ESTIMATE FOR TOILET BLOCK SARANANKARA DAHAM SHCOOL AT

RANKIRIMADA TEMPLE , DOLUWA.

DIVISIONAL SECRETARIAT IN IBBAGAMUWA
Item
Description of work Units Qty Rate Amount
no
Excavation in trenches for walls/ column pits in
ordinary soil from 0 - 1500 mm deep and
1.0 depositing excavated material to a distance not m3 1.62 989.00 1602.18
exceding 30 m (Earth work support to be paid
seperately where necessary).

Cement concrete 1:3:6(40 mm) in floors and

2.0
foundation m3 0.23 12685.00 2917.55
Random rubble masonry in cement mortar 1:5 in
3.0
deeper levels 0- 1500 mm m3 1.63 10273.00 16744.99
100 mm thick solid block masonry in cement and
4.0
sand mortar 1:5 m2 12.85 1693.00 21755.05
Cement concrete 1:2:4(20 mm) in floor slabs in
5.0 ground floor m3 0.41 22275.00 9132.75
Tor steel reinforcement to lintels, slabs, beams and
6.0 columns bent to shape laid in position and tied with Kg 34.75 240.00 8340.00
G.I. Wire as directed.
12 mm thick plywood formwork in slabs including
7.0 dismantelling m2 6.04 1398.00 8443.92
16 mm thick plastering to wall in lime cement and
8.0 sand 1:1:5 finished smooth with lime putty m2 6.16 848.00 5223.68
floating.
16 mm thick plastering to wall in lime cement and
9.0
sand 1:1:5 finished semi-rough with wooden float. m2 12.60 678.00 8542.80
10 mm thick plastering to soffit slab in cement and
10.0 sand 1:3 including floating with lime putty m2 4.35 1085.00 4719.75

Glazed tiles fixed to walls including bedding in

cement mortar 1:2 and pointing with coloured
11.0 polymer grout ( Approved Sri Lankan, Chinese or m2 6.21 4114.00 25547.94
Malasian made - Prime Cost of a 200x300 tile is
Rs. 100.00 without VAT)

300 x 300 mm Homogeneous floor tiles bedded in

12 mm cement mortar 1:2 and pointing with
coloured polymer grout (Approved Srilankan,
12.0 m2 2.20 3977.00 8749.40
Malaysian or Chinese made - Prime Cost of a
300x300 mm tile Rs. 190.00 without VAT)

Supplying and fixing orrisapan (footrest squatting

pan) with trap including all complete to working
13.0
order. approved quality Chinese or Malasian made nr 2.0 6849.00 13698.00
(Prime cost of the squatting pan is Rs. 2,000.00
without VAT)

110 mm PVC drainage pipe laid on 100 mm thick

14.0 1:3:6(40 mm) concrete including excavation and m 4.0 1369.00 5476.00
cement concrete haunching.
Item
Description of work Units Qty Rate Amount
no
Door plywood with 32 mm thick ( Ginthota or
equivalent ) best quality plywood sash 95x70 mm
frame including Union or equivalent branded
mortice lock, brass fittings and (Mee,Kohomba,
Hedawaka, Ketakala ) brass hinges 3 Nos 125x125
15.0 mm, best quality Union mortice lock, two coats of m2 0.77 14594.00 11237.38
wood presevative, aluminium primer under coat
and two coats of enamel paint. (Prime cost of
motice lock is Rs. 3,100.00 without VAT)

Supplying and fixing 12 mm dia plastic, approved

16.0 type bib tap water tec or equivalent nr 1 498.00 498.00

20 mm (1/2") dia. PVC pipes (PNT 14) fixed to

17.0 walls or buried under ground with specials m 4 257.00 1028.00

Supply and placing 600 mm dia. 2440 mm long

precast reinforced concrete septic tank comfirming
SLS 452. Rate shall include excavation of the pit
18.0 and hire charges of boomtruck for placing and nr 1.0 36853.00 36853.00
subject to specific approval by the Divisional
Engineer.

