ROUGH COST ESTIMATE FOR RECONSTRUCTION OF BASIC HEALTH UNIT LAKHANI AT TAUNSA SHARIF

As per MRS Rate 1st Bi Annual 2022

Sr. No Description of Work REMARKS
Qty Unit B.P PH E.I SG Total Rate Amount
1 2 7 8 9 10 11 12 13 14 17
Main Building
1 Construction of Basic Health Unit 4450 Sft P-Sft 2613 + 535 110 146 3404 15147800 Plinth Area rate Based on 1st Bianual
(Ground Floor) 2022.
2 Construction of Boundary Wall 1418 Rft P-Rft 6225 6225 8827050 --do--
3 Provision of Gate and Gate Pillars 2 Nos Each 377800 377800 755600 Detail attached

4 Provision of Submircible Pump 4 Nos Each 328600 328600 1314400 Detail attached
Providing and hoisting vertical / horizontal type storage tank
of required capacity made of rotationally molded from
(HDPE), double plypolyethelene of approved manufacturer
i/c cost of making connection for inlet / out let pipe, float
5 valve i/c all cost of specials & labour complete in all respect 3000 Gln P-Gln 93.10 93.10 279300 MRS Rates 1st Biannaul 2022
as approved and directed by the Engineer
Incharge.500(gollans) (6x500=3000

6 Construction of Toilet Block 2 Nos Each 333400 333400 666800 Detail attached

7 Construction of improved specification Main Building 1 Job P-Job 955000 955000 955000 Detail attached

Plinth Area rate Based on 1st Bianual

8 Costruction of Official Residential 0 Sft P-Sft 2743 + 535 110 146 3534 0 2022.

9 Costruction of Wall 9" Thick 6' height. 0 Sft P-Sft 2582 2582 0 --do--

10 Provision of Gate and Gate Pillers 0 Job P-job 241900 241900 0 Detail Attached
Plinth Area rate Based on 1st Bianual
11 Costruction of Officer Residence (15-17) 0 Sft P-Sft 2743 + 535 110 146 3534 0
2022.

12 Construction of improved specification 0 Job P-Job 189543 189543 0 Detail attached

13 Costruction of 9" Thick 6' height. 0 Sft P-Sft 2582 2582 0 Plinth Area rate Based on 1st Bianual
2022.

14 Provision of Gate and Gate Pillers 0 Job P-job 241900 241900 0 Detail Attached

Costruction of Official Residential (1-10) Plinth Area rate Based on 1st Bianual
15 (2 x 913 ) 0 Sft P-Sft 3021 + 535 110 146 3812 0 2021.

Total Rs: 27945950

 As per MRS Rate 1st Bi Annual 2022
Sr. No Description of Work REMARKS
Qty Unit B.P PH E.I SG Total Rate Amount
1 2 7 8 9 10 11 12 13 14 17
Add 10% External Development 15147800 1514780

TOTAL 29460730

Add 1% Tree Plantation 294607

Wapda Connection 500000

Add 5% PRA 1473037

G. TOTAL 31728374

Say Rs. 31728000

Or Rs. 31.728 M

Sub Divisional Officer

Buildings Sub Division Executive Engineer
Taunsa Buildings Division
Taunsa
Sub Engineer
 ANALYSIS OF RATE FOR GATE AND GATE PILLARS
S. No. Description of items No Lenghth Breadth Height Contents Amount
1 Excavation in foundation of building,
bridges and other Excavation in
foundation of building, bridges and other
structure with excavated earth, watering
and rammiing lead upto one chain (30 m)
and lift upto 5 ft. (1.5 m) b) in ordinary
soil.

Pillars. 3 4 4 3 144 Cft

@ 8,949.60 %oCft 1289
2 Cement concrete brick or stone ballast 1½
" to 2" (40 mm to 50 mm) gauge, in
foundation and plinth:- (e) Ratio 1: 6: 12

Pillars. 3 4 4 0.75 36 Cft

@ 14230.80 %Cft 5123
3 Reinforced cement concrete in slab of
rafts / strip foundation, base slab of
column and retaining walls; etc and other
structural members other than those
mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering)
complete in all respects:- (3) Type C
(nominal mix 1: 2: 4)

Pillars base slab. 3 4 4 0.75 36 Cft

Pillars. 3 1.25 1.25 10 47 Cft
Total: 83 Cft
@ 354.15 P.Cft 29394
4 Fabrication of mild steel reinforcement
for cement concrete, including cutting,
bending, laying in position, making joints
and fastenings, including cost of binding
wire and labour charges for binding of
steel reinforcement (also includes
removal of rust from bars):- (b) Deformed
bars (Grade-40)

