Return, fill in and ram well selected excavated materials to make up levels around wall foundations.

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Ashlee Marjory Lang
6 years ago
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1 ELEMENT NO. 1 EARTH WORKS & SUBSTRUCTURE [ALL PROVISIONAL] The works in this section includes all work up to and including ground floor slab :- Excavation / Earth works A. B. Clear the site of all bushes, shrubs, undergrowth, grab up roots and burn the arisings. (Entire site) Mass Excavation to reduce levels not exceeding 1.50 M deep from striped level load and cart away to a site authorised by the Local Authority. Excavate for trenches to receive foundations starting from reduced level as described:- 526 SM 50 26, CM ,250 C. Depths not exceeding 1.50 M from the reduced level 174 CM ,500 D Depths exceeding 1.5 M not exceeding 3.0 M from the reduced level Excavate pits to receive isolated column bases starting from reduced level as described:-. 32 CM 300 9,600 E Depths not exceeding 1.50 M from the reduced level 89 CM ,250 F Depths exceeding 1.5 M not exceeding 3.0 M from the reduced level Extra over all kinds of excavations irrespective of depth for :- 19 CM 300 5,700 G Excavating in Hard rock 23 CM 2,000 46,000 H I Load cut away and spread extra excavation material on sited as directected by the Architect. Return, fill in and ram well selected excavated materials to make up levels around wall foundations. 29 CM 250 7, CM ,100 Total carried to collection 234,950 LB/1

2 Wall:- A 200 mm rough dressed natural stone wall in cement : sand mortar (1:3). 144 SM 1, ,800 Ditto curved to any radius 26 SM 1,300 33,800 Filling B C D Approved hardcore filling well compacted in layers not exceeding 150 mm thick. 50 mm thick murram or other equal and approved blinding material to surface of hardcore (m.s.). "Gladiator" or other equal and approved anti-termite insecticide to hardcore surface applied in accordance with Manufacturer's written instructions. Plain concrete ( 1:4:8 ) as described in :- 61 CM 1,050 64, SM 50 10, SM ,800 E 50 mm thick under strip foundation 57 SM ,950 F Ditto but under column bases 26 SM 350 9,100 Reinforced concrete 1:2:4 as described in :- G Foundations 17 CM 10, ,500 H Column bases 8 CM 10,500 84,000 I Columns 2 CM 10,500 21,000 J Extra over concrete works for thicknessing 6 CM 10,500 63,000 K 150 mm ground floor slab 204 SM 1, ,300 L 100 mm thick mass concrete to receive Patterned Terrazzo tiles 129 SM ,700 Total carried to collection 1,057,200 LB/2

3 Sawn formwork as described to :- A Sides of strip foundations 150 mm mm girth 193 LM ,160 B Sides of column bases 26 SM ,400 C Vertical sides of column 22 SM 400 8,800 D Edges of slab 75 mm mm girth 60 LM 80 4,800 E Ditto but curved 17 LM 100 1,700 High Tensile Reinforcement Bars to B. S including cutting, bending and all necessary spacer blocks : (Provisional ) :- F Assorted bars 6789 KG ,680 G B. R. C. A 142 mesh reinforcement to Engineers specification 204 SM ,000 H 500 gauge polythene damp proof membrane 204 SM ,600 Plunking and strutting :- I J Allow for plunking and strutting to sides of all excavation to keep excavation free from all fallen materials. Water disposal Allow for keeping all excavation clear of surface and all running water. Plinth finishes ITEM 50,000 ITEM 50,000 K 12 mm thick cement : sand (1:3) plaster to plinth 38 SM ,400 L Three coats of bituminuos paint to plinth surfaces. 38 SM 250 9,500 Pavings M Compact ground to receive Mazeras Paving to Architects Approval 78 SM ,700 N Mazeras Paving to Architects Approval 78 SM 1,250 97,500 Total carried to collection 1,175,240 LB/3

4 A Patterned Terrazzo tiles to Architects Approval 129 SM 2, ,600 Total carried to collection 309,600 COLLECTION Carried forward from page RD/1 234,950 Carried forward from page RD/2 1,057,200 Carried forward from page RD/3 1,175,240 Brought down from page RD/4 309,600 Total of Substructure carried to Summary 2,776,990 LB/4