12 mm thick rendering in cement and sand 1:3

19.0 finished smooth with neat cement floating m2 2.66 648.00 1723.68
Prepare the surfaces and apply two coats of
20.0 emulsion paint m2 6.16 296.00 1823.36
Prepare the surfaces and apply two coats of
21.0 weathershield emulsion paint m2 12.60 335.00 4221.00

Sub total 198,278.43

Administration cost 2% 6,000.00
Total 204,278.43

Prepared by Checked by

Recommend by Approved by
PROJECT NAME :- ESTIMATE FOR TOILET BLOCK RANKIRIMADA TEMPLE AT DOLUWA
T D S DISCRIPTION T D S DISCRIPTION
1.0 Excavetion foundation 24.92 CL
2. R.R.M work 1.00 25.92
3.1:3:6 concrete screed and
floor
ddt
1.00 24.92
4. cement blocks work 57.62 1.0
5. slab concrete 1.63 24.92
6.r/f tor steel
7.form work 1.63 m3
8.internal plaster
9.external plaster 4. cement blocks work
10.sofit plaster 25.59 CL
11.wall tiling 6.00 153.54 25.92
12. floor tiling ddt T joint
13.squating pan 0.3
14.110 mm pvc pipe 25.59
15.panal door with frame ddt for opanings
16.Concrete fan light 5.5
17. bib tap 2.50 13.75 12.85 m2
18.20mm p.v.c pipe
19.septik tank 1.0
20.plinth plaster 1.5 1.5
21.internal painting
22.External 15.3
painting 138.3
12.85
5. slab concrete
CL 9.83
5.83 0.41 m3
16.96 0.25 14.33
12.96 0.41
29.92
6.r/f tor steel
24.59 1.0 Excavetion foundation 24 7.66 183.84 10 mm
1.33 CL 56.04878 34.75 Kg
1.75 57.23 25.92 34.75
1.62 ddt
1.33 9.83 7.form work
24.59 5.83 57.31

1.62 m3 4 5.83 6.04 m2

0.33 7.6956
2.1:3:6 concrete screed and 65.01
24.59 floor 6.04
1.33
0.25 8.18 8.internal plaster
0.23 0.23 m3 25.59
3.0 76.77
24.59 3. R.R.M work ddt
1.33 2.5
 1.00 32.70 3.0 7.5 6.16 m2
Prepared by Checked by

PROJECT NAME :- ESTIMATE FOR TOILET BLOCK RANKIRIMADA TEMPLE AT DOLUWA

T D S DISCRIPTION T D S DISCRIPTION
14.110 mm pvc pipe
2.0 1.00
1.50 3.00 4.00 4.0 m
10.50
66.27 15.panal door with frame
6.16 1.50
5.50 8.25
25.59 9.external plaster 0.77
6.0 153.54 0.77 m2
12.60 m2
2.5
6.0 15.0 2.0

2.00 1.00
1.50 3.00 17. bib tap
18.00 1.00 1.0 Nos
135.54
12.60 18.20mm p.v.c pipe
10.sofit plaster 4.0 4.0 m
9.83
5.83 57.31 19.septik tank
ddt 1.0
25.59 4.35 m2 1.0 Nos
0.41 10.49
46.82 20.plinth plaster
4.35 28.59
1.00 28.59
11.wall tiling 2.66 2.66 m2
25.59
3.00 76.77 21.internal painting
6.21 m2 s.a.b
2.5 6.16 m2
4.0 10 ddt
66.77 22.External painting
6.21 s.a.b
12. floor tiling 12.60 m2
2.00 3.75
3.75 28.13
ddt
2.00 1.50 2.20 m2
1.50 4.50
 23.63
2.20
14.squating pan
2.0 2.0 Nos

