latium priced bill of quantitiesrev(1)

7/31/2019 LATIUM Priced Bill of Quantitiesrev(1)

1/155

ITEM DESCRIPTION QTY UNIT RATE

BILL NO. 2

SPECIFIC REQUIREMENTS (All Provisional)

The following Provisional Sums included herein

are to be used only as directed bv the Engineer and/ or deducted in full or in part if not required.

A Make, cure and convey concrete test cubes toLaboratory and test. 1 Sum 67,500.00

B Make insitu density tests on backfill and road base

material when and as directed by the Engineer. 1 Sum 224,000.00

C Reinstate Lot boundaries disturbed duringconstruction. 1 Sum 90,000.00

SPECIFIC REQUIREMENTS Carried to Summary Infrastructure Works page I.W. $

2/1

LATIUM HOUSING DEVELOPMENTINFRASTRUCTURE WORKS


2/155


3/155


BILL NO. 3

DAYWORKS

The Contractor will be reimbursed as defined below

for the cost of works carried out as dayworksin accordance with clause 52 (4) of the Conditionof Contract.

The Contractor is to insert below the percentageadditions he requires to each section of the PrimeCost for overheads and profit, and also insert theappropriate amount in the cash column

LABOUR

A Provide in respect of the Prime Cost of Labour theProvisional Sum of $100.000.00 Sum

B Percentage addition for overheads and profit. 10 %

MATERIALS

C Provide in respect of the Prime Cost of Material, theProvisional Sum of $75.000.00 Sum

D Percentage addition for overheads and profit. 15 %

PLANT

E Provide in respect of the Prime Cost of Plant, theProvisional Sum of $75.000.00 Sum

F Percentage addition for overheads and profit. 15 %

DAYWORKS Carried to Summary Infrastructure Works page I.W. $

3/1



4/155

$

100,000.00

10,000.00

75,000.00

11,250.00

75,000.00

11,250.00

282,500.00


5/155


Bill NO. 4

SITE CLEARANCE

A Remove shrubs, undergrowth and the like, togetherwith their roots and remove debris from site. 15,814 Sq.M 200.00

B Remove trees together with their roots and removefrom site. (girth exceeding 0.9m and not exceeding1.2m) 10 No. 12,000.00

CDitto (girth exceeding 1.2m and not exceeding 1.5m).

10 No. 15,000.00

DDitto (girth exceeding 2.1 m and not exceeding2.4m). 10 No. 30,000.00

SITE CLEARANCE Carried to Summary Infrastructure Works page I.W. $

4/1



6/155

$

3,162,800.00

120,000.00

150,000.00

300,000.00

3,732,800.00


7/155

ITEM DESCRIPTION QTY UNIT RATE $

Bill NO. 5

ROADWAY.

Preambles

The works in this section comprises the constructionof Roadway, sidewalk and footpath includeexcavating or all works to sub-base, base andsurface of roads etc and kerb wall, including allnormal difficulties caused by obstructions and costsin connection herewith.

The supply of approved marl backfill and compact in

max 150mm layers to 95% modified proctor density.

Surplus excavated material is to be stockpiled on siteto be used as directed by the "Engineer".


R.7


8/155


R.8


9/155


ROADWAY.Road No.1a

Excavation and Earthworks

A Excavate average 150mm deep to remove vegetablesoil and set aside for reuse as directed. 7,454 m2 120.00 894,480.00

B

Excavate roadway and sidewalk to subgradecommencing at strip site level not exceeding 2.50mmaximum depth and deposit excavated material onsite (Provisional). 7,339 m3 727.00 5,335,453.00

C Extra over excavation and disposal for breaking uprock. (Provisional) 4,403 m3 2,350.00 10,347,050.00

D Selected excavated material well consolidated in

making up levels to sub-base. (Provisional) 6,605 m3 682.00 4,504,610.00

E Approved granular fill material well consolidated inmaking up levels to sub-base. 5,654 m3 1,936.00 10,946,144.00

F

125mm Thick approved river shingle or well gradedcrushed aggregate as sub-base; spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receive basecourse. (measured separately) 3,970 m2 498.00 1,977,060.00

G

125mm Thick approved marl spread, levelled,

watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 3,970 m2 515.00 2,044,550.00

H Grade surface of excavation to falls and cross falls. 3,970 m2 82.00 325,540.00

I

Prepare and apply prime tack coat MCO as specifiedat a rate of spread of between 0.8 and 1.0 litre perM2 and including cleaning and watering the layer tobe primed and maintaining the primed surface asspecified. 3970 m2 155.00 615,350.00

I

Prepare and apply 40mm thick type 4(b) asphalticconcrete laid and rolled to fall and camber approvedby the engineer (all in accordance withSpecification). 3970 m2 2,100.00 8,337,000.00

R.9


10/155


Concrete Kerb

J

125mm x 250mm precast concrete half batteredkerb, bed, joint, and point in cement mortar (1:3), onand including 300 x 150mm concrete 17 N/mm2

foundation, with similar concrete haunching,including all necessary excavation, backfilling andsubsequent disposal of surplus excavated material. 932 m 1,438.00 1,340,216.00

K Ditto, but to varying radii 290 m 2,081.00 603,490.00

L 150mm average thickness of concrete 21 N/mm2 inpaver gutter finished with a steel float 550 m2 1,739.00 956,450.00

Road #1a Carried to collection. 48,227,393.00

R.10


11/155


ROADWAY (Cont.)