83 6.75 0.454 -- 254 Kgs

@ 26003.05 %Kgs 66048
5 Pacca brick work other than building
upto 10ft. (3 m) height. i) cement, sand
mortar:- Ratio 1:4
Up to 10 ft.height 6 2.25 0.375 10 51 Cft
Pillars 6 1.5 0.375 10 34 Cft
6 1.875 1.875 0.25 5 Cft
6 1.5 1.5 0.25 3 Cft
Total: 93 Cft
@ 24056.4 % Cft 22372
6 Providing and laying damp proof course
of cement concrete 1:2: 4(using cement,
sand and shingle), including bitumen
coating :- (b) with 2 coats of bitumen: ii)
2" thick (50 mm)
Pillars. 6 2.25 0.375 - 5 Sft
6 1.5 0.375 - 3 Sft
Total: 8 Sft
@ 6994 %Sft 560
 7 Cement pointing struck joints, on walls,
upto 20' (6.00 m) hiehgt:- a) ratio 1:2 i/c
Extra cost of labour and material for red
oxide pigment in cement pointing to
match with the colour of bricks.

Pillars. 12 2.25 - 10 270 Sft

Total: 270 Sft
2896.10+588 @ 3484.10 %Sft 9407
8 Making and fixing steel grated door with
1/16" thick (1.5mm) sheeting, including
angle iron frame 2"x2"x3/8" (50x50x10
mm) and ¾" (20 mm) square bars 4" (100
mm) centre to centre, with locking
arrangement.
Door. 1 12 - 7 84 Sft
1 4 - 7 28 Sft
Total: 112 Sft
@ 2045.9 P.Sft 229141
9 Painting new surface:- d) Preparing
surface and painting of doors and
windows any type (including edges):- 3
coats
Gate. 2 12 - 7 168 Sft
2 4 - 7 56 Sft
Total: 224 Sft
727.80+400.60+400.60 @ 1529 %Sft 3425

Total: 366759

add 3% Contigency 11003

Net Total 377762

Say Rs: 377800

Sub Divisional Officer Executive Engineer

Buildings Sub Division Buildings Division
SUB ENGINEER Taunsa Sharif Taunsa Sharif
 ANALYSIS OF RATE FOR GATE AND GATE PILLARS
S. No. Description of items No Lenghth Breadth Height Contents Amount
1 Excavation in foundation of building,
bridges and other Excavation in
foundation of building, bridges and other
structure with excavated earth, watering
and rammiing lead upto one chain (30 m)
and lift upto 5 ft. (1.5 m) b) in ordinary
soil.

Pillars. 2 4 4 3 96 Cft
@ 8,949.60 %oCft 859
2 Cement concrete brick or stone ballast 1½
" to 2" (40 mm to 50 mm) gauge, in
foundation and plinth:- (e) Ratio 1: 6: 12

Pillars. 2 4 4 0.75 24 Cft

@ 14230.80 %Cft 3415
3 Reinforced cement concrete in slab of
rafts / strip foundation, base slab of
column and retaining walls; etc and other
structural members other than those
mentioned in 5(a) (i) above not requiring
form work (i.e. horizental shuttering)
complete in all respects:- (3) Type C
(nominal mix 1: 2: 4)

Pillars base slab. 2 4 4 0.75 24 Cft

Pillars. 2 1.25 1.25 10 31 Cft
Total: 55 Cft
@ 354.15 P.Cft 19478
4 Fabrication of mild steel reinforcement
for cement concrete, including cutting,
bending, laying in position, making joints
and fastenings, including cost of binding
wire and labour charges for binding of
steel reinforcement (also includes
removal of rust from bars):- (b) Deformed
bars (Grade-40)

55 6.75 0.454 -- 169 Kgs

@ 26003.05 %Kgs 43945
5 Pacca brick work other than building
upto 10ft. (3 m) height. i) cement, sand
mortar:- Ratio 1:4
Up to 10 ft.height 4 2.25 0.375 10 34 Cft
Pillars 4 1.5 0.375 10 23 Cft
4 1.875 1.875 0.25 4 Cft
4 1.5 1.5 0.25 2 Cft
Total: 63 Cft
@ 24056.4 % Cft 15156
6 Providing and laying damp proof course
of cement concrete 1:2: 4(using cement,
sand and shingle), including bitumen
coating :- (b) with 2 coats of bitumen: ii)
2" thick (50 mm)
Pillars. 4 2.25 0.375 - 3 Sft
4 1.5 0.375 - 2 Sft
Total: 5 Sft
@ 6994 %Sft 350
 7 Cement pointing struck joints, on walls,
upto 20' (6.00 m) hiehgt:- a) ratio 1:2 i/c
Extra cost of labour and material for red
oxide pigment in cement pointing to
match with the colour of bricks.

