OPEN AIR MARKET(RUKANGA KASIGHAU MARKET SHED) Item Description Qty Unit Rate Total

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Franklin Cannon
5 years ago
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1 BILL OF QUANTITY Proposed Market Shed OPEN AIR MARKET(RUKANGA KASIGHAU MARKET SHED) ELEMENT NO. 1: - SUBSTRUCTURE (ALL PROVISIONAL): - Excavations and Earthworks: - A Clear site of all bush and grass and cart away from site 400 Sm 50 20,000 B Excavate oversite average 200mm deep and cart away 400 Sm ,000 C Excavate trench for strip foundation not exceeding 1.5m deep 193 Cm ,250 D Ditto for column bases 45 Cm ,250 E Extra over excavations for excavating in rock 95 Cm ,500 F Return fill and ram selected excavated material 136 Cm ,600 G Cart away surplus excavated material from site 249 Cm ,250 H Allow for planking and strutting and keeping excavations free from fallen material 1 Item 15,000 15,000 I Allow for keeping excavations free from water 1 Item 15,000 15,000 Hardcore: - J Approved hardcore filling well compacted 109 Cm ,750 K 50mm thick murram blinding 364 Sm ,400 L Treat Hardcore surface with approved insecticide 364 Sm ,520 Concrete works: - M Plain concrete (1:4:8) in 50mm blinding under strip foundation 160 Sm ,000 N Ditto under column bases 12 Sm 400 4,800 O Plain concrete (1:3:6) in steps 3 Cm 9,500 28,500 Vibrated reinforced concrete (1:2:4) in: - P Strip foundation 33 Cm 11, ,500 Q Column bases 7 Cm 11,500 80,500 R Columns 1 Cm 11,500 11,500 S 150mm surface bed 364 Sm 1, ,900 Carried to collection 1,712,220 Page 1 of 10

2 Sawn formwork to: - A Vertical sides of columns 10 Sm 450 4,500 B Vertical sides of strip foundation 105 Sm ,250 B Edges of surface bed mm high 80 Lm ,000 High yield reinforcement bars: - C 8mm diameter bars 293 Kg ,160 D 10mm ditto 464 Kg ,680 E 12mm ditto 291 Kg ,920 F BRC mesh type A Sm ,400 G Sub-wall: - 200mm thick natural stone walling in cement sand (1:3) mortar 291 Sm 1, ,300 Damp proof course: - H 200mm wide Hessian based Bituminous felt DPC 80 Lm ,000 Damp proof membrane: - I 500 gauge polythene sheet DPM 364 Sm ,400 Plinth: - J 15mm thick cement rendering on plinth walls 35 Sm 230 8,050 K L Prepare and apply three coats first quality Bitumastic paint on plinth walls 35 Sm 180 6,300 Paving slabs around the Building: x 600 x 50mm pre-cast concrete paving slabs including 250mm murram and 50mm sand bed 90 Sm 1,000 90,000 Carried to collection 851,960 COLLECTION: - Brought forward from page SHL / 1 1,712,220 Brought down from above 851,960 TOTAL OF SUBSTRUCTURE, CARRIED TO SUMMARY 2,564,180 Page 2 of 10

3 ELEMENT NO. 2: - STEEL STRUCTURE; 100mm diameter x4mm thick CHS steel columns with 200x200x6mm thick steel plate (ms) welded at top and bottom with 4. holes drilled ito each plate, bottom bolted to stud columns: A Columns 2850mm high 14 1,500 21,000 Fittings B C 200x200x6mm thick gusset plate with 4. holes to receive bolts ,600 12mm diameter 50mm long bolts with head, nut and washer ,840 Painting: Prepare and apply one coat red lead oxide primer on: D General surfaces of metal 40 Sm 180 7,200 Prepare and apply three coats gloss oil paint on: E General surfaces of metal 40 Sm ,000 Floor finishes: - F 32mm thick cement sand (1:3) floor screed 364 Sm ,480 G 100 x 25mm ditto skirting 99 Lm 100 9,900 WALLING; Fine chiselled natural stone walling bedded and jointed in cement sand mortar (1:3) and reinforced with and including 20swg hoop iro 150mm thick reinforced in every course 30 SM , mm thick ditto 25 SM ,500 Horizontal damp proof course 150mm wide levelled and bedded in mortar 20 LM 110 2, mm ditto 25 LM 90 2,250 TOTAL OF FRAME AND WALLING, CARRIED TO SUMMARY 225,970 Page 3 of 10