Road No.1a

Sidewalk

150mm Thick reinforced concrete 21 MPa bed laid tofalls in alternate bays, complete with brush broomfinish and iron marking including JRC 125 reinforcedfabric, formwork and filling to make up levels 733 m2 3,976.00 2,914,408.00

Street Signs

A

Include the Provisional Sum of $50,000 for supplyingand erecting "Street Name" signs and stop signs toministry of Construction specification.

1 Sum 50,000.00 50,000.00

B Include the Provisional sum of $12,000.00 for Roadmarking as per Engineer requirements. 1 Sum 12,000.00 12,000.00

Road #1 Carried to collection. 2,976,408.00

COLLECTION

Carried from page R.2 48,227,393.00


Road #1 Carried to Roadway collection. $ 51,203,801.00

R.11


12/155


R.12


13/155


ROADWAY.Road No.1b



B

Excavate roadway and sidewalk to subgradecommencing at strip site level not exceeding 2.50mmaximum depth and deposit excavated material onsite (Provisional). 7 m3 727.00 5,089.00

C Extra over excavation and disposal for breaking uprock. (Provisional) 1 m3 2,350.00 2,350.00

D Approved granular fill material well consolidated inmaking up levels to sub-base. 7,450 m3 1,936.00 14,423,200.00

E

125mm Thick approved river shingle or well gradedcrushed aggregate as sub-base; spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receive basecourse. (measured separately) 663 m2 498.00 330,174.00

E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 663 m2 515.00 341,445.00

F Grade surface of excavation to falls and cross falls. 663 m2 82.00 54,366.00

G



Concrete Kerb

R.13


14/155


H

125mm x 250mm precast concrete half batteredkerb, bed, joint, and point in cement mortar (1:3), onand including 300 x 150mm concrete 17 N/mm2foundation, with similar concrete haunching,including all necessary excavation, backfilling andsubsequent disposal of surplus excavated material. 194 m 1,438.00 278,972.00

I Ditto, but to varying radii 10 m 2,081.00 20,810.00

J 150mm average thickness of concrete 21 N/mm2 inpaver gutter finished with a steel float92 m2 1,739.00 159,988.00

Road #1b Carried to collection. 17,260,739.00

R.14


15/155


ROADWAY (Cont.)Road No.1b

Street Signs

A


1 Sum 50,000.00 50,000.00


Road #1b Carried to collection. 55,000.00

COLLECTION


Carried from page R.5 55,000.00

oa 1 arr e to oa way co ect on. $ 17,315,739.00

R.15


16/155


R.16


17/155


18/155


H



J 150mm average thickness of concrete 21 N/mm2 inpaver gutter finished with a steel float 87 m2 1,739.00 151,293.00

Road #2 Carried to collection. $ 7,486,408.00

R.18


19/155


ROADWAY (Cont.)Road No.2

Street Signs

A


1 Sum 50,000.00 50,000.00


Road #2 Carried to collection. $ 59,000.00

COLLECTIONCarried from page R.6 7,486,408.00



R.19


20/155


R.20


21/155





B

Excavate roadway and sidewalk to subgradecommencing at graded ground level not exceeding2.50m maximum depth and deposit excavatedmaterial on site (Provisional). 11,929 m3 727.00 8,672,383.00


D Selected excavated material well consolidated inmaking up levels to sub-base. (Provisional) 7,891 m3 682.00 5,381,662.00

E


E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measured

separately) 2,535 m2 515.00 1,305,525.00

F Grade surface of excavation to falls and crossfalls. 2,535 m2 82.00 207,870.00

G

Prepare and apply prime tack coat MCO as specifiedat a rate of spread of between 0.8 and 1.0 litre perM2 and including cleaning and watering the layer tobe primed and maintaining the primed surface asspecified. 2,535 m2 155.00 392,925.00

Prepare and apply 40mm thick type 4(b) asphalticconcrete laid and rolled to fall and camber approvedby the engineer (all in accordance withSpecification). 2,535 m2 2,100.00 5,323,500.00

Concrete Kerb

R.21


22/155


H

125mm x 250mm precast concrete half batteredkerb, bed, joint, and point in cement mortar (1:3), onand including 300 x 150mm concrete 17 N/mm2foundation, with similar concrete haunching,including all necessary excavation, backfilling andsubsequent disposal of surplus excavated material. 740 m 1,438.00 1,064,120.00




R.22


23/155



Street Signs

A


1 Sum 50,000.00 50,000.00



COLLECTION


Carried from page R.962,000.00


R.23


24/155


R.24


25/155




A Excavate average 150mm deep to remove vegetablesoil and set aside for reuse as directed. 503 m2 120.00 60,360.00

B

Excavate roadway and sidewalk to subgradecommencing at graded ground level not exceeding1.50m maximum depth and deposit excavatedmaterial on site (Provisional). 8 m3 727.00 5,816.00