Pillars. 8 2.25 - 10 180 Sft

Total: 180 Sft
2896.10+588 @ 3484.10 %Sft 6271
8 Making and fixing steel grated door with
1/16" thick (1.5mm) sheeting, including
angle iron frame 2"x2"x3/8" (50x50x10
mm) and ¾" (20 mm) square bars 4" (100
mm) centre to centre, with locking
arrangement.
Door. 1 10 - 7 70 Sft
Total: 70 Sft
@ 2045.9 P.Sft 143213
9 Painting new surface:- d) Preparing
surface and painting of doors and
windows any type (including edges):- 3
coats
Gate. 2 10 - 7 140 Sft
Total: 140 Sft
727.80+400.60+400.60 @ 1529 %Sft 2141

Total: 234829

add 3% Contigency 7045

Net Total 241873

Say Rs: 241900

Sub Divisional Officer Executive Engineer

Buildings Sub Division Buildings Division
SUB ENGINEER Taunsa Sharif Taunsa Sharif
 DETAILED OF SUBMERSIBLE PUMP (Up to 300 feet Depth)
MRS-(1ST Jan , 2022 TO 30 June, 2022)
1 Boring for tubewell in all types of soil except shingle and
rock included sinking with drawing of casing pipe
complete in all respect 5” dia
(i) 0' to 100' = 100 Rft
Total = 100 Rft

@ 502.80 P.Rft 50280

(ii) 100.01' to 200' = 100 Rft
Total = 100 Rft
@ 842.40 P.Rft 84240
2 P/I PVC bail/end plug in tube well bore hole BSS
Class "D" 4" dia

= 1 No
Total = 1 No

@ 138.60 Each 139

3 P/I PVC strainer BSS class "D" in tube well bore
hole complete in all respect 4" dia
= 60 Rft
Total = 60 Rft
@ 363.35 P.Rft 21801
4 P/I PVC blind pipe BSS class "D" in tube well bore
hole complete in all respect
(i) 1" dia = 190 Rft
Total = 190 Rft

@ 82.65 P.Rft 15704

(ii) 4" dia = 140 Rft

Total = 140 Rft

@ 689.15 P.Rft 96481

5 Shrouding with grouted pea gravel 3/8" to 1/8"
around tube well bore hole
3.14x0.5x0.5 x30 = 5.88 Cft
4
3.14x0.33x0.33 x30 (-) = 2.56 Cft
4
Total = 3.32 Cft

@ 121.50 P.Cft 403

6 P/F 3-BHP (Mastera) A.C electric motor single
phase 2" dia (Delivery) i/c submersible pump
(height 4'x9") i/c carriage of the following items:
(i) P/F PVC ploy pipe 2" dia.
(ii) P/F steel rope.
(iii) P/F cable 3 core 7/0.036".
(iv) Automatic panel board with capacitor.

= 1 Job
Total = 1 Job
@ 50000.00 P.Job 50000

Total Rs. 319047

Add 3% Contigency Charges 9571

Total Rs. 328619

SAY Rs. 328600

Sub Divisional Officer Executive Engineer

Sub Engineer Buildings Sub Division Buildings Division
Taunsa Sharif Taunsa Sharif
 DETAILED ESTIMATE FOR CONSTRUCTION OF TOILET BLOCK
1 Excavation in foundation in ordinary soil of
building bridges and other structure i/c dag belling
dressing refilling around structure other excavated
earth watering & ramming leasd upto one chain
and lift 5 feet in odinary soil.

L/wall 2x 12 x 2.5 x 2.5 = 150 Cft

S.wall 3x 3.25 x 2.5 x 2.5 = 61 Cft
Toe wall 1x 41.25 x 1.5 x 1.5 = 93 Cft
Step 1x 16.25 x 3x 1= 49 Cft
Total = 353 Cft
@ 8,949.60 %0 Cft 3158

2 Cement concrete brick or stone ballast 1½ " to 2"

(40 mm to 50 mm) gauge, in foundation and plinth:-
(d) Ratio 1: 6:12
2x 12 x 2.5 x 0.5 = 30 Cft
3x 3.25 x 2.5 x 0.5 = 12 Cft
Total = 42 Cft
@ 14230.80 % Cft 5977

(ii) Dry rammed brick or stone ballast, 1½" to 2"( 40

mm to 50 mm) gauge.

Toe wall 1x 41.25 x 1.5 x 0.5 = 31 Cft

Step 1x 16.25 x 3x 0.5 = 24 Cft
Total = 55 Cft

@ 4554.00 % Cft 2505

3 Pacca brick work in cement sand in foundation

and plinth ratio 1:6
2x 11 x 1.5 x 0.25 = 8 Cft
2x 10.625 x 1.125 x 0.25 = 6 Cft
2x 10.25 x 0.75 x 2.5 = 38 Cft
3x 4.25 x 1.5 x 0.25 = 5 Cft
3x 4.625 x 1.125 x 0.25 = 4 Cft
3x 5x 0.75 x 2.5 = 28 Cft
1x 41.25 x 0.75 x 2.5 = 77 Cft
Step 1x 16.25 x 3x 1= 49 Cft
1x 16.25 2x 0.5 = 16 Cft
1x 16.25 x 1x 0.5 = 8 Cft
Total = 239 Cft
@ 23134.00 % Cft 55290

