county government of kericho department of finance …1).pdf · antitermite treatment 0.00 l...
TRANSCRIPT
COUNTY GOVERNMENT OF KERICHO
DEPARTMENT OF FINANCE AND ECONOMIC PLANNING
BILL OF QUANTITES
FOR
PROPOSED ERECTION AND COMPLETION OF AN EMERGENCY
CENTER
AT KAITUI DISPENSARY
FOR THE
COUNTY GOVERNMENT OF KERICHO
PREPARED BY:-
COUNTY WORKS OFFICER
P.O BOX 7-20200
KERICHO
NOVEMBER 2018
Page 1 of 14
Item Description Qty Unit Rate Amount
K.Sh.
PROPOSED ERECTION AND COMPLETION OF AN EMRGENCY
CENTRE AT KAITUI DISPENCERY-SIGOWET/SOIN, KERICHO
COUNTY
0.00
ELEMENT NO. 1
SUBSTRUCTURES (ALL PROVISIONAL)
Oversite excavation 0.00
A Excavate oversite to remove top soil average 200mm deep
and keep on site for later re-use for landscaping
285 sm 0.00
Excavation
B Excavate oversite to reduce levels commencing from
stripped level exceeding 1.50 meters deep.
427 cm 0.00
C Excavate foundation trench starting from reduced level not
exceeding 1.50 meters deep.
92 cm 0.00
D Ditto for column bases starting from reduced level not
exceeding 1.50 meters deep.
26 cm 0.00
E Extra-over all excavation for excavating rock irrespective of
class
13 cm 0.00
F Return, fill-in and rum selected excavated materials around
foundations
61 cm 0.00
G Remove and cart away surplus excavated materials. 34 cm 0.00
Diposal of water 0.00
H Keeping all excavations free from all water including spring
or running water
Item 5,000.00
Planking and strutting
I Uphold the sides of all excavations Item 5,000.00
Filling
J Hardcore filling in making up levels,exceeding 300mm thick
in layers of 150mm maximum thickness
76 cm 0.00
K 50mm (average) thick quarry dust blinding to surfaces of
hardcore
251 sm 0.00
Antitermite treatment 0.00
L Premise 200 SC' or other equal and approved anti-termite
insecticide treatment with ten years guarantee, applied
strictly in accordance with manufacturer's instructions, to
tops of fill and foundation walls
251 sm 0.00
Carried to Collection
Concrete 0.00
A 50mm thick mass concrete class Q (1:3:6) to bottoms of
foundations
74 sm 0.00
Insitu concrete; reinforced; class 20 / (20mm); vibrated 0.00
B Foundations in trenches irrespective of thickness 18 cm 0.00
C Column bases 13 cm 0.00
D Foundations columns 4 cm 0.00
E 150mm thick bed; 251 sm 0.00
Page 2 of 14
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including
bends, hooks, tying wire and distance blocks
0.00
F 12mm ditto 1,710 kg 0.00
G 8mm ditto 1,710 kg 0.00
Fabric; B.S. 4483 0.00
H Reference A142 mesh 200 x 200 mm , weight 2.22 kgs per
square meter ( measured net - no allowance made for laps(
inclunding bends, tying wire and distance blocks
251 sm 0.00
Sawn formwork to insitu concrete as described:- 0.00
I To sides; vertical or battering of foundations, ground beams
or the like