D Selected excavated material well consolidated inmaking up levels to sub-base. (Provisional) 187 m3 682.00 127,534.00

E


E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compacting

ground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 330 m2 515.00 169,950.00

F Grade surface of excavation to falls and crossfalls. 330 m2 82.00 27,060.00

G


Prepare and apply 40mm thick type 4(b) asphalticconcrete laid and rolled to fall and camber approvedby the engineer (all in accordance withSpecification). 330 m2 2,100.00 693,000.00

Concrete Kerb

R.25


26/155


H





R.26


27/155



Street Signs

A

Include the Provisional Sum of $50,000 for supplyingand erecting "Street Name" signs and stop signs to

ministry of Construction specification.1 Sum 50,000.00 50,000.00



COLLECTION




R.27


28/155


R.28


29/155




AExcavate average 150mm deep to remove vegetablesoil and set aside for reuse as directed. 2,459 m2 120.00 295,080.00

B




E

125mm Thick approved river shingle or well gradedcrushed aggregate as sub-base; spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receive basecourse. (measured separately) 1,614 m2 498.00 803,772.00

E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 1,614 m2 515.00 831,210.00


G



Concrete Kerb

H

125mm x 250mm precast concrete half batteredkerb, bed, joint, and point in cement mortar (1:3), onand including 300 x 150mm concrete 17 N/mm2foundation, with similar concrete haunching,including all necessary excavation, backfilling andsubsequent disposal of surplus excavated material,but to varying radii 50 m 1,438.00 71,900.00

R.29


30/155





R.30


31/155


ROADWAY (Cont.)Road No.5 (Cont.)

Street Signs

A

Include the Provisional Sum of $50,000 for supplying

and erecting "Street Name" signs and stop signs toministry of Construction specification.

1 Sum 50,000.00 50,000.00



COLLECTION




R.31


32/155


R.32


33/155





B




E


E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 786 m2 515.00 404,790.00


G



Concrete Kerb

H


R.33


34/155





R.34


35/155



Street Signs

A



1 Sum 50,000.00 50,000.00



COLLECTION




R.35


36/155


R.36


37/155





B




E


D


separately) 2,034 m2 515.00 1,047,510.00

E Grade surface of excavation to falls and crossfalls. 2,034 m2 82.00 166,788.00

F



Concrete Kerb

R.37


38/155


G



J150mm average thickness of concrete 21 N/mm2 inpaver gutter finished with a steel float 305 m2 1,739.00 530,395.00


R.38


39/155



Street Signs

A



1 Sum 18,000.00 18,000.00



COLLECTION




R.39


40/155


R.40


41/155





B



D Approved granular fill material well consolidated inmaking up levels to sub-base. 2,873 m3 1,936.00 5,562,128.00

E

125mm Thick approved river shingle or well gradedcrushed aggregate as sub-base; spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receive basecourse. (measured separately) 1,344 m2 498.00 669,312.00

E

125mm Thick approved marl spread, levelled,watered and well rammed and consolidated in100mm layers including levelling and compactingground under and preparing surface to receiveconcrete bed and asphaltic concrete. (measuredseparately) 1,344 m2 515.00 692,160.00


G



Concrete Kerb

H


R.41


42/155





R.42


43/155


ROADWAY (Cont.)Road 8 (Cont.)

Street Signs

A



1 Sum 50,000.00 50,000.00


Road # 8 Carried to collection. $ 60,000.00

COLLECTION



Road # 8 Carried to Roadway collection. $ 12,003,548.00

R.43


44/155


R.44


45/155


46/155


I


J Ditto, but to varying radii 70 m 2,081.00 145,670.00

K150mm average thickness of concrete 21 N/mm2 inpaver gutter finished with a steel float 252 m2 1,739.00 438,228.00

Road #9a Carried to collection. $ 16,055,708.00

ROADWAY (Cont.)Road 9a (Cont.)

Street Signs

A


1 Sum 18,000.00 18,000.00


Road # 9a Carried to collection. $ 21,850.00

COLLECTION



Road # 9a Carried to Roadway collection. $ 16,077,558.00 R.46


47/155


R.47


48/155


ROADWAY (Cont.)Road No.9b


A Excavate average 150mm deep to remove vegetablesoil and set aside for reuse as directed. 877 m2 120.00 105,240.00

B


C Extra over excavation and disposal for breaking uprock. (Provisional) 0.5 m3 2,350.00 1,175.00


E


E


separately) 576 m2 515.00 296,640.00


GPrepare and apply prime tack coat MCO as specifiedat a rate of spread of between 0.8 and 1.0 litre perM2 and including cleaning and watering the layer to 576 m2 155.00 89,280.00


Concrete Kerb

H


R.48


49/155




Road #9b Carried to collection. $ 3,623,626.00

R.49


50/155


ROADWAY (Cont.)Road 9b (Cont.)

