measured works - kericho.go.ke
TRANSCRIPT
1
MEASURED WORKS BILL 1
Item Description
ELEMENT NO1
BILL NO. 01
PROPOSED ALTERATION AND INTERNAL RENOVATIONS AT
CHEPSEON DISPENSARY
ELEMENT NO. 1 DEMOLITION AND ALTERATION
The tenderer is advised to visit the site before �ricing and
ascertain the nature of the existing buildings and services. No
claims arising from the Tenderers ignorance will be entertained.
Demolitions Carefully remove the existing lean to roof at the verandar and store on
site the salvage materials for re-use, and the falling plastic ceiling on
the dispensary winq
Carefully remove and store an existing window overall dimensions
1450 x 1050mm high, cart away the arising debris, make good the
defects and fill the openinq, (1 NO.)
C Hack the sreeded floor and cart away the debrils in readiness to
receive foolr tiles m/s
Plain glazed ceramic non-sli� floor tiles size 300 x 300 x 8mm as
a��roved by the Architect : bedded on cement and sand screeds
{measured se�arately} : jointed and grouted in matching colour
cement mortar
D Foors
E 8x100mm high ceramic floor skirting including 12mm screed and
grouting.
Sawn cypress: pressure impregnated
F 75 x 50mm Brandering to ceilings at 600mm centres
both ways: plugged to walls where necessary
Chipboard ceilings
1 Lmm mIcK nowerea 1.,;nIpooara nonzomaI ce111ng nxea
to and including 5Ox5Omm sawn cypress brandering at
G 600mm etc both directions mis.finishing joint with fibre
tape and skimming before applying finishing coats of
paint mis.
H Extra'over ceiling for trap door size 6O0x6OOmm
Cornice
I 15OX25mm cornice
Carried to Summary
1/2
Unit
Item
item
SM
SM
LM
LM
SM
NO
LM
Quantity
1
1
1
142
69
233
142
1
190
Rate Amount
COUNlY QUANTITY SUfWEYOR COUNTY CCl 1.'L/-''i'.'UiT Of t\lklCHO
PO.Bo��-:1�; 20:tt
2
MEASURED WORKS BILL 1
Item Description UNIT
BILL NO.02
PROPOSED PARTITIONING AND FIT OUT WORKS CHEPSIR DISPENSARY
PARTITIONING OF THE PHARMACY AND SHELVING
Timber studded partitioning
The following in sawn c�press timber framework; including
drilling, nailing, bolting and all necessart connections to detail.
A 150 x 50mm bottom piece LM
B Ditto; top piece LM
C Ditto; transome LM
D Ditto; vertical members at 1200mm centres LM
E 75 x 50mm intermediate Horizontal members: at 1200mm centres LM
16mm diameter x 200mm long anchor bolts grade 8.8 holding-down
bolts complete with head nuts, washers, drilling and setting into NO
concrete at 1200mm centres.
12mm thick laminate particle boards; hardwood lipped all round; fixed to Timber framing (m/s) in;-Timber stud partitioning; fixed to timber framing (ms) SM
The followinq in 2 NO. Tall Units overall size 1800 x 600 x 2000mm hiah 25mm Laminated MDF board with and including drilling, glueing, bolting, riveting and fixing brackets to the stonework to detail as described in;-
H Shelves SM
I Top SM
J Vertical members SM
Carried to Summary
1/3
QUANTITY
4
5
4
14
14
11
17
1
9
RATE AMOUNT
COUNTY Q U 1�tl TI TY SU fl VEY Oh courny l',C!'.1 cJ:•,:, NT (JI KUJICHO
P. 0. Box i 1 2 20200.
3
MEASURED WORKS BILL 1
Item
A
B
C
D
Description
Bill No 3
PLUMPING AND DRAINAGE WORKS
Sui:mlll and install the following including all materials and jointing to SUQQlll,waste and over flow QiQes. Note that trade names are used to signifll the need for high gualitll and durable fittings. Egual and aQQroved alternatives can be fitted where the
guoted fittings are not available.
Wash hand basin size 406 x 305mm with one tap holes and chain stay
hole, 32mm diameter chrome plated pop up chain waste, concealed
wall brackets, chrome plated single tap hole basin mixer as Cobra and
chrome plated bottle trap (32mm 'P' trap) with 75mm seal. The wash
hand basin to be as Twyfords 'Sola 51 O' or equal and approved
Sink tap as CTM's Tivoli Margot Chrome Prep Bowl Tap Pillar Type
with Swivel Spout overal size 252mm high including connection to
existinQ water supply system.
Drainage
Allow for provision of waste pipe and connection to the existing
drainage system
Builder's Work Cut holes for small pipes through 200mm thick wall and make good
disturbed surfaces.
