Bill of Quantities - ROAD

Bill No. 1 - Phase 1

ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE

ITEM Description UNIT QTY RATE AMOUNTNo. KShs. Cts

ON-SITE ACCESS ROADS

Earthworks

A101 Clear site of bushes and undergrowth including

grubbing up their roots and disposing. ITEM SUM 100000 100000

A102 Cut down trees girth 500 mm measured 1 metre

from the ground ITEM SUM 50000 50000

A103 Excavate black cotton soil material and cut

to spoil in approved area. Depth n.e. 1m. CM 1040 450 468000

A104 Compaction of base of excavated surface. SM 1040 100 104000

A105 CM 800 700 560000

A106 CM 160 700 112000

A107 CM 104 700 72800

A108 SM 780 150 117000

A109 SM 1040 250 260000

A110 Precast conrete kerbs 250mm x 125mm onclass 15/20 concrete bed 250mm x 180mm andhaunch 125mm thick, laid to straight. LM 260 700 182000

A111 Extra over for kerbs laid to radius. LM 20 700 14000

PAGE TOTALCARRIED FORWARD TO SECTION COLLECTION SHEET 2,039,800

Page 1 of 4

Note: For brevity item description for permanent works generally identify the components of works. The rate must cover for provide, place, compact and all works necessary to complete work as per specification.

Fill in murram or other equal and approved subgrade material compacted to 90 percent Maximum dry Density (M.D.D) to Engineer's approval.

150 mm thick murram or other equal and approved subbase material compacted to 100 percent Maximum Dry Density (M.D.D) to Engineer's approval.

300 mm thick approved handpacked hardcore basecourse compacted to 100 percent Maximum Dry Density (M.D.D) to Engineer's approval.

Provide 50mm thick (average) sand bed to receive paving blocks.

Treat surface of formation with approved persistent herbicide

Bill of Quantities - ROAD

Bill No. 3

ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE

ITEM Description UNIT QTY RATE AMOUNTNo. KShs. Cts

A112 SM 780 1500 1170000

A113 Precast concrete channels 125mm x 100mm on class 15/20 concrete bed 125mm x 180mm thick, laid to straight. LM 130 600 78000

A114 E.O for channels laid to radius. LM 20 600 12000

FOOTPATHSEarthworks

A115 Excavate black cotton soil material and cut

to spoil in approved area. Depth n.e. 0.3m. CM 140 300 42000

A116 Compaction of base of excavated surface. SM 195 300 58500

A117 Fill in selected gravel material, CBR>15, to formation level in layers not exceeding 150mm

compacted thickness. CM 195 300 58500

Base

A118 Provide and lay 150mm thick compacted

natural gravel sub-base material CBR>30. CM 60 450 27000

A119 SM 195 150 29250

SM 195 250 48750

Surfacing in footpath

A120 Precast light duty paving slabs 600mm x 600mm

x 50mm on 50mm graded sand-bed. SM 195 1100 214500

PAGE TOTAL CARRIED FORWARD TO SECTION COLLECTION SHEET 1,738,500

Provide and lay to fall 60 mm thick Heavy duty interlocking precast concrete paving blocks as per "BAMBURI BLOX" catalogue or other equal and approved manufacturer's catalogue including vibrating down with an appoved plate compactor.

Provide 50mm thick (average) sand bed to receive paving slabs.

Treat surface of formation with approved persistent herbicide

Page 2 of 4

Bill of Quantities - ROAD

Bill No. 3

ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE

ITEM Description UNIT QTY RATE AMOUNTNo. KShs. Cts

STORMWATER DRAINAGE

Excavation for lined block drains and earth

A121 Excavate trench for earth drain and for lined drain

as indicated on the drawings from the existing CM 78 450 35100ground level to the bottom of trench Depth 0.5m - 1.0m.

A122 Provide lay and joint precast concreteinvert block drain units (concrete mix 1:2:4) on100mm murram bed. LM 150 1200 180000

Culvert pipes

A123 Excavate trench for pipe culverts to the depth

instructed. Depth n.e. 1.5m. CM 9 450 4050

A124 Provide and lay 300mm DIA precast concreteogee pipes in trenches for culverts depth n.e. LM 9 3000 27000

A125 Mass concrete 100mm thick bed and surround

type 'B' to culverts (concrete mix 1:3:6). CM 9 105 945

A126 100 mm thick base slab 12 100 1200

Sawn formwork as described

A127 Sides of base 0-100 mm girth LM 15 100 1500

Filling

A128 Approved hand packed hardcore to sides of CM 5 700 3500

culvert to engineers details

A129 Smooth dressed quarry stone or equal and SM 12 1200 14400

approved walling in cement:sand (1:4) motar

PAGE TOTAL CARRIED FORWARD TO SECTION COLLECTION SHEET 267,695

Page 3 of 4

Bill of Quantities - ROAD

Bill No. 3

ON-SITE ACCESS ROADS, FOOTPATHS AND STORM WATER DRAINAGE

ITEM Description UNIT QTY RATE AMOUNTNo. KShs. Cts

Page total page 1 2,039,800

page total page 2 1,738,500

Page total page 3 267,695

SUB TOTAL 1 4,045,995

ADD 16 % VAT 647,359

SUB TOTAL 2 4,693,354

Total Inclusive of Taxes 4,693,354

Page 4 of 4