Street Signs

A



1 Sum 36,000.00 36,000.00


Road # 9b Carried to collection. $ 51,400.00

COLLECTION



Road # 9b Carried to Roadway collection. $ 3,675,026.00

R.50


51/155


R.51


52/155





B

Excavate roadway and sidewalk to subgradecommencing at strip site level not exceeding 2.50mmaximum depth and deposit excavated material onsite (Provisional). 1.0 m3 727.00 727.00

C Extra over excavation and disposal for breaking uprock. (Provisional) 0.1 m3 2,350.00 235.00


E


E


separately) 696 m2 515.00 358,440.00


G


Prepare and apply 40mm thick type 4(b) asphalticconcrete laid and rolled to fall and camber approvedby the engineer (all in accordance with

Specification). 696 m2 2,100.00 1,461,600.00

Concrete Kerb

R.52


53/155


54/155



Street Signs

A



1 Sum 18,000.00 18,000.00

BInclude the Provisional sum of $3,850.00 for Roadmarking as per Engineer requirements. 1 Sum 3,850.00 3,850.00


COLLECTION




R.54


55/155


R.55


56/155





B




E


E


separately) 2,538 m2 515.00 1,307,070.00


G


Prepare and apply 40mm thick type 4(b) asphalticconcrete laid and rolled to fall and camber approvedby the engineer (all in accordance with

Specification). 2,538 m2 2,100.00 5,329,800.00

Concrete Kerb

R.56


57/155


H

125mm x 250mm precast concrete half batteredkerb, bed, joint, and point in cement mortar (1:3), onand including 300 x 150mm concrete 17 N/mm2foundation, with similar concrete haunching,including all necessary excavation, backfilling andsubsequent disposal of surplus excavated material. 756 m 1,438.00 1,087,128.00




R.57


58/155



Street Signs

A



1 Sum 36,000.00 36,000.00

BInclude the Provisional sum of $19,250.00 for Roadmarking as per Engineer requirements. 1 Sum 19,250.00 19,250.00


COLLECTION




R.58


59/155


ROADWAY (Cont.)

Provisional sum

A Allow the Provisional sum of $500,000.00 foradditional work to Roadway as per Engineer request. 1 Sum 500,000.00 500,000.00

Provisional Sum Carried to Roadway collection. $ 500,000.00

Collection

Road #1a Carried from page R.3 51,203,801.00

Road #1b Carried from page R.5 17,315,739.00

Road #2 Carried from page R.7 7,545,408.00





R.59


60/155




Road #9a Carried from page R.21 16,077,558.00

Road #9b Carried from page R.23 3,675,026.00

Road #10 Carried from page R. 25 4,521,328.00

Road #11 Carried from page R. 27 20,773,938.00

Provisional Sum Carried from page R.28 500,000.00

ROADWAY Carried to Summary Infrastructure Works page I.W. $ 214,625,593.00

R.60


61/155


Bill NO. 6

WATER SUPPLYWater Supply (Provisional sum)

Preambles

All excavation will commence at existing ground levels andall quantities are provisional and will be subject to re-measurement as the work progresses.

Water mains to average depth includes excavating,providing, laying, jointing, and testing pipes of the diameter,material and class specified. Backfilling material in 150mmlayers and disposal of surplus, difficulties caused byobstructions and all other costs in connection herewith.



62/155


63/155



WATER SUPPLY (Cont.)

Water Supply along Road No.1a (Cont.)

Pipework (Cont.)

A 200 x 20mm Diameter saddle 1 No. 7,000.00 7,000.00

B 100 x 20mm Diameter saddle 2 No. 5,040.00 10,080.00

C 150mm Diameter end cap 1 No. 1,000.00 1,000.00

D 20mm Diameter end cap 5 No. 700.00 3,500.00

400mm Thick concrete Thrust block as per Engineerspecification around the following fittings:-

E 200 x 200 x 200mm Diameter tee 3 No. 7,900.00 23,700.00

F 150 x 150 x 150mm Diameter tee 2 No. 6,900.00 13,800.00

G 100 x 100 x 100mm Diameter tee 1 No. 5,000.00 5,000.00

H 200mm Diameter 90 degree bend 1 No. 8,000.00 8,000.00

I 100mm Diameter 90 degree bend 1 No. 6,000.00 6,000.00

J 100mm Diameter 11.25 degree bend 3 No. 5,000.00 15,000.00

K 150mm Diameter end cap 1 No. 1,000.00 1,000.00

L 100mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 3 No. 36,000.00 108,000.00

M

Excavate as necessary, supply, fix, joint, flanged cast ironfire hydrant complete with 2 No. 62mm diameter hoseoutlets, cast iron caps and steel chain, 100mm diameterduckfoot bend, 100mm hydrant column valve, and pre-castconcrete valve box, with cast iron frame and cover, concrete2500 PSI thrust block and base, interconnecting piping andfittings, including 100mm diameter flanged mild steel socketand adaptor and Johnson coupling all assembled complete,primed and painted in three coats gloss oil paint and makegood all works disturbed. 3 No. 105,000.00 315,000.00

N

Precast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast i ron cover andframe and concrete surround to top. 3 No. 5,000.00 15,000.00

O12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 26 No. 1,000.00 26,000.00

