| 3 |
189cf |
9'x14' 1-2-4 (3/4') cement concrete columns R/F with |
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4 nos. of 3/8' bars strupps at 6" c/c (21 nos. columns |
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at 7'-0' c/c |
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525 |
99225 |
| 4 |
1050sf |
6'x9' random bubble masonary work in 1:6 cement |
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|
|
|
sand motar |
|
|
|
125 |
131250 |
| 5 |
350sgf |
Rubble work for foundation of 5' t/k and 2.5" width |
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|
|
with 4/1 wire mesh and 12x12 concrete |
|
105 |
36750 |
| 6 |
800sf |
A wall on the same rubble work foundation 4'-0' height |
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|
|
and below 2'-0' width upwards 18" with stones according |
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|
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to the taper and pont system |
|
|
350 |
280000 |
| 7 |
210sgf |
To lay concrete on the top with 4/1" 3 wire and lay a |
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|
|
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concrete layer of 4" according to the half round |
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|
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sysyem |
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|
|
|
125 |
26250 |
| 8 |
|
Stone wall without plastering |
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|
|
15000 |
| 9 |
|
Two gate posts 4' -0' to lay a base under the ground |
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|
|
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in the size of 6'-6' feet upward & 2'x8" to lay stones |
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|
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in the center of the 2 posts |
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|
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15000 |
| 10 |
|
Gate with the width of 14-0' |
14'-0' to fix pipes & galvanized |
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|
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iron higth 6'-0' |
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38000 |
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|
|
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TOTAL AMOUNT FOR THE PARAPET WALL |
|
774615 |
|
St. Mary's Church - Beach Road Matara - Sri Lanka
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The side boundry wall has been collesped and needs to be rebuilt |
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The length of this wall - 124 feet |
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Needs to be rebuilt up with 9" (thick) & 7'-0" in length |
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Cloumns of 4' wires have to be fixed |
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The Estimate for the wall : |
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|
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|
|
|
|
|
|
| 744sf |
Excavation for the wal foundation |
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|
|
|
|
(2'-0') wide and 3'-0' height |
|
|
13 |
9672 |
|
| 248sf |
5' t/k 1-2-4 (3/4') cement concrete wall foundation. R/F |
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|
|
|
with 3/8" 4 steel bars at 9' in both ways |
|
95 |
23560 |
|
| 153cf |
9'x9' 1-2-4 (3/4) cement concrete columns R/F with |
|
|
|
|
4 nos. of 3/8' bars and strupps of 6' C/C |
|
475 |
72675 |
|
| 558sf |
Rubble work for wall foundation ( 18' wide & 3'-0' heigth) |
135 |
75330 |
|
| 680sgf |
9' thick brick work in 5'-6' height |
|
|
135 |
91800 |
|
| 124cf |
The regin of the top with 4/1' 2 wires anf to lay concrete |
|
|
|
of 5'tk |
|
|
|
|
100 |
12400 |
|
| 1360sgf |
1/2" tk 1.5 cement sand plastering to internal and |
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|
|
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external face of the wall |
|
|
35 |
47600 |
|
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To fix a gate with pipe frame galvanized iron 5'-0' |
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height 4'-6' width |
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6000 |
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|
|
|
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TOTAL AMOUNT FOR THE BOUNDRY WALL |
|
339037 |
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|
|
|
|
|
|
|
|
|
Wood Mahogany
A. 11 Nos. fix doors
88 x 44 @ 14,000 = 154,000
B. 24 Nos. top doors with glasses
88 x 24 @ 7000 = 168,000
C. 01 Number main Door (Parlor)
87 x 42 = 17,250
Total = 339250 |
I will supply these to the wood fit the glasses with linges and latches to spray painted.
Transport free of charge
W. Lal Fernando, Moratuwa Tel. 011-2650512
| SHRINE OF OUR LADY OF MATARA |
| Reconstruction of the Groto |
|
|
|
|
|
|
|
|
|
| Discription |
Qty: |
Rate |
Total |
| 1.Excavetion for Foundation Trenches |
100 |
12/= |
1,200.00 |
| 2.Plain concrete GR.15 in 3 thick concrete layer under rubble foundation. |
|
|
|
| 85 |
40/= |
3,400.00 |
| 3.Random rubble masonry work |
84 |
110/= |
9,290.00 |
| 4.3'-0' x 3'-0' 1.2.4 (3/4)Cement concrete column base. |
4 |
400/= |
1,600.00 |
| 12'x12columns R/F with 4 Nos of 1/2" bars. |
52 |
600/= |
31,200.00 |
| 5.Calicut tiles roofing frame out with all timber. |
250 |
300/= |
75,000.00 |
| 6.Rubble work.(3'-6" x 3'-6" x 3'-0") |
30 |
200/= |
6,000.00 |
| 7.Concrete for floor. |
121 |
90/= |
10,890.00 |
| 8.Plastering and hand rail |
|
|
7,000.00 |
| 9.Fix in Statue |
|
|
|
|
|
|
4,500.00 |
|
|
|
|
| Total |
|
|
|
|
|
|
|
150,080.00 |
| SHRINE OF OUR LADY OF MATARA |
| Estimate for the Repairs for the Roof of the Church |
|
|
|
|
|
|
|
|
|
| Discription |
Qty: |
Rate |
Total |
| 1.Remove excisting Rafters &Calicut Tiles. |
|
|
15,000.00 |
| 2.Inclined timber ceiling (Lunumidella) Rate shall include for polishing &apply wood preservative. |
|
|
|
| 7900 |
250/= |
197,500.00 |
| 3.Fix in Valance board |
458 |
160/= |
73,280.00 |
| 4.Fix in Gutters |
458 |
130/= |
59,540.00 |
| 5.Fix in down pipe |
230 |
110/= |
25,300.00 |
| |
|
|
|
| Total |
|
|
370,620.00 |
| SHRINE OF OUR LADY OF MATARA |
| Parapet wall behind the mission house |
|
|
|
|
|
|
|
|
|
| Discription |
Qty: |
Rate |
Total |
| Excavatiobn for foundation trenches |
450 |
12/= |
5,400.00 |
| Plain concrete Gr: 15 max aggregate size 3/4 " x 3" thick concrete layer under rubble foundation |
|
|
|
| 180 |
40/= |
7,200.00 |
| Raydom rubble masonary in lis cement mortas |
115 |
90/= |
10,350.00 |
| 8''+4'' 1.2.4. (3/4) cement concrete columns R/F with 2 Nos. |
|
|
|
| 0810 mm bars |
220 |
95/= |
20,900.00 |
| Block work (5'-0'' height) |
1250 |
64/= |
80,000.00 |
| 4''+4'' cement concrete on wall top level R/F with 2 nos of 4/1'' bars |
250 |
95/= |
23,750.00 |
| Internal and external plaster to wll finish rough |
2500 |
30/= |
75,000.00 |
| Total |
|
|
222,600.00 |
| |
|
|
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|