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II BILL OF QUANTITIES / SCHEDULE OF RATES
RENJA PRIMARY SCHOOL
BILL 1: CONSTRUCTION OF 50 M3 FERRO-CEMENT TANK - 1 NO.
AS PER DRAWING NO. UN-HABITAT-RAIN-2014- FERRO -CEMENT TANK
Item Description Unit Quantity Unit price Ksh.
Total Amount Ksh.
1 Site preparation, trimming and Excavation of tank foundation to remove black cotton/ top soil upto 300 mm
m3 9.0
2 Hardcore filling - well rammed and compacted -300 mm thick m3 9.0
Slab reinforcement
3 Weld mesh- BRC 104 pcs 12
4 Y 10 bars - column pcs 1.0
5 Starter bars for the walls - Y 8 pcs 4
6 Chicken mesh- starter rolls 1.0
Floor concrete
7 Casing of floor slab 100 mm -1.2.4 ratio m3 3
Walls
Reinforcement
8 Y 8 bars pcs 25
9 Chicken mesh- walls rolls 5
Mortar
10 Cast layers of mortar in walls upto 75mm thickness, mix 1:3 with water proof cement
m2 195
Roof
Reinforcement
11 Y 8 bars pcs 38
12 Chicken mesh rolls 3
Mortar
13 Cast layers of mortar in walls upto 60 mm thickness, mix 1:3 with water proof cement
m2 54.0
Item
Description Unit Quantity Unit price Ksh.
Total Amount Ksh.
Formwork
14 Plywood pcs 19
15 Props pcs 40
16 Timber -3 x 2 ft 200
Nails
17 Assorted Kg 10
Fittings
18 GI pipe 11/2" ( 38 mm) pcs 2
19 Elbow 11/2" pcs 12
20 Elbow (¾") pcs 4
21 Socket 11/2" pcs 4
22 ¾" GI pipe (Class B) pcs 2
23 Mosquito screen pcs 2
24 Plug (11/2") pcs 2
25 ¾" nipple pcs 4
26 Thread tape pcs 8
27 ¾" tap (Pegler) pcs 2
Gutters
28 Fix at least 30 m of gutters, connected to the tank through a 3”
medium duty uPVC pipe sum 1
Total amount materials and labour
Add 5% contigiency
Total amount
BILL 2: CONSTRUCTION OF 4 DOORS VIP LATRINE- SANPLAT TYPE- 1 NO.
AS PER DRAWING NO. UN-HABITAT-RAIN-2014-VIP LATRINE BOYS WITH URINAL
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Excavation
1 Site preparation, trimming and Excavation Soil trimming up to 600 mm depth
m3 16
2 Excavation of 4 pits each measuring 1m diameter and depth not less than 15m
m3 48
Lining of the walls
3 Casting of trapezoidal cement blocks measuring 355 mm x 200 mm x 75mm, with cement/sand 1:7,
m3 4000
4 Y 10 bars -foundation - strip foundation pcs 5
5 Foundation walls - stones/blocks 600 mm m2 16
6 Hardcore filling - 600 mm m3 8
Slab reinforcement
7 Y 10 bars- for squat blocks pcs 2
8 Weld mesh - slab pcs 3.6
Floor concrete
9 Casing of floor slab 100 mm -1.2.4 ratio ( squat blocks separate as per the drawing and removable)
m3 2
Walls
10 Brick walls as per the drawing m2 49
11 Wall pass kg 25
Lintel
13 Reinforcement - 4 Y8 +links pcs 3
14 Lintel concrete m3 0.2
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
15 Timber formwork - 8x1 ft 36
16 Timber formwork - 3x2 ft 50
17 Round poles pcs 3
Roofing
18 Nails 4" kg 2
19 Nails 3" kg 2
20 Nails 2" kg 2
21 Roofing nails kg 1
22 Timber 8"x1" ft 50
23 Timber 3"x2" ft 50
24 Timber 2"x2" ft 80
25 Install Galvanized Iron sheet (30 gauge)- 2.5 m pcs 7
26 Fix roof as per dimension sum 1
Doors
27 Butt joint timber doors ( 1900 x 850) with hinges, locks both inside and outside
No 4
Paints and finishes
Plaster
28 2 layers of plaster ( 15mm )on all walls m2 90
29 Floor screed m2 16
30 Undercoat paint ltrs 4
31 Emulsion paint - 4l - external tin 2
32 Gloss paint - 4l - internal - wet areas tin 2
33 White tiles- urinal wall up to 1.2 m cuttons 3
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Plumbing
34 Install 4" Vent pipe (10 ft) + vent cover+ screen pcs 4
35 Install uPVC 6" waste pipe - urinal No 1
36 2" - waste pipe uPVC - urinal drain to soak pit No 2
Total amount materials and labour
Add 5% contingency
Total amount
BILL 3: CONSTRUCTION OF 4 DOORS VIP LATRINE- SANPLAT TYPE- 2
AS PER DRAWING NO. UN-HABITAT-RAIN-2014-VIP LATRINE IRLS WITHOUT URINAL
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Excavation
1 Site preparation, trimming and Excavation Soil trimming up to 600 mm depth
m3 16
2 Excavation of 4 pits each measuring 1m diameter and depth not less than 5m
m3 48
Lining of the walls
3 Casting of trapezoidal cement blocks measuring 355 mm x 200 mm x 75mm, with cement/sand 1:7,
m3 4000
4 Y 10 bars -foundation - strip foundation pcs 5
5 Foundation walls - stones/blocks 600 mm m2 16
6 Hardcore filling - 600 mm m3 8