Prepared by Checked by
 DIVISIONAL SECRETARIYAT -IBBAGAMUWA - PROGRESS CLAIM
PROJECT NAME - TOILET BLOCK SARANANKARA DAHAM SHCOOL AT RANKIRIMADA TEMPLE , DOLUWA
CONTRACTOR - Rankirimada rajamaha viharastha dayaka sabawa
G.N. DIVISION -Doluwa CLAIM NO - 01
QUANTITY
ITEM CORRECTED
DESCRPTION OF WORK BOQ UNIT WORK RATE AMOUNT REMARKS
NO BOQ QTY PAID AMOUNT
NO. DONE
Excavation in trenches for walls/ column pits in
ordinary soil from 0 - 1500 mm deep and
1.0 depositing excavated material to a distance not
exceding 30 m (Earth work support to be paid
seperately where necessary).
1.0 m3 1.62 2.21 2.21 989.00 2185.69
Cement concrete 1:3:6(40 mm) in floors and
2.0
foundation 2.0 m3 0.23 0.32 0.32 12685.00 4059.20
Random rubble masonry in cement mortar 1:5 in
3.0
deeper levels 0- 1500 mm 3.0 m3 1.63 2.53 2.53 10273.00 25990.69
100 mm thick solid block masonry in cement and
4.0
sand mortar 1:5 4.0 m2 12.85 15.38 15.38 1693.00 26038.34
Cement concrete 1:2:4(20 mm) in floor slabs in
5.0 ground floor 5.0 m3 0.41 1.04 1.04 22275.00 23166.00
Tor steel reinforcement to lintels, slabs, beams
6.0 and columns bent to shape laid in position and
tied with G.I. Wire as directed. 6.0 Kg 34.75 77.55 77.55 240.00 18612.00
12 mm thick plywood formwork in slabs
7.0
including dismantelling 7.0 m2 6.04 10.32 10.32 1398.00 14427.36
16 mm thick plastering to wall in lime cement
8.0 and sand 1:1:5 finished smooth with lime putty
floating. 8.0 m2 6.16 15.12 15.12 848.00 12821.76
16 mm thick plastering to wall in lime cement
9.0 and sand 1:1:5 finished semi-rough with wooden
float. 9.0 m2 12.60 14.82 14.82 678.00 10047.96
 10 mm thick plastering to soffit slab in cement
10.0
and sand 1:3 including floating with lime putty 10.0 m2 4.35 4.72 4.72 1085.00 5121.20
Glazed tiles fixed to walls including bedding in
cement mortar 1:2 and pointing with coloured
11.0 polymer grout ( Approved Sri Lankan, Chinese or
Malasian made - Prime Cost of a 200x300 tile is
Rs. 100.00 without VAT)
11.0 m2 6.21 7.87 7.87 4114.00 32377.18
300 x 300 mm Homogeneous floor tiles bedded
in 12 mm cement mortar 1:2 and pointing with
12.0 coloured polymer grout (Approved Srilankan,
Malaysian or Chinese made - Prime Cost of a
300x300 mm tile Rs. 190.00 without VAT)
12.0 m2 2.20 4.30 4.30 3977.00 17101.10
Supplying and fixing orrisapan (footrest squatting
pan) with trap including all complete to working
13.0 order. approved quality Chinese or Malasian
made (Prime cost of the squatting pan is Rs.
2,000.00 without VAT)
13.0 nr 2.00 2.00 2.00 6849.00 13698.00
110 mm PVC drainage pipe laid on 100 mm thick
14.0 1:3:6(40 mm) concrete including excavation and
cement concrete haunching. 14.0 m 4.00 4.88 4.88 1369.00 6680.72
Door plywood with 32 mm thick ( Ginthota or
equivalent ) best quality plywood sash 95x70 mm
frame including Union or equivalent branded
mortice lock, brass fittings and (Mee,Kohomba,
Hedawaka, Ketakala ) brass hinges 3 Nos
15.0 125x125 mm, best quality Union mortice lock,
two coats of wood presevative, aluminium primer
under coat and two coats of enamel paint. (Prime
cost of motice lock is Rs. 3,100.00 without VAT)
15.0 m2 0.77 0.00 0.00 14594.00 0.00
Supplying and fixing 12 mm dia plastic, approved
16.0 type bib tap water tec or equivalent
16.0 nr 1.00 2.00 2.00 498.00 996.00
 20 mm (1/2") dia. PVC pipes (PNT 14) fixed to
17.0
walls or buried under ground with specials 17.0 m 4.00 7.93 7.93 257.00 2038.01
Supply and placing 600 mm dia. 2440 mm long
precast reinforced concrete septic tank
comfirming SLS 452. Rate shall include
18.0 excavation of the pit and hire charges of
boomtruck for placing and subject to specific
approval by the Divisional Engineer.
18.0 nr 1.00 1.00 1.00 36853.00 36853.00
12 mm thick rendering in cement and sand 1:3
19.0
finished smooth with neat cement floating 19.0 m2 2.66 2.68 2.68 648.00 1736.64
Prepare the surfaces and apply two coats of
20.0
emulsion paint 20.0 m2 6.16 16.32 16.32 296.00 4830.72
Prepare the surfaces and apply two coats of
21.0 weathershield emulsion paint
21.0 m2 12.60 13.20 13.20 335.00 4422.00
Supplying and fixing bronzed anodized aluminum
framed 100 mm single door with 4mm thk
aluminium composite panel (aluminium cladding)
and bronze anodized stainless steel fittings and
other accessories to manufacturer's details and to
the engineer's approval
Ex 1 m 2.71 2.71 16896.00 45788.16

Total 308991.73

I certify -(a) that the above account is correct and was incurred on the above sanctioned estimate/authority and that the price charged is/are according to
regulation /contract fair and resonable: (b) that the works have been properly done. ©that the meterials (marked x)have been taken on charge in the books of
this department.