41 sm 0.00
J To sides; vertical or battering of column bases 30 sm 0.00
K To sides; vertical or battering of columns 41 sm 0.00
L Edges of ground floor slab; 75 to 150mm wide 55 lm 0.00
Walling 0.00
M 200mm thick approved natural stone; local; roughly
squared to foundation walling; bedding and jointing in
cement sand (1:3) mortar
122 sm 0.00
Damp proofing 0.00
N Polythene sheet; 1000 gauge, 200mm welted laps (no
allowance made to laps), horizontal; 1 no. layer laid on
compacted quarry dust blinding
251 sm 0.00
Carried to Collection 0.00
A 200mm wide; B.S. 743 Type A bitumen hessian base 150 mm
laps (no allowance made for laps); horizontal, 1 no. layer,
bedded in cement sand (1:3) mortar
176 lm 0.00
Insitu Finishings 0.00
B 14mm thick 2 No. coatwork cement sand (1:3) render;
wood floated to concrete or blockwork base to walls;
external
55 sm 0.00
Painting and Decorations 0.00
Prepare and apply three coats bituminous paint to: 0.00
C Wood floated rendered plinths over 300mm girth 55 sm 0.00
Paving Slabs. 0.00
D 600 x 600 x 50 mm Precast concrete class 20/20 paving
slabs, laid to falls on blinded hardcore surface and jointed in
cement and sand (1:3) mortar
77 sm 0.00
Carried to Collection 0.00
COLLECTION
From page SH/1 0.00
From page SH/2 0.00
From above 0.00
TOTAL FOR SUBSTRUCTURES CARRIED TO SUMMARY 0.00
ELEMENT NO. 2 0.00
Page 3 of 14
FRAME 0.00
Insitu concrete; reinforced; class 20 / (20mm); vibrated 0.00
A Beams 13 cm 0.00
B Columns 10 cm 0.00
Reinforcement 0.00
Bars; high yield steel; cold worked to B.S. 4461 including
bends, hooks, tying wire and distance blocks
0.00
C 12mm Ditto 1,097 kg 0.00
D 8mm Ditto 1,097 kg 0.00
Sawn formwork to insitu concrete as described:- 0.00
E To sides and soffits of beams. 145 sm 0.00
F Vertical sides of columns 95 sm 0.00
TOTAL FOR FRAME CARRIED TO SUMMARY 0.00
ELEMENT NO. 3 0.00
WALLING 0.00
EXTERNAL WALLING 0.00
NATURAL STONE WALLING 0.00
A 200 mm thick approved local; chisel dressed both sides;
bedding, jointing and pointing in cement sand (1:3) mortar
186 sm 0.00
B 200 mm eaves filling, 200mm high including dressing
between rafters
47 lm 0.00
C Extra over horizontal and vertical pointing in 10mm thick rod
in cement and sand (1:3) mortar; one coat of bituminous
paint.
186 sm 0.00
INTERNAL WALLING 0.00
NATURAL STONE WALLING 0.00
D 200 mm thick approved local; chisel dressed both sides;
bedding, jointing and pointing in cement sand (1:3) mortar
413 sm 0.00
TOTAL FOR WALLING CARRIED TO SUMMARY 0.00
ELEMENT NO. 4 0.00
ROOF CONSTRUCTION. 0.00
Galvanized steel box profile sheets; 28 gauge; prepainted 0.00
A Roof covering; 150mm laps on one end and one and a half
corrugation side lap; fixed to angle section purlins with and
including J-bolts, nut and neoprene washers.