4 P/L DPC of cement concrete 1:2:4 using cement

sand shingle i/c bitmen coating with one coat of bitument and
single layer of polythene sheet 500 gauge. (1/1/2" thick)

2x 2x 10.25 x 0.75 = 31 Sft

2x 3x 5x 0.75 = 23 Sft
Total = 54 Sft
Deduction
2x 2.5 x 0.75 = 4 Sft
Total = 4 Sft

Net = 54 - 4 = 50 Sft
@ 6708.00 % Sft 3354

5 Filling watering & ramming earth under floor with

surplus earth from foundation etc.
2/3 of item No. 1 Excavation 2/ 3x 353 = 235 Cft
Total = 235 Cft
@ 4303.20 %0 Cft 1012
6 Providing and laying vertical damp proof course with cement
sand plaster and bitumen coating:- (a) with one coat of bitumen
and one coat of polythene sheet 500 gauge: ii) Ratio 1:3 b) ½"
thick (13 mm)

1x 2 x (8.75+5) x 1.5 = 41 Sft

Total = 41 Sft
@ 4375.85 % Sft 1805

7 Pacca brick work in cement sand in ground floor

atio 1:6

2x 10.25 x 0.75 x 9= 138 Cft

3x 5x 0.75 x 9= 101 Cft
P.pit 2x 10.25 x 0.75 x 1= 15 Cft
2x 5x 0.75 x 1= 8 Cft
Total = 262 Cft
Deduction
Door 2x 2.5 x 0.75 x 7= 26 Cft
C.W 2x 2x 0.75 x 1.5 = 5 Cft
M.Ent 2x 9.75 x 0.75 x 0.5 = 7 Cft
Total = 38 Cft

Net = 262 - 38 = 224 Cft

@ 24982.00 % Cft 55960

8 RCC in roof slab, beams lintel girders and other structural

members lald in situ or precost laid in position or prestressed
members cost in situ etc complete in all respect ratio 1:2:4

D/C.w lintel 2x 9.75 x 0.75 x 0.5 = 7 Cft

Roof 1x 10.25 x 6.5 x 0.375 = 25 Cft
Total = 32 Cft
@ 354.15 P.Cft 11333

9 Fabrication of mild steel reinforcement for

cement concrete i/c cutting bending, laying in
position making joints & fastenings i/c cost of
bending wire & labour charges for binding of steel
reinforcement also includes removal or rust from
bars (D. BARS)

i) Take 6.75 lbs/cft same qty as per item No 8 = 32 Cft

Total = 32 Cft
32 x 6.75 x 0.454 = 98 Kgs
@ 26003.05 % Kg 25483

10 Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over

4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa,
grouted with cement sand 1:3 on top of RCC roof slab,
provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating
sand blinded i/c Supplying and laying polythene sheet over
D.P.C. under floors and on roofs, etc ii) 500 gauge (.005" thick)

1x 8.75 x 5= 44 Sft
Total = 44 Sft
Deduction of khurra
1x 2x 2= 4 Sft
Total = 4 Sft
Net = 44 - 4 = 40 Sft

9077.8 + 710 @ 9787.80 % Sft 3915

11 Top Khuras on roof 2'x2'x6"
1x - x - x- - = 1 Nos
Total = 1 Nos
@ 695.15 Each 695
12 Providing and fixing G.I pipe iron spout 4" dia
(light Quality)
= 3 Nos
Total = 3 Nos
@ 1107.75 Each 3323

13 Cement plaster 1:4 upto 20' (6.00 mm) height:- b) ½" (13 mm) thick

2x 2x (4+5) x 5= 180 Sft

1x 2x (8.75+5) x 1.5 = 41 Sft
1x 2x (8.75+5) x 0.75 = 21 Sft
Total = 242 Sft

@ 2657.50 %Sft 6428

14 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof
slabs only, upto 20' height.b) 1:3

2x 4x 5= 40 Sft
Total = 40 Sft
@ 3035.05 % Cft 1214

15 Cement pointing struck joints, on walls, upto 20'

(6.00 m) hiehgt:- a) ratio 1:2 Extra cost of labour
and material for red oxide pigment in cement
pointing to match with the colour of bricks.

2x (10.25+6.5) x 11 = 369 Sft

Total = 369 Sft
Deduction
2x 2.5 x 7= 35 Sft
2x 2x 1.5 = 6 Sft
Total = 41 Sft
Net = 369 - 41 = 328 Sft

2896.1 + 588 @ 3484.10 % Sft 11410

16 S/F sand under floor or plugging in well.

2x 5x 4x 0.333 = 13 Cft
1x 41.25 x 2.25 x 0.25 = 23 Cft
= 36 Cft
@ 2752.00 % Cft 996

17 P/L watering ramming brick ballast 1 1/2" to 2" gauge mixed

with 25% sand for floor foundation etc.