Carried to Summary
1/4
UNIT QUANTITY RATE AMOUNT
NO 2
No. 2
Item 1
Item 2
4
MEASURED WORKS BILL 1
Item Description Unit
SECTION SUMMARY - KITCHEN UNIT
1 Demolishion works and Internal works
2 Internal fittings and Pharmacy Shelving
4 Sanitary Fittings
TOTAL FOR MEASURED WORKS CARRIED TO SUMMARY
1/5
Quantity
Page No.
1/1
1/2
1/4;
Rate Amount
Amount
KSHS.
COUrJTY OUAtrrnY SUf';VEYOR COUNTY C,CJ'.'Li::•-,',·•-�H (J! KUitCHC
P. 0. Box i 1 2 - 20200.
KER IC HO.
5
PROPOSED COMPLETION OF WAITING BAY BILL OF QUANTITIES BoQ NO.
CHEPSEON DISPENSARY
Item Description Unit Qty Rate Amount Kshs Kshs
ELEMENT NO 2 BILL NO 1
VERANDAR
Excavations
Excavate (average) 150mm to remove top soil: load wheel and spread on A site as directed. SM 27
Excavate for trenches, commencing from stripped level and not B exceeding 1.5m deep; and deposit and spread on site as directed. CM 9
lmoorted hardcore Approved quarry stone hardcore filling : 300mm thick (overall) : deposit,
spread, level and compact in layers not exceeding 150mm thick : to C receive blinding CM 34
Murram blindina D 50mm Murram blinding to surface of hardcore SM 30
lnsitu concrete: class 15125mm E 50mm Blinding layer : under wall foundations SM 12
lnsitu concrete: class 20120mm: vibrated: reinforced· to
F 200mm thick base slab. SM 30
Selected and annroved aualitv local stone load bearina l7N/mm2)
block wallina in 200mm course heiahts: machine cut or smooth Iv
dressed: bedded and iointed in cement and sand (1:4) mortar and
reinforced with 20 aauae 20mm hooo iron strios laid horizontallv
everv alternate course. G 200mm thick foundation walling. SM 28
Unframed structural steel work factorv orimed before deliverv to site and to be executed by an approved skilled person.
H 75MM black pipe properly fixed to the ground with concrete LM 15
I 100 x 50 main rafter member/ principle rafters. LM 56
J 75x50mm thick timber purlins fixed to common Rafters. LM 56
IT 5 Prepainted box profile Roof covering at 15.0 degrees from horizontal including fix including all necessary battens and fixtures. SM 33
L 350MM X25MM Fascia board LM 22
Carried to collection
ff 6
Item uescripuon
WAITING BAYS
200 mm thick block walling,jointed in cement and sand(1 ;3)morter and including hoop iron reinforcement at alternate courses including all necessary working around
155mm thick X400MM Wide concrete surface bed seating Bay reinforced with A142 BRC Mesh
Floor Finishes
p 32mm thick cement and sand (1 :3) screed: mixed with SIKA or equal and
approved hardener; finished hard and smooth on concrete to detail.
SUB TOTALS
Totals from page no 1
Sub-Totals from Above
Carried to collection
Unit
SM
Im
SM
\.alty Rate Amount
8
9
21
f"-.('ill'.) .,. ;I r,:r,1-.,i.J"'P'l V :'."lll:'1 \1'!:''\'U·"'r l,•0\.ifi ! Y \.iUni, ! 1 I l J,.,11i.. 1\ COUNTY C�>Jlt�'1','L��T Gf KLF�!CHO 7
Item
B
C
D
E
F
G
H
I
1
2
Description
BILL NO. 2
RAIN WATER COLLECTIONS AND DRAINAGE WORKS
Box rainwater Gutters, pipes and fittings : solvent welded
joints
250x200x200mm box steel gutters 3mm ms plate fixed to
fascia with including appropriate brackets hangers bends,
and gutter spout or out lets for connection to down pipes by
outs all in accordance with architect drawings.
Extra for stopped end
Extra for 90 degree bend
Extra for 100mm diameter rainwater outlet
100mm Diameter "Fulbora" roof outlet : with dome grating : joint to pipe
Down Pipes with solvent welded joints, fixed to walls with
holderbolts size 100 x 100 mm or any other approved
Extra for bend
Balustrading to sides of steps, verandah and ramps.
900mm high mild steel balustrading comprising of 50 x 25 x 3mm RHS
handrail, 900mm high vertical standards at 600mm centers, 600mm high
balusters size 20 x 20 x 3mm RHS at 150mm centres, 50 x 6mm mild
steel plate welded on top of the balusters and 50 x 15 x 2mm RHS bottom
rail including welding and priming with red lead oxide before delivery on
site.
Painting and decoration to balustrading
Prepare and apply 3 coats of an approved oil gloss paint to general
surfaces of balustrading.