328 sm 0.00
Accessories, fixing as necessary to roof sheets 0.00
B 150mm dia. Half round ridge cap 18 lm 0.00
CARPENTRY 0.00
The following in sawn celcured cypress 0.00
C 100 x 50mm purlins 364 lm 0.00
D 150 x 50mm wall plate rag-bolted at 1200mm centres with
12mm diameter bolts (m/s)
102 lm 0.00
E 200 x 50mm ridge board 18 lm 0.00
The following sawn celcured cypress timber trusses, nailled
connections, spanning 3000 to 4000mm wide, hoisting 9.0m
above ground
0.00
F 150 x 50mm ceiling joist 198 lm 0.00
Page 4 of 14
G 150 x 50mm rafters 232 lm 0.00
H 100 x 50mm struts and ties 201 lm 0.00
I 150 x 50mm king post 34 lm 0.00
J 100 x 25mm nailing plates 14 lm 0.00
Labour and material (Provisional) 0.00
K 12mm diameter rag bolt, 200mm long complete with and
including head, nut and two washers; cast into and
including mortice in stone or concrete and run with cement
and sand (1:3) mortar
86 No 0.00
L Drill 50mm thick timber to receive 12mm dia. Bolt (m/s) 86 No. 0.00
Carried to Collection 0.00
RAINWATER DISPOSAL 0.00
24g Galvanised mild steel sheeting; all welds ground smooth 0.00
A 150 x 100mm box gutter including soldered joints in the
running length fixed to fascia board with and including
brackets at approved centers
61 lm 0.00
B Extra; 100mm dia.outlet 100mm long 8 No 0.00
C 100mm dia. rainwater downpipe fixed with and including
mild steel straps at 900mm centres, plugged and screwed
to wall
31 lm 0.00
D Extra; swanneck bend with 1135mm projection 8 No 0.00
E Extra; horse shoe bend 8 No 0.00
Painting and Decorations 0.00
Prepare and apply one zinc plumbate primer and three
coats of 'CROWN SOLO' or other equal and approved super
gloss oil paint to:-
0.00
F General surfaces of gutters; over 300mm girth external 97 sm 0.00
G Small pipes 31 lm 0.00
Carried to collection 0.00
COLLECTION
From page SH/6 0.00
From above 0.00
TOTAL FOR ROOF CONSTRUCTION CARRIED TO SUMMARY 0.00
ELEMENT NO. 5
DOORS 0.00
Wrot mahogany framed frames and framings 0.00
A 150 x 50 mm; 2 No. labours; plugged door frame 132 lm 0.00
B 40 x 35 mm moulded architrave 132 lm 0.00
C 25 x 25mm moulded quadrants 132 lm 0.00
45mm Thick solid core flush doors to B.S 459: part 2 veneered
both sides with internal quality plywood and lipped on all
edges in approved hardwood
0.00
D Double swing door size 1740 x 2060 mm high with view panel
to Architects detail
5 No. 0.00
E Ditto; but single swing door size 840 x 2060 mm high 17 No. 0.00
F Ditto; semi-solid 4 No. 0.00
Iron mongery 0.00
Page 5 of 14
Supply and fix the following to UNION catalogue or other
equal and approved
0.00
To softwood, hardwood or the like fixing with screws 0.00
G Euro cylinder mortice deadlock comprising case and Euro
profile single cylinder
5 No. 0.00
H Three lever rebated mortice lock complete with set lever
aluminium handle furniture
17 No. 0.00
J Two lever mathroom mortice lock complete with set lever
aluminium handle furniture
4 No. 0.00
K 100mm brass-plated double action butt hinges 5 prs 0.00
L 100mm brass-plated butt hinges 26 prs 0.00
M 300mm diameter D handle 21 No. 0.00
To concrete or blockwork; fixing with bolts; plugging 0.00
N Rubber door stop complete with 38 mm rawl bolt 60 No. 0.00
Glazing 0.00
O 5mm Thick obscure sheet glass panes to metal surfaces;
fixing with putty
4 sm 0.00
Carried to collection 0.00
Painting and Decorations 0.00
Aluminium primer or other equal and approved wood
primer before fixing: -
0.00
A Backs of frame, board, etc over 100mm but not exceeding
200mm girth
131 lm 0.00
Knot, prime and stop; prepare and apply one coat stain
and two coats of clear varnish
0.00
B General surfaces of timber doors over 300mm girth; external 92 sm 0.00
C Frames; over 200mm but not exceeding 300mm girth;
internal
131 lm 0.00
D Frames not exceeding 100mm girth; internal 131 lm 0.00
Carried to Collection 0.00
COLLECTION
From page SH/8 0.00
From above 0.00
TOTAL FOR DOORS CARRIED TO SUMMARY 0.00
ELEMENT NO. 6
WINDOWS
METAL WORK 0.00
PURPOSE - MADE UNITS 0.00
Supply, assemble and fix the following purpose-made mild
steel casement windows; standard metal section from
approved manufacturer complete with frames, transomes,
mullions and with and including permanent ventilators
comprising "T" bar, gauze and 16 gauge sheet metal hood
50mm high x 50mm projection to full width of window,
coupling mullions, approved ironmongery and one coat
manufacturer's primer; all welding ground to smooth finish.