Prepared by Checked by Recommend by Approved by

 COMPARETIVE STATEMENT FORTOILET BLOCKS TOILET BLOCK SARANANKARA DAHAM SHCOOL AT RANKIRIMADA TEMPLE , DOLUWA.
DIVISIONAL SECRETARIAT IN IBBAGAMUWA
Item Boq item BOQ Actual Excess Saving Actual Excess Saving
Description Unit Rate BOQ Amount
No no Qty Qty Qty Qty Amount Amount Amount
Excavation in trenches for walls/ column pits in ordinary
soil from 0 - 1500 mm deep and depositing excavated
1.0 material to a distance not exceding 30 m (Earth work 1.0 m3 1.62 2.21 0.59 989.00 1,602.18 2,185.69 583.51 -
support to be paid seperately where necessary).

2.0 Cement concrete 1:3:6(40 mm) in floors and foundation 2.0 m3 0.23 0.32 0.09 12685.00 2,917.55 4,059.20 1,141.65 -
Random rubble masonry in cement mortar 1:5 in deeper
3.0
levels 0- 1500 mm 3.0 m3 1.63 2.53 0.90 10273.00 16,744.99 25,990.69 9,245.70 -
100 mm thick solid block masonry in cement and sand
4.0 mortar 1:5 4.0 m2 12.85 15.38 2.53 1693.00 21,755.05 26,038.34 4,283.29 -
Cement concrete 1:2:4(20 mm) in floor slabs in ground
5.0 floor 5.0 m3 0.41 1.04 0.63 22275.00 9,132.75 23,166.00 14,033.25 -
Tor steel reinforcement to lintels, slabs, beams and
6.0 columns bent to shape laid in position and tied with G.I. 6.0 Kg 34.75 77.55 42.80 240.00 8,340.00 18,612.00 10,272.00 -
Wire as directed.
12 mm thick plywood formwork in slabs including
7.0 dismantelling 7.0 m2 6.04 10.32 4.28 1398.00 8,443.92 14,427.36 5,983.44 -
16 mm thick plastering to wall in lime cement and sand
8.0 1:1:5 finished smooth with lime putty floating. 8.0 m2 6.16 15.12 8.96 848.00 5,223.68 12,821.76 7,598.08 -
16 mm thick plastering to wall in lime cement and sand
9.0 1:1:5 finished semi-rough with wooden float. 9.0 m2 12.60 14.82 2.22 678.00 8,542.80 10,047.96 1,505.16 -
10 mm thick plastering to soffit slab in cement and sand
10.0 1:3 including floating with lime putty 10.0 m2 4.35 4.72 0.37 1085.00 4,719.75 5,121.20 401.45 -
Glazed tiles fixed to walls including bedding in cement
mortar 1:2 and pointing with coloured polymer grout
11.0 ( Approved Sri Lankan, Chinese or Malasian made - Prime 11.0 m2 6.21 7.87 1.66 4114.00 25,547.94 32,377.18 6,829.24 -
Cost of a 200x300 tile is Rs. 100.00 without VAT)
Item Boq item BOQ Actual Excess Saving Actual Excess Saving
Description Unit Rate BOQ Amount
No no Qty Qty Qty Qty Amount Amount Amount
300 x 300 mm Homogeneous floor tiles bedded in 12 mm
cement mortar 1:2 and pointing with coloured polymer
12.0 grout (Approved Srilankan, Malaysian or Chinese made - 12.0 m2 2.20 4.30 2.10 3977.00 8,749.40 17,101.10 8,351.70 -
Prime Cost of a 300x300 mm tile Rs. 190.00 without VAT)

Supplying and fixing orrisapan (footrest squatting pan)

with trap including all complete to working order.
13.0 approved quality Chinese or Malasian made (Prime cost of 13.0 nr 2.00 2.00 - - 6849.00 13,698.00 13,698.00 - -
the squatting pan is Rs. 2,000.00 without VAT)
110 mm PVC drainage pipe laid on 100 mm thick 1:3:6(40
14.0 mm) concrete including excavation and cement concrete 14.0 m 4.00 4.88 0.88 1369.00 5,476.00 6,680.72 1,204.72 -
haunching.
Door plywood with 32 mm thick ( Ginthota or equivalent )
best quality plywood sash 95x70 mm frame including
Union or equivalent branded mortice lock, brass fittings
and (Mee,Kohomba, Hedawaka, Ketakala ) brass hinges 3
15.0 Nos 125x125 mm, best quality Union mortice lock, two 15.0 m2 0.77 0.00 0.77 14594.00 11,237.38 - - 11,237.38
coats of wood presevative, aluminium primer under coat
and two coats of enamel paint. (Prime cost of motice lock
is Rs. 3,100.00 without VAT)

Supplying and fixing 12 mm dia plastic, approved type bib

16.0
tap water tec or equivalent 16.0 nr 1.00 2.00 1.00 498.00 498.00 996.00 498.00 -
20 mm (1/2") dia. PVC pipes (PNT 14) fixed to walls or
17.0 17.0 m 4.00 7.93 3.93 257.00 1,028.00 2,038.01 1,010.01 -
buried under ground with specials
Supply and placing 600 mm dia. 2440 mm long precast
reinforced concrete septic tank comfirming SLS 452. Rate
18.0 shall include excavation of the pit and hire charges of 18.0 nr 1.00 1.00 - - 36853.00 36,853.00 36,853.00 - -
boomtruck for placing and subject to specific approval by
the Divisional Engineer.