Take Same Qty of item No.16 = 36 Cft

Total = 36 Cft
@ 5245.8 % Cft 1899

(ii) Cement concrete plain including placing, compacting, finishing

and curing complete (including screening and washing of stone
aggregate): (f) Ratio 1: 2: 4

2x 4x 4x 0.125 = 4 Cft
= 4 Cft
@ 29158.80 % Cft 1166

18 Providing and laying superb quality Ceramic tile floors of

Master brand of specified size, Glossy / Matt / Texture of
approved Color and Shade as per approved design with
adhesive bond, over 3/4" thick (1;2) cement sand plaster i/c the
cost of sealer for finishing the joints i/c cutting grinding
complete in all respect sand as approved and directed by the
Engineer Incharge. 10"x13"

2x 4x 5= 40 Sft
2x 2.5 x 0.75 = 4 Sft
Total = 44 Sft
 @ 181.75 P-Sft 7997

19 Providing and laying conglomerate flooring (two coat work)

with top layer of ½"(13mm) thick wearing surface, consisting of
one part of cement and 2 parts of stonechips passing 3/16"(6
mm) sieve, over bottom layer of cement concrete 1:3:6,
including surface finishing and dividing in panels:- (a) 1½"(40
mm) thick

1x 41.25 x 3= 124 Sft

Total = 124 Sft

@ 6193.60 % Sft 7680

20 Providing and laying superb quality Ceramic tiles dado of

Master brand of specified size, Glossy / Matt / Texture skirting /
dado of approved Color and Shade with adhesive bond over
1/2" thick (1:2) cement plaster i/c the cost of sealer for finishing
the joints i/c cutting grinding complete in all respects as
approved and directed by the EngineerIncharge. 10"x13"

2x 2 x (4+5) x 4= 144 Sft

Total = 144 Sft

@ 189.00 P-Sft 27216

21 Providing and fixing windows consisting of M.S. box section

frame 2"x1½", (50x40mm) leaves frame 1½"x1" (40x25mm) box
section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG
sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S.
flat for fixing 3/16" (5 mm) thick glass panes M.S. box section
½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on
outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws
including grill of M.S. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm)
square bar with independent frame of ½"x½" (13x13mm) box
section of 16 SWG i/c all C.P. fitting and painting 3 coats
complete in all respect.

2 x 2x 1.5 = 6 Sft
Total = 6 Sft
@ 1371.55 P.Sft 8229

22 White washing three coats on new surface

2x 2 x (4+5) x 5= 180 Sft
2x 4x 5= 40 Sft
Total = 220 Sft

@ 546.15 % Sft 1202

23 P/fixing steel doors/Almirah consisting of M.S angle iron 1

½”x1 ½”x ¼” welded with MS flat 2”x1/4” for chowkat & MS
sheet 16 SWG welded on angle iron frame 1”x1”x 3/16” & MS
angle iron braces 1”x1”x1/8” with locking arrangement 6 Nos
M.S holdfast with necessary handles as approved by the
Engineer incharge

2 x 2.5 x 7= 35 Sft
Total = 35 Sft
@ 983.00 P.Sft 34405

24 Providing and fitting glazed earthen ware water

closet, squatter type (Orisa pattern), combined
with foot rest.i) white Providing and fitting "P"
trap:- ii) 10 cm (4") glazed i/c Providing and fixing,
flushing bend of PVC. i) 3 cm (1¼")

= 2 Nos
Total = 2 Nos
1,954.50 + 223.85 + 194.25 @ 2372.60 Each 4745
 25 Providing and fitting plastic made low down
flushing cistern 1363 litre (3 gallons) capacity,
including bracket set, copper connection, etc.
complete.i) white
= 2 Nos
Total = 2 Nos
@ 2401.10 Each 4802

26 Providing and fixing chromium plated bib cock:- ii)

1.5 cm (½")
= 2 Nos
Total = 2 Nos
@ 468.40 Each 937

27 Providing and fixing chromium plated tee stop

cock, ii) 1.5 cm (½")
= 2 Nos
Total = 2 Nos
@ 888.40 Each 1777

28 Providing and fitting cast iron specials, such as tee

bend, collar, cross, etc. plain type:- ii) cement
caulked joint
= 25 Kgs
Total = 25 Kgs
@ 221.30 P.Kgs 5533

29 Providing, laying, cutting, jointing, testing and

disinfecting G.I. pipeline in trenches, with socket
joints, using G.I. pipes of B.S.S. 1387-1967
complete in all respects, with specials and valves.
Medium quality

(i) b) ¾" i/d (20 mm) 2.35mm thick = 50 Rft

Total = 50 Rft
@ 188.90 P.Rft 9445

(ii) a) ½" i/d (15 mm) 2.65mm thick = 30 Rft

Total = 30 Rft
@ 146.85 P.Rft 4406

30 Providing and fitting, cast iron soil pipe with:- ii)

cement caulked joint:-a) 10 cm (4") i/d
= 8 Rft
Total = 8 Rft
@ 182.65 P.Rft 1461
(ii) b) 5 cm (2") i/d
= 6 Rft
Total = 6 Rft
@ 106.50 P.Rft 639