0.00
Page 6 of 14
Steel; for glazing with putty, lugs to two jambs, cutting and
pinning to concrete or blockwork, fixing to head and sill with
screws; plugging
0.00
A Window, overall size 3000 x 1000mm high fixed lights 5 No 0.00
B Window, overall size 1800 x 2000mm high with 2No. side-
hung openable light size 500 x 1500mm high and 1No. fixed
lights
10 No 0.00
C Window, overall size 600 x 600mm high with 1No. top-hung
openable light size 300 x 600mm high and 1No. fixed lights
5 No 0.00
Glazing 0.00
D 5mm Thick clear sheet glass panes over 0.1 but not
exceeding 0.5 square meters; fixing with putty
33 sm 0.00
E Ditto; obscure 1 sm 0.00
Painting and Decorations 0.00
On Metal work 0.00
Prepare and apply three coats oil paint full gloss to Crown
Solo or other equal and approved to: -
0.00
F General window surfaces; over 300mm girth internal 34 sm 0.00
G General window surfaces; over 300mm girth external 34 sm 0.00
TOTAL FOR WINDOWS CARRIED TO SUMMARY 0.00
ELEMENT NO. 7 0.00
FINISHES 0.00
Wall finishes 0.00
Insitu finishes 0.00
Render; 15mm thick, 1 No. coatwork of cement and sand
(1:3); wood floated to concrete or blockwork base
generally to: -
0.00
A Beams and columns; external 61 sm 0.00
Plaster; 15mm thick, 2 No. coatwork, 12mm first coat of
cement sand (1:3); 3mm second coat of cement and lime
putty (1:9); steel trowelled to concrete or blockwork base
0.00
B Walls; internal 1,180 sm 0.00
Prepare and apply one undercoat and three coats of first
quality emulsion paint to the following surfaces
0.00
C Rendered walls; external 61 sm 0.00
D Plastered walls; internal 1,189 sm 0.00
Floor finishes 0.00
Insitu Finishings 0.00
20mm thick, 2 No. coat work terrazzo; approved colour;
cement and marble chippings (1:2); machine polished; to
concrete or blockwork base generally to: -
0.00
E Floors level; internal 251 sm 0.00
F Skirtings; 150mm wide; rounded junction with wall finish and
straight junction with floor finish.
297 lm 0.00
Beds or Backings 0.00
Screed; cement and sand (1:3) 0.00
Page 7 of 14
G 20mm thick one coat backings; wood floated to receive
ceramic tiles (m/s) to concrete or blockwork base; to floors
level; internal
251 sm 0.00
Carried to Collection 0.00
Ceiling finishes 0.00
Wrot cypress 0.00
A 75 x 25mm moulded cornice 297 lm 0.00
Approved sawn softwood; second grade; pressure
impregnated.
0.00
B 50 x 50mm brandering 697 lm 0.00
C 50 x 50mm ditto; plugged 297 lm 0.00
PLAIN SHEET FINISHINGS 0.00
Chip board 0.00
D 12mm thick patterned chip-board ceiling board nailed to
timber brandering (m/s); nails punched and puttied
251 sm 0.00
Painting and Decorations 0.00
To wood surfaces 0.00
E Chip-board ceiling boards 251 sm 0.00
F Moulded cornice not exceeding 100mm girth 297 lm 0.00
Carried to Collection 0.00
COLLECTION
From page SH/11 0.00
From above 0.00
TOTAL FOR FINISHES CARRIED TO SUMMARY 0.00
SUMMARY
ELEMENT NO. TITLE PAGE NO. K.SHS.
