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

Transcription

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

2 CONSTRUCTION OF MODEL DISPENSARY BLOCK Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT : SUBSTRUCTURE (ALL PROVISIONAL): Excavation and Earthworks:- Excavate over site average mm deep ,590 and cart away. I. J. K. L. M. N. O. P. Excavate trench for strip foundation not exceeding.5 m deep. Return fill and ram. Cart away surplus excavated materials Allow for planking& strutting Allow for keeping excavations free from water. HARDCORE:- 300 mm thick approved hardcore mm thick murram blinding Treat hardcore surface with approved insecticide. Concrete works :- Plain concrete ( : 4: 8) in :- Plain concrete (:4:8) in mm blinding under strip foundation. Vibrated reinforced concrete (: 2: 4) in:- Strip foundation 00mm surface bed Sawn formwork to edges of surface bed 75- mm high. High yield reinforcement bars to S mm diameter bars 0mm ditto BRC Mesh type A CM CM CM ITEM ITEM CM KG KG ,00, ,2 5,000 8, ,900 5, 40,400 44,00 220, , 7, 26,6 99,840 70,700

3 Carried to collection 887,830 DISP/ Ite m DESCRIPTION QTY UNIT RATE TOTAL(KS Sub wall:- mm natural stone walling in cement sand (:3) mortar. 96, ,400 Damp proof course:- mm wide Hessian based bituminous felt DP ,0 C mm ditto Damp proof membrane 0 gauge polythene sheet DPM 00 20, Plinth 5mm thick cement sand (:3) plaster on plinth walls ,000 Prepare and apply undercoat and two coats first quality Bituminous paint on plinth walls. 2 2,400 Paving slabs around the building:- 600x600xmm precast concrete paving slabs including 2mm murram and mm sand bed. 43, 5,600 Ramp:- Construct ramp 3,600mm longx,800mm wide x0 average high. 30,000 30,000 Carried to collection 398,000 Collection:- Brought forward from page DISP/ Brought down from page above TOTAL OF SUBSTRUCTURE CARRIED TO SUMMARY DISP/2 887, ,000,285,830

4 Ite m DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT.2 FRAME Vibrated reinforced (:2:4) in ringbeam. 0 CM,000 0,000 Formwork to sides and soffites of ring beam ,600 High yield reinforcement bars:- 8mm diameter bars 342 KG 30 44,460 2mm ditto 62 KG 30 79,560 TOTAL OF FRAME CARRIED TO SUMMARY 498,400 ELEMENT.3 WALLING mm natural stone walling in cement sand (:3) mortar 356, ,400 5mm ditto 24,300 3, TOTAL OF WALLING CARRIED TO SUMMARY 529,600 DISP/3

5 Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT 4:- ROOFING:- Sawn treated cypress:- xmm rafters ,000 xmm tie beams ,600 X ties and struts ,2 75x purlins , x mm wall plate bolted to ring beam at.5m centres ,2 x 25mm wrot cypress fascia and barge board ,2 Roof coverings:- 28 gauge pre-painted box profile roofing sheets nailed to purlins. Matching ridge hip and valley caps , 2 35,600,7 I. Rain water Harvesting:- mm PVC gutter fitted to fascia board ,7 J. Extra over ditto for bends 8 2 2,000 K. Ditto for spigot outlets L. 00mm diameter PVC pipes ,000 M. Extra over ditto for bends 8 2 6,000 N. 0,000 litres capacity cold water storage tank as KENTANK or equal and approved. 00,000 2,000 O. 2.5mm diameter CP high masonry ground tank base. 30,000 00,000 P. 5mm diameter CP Bib tap.,0,0 Q. Painting Prepare and apply undercoat and two coats first quality oil paint on fascia board - 300mm girth. TOTAL OF ROOFING CARRIED TO COLLECTION DISP/4 75 3,7 839,000

6 Ite m DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT 5:- DOORS:- Wrot Hardwood:- x mm rebated door frame ,0 45 x 20mm architrave with one labour 0 6,0 25mm quadrant mould 0 00,000 mm thick solid paneled door size 900 x mm divided into 6 no raised and fielded panels 4 8, ,000 45mm semi solid core flush door size 900 x mm 2 4,000 8,000 Fan light:- 5mm clear glass fixed with hardwood glazing beads. 7 2,000 8,400 I. J. K. Iron mongery as UNION or equal and approved with matching screws:- 00mm brass butt hinges Three lever mortice locks. Two lever mortice locks 32 mm diameter rubber door stops fixed with raw bolt. 75 mm long brass tower bolts PRS ,800 7, 2,000 25, 2, L. Painting:- Prepare and apply undercoat and two coats first quality gloss oil paint on:- General surfaces of timber. 60 2,000 M. Surfaces -300mm girth. 0 5,0 N. Surface not exceeding 00mm girth ,300 TOTAL OF DOORS CARRIED TO SUMMARY DISP/5 466,400