31 Supply and erection of PVC pipe for wiring on

surface including clamps inspection boxes, pull
boxes, bends, tees, repairing surface, etc.,
complete with all specials:-ii) 20 mm i/d

= 20 Rft
Total = 20 Rft
@ 44.35 P.Rft 887
32 Supply and erection of single core PVC insulated
copper conductor cables, in prelaid PVC pipe/M.S.
conduit/G.I pipe/wooden strip batten/wooden
casing an capping/G.I. wire/trenches (rate for
cables only):-a) 250/440 volts, PVC insulated:
(i) i) 3/0.74 mm (3/0.029")
= 80 Rft
Total = 80 Rft
@ 21.35 P.Rft 1708
(ii) iii) 7/0.74 mm (7/0.029")
= 80 Rft
Total = 80 Rft

@ 33.40 P.Rft 2672

33 Supply and erection of Sahl wood board,

(i) iii) 20 x 25 cm (8"x10")

= 1 Nos
Total = 1 Nos

@ 145.35 Each 145

(ii) i) 17.5 x 10 cm (7"x4")
= 2 Nos
Total = 2 Nos

@ 105.70 Each 211

34 Supply and erection of round block of Sahl wood,

10x4 cm (4"x1½") thick.
= 3 Nos
Total = 3 Nos

@ 66.05 Each 198

35 Supply and erection of switches 5 Amp.ii) piano

type
= 3 Nos
Total = 3 Nos

@ 62.05 Each 186

36 Supply and erection of 3 pin switch and plug

combined, recessed type. ii) 10/15 Amp

= 1 Nos
Total = 1 Nos

@ 127.85 Each 128

37 Supply and erection of button holder. i) bakelite

large size
= 3 Nos
Total = 3 Nos

@ 46.15 Each 138

Total Rs. 323671

Add 3% Contigency charges 9710

Total Rs. 333381

Say Rs. Rs. 333400

Sub Divisional Officer Executive Engineer

Buildings Sub Division Buildings Division
Sub Engineer Taunsa Sharif Taunsa Sharif
 Sub Divisional Officer Executive Engineer
Buildings Sub Division Buildings Division
Sub Engineer Taunsa Sharif Taunsa Sharif
 ANALYSIS OF RATE PROVIDING AND FIXING STEEL DOORS/ALMIRAH CONSISTING OF M.S ANGLE IRON 1-1/2X1-
1/2X1/4 WELDED WITH MS FLAT 2"X1/4" FOR CHOWKAT & MS SHEET 18 SWG WELDED ON ANGLE IRON FRAME
1"X1"X3/16" & MS ANGLE IRON BRACES 1"X1"X1/8" WITH LOCKING ARRANGEMENT 6 NOS M.S HOLDFAST WITH
NECESSARY HANDLES & 3 COATS PAINTING ETC COMPLETE IN ALL RESPECT AND AS APPROVED BY THE
ENGINEER INCHARGE.

A Material
1 P/F M.S Angle iron chwkat 1-
1/2x1-1/2x1/4" welded with M.S
flat 2"x1/4" etc complete
1 x 4 x7 = 28 Sft
@ Rs:340.25/- P-Sft Rs:9526/-
2 Preparing surface and painting of
doors and windows any type
three coats
2 x 4 x7 = 56 Sft
1149.35+576.95+576.95 @ Rs:2303.25/- P-Sft Rs:1289/-
3 Leave frame 1-1/2"x1-1/2"x1/4"
angle
i) Vertical 4x6.875 = 27.5 Rft
Horizontal 4x1.875 = 7.5 Rft
Total = 35.0 Rft
@ Rs:0.6680/- Kg/Rft = 23.38 Kg
ii) Bracing 1"x1"x1/8"
4x3.92 = 15.7 Rft
2x1.875 = 3.8 Rft
Total = 19.43 Rft
@ Rs:0.3620/- Kg/Rft = 7.03 Kg
iii) Flat 2"x3/16"
7+2+2 = 11.0 Rft
Total = 11.00 Rft
@ Rs:0.5060/- Kg/Rft = 5.566 Kg

Total 35.98 Kg
(12.120) @ Rs:187.330/- P-Kg Rs:6740/-
4 Iron Sliding bolt to door 12" (300
T
mm Long)
( 12.066 1 = 1 Nos
@ Rs:250.00/- Each Rs:250/-
5 4" Long hinges T
6 = 6 Nos
(12.076 @ Rs:48/- Each Rs:288/-
6 Iron tower bolts 225mm long T
2 = 2 Nos
(12.094 @ Rs:420/- Each Rs:840/-
7 Handle 6" T
(12.055 3 = 3 Nos
@ Rs:60/- Each Rs:180/-
8 M.S Sheet 18 SWG T
(12.157 1 x 3.67 x 6.83 = 25.07 Sft
@ Rs:150.00/- P-Sft Rs:3760/-
B LABOUR
1 Black Smith T
1 Day = 1 Day
@ Rs:1100/- P-Day Rs:1100/-
2 Labour T
Colly un-skilled 1 Day = 1 Day
@ Rs:800/- P-Day Rs:800/-

Total: Rs:24774/-

Add 20% Contractor's profit +OH Charges Rs:13708/- Rs:2742/-

Except Sr. No.1,2,4 on Rs.