5 ELEMENT NO. 2 R. C. SUPERSTRUCTURE :- Reinforced Concrete ( 1:2:4 ) as described to :- A. Ring beams and Arches. 13 CM 10, ,500 B. Columns 4 CM 10,500 42,000 C. 150 mm thick suspended slab 173 SM 1, ,475 D. Ditto to staircase landing 4 SM 1,575 6,300 E. Staircase 5 CM 10,500 52,500 E. Steps 4 CM 10,500 42,000 F 100 mm thick worktop slab including all necessary reinforcement 6 SM 1,050 6,300 High Tensile Reinforcement Bars to B. S including cutting, bending and all necessary spacer blocks : ( Provisional ) :- G Assorted steel 6023 KG ,530 Sawn formwork as described to :- H Columns 66 SM ,400 I Sides and soffits of beams 116 SM ,400 J Formwork to soffit of suspended slab 174 SM ,600 K Edges of suspended slab 75 mm mm girth 49 LM 80 3,920 L Ditto but curved 17 LM 100 1,700 M Sloping soffit of staircase 9 SM 400 3,600 N Edges of risers mm girth 55 LM 80 4,400 O Soffites of landing 9 SM 400 3,600 P Arch mm 41 LM ,250 Total Superstructure carried Summary 1,390,475 ELEMENT NO. 3 LB/5

6 WALLING Smooth dressed and approved natural walling in Cement : sand ( 1:3 ) mortar to Architects details :- A. 200 mm thick external walling 217 SM 1, ,400 B. Ditto curved to any radius 67 SM 1,300 87,100 C D E Ditto but to planter plastered on the outside and water proofed with an approved water proof cement on the inside Extra over for filling the planter with approved soil mixed with manure Cement: Sand (1:3) Morter to receive Random rubble cladding 14 SM 2,700 37, CM 700 9, SM ,400 F Random rubble cladding to Architects approval 118 SM 1, ,600 G Approved 200 mm wide damp proof course laid to breaking joints with 150 mm laps in cement : sand (1:3) mortar. 95 LM ,000 Machine cut stone as described:- H 200 mm thick internal walling 197 SM 1, ,400 I Ditto but 150 mm thick ditto 31 SM 1,200 37,200 J Approved 200 mm wide damp proof course laid to breaking joints with 150 mm laps in cement : sand (1:3) mortar. 38 LM 200 7,600 K Ditto but 150 mm thick ditto 9 LM L Ditto in chimney stack and breast 29 cm ,800 M Random rubble cladding to Architects approval 46 SM 1,700 78,200 N 700 x 700 mm precast concrete coping on chimney 2 NO 4,500 9,000 O Ditto but 600 x 600 mm 2 NO 4,000 8,000 Total for Walling carried to Summary 1,061,500 ELEMENT NO. 4 WINDOWS LB/6

7 Standard steel casement windows divided into small equal panes average 250 x 200 mm panes complete with 16 mm square burglar proofing bars neatly welded behind the panes and in the same pattern as the panes including heavy duty brass closers and stay, 20 mm fixing lugs and one coat red oxide primer all as per Architect's details :- A Window size 3000 x 900 mm 5 NO 15,400 77,000 B Window size 3000 x 900 mm 5 NO 15,400 77,000 C Window size 2000 x 1200 mm 2 NO 9,500 19,000 D Window size 2000 x 1200 mm 2 NO 9,500 19,000 E Window size 3000 x 1500 mm 2 NO 18,400 36,800 F Window size 3000 x 1500 mm 2 NO 18,400 36,800 G Window size 2000 x 4750 mm 1 NO 80,500 80,500 H Window size 3000 x 900 mm 5 NO 15,400 77,000 I Window size 3000 x 900 mm 5 NO 15,400 77,000 Glazing :- 4 mm thick clear sheet glass fixed to metal frames with putty :- J Panes square metres 75 SM 1,200 90,000 K Ditto but obscure 5 SM 1,300 6,500 Prepare and apply three coats of gloss oil paint to :- L General surface of metal window frames 158 SM ,500 M Ditto to surface of burglar proofing 158 SM ,500 N Window Cill 150 x 20 mm thick clay window cill jointed and pointed in coloured cement : sand (1:5) mortar. 48 LM ,600 Total carried to collection 697,200 Wrot mahogany :- LB/7

