ESTIMATE FOR REPAIR TO SENIOR QUARTER NO S-6 IN MONA CANAL
COLONY SARGODHA.
ABSTRACT OF QUANTITY AND COST
SR. MRS
Description Quantity Unit Rate Amount
No. Reference
1 White washing 02 coat ols surface
Qty as per SMB 38/L P=12 = 3405
Total = 3405 Item 25bii P=73 3405 100 Sft 244.1 8312
2 Painting doors and windows, any type:02coat old surface.
Qty as per SMB 38/L P=12/A = 750.75
Total = 750.75 Item 4c P=85 750.75 100 Sft 1072.35 8051
Painting sashes, fanlights, glazed or gauzed doors and
3 windows:-
Qty as per SMB 38/L P=12/A = 93
Total = 93 Item 4bP=85 93 100 Sft 651.85 606
4 Scraping:- a)White wash or colour wash.
Qty as per SMB 38/L 3405/2 = 1702
Total = 1702 Item 49 P=38 1702 100 Sft 181.9 3096
5 Petty repair to main room
Total =2 Item 35 P=74 2 Each 744.20 1488
6 Applying floating coat of cement 1/32" (0.8 mm) thick
Over Roof= 1 x 16 x 14 = 224.0
=1 x 18 x 12 = 216.0
=1 x 13 x 15 = 195.0
=1 x 12.25 x 8 = 98.0
=1 x 8 x 10 = 80.0
Total = 813.0
Total = 813.0 Item 13 P=72 813.0 100 Sft 1208.35 9824
7 Dismantling brick work in lime or cement mortar
c-y = 1 x 20.58 x 0.375 x 6.5 = 50.2
Total = 50.2 Item 13 P=34 50 100 Cft 3092.25 1551
10 Pacca brick work other than building upto 10ft height Ratio 1:5
c-y = 1 x 24.6 x 0.375 x 7.5 = 69.2
Pillars = 4 x 0.75 x 0.375 x 7.5 = 8.4
Deduction
Gate= 1 x 4 x 0.375 x 7 = 10.5
Total = 67.1 Item 7i P=52 67.1 100 Cft 19868.45 13337
11 Cement plaster 1:5 upto 20' (6.00 mm) height:- ½" (13 mm) thick
c-y = 1 x 24.6 x 7.5 = 184.5
Deduction
Gate= 1 x 4 x 7 = 28.0
Total = 157 Item 12b P=72 157 100 Sft 2056.35 3218
Providing and fixing panelled door of M.S. sheet, with Per
Sft.forged door leaves of M.S. sheet 22 SWG fitted in hollowf
rame chowkat 3"x4½" (75 mmx113 mm) made of M.S.sheet 18
12 SWG filled with plain cement concrete 1:3:6 etc.complete with
all fittings and hammer painting, including carriage to site and
fixing in position.
Gate= 1 x 4 x 7 = 28.00
Total = 28.00 Item 51 P=83 28.00 Sft 477.80 13378
Providing and laying non-reinforced concrete pipe,
moulded with cement concrete 1:1½:3, conforming to
ASTM Specification C-14-73, Class 2, including carriage
of pipe from factory to site of work, lowering in trenches to
13 correct alignment and grade, jointing, cutting pipe where
necessary, finishing and testing, etc. complete.i) 100 mm (4") i/d
37 + 8.5 = 45.50
= 45.50 Item 2i P=121 46 Rft 68.45 3114
14 Providing and laying topping of cement concrete 1:2:4including
surface finishing and dividing in panels:-(c) 1½"(40 mm) thick
= 1 x 8 x 10 = 80.00
Total = 80.00 Item 15c P=67 80.00 100 Sft 4276.70 3421
Total = 69397
Deduction old Bricks
50.2 x 13.52 = 678.2 x 60% = 407 No 407 1000 No 3750 1526
= 678.2 x 40% = 271 No 271 1000 No 1875 509
Deduction old Materials = 500
Total Deduction = 2535
Balance = 66862
16%PST = 10698
G Total = 77560
Sub Engineer Sub Divisional Officer
Ara Sub Division LJC
Sargodha.
Certified that items, quantities & Certified that I have inspected the site of
rates provided in the estimate are work & satisfied about the necessity and
.correct in my entire satisfaction .correctness of work by visual inspection
Sub Divisional Officer
Ara Sub Division LJC
Sargodha. Executive Engineer
Sargodha Division LJC
Sargodha.
