber as required.
Rates for pipework of less than 25 dia shall include for all fittings such as, bends, elbows, junctions and the like.
Rates for valves and the like shall include for all joints to pipework.
Pipework to the amenities block has not been included.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| COLD WATER SUPPLY | ||||
| 25mm dia medium galvanised pipework laid in trench (provisional measure) | 43 | M | ||
| Ditto in free standing vertical rise | 4 | M | ||
| Ditto in vertical rise fixed to concrete block wall | 6 | M | ||
| Ditto in horizontal run fixed to timber work | 6.5 | M | ||
| Extra value over pipework for bends | 13 | No | ||
| Ditto for 25 × 25 × 25 tee junction | 5 | No | ||
| Allow for connection to existing 25mm dia. pipework | 1 | SUM | ||
| Ditto to boiler | 1 | No | ||
| HOT WATER SUPPLY | ||||
| 25mm dia. medium galvanised pipework laid in trench | 9 | M | ||
| Ditto in vertical rise fixed to concrete blockwork | 10 | M | ||
| Ditto in horizontal run fixed to timber work | 10 | M | ||
| Extra value over pipework for bends | 7 | No | ||
| Ditto for 25 × 25 × 25 tee junction | 1 | No | ||
| Allow for connection to boiler | 1 | No | ||
| STEAM PIPEWORK | ||||
| 25mm dia black medium pipework as overhead pipework, rising from the boiler. Include for all vertical supports as required | 9 | M | ||
| Ditto in horizontal run fixed to concrete blockwork | 7 | M | ||
| Extra value over pipework for bends | 5 | No | ||
| Allow for connection to boiler | 1 | No | ||
| VALVES | ||||
| Supply and fit 25mm dia. isolating valve to water supply pipework | 3 | No | ||
| Ditto foot operated water valves to ditto (Koch 1929 or similar) | 4 | No | ||
| Ditto to steam pipework | 2 | No | ||
| FITTINGS | ||||
| Supply and fix suitable wash hand basin to concrete block walls. Basins to be complete with galvanised iron frame and back splash | 2 | No | ||
| Supply and install water tank all as detailed on drawing | 1 | No | ||
| Ditto water pump all as specified | 1 | No | ||
| GENERAL | ||||
| Allow to pressure test the pipework on completion | SUM | |||
| TOTAL CARRIED TO SUMMARY | ||||
SOLID PLASTER
Rates shall include for preparation of all surfaces to receive plaster.
Rates shall include for making good around and pointing up to pipes, brackets and the like and for all internal angles.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 20mm solid plaster in 3 coats to concrete and concrete block (or brick) walls | 34 | M2 | ||
| Ditto to channel 330 girth | 5.6 | M | ||
| Extra value over last for coving | 24 | M | ||
| Ditto for external curved angle | 5.6 | M | ||
| Form coving at wall and floor junction | 7.2 | 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 the switchboard located on exterior wall | 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 exterior wall | 1 | No | ||
| Wire up for light switches, run from switchboard | 2 | No | ||
| Wire up for light outlets | 5 | No | ||
| Supply and install, 2 tube × 65 watt batten type fluorescent light fittings. Include for tubes | 4 | No | ||
| Ditto 70 watt self ballasted mercury vapour light fitting. Include for weatherproof housing and lamp | 1 | No | ||
| Wire and connect up water pump | 1 | No | ||
| Ditto hoist | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
MODULAR SMALL ABATTOIR