Slab reinforcement
7 Y 10 bars- for squat blocks pcs 2
8 Weld mesh - slab pcs 4
Floor concrete
9 Casing of floor slab 100 mm -1.2.4 ratio ( squat blocks separate as per the drawing and removable)
m3 2
Walls
10 Brick walls as per the drawing m2 49
11 Wall pass kg 25
Lintel
13 Reinforcement - 4 Y8 +links pcs 3
14 Lintel concrete m3 0.2
15 Timber formwork - 8x1 ft 36
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
16 Timber formwork - 3x2 ft 50
17 Round poles pcs 3
Roofing
18 Nails 4" kg 2
19 Nails 3" kg 2
20 Nails 2" kg 2
21 Roofing nails kg 1
22 Timber 8"x1" ft 50
23 Timber 3"x2" ft 50
24 Timber 2"x2" ft 80
25 Install Galvanized Iron sheet (30 gauge)- 2.5 m pcs 7
26 Fix roof as per dimensions and details sum 1
Doors
27 Butt joint timber doors ( 1900 x 850) with hinges, locks both inside and outside
No 4
Paints and finishes
Plaster
28 2 layers of plaster on all walls m2 90
29 Floor screed m2 16
30 Undercoat paint ltrs 4
31 Emulsion paint - 4l - external tin 2
32 Gloss paint - 4l - internal - wet areas tin 2
Plumbing
33 Install 4" Vent pipe (10 ft) + vent cover+ screen pcs 4
Total amount materials and labour
Add 5% contingency
Total amount
BILL 4: SUPPLY OF HAND WASHING FACILITIES
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
1 Supply 4 No. plastic hand washing basins - 60 litres fixed with GI taps -1/4" type Pegler and a fabricated steel stand
pcs 4
Total amount
SUMMARY- RENJA PRIMARY SCHOOL AMOUNT KSH
1 Bill 1: Construction of 50 m3 Ferro Cement Tank - 1 No.
2 Bill 2: Construction of 4 doors VIP latrine- SANPLAT TYPE- 1 No.
3 Bill 3: Construction of 4 doors VIP latrine- SANPLAT TYPE- 2
4 Bill 4: Supply of hand washing facilities
Project total
MATETE PRIMARY SCHOOL
BILL 1: CONSTRUCTION OF 50 M3 FERRO CEMENT TANK - 1 NO.
As per Drawing No. UN-HABITAT-RAIN-2014- FERRO -CEMENT TANK
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
1 Site preparation, trimming and Excavation of tank foundation to remove black cotton/ top soil up to 300 mm
m3 9
2 Hardcore filling - well rammed and compacted -300 mm thick
m3 9
Slab reinforcement
3 Weld mesh- BRC 104 pcs 12
4 Y 10 bars - column pcs 1
5 Starter bars for the walls - Y 8 pcs 4
6 Chicken mesh- starter rolls 1
Floor concrete
7 Casing of floor slab 100 mm -1.2.4 ratio m3 3
Walls
Reinforcement
8 Y 8 bars pcs 25
9 Chicken mesh- walls rolls 5
Mortar
10 Cast layers of mortar in walls up to 75mm thickness, mix 1:3 with water proof cement
m2 195
Roof
Reinforcement
11 Y 8 bars pcs 37
12 Chicken mesh rolls 3
Mortar
13 Cast layers of mortar in walls up to 60 mm thickness, mix 1:3 with water proof cement
m2 54
Formwork
14 Plywood pcs 19
15 Props pcs 40
16 Timber -3 x 2 ft 200
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Nails
17 Assorted Kg 10
Fittings
18 GI pipe 11/2" ( 38 mm) pcs 2
19 Elbow 11/2" pcs 12
20 Elbow (¾") pcs 4
21 Socket 11/2" pcs 4
22 ¾" GI pipe (Class B) pcs 2
23 Mosquito screen pcs 2
24 Plug (11/2") pcs 2
25 ¾" nipple pcs 4
26 Thread tape pcs 8
27 ¾" tap (Pegler) pcs 2
Gutters
28 Fix at least 30 m of gutters, connected to the tank through a 3” medium duty uPVC pipe
sum
1
Total amount materials and labour
Add 5% contingency
Total amount
BILL 2: CONSTRUCTION OF 4 DOORS VIP LATRINE
AS PER DRAWING NO. UN-HABITAT-RAIN-2014-VIP LATRINE BOYS WITH URINAL
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Excavation
1 Site preparation, trimming and Excavation Soil trimming up to 600 mm depth
m3 16
2 Excavation of pit as per dimension up to 5m min
m3 80
Foundation walls
3 Y 10 bars -foundation - strip foundation pcs 5
4 Foundation walls - stones/blocks 600 mm depth
m2 16
5 Hardcore filling - 600 mm m3 8
Slab reinforcement
6 Y 10 bars pcs 5
7 Weld mesh - slab pcs 5
Floor concrete
8 Casing of floor slab 100 mm -1.2.4 ratio( squat blocks separate as per the drawing and removable)
m3 2
Walls
10 Brick walls as per the drawing m2 50
11 Wall pass kg 25
Lintel
13 Reinforcement - 4 Y8 +links pcs 3
14 Lintel concrete m3 0.2
15 Timber formwork - 8x1 ft 36
16 Timber formwork - 3x2 ft 50
17 Round poles pcs 3
Roofing
18 Nails 4" kg 2
19 Nails 3" kg 2
20 Nails 2" kg 2
21 Roofing nails kg 1
22 Timber 8"x1" ft 50
Item Description Unit Quantity Unit price Total
Kshs. Amount Kshs.