Verandar Extension
Water collection
Totals carried to collection
Unit Qty Rate Amount
m 36
No 2
No 2
No 2
No 2
m 20
No 12
LM 19
SM 34
. .
8
Item Description Quantity Unit Rate Amount ELEMENT NO3 RAINWATER COLLECTION, TANK AND BASE.
Tank base Excavations
A Excavate (average) 150mm to remove top soil: load wheel and spread on site
7 Sm as directed.
B Excavate for trenches, commencing from stripped level and not exceeding
5 Cm 1.5m deep; and deposit and spread on site as directed.
lmgorted hardcore Approved quarry stone hardcore filling : 300mm thick (overall) : deposit,
C spread, level and compact in layers not exceeding 150mm thick : to receive 4 Sm
blindin�
Murram blinding
50mm Murram blinding to surface of hardcore 4 Sm
lnsitu concrete : class 15125mm
E 50mm Blinding layer : under wall foundations 9 Sm
Backfilling Backfill and compact selected excavated materials 1 Cm
G Remove surplus spoil from the site and dispose off as directed by the Project
4 Cm Manager.
Labours and sundries
H One Layer 1000 gauge polythene sheet damp proof membrane : under bed :
7 Cm 300mm laps
I Approved chemical anti-termite treatment. 7 Cm
lnsitu concrete: class 20120mm: vibrated : reinforced; to
200mm thick base slab. 7 Sm
K Ground beams 1 Cm
High tensile steel bar reinforcement to BS 4461 {11rovisionall including
bends, !Ying wires and sgacer blocks. L 8mm diameter 37 Kg
M 10mm diameter 75 Kg
Sawn formwork : to
N Vertical sides of beams 6 Sm
0 Vertical edge of bed : over 75 but not exceeding 150mm high 10 Lm
Carried to Collection
("' Q , p If{ , , 1 1 \ ·. 1 '!'\"·' y C,' i .. I I r \' /'\ C -' i t-' 1 � \.1 , 1 �4 ; 'i l I I v \,; : 1 V C. 1 U 11 COUrdY CC!'.li:',.'L�H (ii KLRiC
1HO
� ,. - �{;)
P. 0. Box i i 2 20200.
9
Item Description
Selected and a1mroved guality local stone load bearing (7N/mm2} block walling in 200mm course heights: machine cut or smoothly dressed:
bedded and jointed in cement and sand {1 :4} mortar and reinforced with 20 gauge 20mm hoo� iron stri�s laid horizontally eve!)'. alternate course.
A 200mm thick foundation walling.
Finishes Floor Finishes
B 32mm thick cement and sand (1 :3) screed: mixed with SIKA or equal and
approved hardener; finished hard and smooth on concrete to detail.
Water storage tank. 5,000 litres capacity round plastic rectangular water storage tank as ROTO
C TANK or an approved equivalent with 2 NO. 25mm and 20mm diameter union
long threaded nipples and 3 NO. respective backnuts connection including
perforations with all the necessary piping.
Carried to Collection
RAINWATER COLLECTION, TANK AND BASE.
COLLECTION
Total Brought Forward from Page No.
Carried to Summary
Quantity
9
9
1
Page No
2/1
2/2
Unit Rate Amount
Sm
Sm
No.
Amount
Above
P. 0. Box 1 4 2 • 20200,
10
Item Description Amount
ELEMENT NO4
PRIME COSTS AND PROVISIONAL SUMS
Electrical works
Allow a Provisional Sum of Kenya Shillings Eighty five Thousand Thousand
A (Ksh85,000 .00) for provision of conduits, drawing cables in conduits, provision
Sum 85,000.00 and installation electrical fittings and provision of two copies of "As-Built
Drawings".
Contingencies
B Allow a Provisional Sum of Kenya Shillings FiftyThousand (Ksh 50,000 .00) for
Sum 50,000.00 Contractor's Contingencies.
TOTAL FOR PC AND PROVISIONAL SUMS CARRIED TO SUMMARY KSHS. 135,000.00
11
COUNTY GOVERNMENT OF KERICHO
PROPOSED COMPLETION OF CHEPSEON DISPENSARY -CHEPSEON WARD
KIPKELION EAST SUB-COUNTY
BILL NO DESCRIPTION
MAIN OPD WING
2 VERANDAR EXTENSION AND WAITING BAY
3 WATER TANK AND BASE
4 PC SUMS
TOTAL CARRIED TO FORM OF TENDER (Amount t:,,.Y, SUPPLY Al inclusive of 16% VAT & Withholding Tax)
( Amount inclusive of 16% VAT and Withholding Tax)
Contractor's Official Rubber Stamp
Contractor's Signature
DATE:
GRAND SUMMARY
From Page
1/16
Kshs.
Name of Witness
Address Of Witness
Date:
AMOUNT
135,000.00
12