Carried to Collection $ 558,080.00

COLLECTION

Carried from page W.2 2,664,960.00

Carried from page W.3 558,080.00

Water Su ly to Road No.1A carried to Collection $ 3,223,040.00


64/155




Water Supply along Road No.1b


AExcavate in trench average 600mm average depth for100mm diameter pipe, part backfill with sand and remainderwith selected excavated material and including the disposalof surplus excavated material. 98 m 700.00 68,600.00

BExcavate trench average 450mm deep for 20mm diameterpipes part backfilled with sand and remainder backfilled withselected excavated material and including disposal of surplusexcavated material. 31 m 500.00 15,500.00

C Extra over excavation and disposal for excavating in rock.(Provisional) 2 m3 2,350.00 4,700.00

Pipework

The following in PVC Schedule 40 pressure pipes withcouplings and jointing as described:-

D 20mm Diameter pipes laid in trench. 31 m 800.00 24,800.00

E 100mm Diameter pipes laid in trench. 98 m 1,400.00 137,200.00

Extra over P.V.C. Pipe for the following :




I 100mm Diameter 11.25 degree bend 6 No. 5,000.00 30,000.00

J 200 x 100mm Diameter reducer 1 No. 4,500.00 4,500.00

K 100 x 20mm Diameter saddle 2 No. 5,000.00 10,000.00

L 20mm Diameter end cap 6 No. 700.00 4,200.00

400mm Thick concrete Thrust block as per Engineers ecification around the following fittings:-

M 100 x 100 x 100mm Diameter tee 1 No. 6,400.00 6,400.00

N 100mm Diameter 11.25 degree bend 6 No. 5,000.00 30,000.00



65/155




Water Supply along Road No.1b (Cont.)

Pipework (Cont.)

Pipework

A 100mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 2 No. 36,000.00 72,000.00

B

Excavate as necessary, supply, fix, joint, flanged cast ironfire hydrant complete with 2 No. 62mm diameter hoseoutlets, cast iron caps and steel chain, 100mm diameterduckfoot bend, 100mm hydrant column valve, and pre-castconcrete valve box, with cast iron frame and cover, concrete

2500 PSI thrust block and base, interconnecting piping andfittings, including 100mm diameter flanged mild steel socketand adaptor and Johnson coupling all assembled complete,primed and painted in three coats gloss oil paint and makegood all works disturbed. 1 No. 100,000.00 100,000.00

C

Precast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 2 No. 10,000.00 20,000.00

D 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 6 No. 10,000.00 60,000.00


COLLECTION



Water Su ly to Road No.1B carried to Collection $ 663,300.00


66/155




Water Supply along Road No.2


A

Excavate trench average 600mm average depth for 50mmdiameter pipe, part backfill with sand and remainder withselected excavated material and including the disposal ofsurplus excavated material. 106 m 6,000.00 636,000.00

B

Excavate trench average 450mm deep for 20mm diameterpipes part backfilled with sand and remainder backfilled withselected excavated material and including disposal of surplusexcavated material. 52 m 500.00 26,000.00


Pipework





F 200 x 50mm Reducer 1 No. 2,500.00 2,500.00

G 20mm Diameter 90 degree bend 35 No. 3,000.00 105,000.00

H 50 x 50 x 20mm Diameter tee 5 No. 3,000.00 15,000.00

I 20 x 20 x 20mm Diameter tee 5 No. 2,000.00 10,000.00

J 50mm Diameter end cap 1 No. 1,000.00 1,000.00

K 20mm Diameter end cap 10 No. 700.00 7,000.00


L 50mm Diameter end cap 1 No. 1,000.00 1,000.00

Water Supply to Road No.2 carried to Collection $ 1,005,750.00


67/155







BExcavate in trench average 600mm average depth for100mm diameter pipe, part backfill with sand and remainderwith selected excavated material and including the disposalof surplus excavated material. 390 m 700.00 273,000.00

CExcavate trench average 450mm deep for 20mm diameterpipes part backfilled with sand and remainder backfilled withselected excavated material and including disposal of surplusexcavated material. 108 m 500.00 54,000.00

D Extra over excavation and disposal for excavating in rock.(Provisional) 123 m3 2,350.00 289,050.00

Pipework


E 20mm Diameter pipes laid in trench. 108 m 800.00 86,400.00

F 100mm Diameter pipes laid in trench. 390 m 1,400.00 546,000.00

G 200mm Diameter pipes laid in trench. 373 m 3,500.00 1,305,500.00




J 200mm Diameter 90 degree bend 1 No. 7,000.00 7,000.00

K 20mm Diameter 90 degree bend 74 No. 3,000.00 222,000.00

L 100mm Diameter 11.25 degree bend 1 No. 5,000.00 5,000.00

M 200 x 100mm Diameter reducer 4 No. 4,500.00 18,000.00

N 200 x 20mm Diameter saddle 11 No. 5,000.00 55,000.00

O 20mm Diameter end cap 21 No. 700.00 14,700.00

Carried to Collection $ 3,242,050.00


68/155




Water Supply along Road No.3 (Cont.)

Pipework (Cont.)