Total: Rs:27516/-

27516
Rate per Sft = = Rs:982.71/- P.Sft
28

Say = Rs:983/- P.Sft

CERTIFICATE
i) certified that input rate of material and labour for item at Sr. No. 3,56,7,8
(12.119,12.076,12.055,12.157,12.094) and Labour rate at Sr. No. (LB-028, LB-015) Are as per input
rates displayed on Website of Finance Department for the MRS, 1ST BI-ANNUAL-2022 (01.01.2022
to 30.06.2022) DISTRICT DERA GHAZI KHAN
ii) Certified that rates for items at serial No. Are not available onthe Website of Finance
Department for the the MRS, 1ST BI-ANNUAL-2022 (01.01.2022 to 30.06.2022) DISTRICT DERA
GHAZI KHAN such the rate of Rs. 983/-… has been applied after ascertaining it from the market.

Sub Divisional Officer Executive Engineer

Sub Engineer Buildings Sub Division Buildings Division
Taunsa Sharif Taunsa Sharif
 DETAIL OF IMPROVED SPECIFICATIONS FOR
MAN BUILDING

S.No Description No Length Breadth Depth Contents Amount

1 Providing and laying superb quality Porcelain
glazed tiles flooring of MASTER brand of
specified size in approved design, Color and
Shade with adhesive / bond over 3/4" thick (1:3)
cement plaster i/c the cost of sealer for finishing
the joints i/c cutting grinding complete in all
respect as approved and directed by the
Engineer Incharge. Full body Glazed tiles (i)
400 mm x 400 mm

GROUND FLOOR
Gen Word 1 x 14 x 13 x -- = 182 Sft
Exam 1 x 5 x 7 x -- = 35 Sft
M.O Office 1 x 14 x 10.25 x -- = 144 Sft
waiting 1 x 24.375 x 14.5 x -- = 353 Sft
L.H.V Office 1 x 14 x 10.25 x -- = 144 Sft
Exam 2 x 5 x 7 x -- = 70 Sft
O.B.S Ward 1 x 14 x 13 x -- = 182 Sft
Ster: 1 x 6.5 x 14 x -- = 91 Sft
Corridor 1 x 100 x 8 x -- = 800 Sft
Technican / lab 1 x 14 x 10 x -- = 140 Sft
EPI 1 x 14 x 10 x -- = 140 Sft
Treatment / Procedure rooms 1 x 14 x 10 x -- = 140 Sft
Store 1 x 9.375 x 7 x -- = 66 Sft
Dispensary 1 x 9.75 x 7 x -- = 68 Sft
Ent. 1 x 24.375 x 14.5 x -- = 353 Sft
Feeding room 1 x 6.5 x 6.5 x -- = 42 Sft
recep 1 x 7.25 x 6.5 x -- = 47 Sft
Entr: Lobby 1 x 8.75 x 6.5 x -- = 57 Sft
Nersary 1 x 9 x 7.125 x -- = 64 Sft
Labor Room 1 x 18 x 14 x -- = 252 Sft
Clen Utilites 1 x 6.5 x 6 x -- = 39 Sft
dirty Utilites 1 x 6.5 x 6 x -- = 39 Sft
Deck 1 x 14 x 24.375 x -- = 341 Sft
1 x 14.5 x 6.5 x -- = 94 Sft
1 x 9.5 x 6 x -- = 57 Sft
Total = 3940 Sft
263.1 - 159.63 + 36.45 @ 139.92 P-Sft 551285

2 Providing and laying superb quality Porcelain

glazed tiles of Master brand, skirting / dado of
specified size, Color and Shade with adhesive /
bond over 1/2" thick (1:2) cement plaster i/c the
cost of and sealer for finishing the joints, cutting
grinding complete in all respect as approved and
directed by the Engineer Incharge. Full body
Glazed Tile (i) 400 mmX400 mm

