small bq

1
Page 1 of 1 INCENERATOR BILLS OF QUANTITIES Item no. RATE COST ITEM DESCRIPTION UNIT QTY kshs. kshs. 1 PRELIMINARY 1.1 Supervision and approvals sum sum ### 30,000.00 2 INCENERATOR PROPER 2.1 CM 6 500.00 3,000.00 2.2 Load, cart away and spread extra excavation material on site as directed . CM 300 250.00 75,000.00 2.3 Return, fill and ram selected excavated materials to sides of foundation wall. CM 100 250.00 25,000.00 Wall:- 3 Vibrated Reinforced concrete 1:2:4 as described in :- 3.1 200 mm Base slab CM 2.0 12,000.00 24,000.00 3.2 150 mm Base slab SM 1.5 12,000.00 18,000.00 3.2 Special wall in fire bricks walling SM 7.0 2,400.00 16,800.00 3.2 200 mm external walling with neat motar finish SM 14.0 1,500.00 21,000.00 3.3 SM 20.0 250.00 5,000.00 4 Sawn formwork as described to :- 4.1 Edges of footing 150 - 225 mm girth LM 20.0 90.00 1,800.00 4.2 Cover slab SM 8.0 450.00 3,600.00 5 5.1 8 mm diameter Kg 30.0 150.00 4,500.00 5.2 10 mm diameter Kg 20.0 150.00 3,000.00 6 FLUE STACK FRAME 6.1 Spingot No. 1.0 1,200.00 1,200.00 6.2 Spingot plate No. 1.0 450.00 450.00 6.3 Purpose made Top frame in 50 x 50 angles SM 1.0 15,000.00 15,000.00 6.4 Safety cage including framing No. 1.0 7,250.00 7,250.00 6.5 4 meter 200 mm diameter stack in GI pipe No. 1.0 36,000.00 36,000.00 6.6 Stack mounting frame in 50 x 50 angles No. 4.0 2,250.00 9,000.00 6.7 Allow for purpose made demounting flanges including nuts and bolts No. 2.0 2,500.00 5,000.00 6.8 Allow for purpose made demountable grate No. 1.0 6,500.00 6,500.00 7 DOORS 7.1 Purpose made ash door No. 1.0 5,500.00 5,500.00 7.2 Purpose made loading door No. 1.0 6,500.00 6,500.00 7.3 Air inlet construction in 75 mm diameter pipes well embedded No. 4.0 850.00 3,400.00 TOTAL ### ALLOW FOR CONTIGENCY-5% 16,325.00 ESTIMATED COST ### Excavate trenches in normal soil for base slab not exceeding 1.0 M deep from the reduced level. Extra over ditto for 10 mm neat horizontal key and flush vertical joints in (1:4) High Tensile Reinforcement Bars to B. S. 4461 including cutting, bending, binding wires and all necessary spacer blocks : [Provisional]

Upload: isaac-mureithi-maina

Post on 09-Dec-2015

4 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: SMALL BQ

Page 1 of 1

INCENERATORBILLS OF QUANTITIES

Item no. RATE COST ITEM DESCRIPTION UNIT QTY kshs. kshs.

1 PRELIMINARY

1.1 Supervision and approvals sum sum ### 30,000.00

2 INCENERATOR PROPER

2.1 CM 6 500.00 3,000.00

2.2 Load, cart away and spread extra excavation material on site as directed . CM 300 250.00 75,000.00

2.3 Return, fill and ram selected excavated materials to sides of foundation wall. CM 100 250.00 25,000.00 Wall:-

3 Vibrated Reinforced concrete 1:2:4 as described in :-

3.1 200 mm Base slab CM 2.0 12,000.00 24,000.00

3.2 150 mm Base slab SM 1.5 12,000.00 18,000.00

3.2 Special wall in fire bricks walling SM 7.0 2,400.00 16,800.00

3.2 200 mm external walling with neat motar finish SM 14.0 1,500.00 21,000.00

3.3 Extra over ditto for 10 mm neat horizontal key and flush vertical joints in (1:4) mortar. SM 20.0 250.00 5,000.00 4 Sawn formwork as described to :-

4.1 Edges of footing 150 - 225 mm girth LM 20.0 90.00 1,800.00

4.2 Cover slab SM 8.0 450.00 3,600.00

5

5.1 8 mm diameter Kg 30.0 150.00 4,500.00

5.2 10 mm diameter Kg 20.0 150.00 3,000.00

6 FLUE STACK

FRAME

6.1 Spingot No. 1.0 1,200.00 1,200.00

6.2 Spingot plate No. 1.0 450.00 450.00

6.3 Purpose made Top frame in 50 x 50 angles SM 1.0 15,000.00 15,000.00

6.4 Safety cage including framing No. 1.0 7,250.00 7,250.00

6.5 4 meter 200 mm diameter stack in GI pipe No. 1.0 36,000.00 36,000.00

6.6 Stack mounting frame in 50 x 50 angles No. 4.0 2,250.00 9,000.00

6.7 Allow for purpose made demounting flanges including nuts and bolts No. 2.0 2,500.00 5,000.00

6.8 Allow for purpose made demountable grate No. 1.0 6,500.00 6,500.00

7 DOORS

7.1 Purpose made ash door No. 1.0 5,500.00 5,500.00

7.2 Purpose made loading door No. 1.0 6,500.00 6,500.00

7.3 Air inlet construction in 75 mm diameter pipes well embedded No. 4.0 850.00 3,400.00

TOTAL 326,500.00

ALLOW FOR CONTIGENCY-5% 16,325.00

ESTIMATED COST ###

Excavate trenches in normal soil for base slab not exceeding 1.0 M deep from the reduced level.

High Tensile Reinforcement Bars to B. S. 4461 including cutting, bending, binding wires and all necessary spacer blocks : [Provisional]