4 Item Description Proposed Market Shed Qty Unit Rate Total ELEMENT NO. 3 GOODS DISPLAY SHELVES; The following in 32. Goods Display Shelves; Sawn cypress A 50x50mm bearer plugged 60 LM 90 5,400 B 50x50mm bearer 45 LM 70 3,150 Wrot cypress C 150x25mm boarding 175 LM ,000 Flap Doors D 50mm thick wrot cypress matchboarded door size 550x1000mm 16 NO 3,000 48,000 Ironmongery E 75mm pressed steel butt hinges 32 PRS 120 3,840 F 100mm steel padlock bolt complete 16 NO 150 2, ,790 Page 4 of 10

5 ELEMENT NO. 4: - ROOFING STEEL TRUSSES; The following in 7. Trusses welded and bolted in accordance with the fabricator's shop drawings to the Engineer's approval; A 60x60x4mm thick SHS rafter curved to metres radius 107 Lm ,610 B 60x60x4mm thick SHS joist curved to metres radius 101 Lm ,675 C Ditto curved to 884mm radius 22 Lm 300 6,600 D 40x40x3.2mm SHS struts and ties 184 Lm ,000 Fittings; 200x200x6mm thick gusset plate with 4. holes to E receive bolts ,200 12mm diameter 50mm long bolts with head, nut and F washer ,840 Purlins 125x50x2mm thick steel Z-purlins 521 Lm ,400 Roof coverings: - 28 gauge DUMU ZAS corrugated sheets Nailed to G purlins 567 Sm ,850 H Matching ridge, hip and valley caps 30 Lm 150 4,500 TOTAL OF ROOFING, CARRIED TO SUMMARY 631,675 Page 5 of 10

6 ELEMENT NO. 5 RAINWATER DISPOSAL The following in G28 Galvanised mild steel A B C 200x200mm box gutter fixed with and including 30x2mm flat gutter strips at 600mm centres 74 Lm ,200 Extra over gutter for stopped end piece with 200x200mm square outlet , x200mm downpipe fixed to steel columns with and including 30x2mm mild steel straps at 600mm centres 34 Lm ,200 D Extra over downpipe for swan neck ,200 E Extra over downpipe for water shoe ,200 Painting; Prepare and apply one coat of calcium plumbate and two coats of gloss oil paint to: F General surfaces of metal gutters 44 Sm ,000 G Ditto downpipes 27 Sm 250 6,750 TOTAL OF RAINWATER DISPOSAL, CARRIED TO SUMMARY 59,750 Page 6 of 10

7 ELEMENT NO. 6 FINISHES; Floor Finishes A 40mm thick cement sand (1:4) screed paving 364 SM ,200 B 20x100mm skirting ditto 136 LM ,320 Plasterwork C 12mm thick cement sand (1:3) plaster to wall surfaces 115 SM ,000 Painting Prepare and apply undercoat and two coats sheen paint D General plastered surfaces 115 SM ,450 TOTAL OF FINISHES, CARRIED TO SUMMARY 174,970 Page 7 of 10

8 SUMMARY: - 1 SUBSTRUCTURE 2,564,180 2 FRAME AND WALLING 225,970 3 DISPLAY SHELVES 111,790 4 ROOFING FROM PAGE 631,675 5 RAINWATER DISPOSAL 59,750 6 FINISHES 174,970 TOTAL OF BUILDER'S WORK, CARRIED TO MAIN SUMMARY 3,768,335 SHL / 9 Page 8 of 10

9 PRIME COST AND PROVISIONAL SUMS: - PRIME COST: - A Provide a prime cost sum of Kenya Shillings Two Hundred and Fifty Thousand for Electrical Works 150,000 PROVISIONAL SUMS: - B C Provide a provisional sum of Kenya Shillings One Hundred Thousand for Contigencies 100,000 Provide a provisional sum of Kenya Shillings Fifty Thousand for Project Management 50,000 TOTAL OF PRIME COST AND PROVISIONAL SUMS, CARRIED TO MAIN SUMMARY 300,000 PS / 1 Page 9 of 10

10 MAIN SUMMARY: - A BUILDER'S WORK FROM PAGE SHL / 9 3,768,335 B P.C. & PROVISIONAL SUMS FROM PAGE PS/1 300,000 SUB-TOTAL 4,068,335 ADD 16% VAT 650,934 TOTAL CARRIED TO FORM OF TENDER 4,719,269 AMOUNT IN WORDS: CONTRACTOR'S NAME: ADDRESS: SIGNATURE..DATE NAME OF WITNESS.. ADDRESS: SIGNATURE..DATE MS / 1 Page 10 of 10

BILLS OF QUANTITIES FOR CONSTRUCTION OF MODEL DISPENSARY BLOCK AT MGUNGANI / SALAITA

BILLS OF QUANTITIES FOR CONSTRUCTION OF MODEL DISPENSARY BLOCK AT MGUNGANI / SALAITA CONSTRUCTION OF MODEL DISPENSARY BLOCK Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT : SUBSTRUCTURE (ALL PROVISIONAL):