GROUND FLOOR
Gen Word 2 x( 14 + 13 )x 5.25 = 284 Sft
Exam 2 x( 5+ 7 )x 0.5 = 12 Sft
M.O Office 2 x( 14 + 10.25 )x 0.5 = 24 Sft
waiting 2 x( 24.375 + 14.5 )x 5.25 = 408 Sft
L.H.V Office 2 x( 14 + 10.25 )x 0.5 = 24 Sft
Exam 4 x( 5+ 7 )x 0.5 = 24 Sft
O.B.S Ward 2 x( 14 + 13 )x 5.25 = 284 Sft
Ster: 2 x( 6.5 + 14 )x 0.5 = 21 Sft
Corridor 2 x( 100 + 8 )x 5.25 = 1134 Sft
Technican / lab 2 x( 14 + 10 )x 0.5 = 24 Sft
EPI 2 x( 14 + 10 )x 0.5 = 24 Sft
Treatment / Procedure rooms 2 x( 14 + 10 )x 0.5 = 24 Sft
 Store 2 x( 9.375 + 7 )x 0.5 = 16 Sft
Dispensary 2 x( 9.75 + 7 )x 5.25 = 176 Sft
Ent. 2 x( 24.375 + 14.5 )x 5.25 = 408 Sft
Feeding room 2 x( 6.5 + 6.5 )x 0.5 = 13 Sft
recep 2 x( 7.25 + 6.5 )x 5.25 = 144 Sft
Entr: Lobby 2 x( 8.75 + 6.5 )x 0.5 = 15 Sft
Nersary 2 x( 9 + 7.125 )x 0.5 = 16 Sft
Labor Room 2 x( 18 + 14 )x 5.25 = 336 Sft
Clen Utilites 2 x( 6.5 + 6 )x 5.25 = 131 Sft
dirty Utilites 2 x( 6.5 + 6 )x 5.25 = 131 Sft
Deck 2 x( 14 + 24.375 )x 5.25 = 403 Sft
2 x( 14.5 + 6.5 )x 0.5 = 21 Sft
2 x( 9.5 + 6 )x 0.5 = 16 Sft
Total = 4113 Sft
263.1 - 171.79 @ 91.31 P-Sft 375558

Total 926843

Add 3% Contigency Charge 27805

Total 954648

Say Rs. 955000

Sub Divisional Officer Executive Engineer

Sub Engineer
Buildings Sub Division Buildings Division
Taunsa Sharif Taunsa Sharif
 DETAIL OF IMPROVED SPECIFICATIONS FOR
MAN BUILDING

S.No Description No Length Breadth Depth Contents Amount

1 Providing and laying superb quality Porcelain
glazed tiles flooring of MASTER brand of
specified size in approved design, Color and
Shade with adhesive / bond over 3/4" thick (1:3)
cement plaster i/c the cost of sealer for finishing
the joints i/c cutting grinding complete in all
respect as approved and directed by the
Engineer Incharge. Full body Glazed tiles (i)
400 mm x 400 mm

GROUND FLOOR
Drwaing / daining 1 x 19 x 12 x -- = 228 Sft
Launch 1 x 17.375 x 12.5 x -- = 217 Sft
Bed 1 x 13.625 x 12 x -- = 164 Sft
Box 1 x 11.375 x 6 x -- = 68 Sft
Study 1 x 11.625 x 9.5 x -- = 110 Sft
Bed 1 x 14 x 12 x -- = 168 Sft
Lobby/ dack 1 x 6 x 14 x -- = 84 Sft
Dress 1 x 5 x 6 x -- = 30 Sft
Dress 1 x 5.5 x 4.75 x -- = 26 Sft
Kithen 1 x 12 x 10 x -- = 120 Sft
Total = 1215 Sft
263.1 - 159.63 + 36.45 @ 139.92 P-Sft 170003

2 Providing and laying superb quality Porcelain

glazed tiles of Master brand, skirting / dado of
specified size, Color and Shade with adhesive /
bond over 1/2" thick (1:2) cement plaster i/c the
cost of and sealer for finishing the joints, cutting
grinding complete in all respect as approved and
directed by the Engineer Incharge. Full body
Glazed Tile (i) 400 mmX400 mm

GROUND FLOOR
Drwaing / daining 2 x( 19 + 12 )x 0.5 = 31 Sft
Launch 2 x( 17.375 + 12.5 )x 0.5 = 30 Sft
Bed 2 x( 13.625 + 12 )x 0.5 = 26 Sft
Box 2 x( 11.375 + 6 )x 0.5 = 17 Sft
Study 2 x( 11.625 + 9.5 )x 0.5 = 21 Sft
Bed 2 x( 14 + 12 )x 0.5 = 26 Sft
Lobby/ dack 2 x( 6 + 14 )x 0.5 = 20 Sft
Dress 2 x( 5 + 6 )x 0.5 = 11 Sft
Dress 2 x( 5.5 + 4.75 )x 0.5 = 10 Sft
Kithen 2 x( 12 + 10 )x 0.5 = 22 Sft
Total = 214 Sft
263.1 - 171.79 @ 91.31 P-Sft 19540

Total 189543

Sub Divisional Officer Executive Engineer

Buildings Sub Division Buildings Division
Sub Engineer Taunsa Sharif Taunsa Sharif