8 150 x 150 mm pelmet box comprising of 150 x 20 mm A fascia and top and 50 x 50 mm battens 150 x 150 x 20 mm ends complete with two rows of brass curtain trucks. 48 LM 1,800 86,400 B 100 x 20 mm window board 48 LM ,600 C 20 mm quadrant 48 LM 200 9,600 Prepare and apply three coats of polyurethane lacquor to :- D Wooden surfaces not exceeding 100 mm girth 48 LM 25 1,200 E Wooden surfaces mm girth 48 LM 50 2,400 F Ditto mm 48 LM 75 3,600 Total carried to collection 124,800 COLLECTION Carried forward from page RD/7 697,200 Brought down from above 124,800 ELEMENT NO. 5 Total Windows carried to Summary 822,000 DOORS ( All to Architects details ) :- LB/8

9 Purpose made hard wood panel door overall size 900 x A 2400 mm high complete with holdback lugs all to Architect's details. 5 NO 15,120 75, mm thick standard MDF solid core: birch laminate door all to Architects detail :- B Ditto size 900 x 2400 mm. 9 NO 25, ,000 C Ditto but Double swing door 1 NO 30,000 30,000 Frames and Finishings Wrot Mahogany :- D 150 x 50 mm rebated door frame 74 LM 1, ,200 E 40 x 20 mm splayed and rounded architrave 74 LM ,500 F 20 mm quadrant 74 LM ,100 Ironmongery Supply and fix the following approved quality ironmongery to timber with matching screws :- G 100 mm heavy duty brass butt hinges 20 PRS 300 6,000 H I Five lever cylinder lock with a pair of decorative brass handles as per Union or other equal and approved catalogue Two lever mortice lock with a pair of decorative brass handles as per Union or other equal and approved catalogue 5 NO 7,000 35,000 9 NO 2,500 22,500 Total carried to collection 556,900 A Rubber door stop floor mounted 14 NO 200 2,800 B 150 mm brass tower bolt 9 NO 150 1,350 LB/9

10 C 900 x 300 mm high kicking plate 1 NO 2,500 2,500 Painting Prepare and apply one coat aluminium wood primer to back of frame before fixing to :- D. Surfaces not exceeding mm 64 LM 63 4,000 Prepare and apply three coats two - pack polyurethane lacquor to :- E. Timber surfaces mm girth 74 LM 105 7,770 Prepare and apply three coats polyeurethane varnish to mahogany doors :- F. General surfaces 55 SM ,500 Total carried to collection 34,920 COLLECTION Carried forward from page 1/9 556,900 Carried forward from above 34,920 Total Doors carried to Summary 591,820 ELEMENT NO. 6 FINISHES LB/10

11 Floors :- Cement : sand ( 1:4 ) in :- A 25 mm thick paving to receive parquet Floor finish 126 SM ,800 B Ditto to receive non- slip Ceramic tiles 79 SM ,700 C Ditto to receive Terrazzo 45 SM ,500 D Ditto to receive manufactured wood floor board 236 SM ,800 Parquet Floor Finish; E Hardwood parquet bonded to floor using an approved adhesive including polish 126 SM 1, ,000 F 15 mm thick approved Non- slip ceramic tiles bonded to floor with mortar and finished with matching grout.. 79 SM 1, ,600 G 15 mm thick Terrazzo paving including polish 45 SM 1,300 58,500 H I Manufactured wood floor board fixed to floor using an approved adhesive (or any other method approved by the architect) to Architects approval Skirtings 100 x 20 mm wrot mahogany skirting with a rounded edge and coved at junction with floor. 236 SM 2, , LM ,100 J 100 x 20 mm ceramic skirting ditto. 64 LM ,400 Prepare surface and apply three coats of clear polyurethane varnish to timber :- K Surface not exceeding 100 mm girth 326 LM 35 11,410 Total carried to collection 1,218,210 Walls :- A 12 mm thick cement and sand ( 1:4 ) plaster to walls and beams internally applied in two coats. 675 SM ,500 LB/11

12 B Ditto to receive glazed wall tiles internally 37 SM ,100 C D 250 x 200 x 8 mm thick first quality coloured ceramic wall tiles including border tiles as imported tiles range catalogue. 12 mm thick cement : sand (1:4) plaster to walls and beams externally. 37 SM 1,500 55, SM ,200 Keying to walling externally 117 SM ,250 Painting [Paint to be first quality Crown Paints Kenya Range] - to Architect's approval :- E F Prepare and apply three coats silk emulsion paint to internal wall and beam surfaces Prepare and apply three coats silk emulsion paint to external beam surfaces Worktop Finishes 675 SM , SM ,000 Granito finish to worktops to Architects Approval 25 SM 5, ,000 Total carried to collection 616,300 Ceiling 12 mm thick cement : sand ( 1:4 ) plaster to :- A Suspended slab 180 SM 1, ,000 LB/12

