SUMMARY NONWEDE BILL OF QUANTITIES

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

1 PRELIMINARY AND GENERAL ITEMS
1.1 Allow for developer's site establishment Sum 68,000.00
1.2 Allow for developer’s site administration Sum 33,000.00
1.3 Allow for removal off site at end of contract Sum 32,000.00
1.4 Allow for watching and lighting Sum 8,000.00
1.5 Allow for project sign board No. 6,800.00
1.6 Provide and maintain temporary barriers and lights. Sum 8,100.00
1.7 Allow for soil and concrete tests by a testing laboratory Prov. 20,000.00
to be approved by the Engineer. Sum
1.8 Allow for relocation of pegs (Prov) sum 30,000.00
1.9 Allow for the Engineer's fees Sum
1.10 Equip Engineer's and Project Manager's offices with Sum
office furniture, computers, communication gadgets,
tools and equipment etc including their maintanance.
1.11 Allow for the provision and servicing, fuelling Sum 4,500.00
maintenance of Engineer's vehicle for the duration of the
contract, vehicles to be returned to Client upon
completion of the contract.
SUB-TOTAL PRELIMINARIES AND GENERALS 210,400.00

2.0 SUBGRADE
2.1 Clear all grass,bush and weeds from road servitude and
dispose within 1km as directed by the Engineer m2 456,168 0.25 114,042.00
2.2 Fell,stump and remove main roots of trees exceeding
1m girth No R/O 87.20
2.3 Remove 150mm topsoil m2 456,168 0.30 136,850.40
2.4 Common excavation for use in the embarkments of
roads including all excavatons for forming of drains
loading (free haul 0.5km) watering,mixing and
compacting to 93% Mod AASHTO
i) Excavate from cut m3 R/O 8.20 -
ii)Excavate from borrows m3 R/O 9.70
2.5 a) Extra over item 2.3 for excavating anthills within
formation width,dispose(not exceeding 1km)of waste
material all as directed by the Engineer,measured
insitu(Prov) m3 68,425 4.10 280,543.32
2.6 Supply and apply ant-treating chemical where
directed(Prov) m3 R/O 2.50
2.7
Extra over item 2.4 for rock where directed and dispose
(not exceeding1km) of spoil as directed by the Engineer m3 R/O 3.80
2.8 Extra over item 2.4 for excavations of expansive soils
where directed (not exceeding 1km) of spoil (Prov) m3 R/O 3.80
2.9 Overhaul on items 2.3 to 2.5 m 3/km 40,000 0.62 24,800.00
2.10 Scarify,shape,water and control compact subgrade over
the carriegeway width including shoulders and
embankments to main roads to a compacted depth of
150mm and to not less than 93% Mod AASHTO m2 319,317 0.69 220,328.73
SUB-TOTAL SUBGRADE 776,564.45

3.0 PAVEMENT
3.1 Supply approved base 2 material load, haul,dump
spread, water, mix and compact to not less than 96%
Mod AASHTO in layers of 150mm thickness m3 23,949 13.50 323,311.50
3.2 Supply approved base 1 material load, haul,dump
spread, water, mix and compact to not less than 98%
Mod AASHTO in layers of 150mm thickness m3 47,898 13.50 646,623.00
3.3 Supply mountable kerbs m 1000 22 22,000.00
3.4 Supply grade C15 concrete hauchuing to kerbstones m3 105 220.00 23,100.00
SUB-TOTAL PAVEMENT 1,015,034.50

4 SURFACING
4.1
Supply all material and apply cutback bitumen MC30 as
prime layer at a rate of 0.8litres/sqm to all road surface litres 255,454 1.30 332,089.68
4.2 Sand cover to prime as ordered by the engineer m2 R/O 25.00
4.3 Bituminous surface treatment using 80/100pen Bitumen
at 1.2ltrs/sqm for tack coat and 19mm aggregate at
0.0133
i)bitumen @ 1.2litres/sqm litres 383,180 1.30 498,134.52
ii)19mm aggregate @0.013cum/sqm m3 4,151 35.00 145,289.24
4.4 Seal Coat using 80/100pen bitumen at 0.8litres/sqm and
13mm aggregate at 0.009cum/sqm
i)150/200 pen bitumen @ 0.8ltrs/sqm m3 255,454 1.30 332,089.68
ii)13mm aggregate @ 0.009cum/sqm m3 2,874 30.00 86,215.59
TOTAL CARRIED TO SUMMARY 1,393,818.71