7 Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT 6:- WINDOWS:- Standard mild steel window casement complete with hinges stays, fasteners, permanent vents with mosquito gauze assembled and fixed to opening including cutting and pinning higs to concrete or block work sorround and bedding frame in cement sand (: 3) mortar:- Window size 600mmx600mm 3 4,000 2,000 Window size 900x600mm. 4,0 4,0 Window size,x600mm 2 7,000 4,000 Window size,x,0mm 5 8,000 40,000 Window size,0x0mm 9,0 04,0 Glazing 5mm clear glass and glazing with metal putty in panes m 2. 36, 43, Ditto obscure glass.,400,400 Pelment boxes x25mm fascia , I. xmm x25mm front , J. 25X25mm bearers plugged ,700 K. xx25mm end stops , L. I Section aluminum curtain rail , M. Painting:- Prepare and apply primer and two coats gloss oil paint windows. 74 4,800 N. Prepare and apply undercoat and two coats first quality gloss oil paint -300mm girth. TOTAL OF WINDOWS CARRIED TO SUMMARY 54 2, ,4 DISP/6

8 Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT 7:- FIXTURES & FITTINGS:- Store shelving s Plain concrete (:3:6) in 00mm plinth ,600 Form work to edge of plinth 75-mm high Wrot hardwood;- 75xmm rebated door frame. 26 4,700 x25mm shelf bearers 45 6,7 25mm block board shelves. 7,0 25,0 Ditto divisions,0 6,0 25mm blockboard door veneered on one side with mahogany. 2 2,800 58,800 Iron mongery with matching screws:- Brass piano hinges ,300 I. 00mm long brass pull handles. 7,0 J. Approved ball catches. 7,0 K. Clothes hanging lines mm diameter mild-steel pipes , L. Mass concrete (:3:6) in bases. 2 CM 9,000 8,600 M. 8 gauge plain wire set tight between pipes ,080 N. Painting:- Prepare and apply undercoat and two coats gloss oil paint on general surfaces. 98 9,600 O. Ditto -300mm girth. 48 2,400 P. Ditto mm diameter pipes 44 40,760 TOTAL OF FIXTURES & FITTING CARRIED TO SUMMARY 98,990 DISP/7

9 Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT. 8:- FINISHES: Wall finishes:- 5mm thick cement sand (:3) plaster on walls internally ,0 Ditto on beams and columns externally. 2 2,0 8mm ceramic wall tiles. 30, 36,000 Extra-over walling for forming neat recessed joints externally ,960 Floor finishes 32mm thick cement sand ( :3) floor screed to receive floor tiles. 3 70,700 8mm thick ceramic floor skirting tiles., 242,400 8x00mm ceramic skirting ,600 Ceiling finishes:- xmm sawn treated cypress branding ,800 I. 75xmm ditto ,400 J 2mm thick chipboard ceiling 600 2, K. 75x20mm wrot cypress cornice ,0 L. Extra over for 800x800mm trap door M. Painting:- Prepare and apply undercoat and two coats first quality plastic emulsion paint on walls internally ,800 N. Ditto externally. 0,000 O. Cement bagwash to walls externally ,960 P. Prepare and apply three coats plastic distemper on ceiling board. 40,400 TOTAL OF FINISHES CARRIED TO SUMMARY,04,720 DISP/8

10 SUMMARY Item DESCRIPTION TOTAL(KS Substructure from page DISP/2 Frame from page DISP/3 Walling from page DISP/3 Roofing from page DISP/4 Doors from page DISP/5 Window from page DISP/6 Fixtures & Fittings from page DISP/7 Finishes from page DISP/8,285, , , , , ,4 98,990,04,720 TOTAL OF BUILDER S WORK CARRIED TO MAIN SUMMARY 4,98,60

11 Ite m I DESCRIPTION DISP/9 PRIME COST AND PROVISIONAL SUMS:- PRIME COST SUMS:- Provide a prime sum of Kshs 400,000 for plumbing installation. Provide a prime cost sum of Kshs 4,000 for electrical works. Provide a prime cost sum of Kshs 0,000 for sluice room fittings. Provide a prime cost sum of Kshs 6,000 for incinerator and ash pit. PROVISIONAL SUMS:- Provide a provisional sum of Kshs,000 for contingencies. Provide a provisional sum of Kshs 00,000 for project manager. Provide a provisional sum of Kshs 600,000 for external drainage septic tank and soak pit. Provide a provisional sum of Kshs,000 for placenta pit Provide a provisional sum of Kshs 00,000 for the project implementation Committee. TOTAL(KS TOTAL OF BUILDER S WORK CARRIED TO MAIN SUMMARY

12 PS/ MAIN SUMMARY:- Ite m DESCRIPTION Builders work from page DISP/9 TOTAL(KS P.C & Provisional sums from page PS/ 3,00,000 Sub total Add 6% VAT TOTAL CARRIED TO QUOTATION FORM AMOUNT IN WORDS CONTRACTOR S NAME ADDRESS SIGNATURE..DATE NAME OF WITNESS ADDRESS SIGNATURE..DATE

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