1 SUBSTRUCTURE (ALL PROVISIONAL) SH/3
2 FRAME SH/4
3 WALLING SH/5
4 ROOF CONSTRUCTION. SH/7
5 DOORS SH/9
6 WINDOWS SH/10
7 FINISHES SH/12 0.00
TOTAL FOR BUILDERS WORK CARRIED TO GRAND SUMMARY 0.00
ite
m
descriptiom Qty unit rate Amount
KSh
ELECTRICAL INSTALLATIONS (ALL PROVISIONAL)
Supply install test and commission the following:-
A LIGHTING POINTS
B Lighting point wired in 3x 1.5mmsq s.c.c pvc drawn in
20mm dia HG PVC conduits concealed inside ceiling
brandering c/w all its necessary accessories excluding
switches and fitting for
a)one way switching 20 no
b)ditto but two way 10 no
Page 8 of 14
C 10A moulded ivory switch plate as crabtree or approved
equivallent as follows:-
a)1gang-1way switch 12 no
b)1gang-2way switch 4 no
D LIGHTING FITTINGS
a)1200mm 1x36w fluorescent batten fitting of slim cross
section c/w clip-on cover adjustable as thorn or approved
equivalent
12 no
b)1200mm 2x36w fluorescent batten fitting of slim cross
section c/w clip-on cover adjustable as thorn or approved
equivalent
12 no
b) poly carbonate bulkhead fitting c/w energy saving bulbs 6 no
E SOCKET OUT LET AND POWER POINTS
F Socket outlet point wired in 3x 2.5mmsq s.c.c pvc drawn in
25mm dia HG PVC conduits concealed inside ceiling
brandering c/w all its necessary accessories excluding
switches and fitting for:-
15 no
a)13A socket outlet twin as crabtree or approved
equivalent
15 no
G CONSUMER-UNIT
H 12ways consumer SP/N withflush wall mounting c/w
100A SP/N integral isolator as havells or approved
equivalent
1 no
a)6A sp MCBS 4 no
b)32A as ditto 3 no
c)blanking covers 5 no
Total carried to collection page
A SUB-MAIN CABLES
B 2x10mmsq/6.0 mm sq s.c.c drawn in conduit to feed
consumers
24 mts
a)standard cable looping box g 14 galvanized steel sheet 1 no
b)100A cut out fuse twin to KPL& standards. 1 no
C SUPPLY CABLE
D 16mmsq underground cable 2core c/w cable glends from
the nearest cable looping box
item 25,000 25,000.00
a)trench to standard depth and backfill item 5,000 5,000.00
b)approved hatari tiles item 5,000 5,000.00
LIGHTING PROTECTION SCHEME
E The following for lightening protection system
a) copper lightening arrestors air termination as FURSE CAT
NO RA605,properly mounted and fastened on the roof
including base clamps and fixing materials.
1 no
b)3mm thick x25mm wide FURSE cat NO TC030 annealed
copper tape properly saddled at 1000mm intervals
10 mts
c)junction clamps as FURSE SD115 2 no
d)test clamps as FURSE cat CT305 1 no
Page 9 of 14
e)earthing comprising 12mm x1500mm as FURSE cat NO
RB110 copper rod c/w clamps and concrete inspection
earth pit,to the satisfaction of the project manager.
1 no
f)32mm dia PVC H/G sleeve to protect copper tape to
hide of 1500mm from ground level.