A 200 x 200 x 200mm Diameter tee 6 No. 8,000.00 48,000.00

B 200mm Diameter 90 degree bend 1 No. 7,000.00 7,000.00

C 100mm Diameter 11.25 degree bend 1 No. 5,000.00 5,000.00

Pipework

D 200mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 1 No. 46,000.00 46,000.00

E 100mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 3 No. 36,000.00 108,000.00

F

Excavate as necessary, supply, fix, joint, flanged cast ironfire hydrant complete with 2 No. 62mm diameter hoseoutlets, cast iron caps and steel chain, 100mm diameterduckfoot bend, 100mm hydrant column valve, and pre-castconcrete valve box, with cast iron frame and cover, concrete2500 PSI thrust block and base, interconnecting piping andfittings, including 100mm diameter flanged mild steel socketand adaptor and Johnson coupling all assembled complete,primed and painted in three coats gloss oil paint and makegood all works disturbed. 3 No. 100,000.00 300,000.00

GPrecast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 3 No. 10,000.00 30,000.00

H 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 21 No. 1,000.00 21,000.00


COLLECTION





69/155






AExcavate in trench average 600mm average depth for 50mmdiameter pipe, part backfill with sand and remainder withselected excavated material and including the disposal ofsurplus excavated material. 59 m 600.00 35,400.00



Pipework







H 100 x 50mm Diameter reducer 1 No. 3,000.00 3,000.00

I 20mm Diameter end cap 7 No. 700.00 4,900.00


400mm Thick concrete Thrust block as per Engineer

s ecification around the following fittings:-

K 20 x 20 x 20mm Diameter tee 3 No. 2,000.00 6,000.00

L 50 x 50 x 20mm Diameter tee 4 No. 3,000.00 12,000.00

M 50mm Diameter end cap 1 No. 6,000.00 6,000.00

N 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 7 No. 7,000.00 49,000.00

Water Su ly to Road No.4 carried to Collection $ 248,750.00


70/155










Pipework




G 150mm Diameter pipes laid in trench. 182 m 2,250.00 409,500.00




J 150mm Diameter 90 degree bend 1 No. 7,000.00 7,000.00


L 100mm Diameter 45 degree bend 1 No. 5,000.00 5,000.00



O 100mm Diameter end cap 1 No. 2,000.00 2,000.00

P 20mm Diameter end cap 22 No.1,000.00

22,000.00



71/155





Pipework (Cont.)


A 100 x 100 x 100mm Diameter tee 1 No. 5,000.00 5,000.00

B 150mm Diameter 90 degree bend 1 No. 6,000.00 6,000.00

C 100mm Diameter 45 degree bend 1 No. 5,000.00 5,000.00

D 100mm Diameter end cap 1 No. 2,000.00 2,000.00

E Combination air release vacuum breaker valve (valmatic101S or equivalent) including all cutting and jointing. 1 No. 20,000.00 20,000.00

F Pressure reducing valve with integral check valve completeas detailed including all cutting and jointing. 1 No. 30,000.00 30,000.00

Pipework

G 150mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 1 No. 40,000.00 40,000.00

H 100mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 1 No. 36,000.00 36,000.00

I

Excavate as necessary, supply, fix, joint, flanged cast ironfire hydrant complete with 2 No. 62mm diameter hoseoutlets, cast iron caps and steel chain, 100mm diameterduckfoot bend, 100mm hydrant column valve, and pre-castconcrete valve box, with cast iron frame and cover, concrete2500 PSI thrust block and base, interconnecting piping andfittings, including 100mm diameter flanged mild steel socketand adaptor and Johnson coupling all assembled complete,primed and painted in three coats gloss oil paint and make

good all works disturbed. 1 No. 100,000.00 100,000.00

JPrecast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 1 No. 10,000.00 10,000.00

K 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 22 No. 1,000.00 22,000.00


COLLECTION





72/155







BExcavate in trench average 500mm average depth for 50mmdiameter pipe, part backfill with sand and remainder withselected excavated material and including the disposal ofsurplus excavated material. 138 m 750.00 103,500.00



Pipework








J 20 x 20 x 20mm Diameter tee 5 No. 5,000.00 25,000.00





O 50mm Diameter end cap 1 No. 2,000.00 2,000.00

P 20mm Diameter end cap 11 No. 1,000.00 11,000.00

Q Combination air release vacuum breaker valve (valmatic101S or equivalent) including all cutting and jointing. 1 No. 30,000.00 30,000.00



73/155





Pipework (Cont.)


A 200mm Diameter 45 degree bend 1 No. 10,000.00 10,000.00

B 50 x 50 x 50mm Diameter tee 1 No. 6,000.00 6,000.00

C 50 x 50 x 20mm Diameter tee 5 No. 5,000.00 25,000.00

D 50mm Diameter end cap 1 No. 2,000.00 2,000.00

E 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 11 No. 1,000.00 11,000.00


COLLECTION



Water Supply to Road No.6 carried to Collection $ 718,450.00


74/155









Pipework














N 100 x 100 x 100mm Diameter tee 3 No. 7,000.00 21,000.00

O 100mm Diameter 45 degree bend 1 No. 5,000.00 5,000.00





75/155





Pipework


B

Excavate as necessary, supply, fix, joint, flanged cast ironfire hydrant complete with 2 No. 62mm diameter hoseoutlets, cast iron caps and steel chain, 100mm diameterduckfoot bend, 100mm hydrant column valve, and pre-castconcrete valve box, with cast iron frame and cover, concrete2500 PSI thrust block and base, interconnecting piping andfittings, including 100mm diameter flanged mild steel socket

and adaptor and Johnson coupling all assembled complete,primed and painted in three coats gloss oil paint and makegood all works disturbed. 1 No. 100,000.00 100,000.00

C

Precast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 2 No. 10,000.00 20,000.00

D 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 24 No. 1,000.00 24,000.00


COLLECTION





76/155


77/155


78/155


79/155




Water Supply along Road No.9a(Cont.)