AND MEAT MARKET
LAIRAGE
SUMMARY
| $ | ||
| Excavation | ||
| Concrete | ||
| Reinforcing Steel | ||
| Concrete Masonry/Brickwork | ||
| Metal Work | ||
| Carpentry | ||
| Gates | ||
| Roof Cladding | ||
| Plumbing | ||
| Electrical | ||
| TOTAL CARRIED TO MAIN SUMMARY | ||
EXCAVATION
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Clear site of all vegetation | 88 | M2 | ||
| Excavate down to sand level | 2.4 | M3 | ||
| Excavate for footings | 3.4 | M3 | ||
| Extra value for forming batter | 31.4 | M | ||
| Backfill to foundations | 1.3 | M3 | ||
| Remove surplus spoil | 2.1 | M3 | ||
| 50mm blinding sand under slab | 48 | 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 | 8.1 | M3 | ||
| Formwork 0–200mm wide to form channel | 31.4 | M | ||
| Form slab to falls | 48 | M3 | ||
| Provide broom finish to slab | 48 | M2 | ||
| 0.25mm thick polythene damp-proof | 48 | M2 | ||
| sheet | ||||
| Form construction joint to floor | 13 | M | ||
| slab. Include for 20 × 10 | ||||
| polysulphide sealant | ||||
| COLUMNS | ||||
| EITHER OPTION A | ||||
| 25 MPa concrete | 1.4 | M3 | ||
| Formwork to sides of last 200mm wide | 13.3 | M | ||
| Take delivery and cast in 440 × 60 × 64 rafter fixing plate to to of columns | 16 | No | ||
| OR OPTION B | ||||
| 25 MPa concrete | 0.9 | M3 | ||
| Formwork to sides of last 200mm wide | 87 | M | ||
| LINTELS | ||||
| 25 MPa concrete | 0.4 | M3 | ||
| Formwork to sides of last 200mm wide | 30 | M | ||
| SUMP | ||||
| 25 MPa concrete | 0.1 | 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 | ||
| TOTAL CARRIED TO SUMMARY | ||||
REINFORCING STEEL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| FOUNDATION AND SLAB | ||||
| D12 rods to foundations | 63 | kg | ||
| D12 rods as column starters | 25 | kg | ||
| R10 rods as slab starters | 28 | kg | ||
| COLUMNS | ||||
| EITHER OPTION A | ||||
| D12 rods | 104 | kg | ||
| R6 ties | 19 | kg | ||
| OR OPTION B (No Roof) | ||||
| D12 rod | 43 | kg | ||
| R6 ties | 6 | kg | ||
| LINTELS | ||||
| D12 rod | 34 | kg | ||
| R6 ties | 4 | kg | ||
| SUMP | ||||
| D12 rods | 9 | kg | ||
| TOTAL CARRIED TO SUMMARY | ||||
CONCRETE MASONRY/BRICKWORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| EITHER | ||||
| 150mm hollow concrete blocks laid in stretcher bond | 40 | M2 | ||
| OR | ||||
| 100mm solid fired clay bricks laid in stretcher bond | 40 | M2 | ||
| TOTAL CARRIED TO SUMMARY | ||||
METAL WORK
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| OPTION A | ||||
| ROOF BRACING | ||||
| 20mm dia. rod brace threaded each end (in 4 No. lengths) | 26 | M | ||
| FIXING PLATES | ||||
| 440 × 60 × 6 rafter fixing plate drilled twice for M16 bolt with end splayed | 16 | No | ||
| OR OPTION B | ||||
| No roof | ||||
| TOTAL CARRIED TO SUMMARY | ||||
CARPENTRY
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| OPTION A | ||||
| ROOF FRAMING | ||||
| 300 × 50 rafters | 49 | M | ||
| 300 × 50 fascia board | 21 | M | ||
| 200 × 50 purlin | 52 | M | ||
| 150 × 50 purlin | 9 | M | ||
| 100 × 50 brace | 5 | M | ||
| M16 × 150mm long bolt | 16 | No | ||
| 3 ply malthoid damp proof course in 200 × 100mm squares | 8 | No | ||
| OR OPTION B | ||||
| No Roof | ||||
| TOTAL CARRIED TO SUMMARY | ||||
GATES
Gates are as per details on Drawing 9.
All welds to metal gates shall be 5mm fillet welds.