12 mm thick rendering in cement and sand 1:3 finished

19.0 smooth with neat cement floating 19.0 m2 2.66 2.68 0.02 648.00 1,723.68 1,736.64 12.96 -
Item Boq item BOQ Actual Excess Saving Actual Excess Saving
Description Unit Rate BOQ Amount
No no Qty Qty Qty Qty Amount Amount Amount
Prepare the surfaces and apply two coats of emulsion paint
20.0 20.0 m2 6.16 16.32 10.16 296.00 1,823.36 4,830.72 3,007.36 -
Prepare the surfaces and apply two coats of weathershield
21.0 emulsion paint 21.0 m2 12.60 13.20 0.60 335.00 4,221.00 4,422.00 201.00 -
Supplying and fixing bronzed anodized aluminum framed
100 mm single door with 4mm thk aluminium composite
panel (aluminium cladding) and bronze anodized stainless m2 0.00 2.71 2.71 16896.00 - 45,788.16 45,788.16 -
steel fittings and other accessories to manufacturer's details
and to the engineer's approval
Ex 1
TOTAL 198,278.43 308,991.73 121,950.68 11,237.38

(110,713.30) (110,713.30)

Prepared by Checked by Recommend by Approved by

PROJECT NAME :-TOILET BLOCK SARANANKARA DAHAM SHCOOL AT RANKIRIMADA TEMPLE ,
DOLUWA.
Measurment Sheet
B.O.Q
Item DISCRIPTION No Length Breadth Depth Quantity Total
. No
No
1.0 Excavetion foundation 35.66 1.25 1.750 78.01
2.21 m3
2.0 1:3:6 concrete screed and floor 35.66 1.25 0.250 11.14
0.32 m3
3.0 R.R.M work 35.66 1.25 2.000 89.15
2.53 m3
4.0 cement blocks work 30.25 6.50 196.63

ddt for opanings 2.00 2.50 5.83 29.15

1.00 1.00 2.00 2.00
165.48
15.38 m2
5.00 slab concrete 10.33 10.75 0.33 36.65
1.04 m3
6.00 r/f tor steel 13.00 10.00 130.00
28.00 10.25 287.00
127.13 m
77.55 Kg
7.0 form work 10.33 10.75 111.05
10.32 m2
8.00 internal plaster 50.50 3.83 193.42

ddt for opanings 3.00 2.50 3.83 28.73

1.00 1.00 2.00 2.00
162.69
15.12 m2
9.00 external plaster 26.83 6.50 174.40
ddt for opanings 1.00 2.50 6.00 15.00
159.40
14.82 m2
10.00 sofit plaster 2.00 3.50 4.00 28.00
1.00 7.00 3.25 22.75

50.75
4.72 m2
11.00 wall tiling 29.50 3.41 100.60

2.00 2.33 3.41 15.89

84.70
 B.O.Q
Item DISCRIPTION No Length Breadth Depth Quantity Total
. No
No
7.87 m2
12.00 floor tiling 2.00 3.50 4.00 28.00
7.00 3.25 22.75
ddt for opanings 2.00 1.50 1.50 4.50
46.25
4.30 m2
13.00 squating pan 2.00 2.00
2.00 Nos
14.00 110 mm pvc pipe 2.00 8.00 16.00
4.88 m
15.00 panal door with frame
0.00
16.00 bib tap 2.00 2.00 Nos
17.00 20mm p.v.c pipe 26.00 26.00
7.93 m
18.00 septik tank 1.00 1.00
1.00 Nos
19.00 plinth plaster 28.83 1.00 28.83

28.83
2.68 m2
20.00 internal painting 50.83 3.83 194.68

ddt for opanings 2.00 2.50 3.83 19.15

175.53
16.32 m2
21.00 External painting 26.50 6.50 172.25
0.00
0.00
ddt for opanings 2.00 2.33 6.50 30.29
141.96
13.20 m2
Ex 1 Aluminium door
2.00 2.50 5.83 29.15
29.15 2.71 m2

Prepared by Checked by