Pipework

O 100mm Diameter cast iron gate valve to MS SP-70 orAWWA C500 including all cutting and jointing. 1 No. 36,000.00 36,000.00

P



QPrecast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 1 No. 10,000.00 10,000.00

S 12 mm Diameter steel pegs 900mm long painted blue used

to mark point for water supply connection. 11 No. 1,000.00 11,000.00


COLLECTION



Water Supply to Road No.9A carried to Collection $ 1,036,800.00


80/155




Water Supply along Road No.9b





Pipework














N 150 x 150 x 150mm Diameter tee 1 No. 20,000.00 20,000.00

O 100 x 100 x 100mm Diameter tee 3 No. 10,000.00 30,000.00





81/155




Water Supply along Road No.9b (Cont.)

Pipework


B



CPrecast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 1 No. 10,000.00 10,000.00

D 12 mm Diameter steel pegs 900mm long painted blue used



COLLECTION



Water Supply to Road No.9b carried to Collection $ 671,700.00


82/155








C Extra over excavation and disposal for excavating in rock.(Provisional) 0 m3 2,350.00 0.00

Pipework






G 20mm Diameter 90 degree bend 7 No. 3,000.00 21,000.00

H 100mm Diameter 11.25 degree bend 1 No. 6,000.00 6,000.00

I 100 x 50mm Diameter reducer 1 No. 8,000.00 8,000.00


K 20mm Diameter end cap 2 No. 1,000.00 2,000.00


L 100mm Diameter 11.25 degree bend 1 No. 15,000.00 15,000.00


N 12 mm Diameter steel pegs 900mm long painted blue usedto mark point for water supply connection. 1 No. 1,000.00 1,000.00

Water Supply to Road No.10 carried to Collection $ 124,500.00


83/155








DExcavate trench average 450mm deep for 20mm diameterpipes part backfilled with sand and remainder backfilled withselected excavated material and including disposal of surplusexcavated material. 160 m 500.00 80,000.00

E Extra over excavation and disposal for excavating in rock.(Provisional) 70 m3 2,350.00 164,500.00

Pipework


F 20mm Diameter pipes laid in trench. 160 m 800.00 128,000.00

H 150mm Diameter pipes laid in trench. 110 m 2,800.00 308,000.00

I 200mm Diameter pipes laid in trench. 254 m 3,500.00 889,000.00



K 150 x 150 x 150mm Diameter tee 2 No. 7,000.00 14,000.00

M 20 x 20 x 20mm Diameter tee 15 No. 5,000.00 75,000.00

P 20mm Diameter 90 degree bend 109 No. 3,000.00 327,000.00

A 100mm Diameter 22.5 degree bend 1 No. 8,000.00 8,000.00

B 200 x 150mm Diameter reducer 1 No. 8,000.00 8,000.00

B 200 x 100mm Diameter reducer 2 No. 8,000.00 16,000.00

C 150 x 100mm Diameter reducer 2 No. 8,000.00 16,000.00

D 200 x 20mm Diameter saddle 1 No. 8,000.00 8,000.00

E 150 x 20mm Diameter saddle 2 No. 8,000.00 16,000.00

F 20mm Diameter end cap 31 No. 1,000.00 31,000.00



84/155








M 100mm Diameter 22.5 degree bend 1 No. 15,000.00 15,000.00

Pipework

O 150mm Diameter cast iron gate valve to MS SP-70 or

AWWA C500 including all cutting and jointing. 2 No. 42,000.00 84,000.00


P



QPrecast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast iron cover andframe and concrete surround to top. 6 No. 10,000.00 60,000.00

S 12 mm Diameter steel pegs 900mm long painted blue used



COLLECTION





85/155




Water Supply to Water Tank


CExcavate in trench average 600mm average depth for100mm diameter pipe, part backfill with sand and remainderwith selected excavated material and including the disposalof surplus excavated material. 516 m 700.00 361,200.00

E Extra over excavation and disposal for excavating in rock.(Provisional) 9 m3 2,350.00 21,150.00

Pipework

The following in Ductile Iron Schedule 40 pressure pipeswith couplings and jointing as described:-


Extra over D.I. Pipe for the following:

L 100 x 100 x 100mm Diameter tee 1 No. 6,000.00 6,000.00

O 100mm Diameter 90 degree bend 1 No. 8,000.00 8,000.00

P 100mm Diameter 22.5 degree bend 1 No. 8,000.00 8,000.00




M 100mm Diameter 22.5 degree bend 1 No. 15,000.00 15,000.00NOTE:Thrust blocks may be replaced with jointstabilisers