5 DRAINAGE STRUCTURES
5.1 Excavations for pipe culverts,catchpits, and drains m3 5000 4.30 21,500.00
5.2 Extra over 5.1 for excavations in intemediate material as
specified m3 R.O 20.00
5.3 Extra over 5.1 for excavation in rock as specified m3 R.O 40.00
5.4
Supply, lay,bed and joint class 40D concrete stormwater
pipes with interlocking Ogee joints in pipe
culverts.Including for necessary backfilling and ramming
a)450mm diameter single barrel m 350 198.00 69,300.00
b)450mm diameter double barrel m 150 236.40 35,460.00
5.5 Supply all material and construct 230mm brick
headwalls of culvert inlet and outlet m2 195 47.00 9,165.00
5.6 Supply all material and construct trapezoidal drains in
grade 15 concrete m3 748.56 220.00 164,683.20
SUB-TOTAL DRAINAGE STRUCTURES 300,108.20

6 ANCILLIARY ITEMS
6.1
Allow for provision for entrance boom gate, guard house,
and 1800mm height palisade fence coated with 1 (one)
under coat and 1 (one) coat on the front of the premises sum 121,000.00
6.2 Final clearing m 14,000 1.2 16,800.00

SUB-TOTAL ANCILLIARY ITEMS 137,800.00

TOTALS 3,833,725.86
Add 5% contigencies 191,686.29
GRAND TOTAL 4,025,412.15

GRAND TOTAL 4,025,412.15

Prepared by
Transparency Construction (PVT) LTD
SUMMARY NONWEDE BILL OF QUANTITIES

BILL NO.2 WATER RETICULATION

ID DESCRIPTION UNIT QTY RATE AMOUNT

1.10 Clear and grub the line to a minimum width of 2m including

removal of trees with girth n.e 0.5 m 20,000 0.25 5,000.00

1.20 EXCAVATION AND BACKFILLING

Excavate in all materials pipe tenches OD + 500 wide backfill
to 91%MOD AASHTO
110mm m3 9,413 4.00 37,650.00
160mm m3 1,175 4.00 4,700.00
TOTAL CARRIED FOWARD 47,350.00

2.00 PIPE LAYING

2.10 PVC PIPES CLASS 16
110mm m 9412.5 19.47 183,237.84
160mm m 1175 33.75 39,656.25

2.20 VALVES
110mm No 177 210.00 37,170.00
160mm No 12 295.00 3,540.00

2.30 BENDS
110mm x 90 deg No. 104 26.00 2,704.00
160mm x 90 deg No. 31 47.00 1,457.00

2.40 Supply all materials and construct gate valve chambers No. 207 230.00 47,610.00

2.50 Supply,install and test fire hydrant complete with flanged No. 10 390.00 3,900.00

2.60 Supply all materials and construct fire hydrant boxes No. 10 90.00 900.00

2.70 Supply all materials and construct gate valve boxes No. 207 90.00 18,630.00

2.80 Supply and place markers

i)Valve markers and hydrant markers No. 207 30.00 6,210.00

2.90 Supply all material and place Grade 20 thrust blocks cum 34 170.00 5,737.50

3.00 Allow for disinfection of pipelines sum R/O 1,500.00

3.10 Allow for connection to the municipality of BULAWAYO sum 2,500.00

TOTAL CARRIED FORWARD 354,752.59

TOTAL CARRIED TO SUMMARY 402,102.59

Prepared by
Transparency Construction (PVT) LTD
SUMMARY NONWEDE BILL OF QUANTITIES

ID DESCRIPTION UNIT QTY RATE AMOUNT

Roads and Stormwater 4,025,412.15

Water Reticulation 402102.59

GRAND TOTAL 4,427,514.74

Prepared by
Transparency Construction (PVT) LTD
SUMMARY NONWEDE BILL OF QUANTITIES

PROPOSED DEVELOPMENT WORK

FOR
NONWEDE RESIDENTIAL

Prepared by
Transparency Construction (PVT) LTD