23 Timber 3"x2" ft 50
24 Timber 2"x2" ft 80
25 Install Galvanized Iron sheet (30 gauge)- 2.5 m
pcs 7
26 Fix roof as per dimension sum 1
Doors
27 Butt joint timber doors ( 1900 x 850) with hinges, locks both inside and outside
No 4
Paints and finishes
Plaster
28 2 layers of plaster on all walls m2 90
29 Floor screed m2 16
30 Undercoat paint ltrs 4
31 Emulsion paint - 4l - external tin 2
32 Gloss paint - 4l - internal - wet areas tin 2
33 White tiles- urinal wall up to 1.2 m cuttons 3
Plumbing
34 Install 4" Vent pipe (10 ft) + vent cover+ screen
pcs 4
35 Install uPVC 6" waste pipe - urinal No 1
36 2" - waste pipe uPVC - urinal drain to soak pit No 2
Total amount materials and labour
Add 5% contingency
Total amount
BILL 3: CONSTRUCTION OF 4 DOORS VIP LATRINE
AS PER DRAWING NO. UN-HABITAT-RAIN-2014-VIP LATRINE GIRLS WITHOUT URINAL
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
Excavation
1 Site preparation, trimming and Excavation Soil trimming up to 600 mm depth
m3 16
2 Excavation of pit as per dimension up to 5m min
m3 80
Foundation walls - stones
3 Y 10 bars -foundation - strip foundation pcs 5
4 Foundation walls - stones/blocks 600 mm m2 16
5 Hardcore filling - 600 mm m3 8
Slab reinforcement
6 Y 10 bars pcs 5
7 Weld mesh - slab pcs 5
Floor concrete
8 Casing of floor slab 100 mm -1.2.4 ratio ( squat blocks separate as per the drawing and removable)
m3 2
Walls
10 Brick walls as per the drawing m2 50
11 Wall pass kg 25
Lintel
13 Reinforcement - 4 Y8 +links pcs 3
14 Lintel concrete m3 0.2
15 Timber formwork - 8x1 ft 36
16 Timber formwork - 3x2 ft 50
17 Round poles pcs 3
Roofing
18 Nails 4" kg 2
19 Nails 3" kg 2
20 Nails 2" kg 2
21 Roofing nails kg 1
22 Timber 8"x1" ft 50
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
23 Timber 3"x2" ft 50
24 Timber 2"x2" ft 80
25 Install Galvanized Iron sheet (30 gauge)- 2.5 m
pcs 7
26 Fix roof as per dimension sum 1
Doors
27 Butt joint timber doors ( 1900 x 850) with hinges, locks both inside and outside
No 4
Paints and finishes
Plaster
28 2 layers of plaster on all walls m2 90
29 Floor screed m2 16
30 Undercoat paint ltrs 4
31 Emulsion paint - 4l - external tin 2
32 Gloss paint - 4l - internal - wet areas tin 2
Plumbing
33 Install 4" Vent pipe (10 ft) + vent cover+ screen
pcs 4
Total amount materials and labour
Add 5% contingency
Total amount
BILL 4: SUPPLY OF HAND WASHING FACILITIES
Item Description Unit Quantity Unit price Kshs.
Total Amount Kshs.
1 Supply 4 No. plastic hand washing basins - 60 litres fixed with GI taps -1/4" type Pegler and a fabricated steel stand
pcs 4
Total amount
SUMMARY AMOUNT KSH
Bill 1: Construction of 50 m3 Ferro Cement Tank - 1 No.
Bill 2: Construction of 4 doors VIP latrine- SANPLAT TYPE- 1 No.
Bill 3: Construction of 4 doors VIP latrine- SANPLAT TYPE- 1 No.
Bill 4: Supply of hand washing facilities
Project total
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