13 Ceiling Impregnated sawn cypress B 50 x 50 mm brandering 729 LM ,900 C Celotex Ceiling board secretly nailed to 50 x 50 mm brandering (Ms). 202 SM 1, ,600 D 75 x 25 mm moulded prime grade podo cornice 245 LM ,750 Prepare and apply three coats plastic emulsion as crown or other equal and approved catalogue to :- E Plastered surfaces 181 SM ,300 F Ditto but to surfaces of celotex ceiling boards 202 SM ,600 Total carried to collection 858,150 Staircase finishes Cement : sand (1:4 ) in :- A 30 mm thick paving finished to receive non - slip tiles 5 SM LB/13

14 Staircase non-slip tiles B 300 x 10 mm in treads including 3 No. 5 x 5 mm anti - slip grooves to Architect's details. 14 LM 450 5,400 C 150 x 10 mm in risers 14 LM 225 2,700 D 250 x 10 mm in waiste cut to profile 8 LM 375 2,625 E 300 x 300 x10 mm thick in landings 6 SM 1,500 7,500 F 100 x 10 mm skirting 15 LM 150 1, mm thick cement : sand ( 1:4 ) plaster to :- G Soffit of sloping stair 8 SM 300 2,400 H Soffit of landing 3 SM Prepare and apply three coats plastic emulsion as crown or other equal and approved catalogue to :- I Soffit of sloping staircase 8 SM 250 2,000 J Soffites of landing 3 SM K Railing :- 30 x 30 x 950 mm solid steel twisted balusters welded onto 40 x 3 mm thick flats top and bottom including 75 x 50 mm moulded mahogany handrail fixed to 40 x 3 mm thick flats with screws at 400 mm centres all to the Architect's details. Prepare and apply three coats of polyuretene lacquer to :- 12 LM 4,500 54,000 L Surfaces of timber not exceeding mm girth 12 LM 105 1,260 Total carried to collection 82,385 Prepare and apply three coats gloss oil paint on :- A. Metal surfaces 24 SM 250 6,000 Bulcony Railing LB/14

15 30 x 30 x 950 mm solid steel twisted balusters welded B onto 40 x 3 mm thick flats top and bottom including 75 x2 mm circular handrail welded to 40 x 3 mm thick flats all to the Architect's details. 125 LM 4, ,500 Prepare and apply three coats gloss oil paint on :- C Prepare and apply two undercoats and one coat of gloss oil paint to surface of metal. 106 SM ,500 Total carried to collection 595,000 COLLECTION Carried forward from page RD/11 1,218,210 Carried forward from page RD/12 616,300 Carried forward from page RD/13 858,150 Carried forward from page RD/14 82,385 Brought down from page RD/15 above 595,000 Total for Finishes carried to Summary 3,370,045 ELEMENT NO. 7 JOINERY FITTINGS (All Provisional ) LB/15

16 3800 x 600 x 2700 mm high wardrobe comprising 100 mm thick mass concrete 1:3:6 plinth steel trowelled screed, wrot prime grade mahogany frames, 20 mm thick A MDF Laminate doors, 20 mm Laminated chipboard lipped to shelves, divisions, drawers, shoerack, Brass ironmongery, 20 mm diameter hanging rail, three Spray paint where applicable and all formwork as per Architect's details. 1 NO 55,404 55,404 B Ditto3000 x 600 x 2700mm high 1 NO 43,740 43,740 C Ditto 2200 x 600 x 2700mm high 1 NO 32,076 32,076 Cabinet E F G 2600 x 600 x 900 mm worktop comprising 100 mm thick mass concrete 1:3:6 plinth steel trowelled screed,20 mm thick porcelain top on blockboard backing,breakfast top Over all 1200 x 1200, 20 mm thick Medium Density Fibre drawers, shelves, doors and partition as necessary, wrot mahogany frame, brass ironmongery including spray painting all as per Architect's details. High level shelving size 2600 x 600 x 600 mm in two levels comprising 20 mm laminated chipboard tops, bottom, sides, sliding doors, 50 x 25 mm Mahogany battens, Brass ironmongery and three coats oil paint to timber surfaces as per Architect's details. Allow a Provisional Sum of Kenya Shillings Fifty Thousand (Kshs. 50,000.00) only for Additional Joinery Work. 22 NO 45, ,000 7 NO 39, ,000 SUM 50,000 Total Joinery fittings Carried to Summary 1,444,220 ELEMENT NO. 8 ROOF ROOF STRUCTURE & COVERING LB/16