1 no
F Allow a provisional sum of Kenya shillings five hundred
thousand(200,000.00) only for ELECTRICAL INSTALLATIONS
ITEM
200,000.0
0
Total carried to collection page
COLLECTION
1 From page EW/I
2 From page EW/2
TOTAL FOR ELECTRICAL WORKS CARRIED TO GRAND
SUMMARY
Item
Description Qty Unit Rate Amount
MECHANICAL INSTALLATIONS (ALL PROVISIONAL)
SANITARY FITTINGS
Supply, deliver, install the following sanitary fittings including materials and jointing to supply, waste/soil and overflow pipes
Shires products are specified only as an indication of quality. Equal and approved appliances may be supplied. Where trade names are mentioned, the Ref. No. is intended only as a guide to the type and quality of fittings
High level water closet
A Ceramic water closet suite comprising pan, heavy plastic seat and cover ceramic cistern, flush pipe”P” or “S” trap. White ideal standard studio suite
2 NO
Wash hand basins
B Wash hand basin with single taphole and of size: 560mm x
435 mm in approved colour complete with “Aztec monobloc basin mixer, 32mm dia popo-up waste chrome plated, 32mm chrome plated bottle trap. As “Shires ACCORD approved equivalent.
4 NO
Stainless steel wash hand basins
C Wash hand basin with 3No. taphole and of size: 1160mm x 435 mm complete with hands free basin mixer, 32mm dia pop-up waste chrome plated, 32mm chrome plated bottle trap. As “Shires ACCORD approved equivalent.
4 No
Sponge tray
D Semi-recessed build in soap tray vitreous china size 305 x 150mm as "twyfords" or equal approved
2 No
Toilet roll holder
Page 10 of 14
E Semi-recessed build in toilet roll holder in vitreous china size 305 x 150mm as "twyfords" or equal approved
3 No
Mirrors
F 6mm thick polished plate glass silver backed mirror with
bevelled edges, sizes: 610x497 mm plugged and screwed to wall with 4No dome capped chrome plated screws and 5mm thick foam back rest
4 No
Towel rail
G 20mm diameter x 900mm long approved towel rail chrome plated plugged and screwed into the wall.
2 No
Shower fittings
H Concealed shower fitting consisting of 15mm chrome plated riser pipe to connect the concealed shower mixer for hot and cold water to a swivel/ adjustable shower rose, chrome plated handles and stop corks and other necessary fittings & accessories. All to be as Bricon/aztec or equal and approved.
2 No
Total for Sanitary Fittings carried forward to summary Page
INTERNAL PLUMBING
Supply, deliver and install the following PPR pipework and fittings. Bidders must allow in their pipework prices for all the male /plastic adopters, sockets bends etc
PP – R- Pipes
A 20mm diameter 40 Lm
B 32 mm – ditto 16 Lm
Extra –over PP-R pipe work for the following :-
Bends
C 20mm dia threaded bend 9 No
D 20 mm dia bend 9 No
E 32 mm -ditto 6 No
Tees
F 32mm dia tee 4 No
G 32/20mm reduced tee 12 No
H 32/3/4” male threaded tee 12 No
I 23X3/4” male threaded tee 12 No
Sockets
J 20mm dia sockets 12 No
K 25mm – ditto 15 No
L 32mm dia sockets 12 No
Unions
M 32mm – ditto 12 No
N 20mm – ditto 6 No
Transition fittings
O 20X1/2” Round –male transition piece 12 No
P 20X1/2” – Ditto 12 No
Total carried forward to collection Page MW/4
Gate valves
A 20mm diameter “Pegler” gate valve 28 No
B 30mm – ditto 12 No
Page 11 of 14
Ball valves
C 20mm – ditto 4 No
Flexible connections
D 15mm diameter, flexible connections 12 No
Roofs tanks
E 2300 litres 990x680x360mm High UPVC rectangular tanks with lids
2 No
Total carried to collection Page below
COLLECTION
From Page MW/ 3
From above
Total for Internal Plumbing carried forward to summary page
INTERNAL DRAINAGE