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| EITHER OPTION A | ||||
| METAL FRAMED GATES | ||||
| Gate type G1 size 1400 high × 1155 wide | 1 | No | ||
| Gate type G2 size 1100 high × 1250 wide | 1 | No | ||
| Gate type G3 size 1400 high × 1650 wide | 4 | No | ||
| Gate type G4 size 1100 high × 1650 wide | 4 | No | ||
| Gate type G5 size 1400 high × 1450 wide | 1 | No | ||
| OR OPTION B | ||||
| TIMBER FRAMED GATES | ||||
| Gate type G1 size 1400 high × 1155 wide | 1 | No | ||
| Gate type G2 size 1100 high × 1250 wide | 1 | No | ||
| Gate type G3 size 1400 high × 1650 wide | 4 | No | ||
| Gate type G4 size 1100 high × 1650 wide | 4 | No | ||
| Gate type G5 size 1400 high × 1450 wide | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
ROOF CLADDING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| 0.4mm corrugated galvanised roofing iron fixed to timber purlins | 68 | M2 | ||
| Galvanised iron flashings | 21 | M | ||
| TOTAL CARRIED TO SUMMARY | ||||
PLUMBING
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| COLD WATER SUPPLY | ||||
| 25mm dia. medium galvanised pipework laid in trench (provisional measure) | 3 | M | ||
| Ditto in vertical rise fixed to concrete block wall | 1 | M | ||
| Extra value over pipework for bends | 2 | No | ||
| Ditto for 25 × 25 × 25 tee junction | 1 | No | ||
| VALVES | ||||
| Supply and fit 25mm dia. belating valve to water supply pipework | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
ELECTRICAL
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Wire up for light switch, run from switchboard in slaughter house. Switch to be located on interior end wall of the slaughter house | 1 | No | ||
| Wire up for light outlets | 3 | No | ||
| Supply and install 100 watt GLS lamp and BC holders | 3 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
MODULAR SMALL ABATTOIR
AND MEAT MARKET
TRIPERY BUILDING
| $ | ||
|---|---|---|
| Excavation | ||
| Concrete | ||
| Reinforcing Steel | ||
| Masonry | ||
| Metalwork | ||
| Carpentry | ||
| Doors | ||
| Option A - Timber Frame | ||
| Option B - Steel Frame | ||
| Roof Cladding | ||
| Plumbing | ||
| Drainage | ||
| Solid Plaster | ||
| Electrical | ||
| TOTAL CARRIED TO MAIN SUMMARY |
Refer to the Slaughter House Schedule for the preliminaries and trade preambles.
EXCAVATION
| QUANTITY | UNIT | UNIT RATE | TOTAL PRICE | |
|---|---|---|---|---|
| Clear site of all 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 | ||
| PAUNCH SLAB | ||||
| Excavate for paunch slab | 1.2 | M3 | ||
| Backfill | 0.2 | M3 | ||
| Remove surplus spoil | 1 | M3 | ||
| 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 | 1.4 | M3 | ||
| Formwork to last | 3.1 | M2 | ||
| Form 100 × 20 deep recess in slab | 11.6 | M | ||
| Form 70 × 20 rebate | 3.3 | 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 200mm long 50 × 10 × 5 L and cast into concrete apron | 1 | No | ||
| PAUNCH SLAB | ||||
| 25 MPa concrete | 0.87 | M3 | ||
| Formwork 300mm wide | 4.2 | M | ||
| Formwork 250 mm 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 | 3.3 | M | ||
| Form 20 × 20 deep rebate | 4 | M | ||
| Form 70 × 20 recess in wall of upstand | 4 | M | ||
| Supply and cast in 560 long 100 dia. galvanised steel pipe complete with bends | 1 | No | ||
| SUMP | ||||
| 25 MPa concrete | 0.1 | 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 | ||
| 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 | |||
| PAUNCH SLAB | |||||
| D12 rods as dowels to foundations of building | 3 | kg | |||
| D12 rods | 9 | kg | |||
| SUMP | |||||
| D12 rods | 16 | kg | |||
| D12 200 long welded to steel pipe | 1 | No | |||
| TOTAL CARRIED TO SUMMARY | |||||
MASONRY
| 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 ms 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 | ||
| PAUNCH SUMP COVERS | ||||
| 420 × 320 × 6mm plate as sump cover | 1 | No | ||
| WASH TROUGH | ||||
| Construct wash trough Equipment No. 8.2 all as detailed on drawing 14 | 1 | No | ||
| CHANNEL GRATE | ||||
| 150 dia. cast iron grate over sump outlet | 1 | No | ||
| TOTAL CARRIED TO SUMMARY | ||||