17 The following in structural steel to B.S.4449 connected through welded and bolted joints A Ridge Truss girder 150 x 75 x 4mm RHS 1054 KG ,800 B Ditto But Size 75 x 50 x 3mm RHS 573 KG ,600 C Valley Truss girders 150 x 75 x 4mm RHS 1054 KG ,800 D Ditto; but size 75 x 50 x 3mm RHS 499 KG ,800 E Annular ring 100 x 100 x 4mm SHS 114 KG ,800 F Space girders 150 x 75 x 4mm RHS 2074 KG ,800 G Space girders 75 x 50 x 3mm RHS 192 KG ,400 H 150 x 50 x 2mm Z- purlins 2076 KG ,200 Roof Covering Duratile roof tiles laid on IT5 profiled sheets (ms) srewed to approval on Z-purlins and including all necessary water proofing to approval as described in :- K Duratile roof coverings 183 SM 2, ,600 L Gauge 28 profiled IT5 sheets screwed to Z-purlins 183 SM 1, ,600 Total carried to collection 2,149,400 Fascia eaves linings :- LB/17

18 Eaves lining consisting of 100 mm x 25 mm tongued and A grooved prime grade podo on and including 50 x 25 mm battens at 600 mm centres complete with three coats clear varnish. 29 SM 1,600 46,400 B 40 x 20 mm wrot podo quadrant in eaves 65 LM 120 7,800 C 100 mm moulded cornice 65 LM 150 9,750 D 225 x 25 mm chamfered wrot cypress fascia / barge board with splayed heading joints fixed to ends of rafters and purlins. 66 LM ,100 E 250 x 250 mm eaves vents in coffee tray wire and 40 x 25 mm cypress bidding all round including trimming T & G. Painting and Decoration Prepare and apply three coat polyurethane wood varnish :- 2 NO F Surfaces mm 75 LM 35 2,625 Rainwater Disposal :- 28 Gauge SWG galvanized mild steel rainwater goods with lapped, rivetted and soldered joints or seams including all labours :- G 150 x 125 mm rectangular boxed eaves gutter including fixing clamps at 600 mm centre. 66 LM ,100 A. 100 mm diameter rainwater downpipe imbedded to walls or boxed in walls and all necessary clamping. 41 LM ,850 H Extra over ditto for swan neck 6 NO 450 2,700 I Ditto for shoe 6 NO 450 2,700 Total carried to collection 186,925 Prepare and apply three coats gloss oil paint on :- A Surfaces of wood work girth mm externally 66 LM 75 4,950 LB/18

19 Touch up primer prepare and apply three coats gloss oil paint on metal surfaces as described in :- B Surfaces of gutter mm girth 121 LM 75 9,075 Total carried to collection 14,025 COLLECTION Brought forward from page RD/17 2,149,400 Brought forward from page RD/18 186,925 Brought down from page RD/19 above 14,025 Total Roof carried to Summary 2,350,350 SECTION SUMMARY A SUBSTRUCTURES RD/4 2,776,990 LB/19

20 B REINFORCED CONCRETE SUPERSTRUCTURE RD/5 1,390,475 C WALLING RD/6 1,061,500 D WINDOWS RD/8 822,000 E DOORS RD/10 591,820 F FINISHES RD/15 3,370,045 G JOINERY FITTINGS RD/16 1,444,220 H ROOF STRUCTURE & COVERING RD/19 2,350,350 13,807,400 LB/20

PROPOSED ERECTION AND COMPLETION OF CEREAL STORE.

PROPOSED ERECTION AND COMPLETION OF. AB/1 STORE ELEMENT NO. 1 A B SUBSTRUCTURES (ALL PROVISIONAL) Excavations Clear site of small bushes and grub roots of small trees and cart away Excavate average 150mm