Pipework


Q

Precast Concrete valve box 300 x 300 x 1000mm deep(approximately) with 100mm thick concrete 3000 PSI (20N/mm2) base, 50mm sides and including cast i ron cover andframe and concrete surround to top. 2 No. 10,000.00 20,000.00

R

Prime cost sum for Supply and Install Bolted Steel WaterTank 66,000 US Gallons, with adequate corrosion protectionsuitable to the NWC and all appertenances described on thedrawings including ladder, lock off float valve on preparedsite 1 SUM 9,000,000.00 9,000,000.00

Percentage addition for profit and attendence 40 % 9,000,000.00 3,600,000.00

Water Supply to Water Tank $ 13,863,750.00


86/155




Water Tank Site

Road Way


A Excavate average 150mm deep to remove vegetable soiland set aside for reuse as directed. 92 m2 200.00 18,400.00

BExcavate roadway to subgrade commencing at strip site levelnot exceeding 1.50m maximum depth and deposit excavatedmaterial on site (Provisional). 28 m3 659.00 18,452.00

C Extra over excavation and disposal for breaking up rock.(Provisional) 18 m3 2,350.00 42,300.00

D Selected excavated material well consolidated in making uplevels to sub-base. (Provisional) 14 m3 531.00 7,434.00

E

125mm Thick approved river shingle or well graded crushedaggregate as sub-base; spread, levelled, watered and wellrammed and consolidated in 100mm layers includinglevelling and compacting ground under and preparingsurface to receive base course. (measured separately) 92 m2 401.00 36,892.00

E

125mm Thick approved marl spread, levelled, watered andwell rammed and consolidated in 100mm layers includinglevelling and compacting ground under and preparing

surface to receive concrete bed and asphaltic concrete.(measured separately) 92 m2 437.00 40,204.00

F Grade surface of excavation to falls and cross falls. 92 m2 82.00 7,544.00

GPrepare surfaces, prime and apply 40mm thick asphalticconcrete driveway surfacing on marl base (measuredseparately) 92 m2 2,100.00 193,200.00

Concrete Kerb

H

125mm x 250mm precast concrete half battered kerb, bed, joint, and point in cement mortar (1:3), on and including 300x 150mm concrete 17 N/mm2 foundation, with similarconcrete haunching, including all necessary excavation,backfilling and subsequent disposal of surplus excavatedmaterial. 32 m 1,438.00 46,016.00




87/155




Water Tank Site (contd)

Fencing

I

Toe wall 350mm high (200mm of toe wall beneath ground

level) constructed of 150mm thick mass concrete 1:3:6 mix

with displacers, including formwork, all necessary excavation,

disposal, rendering to sides of wall above ground. 163 m 2,500.00 407,500.00

IExtra over fencing for single chain link gate size 3000mmwide x 3000mm high complete, including all necessaryhinges, bolts, locking devices, etc. 1 No 100,000.00 100,000.00

I

Chain link fencing 2400mm high comprising 9 guage 56mm x56mm wire weaved chain links in diagonal pattern secured to50mm diameter galvanized tubular terminal and intermediateposts withgalvanized metal straps and ends including allnecessary brace, bolts and sundry items with 3 # strandsbarb wire in barb arms placed at 3.0m on centers on top .Galvanized tubular terminal and intermediate posts cast in1:2:4 concrete mix (minimum 300mm diameter x 600mmdeep)

163 m 5,000.00 815,000.00

ITo supply and errect concrete coping to secure bottom ofchainlink fencing to wall and resurface chopped portions

where posts had been planted163 m 1,200.00 195,600.00

Tank Base


A Excavate average 150mm deep to remove vegetable soiland set aside for reuse as directed. 254 m2 200.00 50,800.00

BExcavate for tank base commencing at strip site level notexceeding 1.50m maximum depth and deposit excavatedmaterial on site (Provisional). 102 m3 800.00 81,600.00

CExtra over excavation and disposal for breaking up rock.(Provisional) 20 m3 1,943.00 38,860.00

E

300mm Thick approved river shingle or well graded crushedaggregate as sub-base; spread, levelled, watered and wellrammed and consolidated in 100mm layers includinglevelling and compacting ground under and preparingsurface to receive marl fill. (measured separately)

64 m2 401.00 25,664.00

E

200mm Thick approved marl fill spread, levelled, wateredand well rammed and consolidated in 100mm layersincluding levelling and compacting ground under andpreparing surface to receive concrete bed. (measuredseparately)

43 m2 1,936.00 83,248.00

Reinforced Concrete (1:2:4) 21 N/mm 2 as described :-

F 200mm Thick base slab 51 m3 20,000.00 1,020,000.00

G Belt Beam 51 m3 20,000.00 1,020,000.00



88/155




Water Tank Site (contd)

Mild Steel Rod Reinforcement :

H 25mm Diameter in ring beam 2,636 Kg 200.00 527,200.00

I 12mm Diameter as stirrups 628 Kg 200.00 1

latium priced bill of quantitiesrev(1)

Documents