Supply, deliver and install the following PVC and muPVC soil and waste pipework. Bidders must allow un their prices for all the various sizes of connectors, adopters etc, required for the satisfactory functioning of the drainage system
uPVC and PVC pipes
A 100mm dia heavy duty golden brown pipe class “D” 150 Lm
B 50mm – ditto - 52 Lm
C 32mm- ditto 12 Lm
Extra –over uPVC and muPVC pipework for the
following:
D 100mm dia WC connectors 12 No
E 10mm dia single branch 12 No
F 100mm dia vent cowl and weathering site/apron 2 No
G 100x50mm dia boss connector 12 No
H 100x50mm dia floor trap 10 No
I 100mm dia long radius bend 12 No
J 100mm dia short radius bend 12 No
K 100mm dia gully trap c/w cover and grating 4 No
L 32mm dia bends 8 No
M 32mm dia sweep tee 8 No
N 50mm – ditto 8 No
Total for Internal Drainage carried forward to summary page
FIRE PROTECTION SERVICES
Supply, deliver and install the following fire fighting equipment
Water /C02 Extinguisher
A 9 Litre water/CO2 gas portable fire extiquisher complete with car washer, siphon tube CO2 Cartridge and flexible rubber hose nozzle fully charged
2 No
Co2 Gas fire extinquisher
B 5 Kg dry Co2 gas portable extinquisher complete with squeeze grip operating head and discharge nozzle, fully charged
2 No
Manual Bell
Page 12 of 14
C “9” (225mm) wall mounted manual bell 1 No
C Allow a provisional sum of Kenya shillings five hundred thousand (200,000.00) only for MECHANICAL INSTALLATIONS
ITEM 200,000.00
Total for fire fighting equipments carried forward to summary page
SUMMARY PAGE
i Total cost for sanitary fittings Page MW/1
ii Total cost for internal plumbing Page MW/3
iii Total cost for internal drainage Page MW/4
iv Total cost for fire fighting equipments Page MW/5
TOTAL FOR MECHANICAL WORKS CARRIED TO GRAND SUMMARY
Item Description
Qty Unit Rate
Amount
K.Sh.
PRIME COSTS & PROVISIONAL SUMS
PROVISIONAL SUMS
The following provisional sums are to be measured on
completion and priced in accordance with the rates
contained in these bills of quantities or prorata thereto
or deducted in whole if not required
A Allow a provisional sum of Kenya shillings one hundred
thousand (100,000.00) only for compliance with N.C.A
and N.E.M.A regulations ITEM
100,000.00
B Allow a provisional sum of Kenya shillings Two fifty
Thousand (100,000.00) only for Project Managers
Expenses on Meetings, Stationery e.t.c ITEM
100,000.00
C Allow a provisional sum of Kenya shillings five hundred
thousand (200,000.00) only for joinery and fittings ITEM
200,000.00
D Allow a provisional sum of Kenya shillings Five Hundred
Thousand (200,000.00) only for Contingencies ITEM
200,000.00
TOTAL FOR P.C. & PROVISIONAL SUMS CARRIED TO GRAND SUMMARY
600,000.00
Page 13 of 14
PROPOSED ERECTION AND COMPLETION OF AN EMERGENCY CENTER AT KAITUI DISPENSARY, KERICHO COUNTY
GRAND SUMMARY
ITEM DESCRIPTION Page No.
FOR TENDERER USE ONLY
FOR OFFICIAL USE ONLY
K.SHS. K.SHS.
A BUILDERS WORK SH/13
B ELECTRICAL INSTALLATIONS EW/2
C MECHANICAL INSTALLATIONS MW/5
D PRIME COST & PROVISIONAL SUMS PS/1
600,000.00
GRAND TOTAL CARRIED TO FORM OF TENDER
Amount in words : Kenya shillings………………………………………………………………………………………….………..…………..
……………………………………………………………………………………..Cents …………………………………………………………………
Tenderer’s Signature …………………………………………………………………………………………………………….…………………….
Address ……………………………………………………………………………………………………………………………..………………………
Date …………………………………………………………………………………………………………………………………………………..……..
Witness Signature …………………………………………………………………………………………………………………….………………..
Address ……………………………………………………………………………………………………………………………..………………………
Date …………………………………………………………………………………………………………………………………..……………………..