S No. Description Amount (Rs.)
1 Construction of Civil Dispensary 1,617,207
2 Construvtion of Type 4 House (02) Nos #REF!
3 Construction of Compound Wall 636,673
4 Construction of Rain Water Drain 131,003
5 Walk Way 169,514
6 Tub Well 1,016,579
7 External Water Supply 56,545
8 Leveling & Dressing 5,301
#REF!
GENERAL ABSTRACT OF COST
G.Total
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT---
--------------------- FR D.I KHAN
TASK- 6
S No. Description Amount (Rs.)
1 Type 4 House Civil Work #REF!
2 Internal Electrification 78,713
3 Water Supply 54,312
4 Sewrage System 55,215
#REF!
#REF!
#REF!
ABSTRACT OF COST OF TYPE 4 HOUSE
Sub-Total
TASK-6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT---
--------------------- FR D.I KHAN
Add Cost for one more
Grand Total:
S No. Description Amount (Rs.)
1 Civil Dispensary 1,374,893
2 Internal Electrification 106,129
3 Internal Water Supply 77,741
4 Sewrage System 58,444
1,617,207
TASK-6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT---
--------------------- FR D.I KHAN
ABSTRACT OF COST OF CD
G-Total
http://mosttutorials.blogspot.com/
A civil Engineering softwares tutorials,setups,ebooks website
1
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Exam: Room Long Wall 2 14.75 3 3.5 309.75
Exam: Room Short Wall 2 12.75 3 3.5 267.75
Female Waiting Room Long Wall 2 10.75 3 3.5 225.75
Female Waiting Room Short Wall 2 12.75 3 3.5 267.75
Dispenser Room long Wall 1 12.75 3 3.5 133.88
Dispenser Room Short Wall 2 12.75 3 3.5 267.75
Store & Bath Long Wall 2 6.00 3 3.5 126.00
Store & Bath Short Wall 2 12.33 3 3.5 258.93
EPI Long Wall 1 12.75 3 3.5 133.88
EPI Short Wall 2 12.75 3 3.5 267.75
Male Waiting Room Long Wall 1 12.75 3 3.5 133.88
Male Waiting Room Short Wall 2 10.75 3 3.5 225.75
Bath Long Wall 1 6.75 3 3.5 70.88
Bath Short Wall 1 7.75 3 3.5 81.38
Ramp 1 6.25 2 2 25.00
2771.06 cft
2
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Exam: Room Long Wall 2 14.75 3 1 88.50
Exam: Room Short Wall 2 12.75 3 1 76.50
Female Waiting Room Long Wall 2 10.75 3 1 64.5
Female Waiting Room Short Wall 2 12.75 3 1 76.50
Dispenser Room long Wall 1 12.75 3 1 38.25
Dispenser Room Short Wall 2 12.75 3 1 76.50
Store & Bath Long Wall 2 6.00 3 1 36.00
Store & Bath Short Wall 2 12.33 3 1 73.98
EPI Long Wall 1 12.75 3 1 38.25
EPI Short Wall 2 12.75 3 1 76.50
Male Waiting Room Long Wall 1 12.75 3 1 38.25
Male Waiting Room Short Wall 2 10.75 3 1 64.50
Bath Long Wall 1 6.75 3 1 20.25
Bath Short Wall 1 7.75 3 1 23.25
Ramp 1 6.25 2 0.5 6.25
Total:
Task # 6
0
Estimate for Main Building CD
Excavation in foundation of building, bridges etc complete : in hard soil or soft murum
Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation &
plinth (Ratio 1:4:8)
3
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
1st Step 22.5" Thick
Exam: Room Long Wall 2 14.75 1.87 0.5 27.58
Exam: Room Short Wall 2 12.75 1.87 0.5 23.84
Female Waiting Room Long Wall 2 10.75 1.87 0.5 20.10
Female Waiting Room Short Wall 2 12.75 1.87 0.5 23.84
Dispenser Room long Wall 1 12.75 1.87 0.5 11.92
Dispenser Room Short Wall 2 12.75 1.87 0.5 23.84
Store & Bath Long Wall 2 6.00 1.87 0.5 11.22
Store & Bath Short Wall 2 12.33 1.87 0.5 23.06
EPI Long Wall 1 12.75 1.87 0.5 11.92
EPI Short Wall 2 12.75 1.87 0.5 23.84
Male Waiting Room Long Wall 1 12.75 1.87 0.5 11.92
Male Waiting Room Short Wall 2 10.75 1.87 0.5 20.10
Bath Long Wall 1 6.75 1.87 0.5 6.31
Bath Short Wall 1 7.75 1.87 0.5 7.25
Ramp 1 6.25 1.13 0.5 3.53
2nd Step 18" Thick
Exam: Room Long Wall 2 14.75 1.5 0.5 22.13
Exam: Room Short Wall 2 12.75 1.5 0.5 19.13
Female Waiting Room Long Wall 2 10.75 1.5 0.5 16.13
Female Waiting Room Short Wall 2 12.75 1.5 0.5 19.13
Dispenser Room long Wall 1 12.75 1.5 0.5 9.56
Dispenser Room Short Wall 2 12.75 1.5 0.5 19.13
Store & Bath Long Wall 2 6.00 1.5 0.5 9.00
Store & Bath Short Wall 2 12.33 1.5 0.5 18.50
EPI Long Wall 1 12.75 1.5 0.5 9.56
EPI Short Wall 2 12.75 1.5 0.5 19.13
Male Waiting Room Long Wall 1 12.75 1.5 0.5 9.56
Male Waiting Room Short Wall 2 10.75 1.5 0.5 16.13
Bath Long Wall 1 6.75 1.5 0.5 5.06
Bath Short Wall 1 7.75 1.5 0.5 5.81
Ramp 1 6.25 9 1 56.25
3rd Step 13.5" Thick
Exam: Room Long Wall 2 14.75 1.13 0.5 16.59
Exam: Room Short Wall 2 12.75 1.13 0.5 14.34
Female Waiting Room Long Wall 2 10.75 1.13 0.5 12.09
Female Waiting Room Short Wall 2 12.75 1.13 0.5 14.34
Dispenser Room long Wall 1 12.75 1.13 0.5 7.17
Dispenser Room Short Wall 2 12.75 1.13 0.5 14.34
Store & Bath Long Wall 2 6.00 1.13 0.5 6.75
Store & Bath Short Wall 2 12.33 1.13 0.5 13.87
EPI Long Wall 1 12.75 1.13 0.5 7.17
EPI Short Wall 2 12.75 1.13 0.5 14.34
Male Waiting Room Long Wall 1 12.75 1.13 0.5 7.17
Male Waiting Room Short Wall 2 10.75 1.13 0.5 12.09
Bath Long Wall 1 6.75 1.13 1.5 11.39
Bath Short Wall 1 7.75 1.13 2.5 21.80
Pacca brick work in foundation and plinth in Cement, sand mortar 1:6
4th Step 9" Thick Wall
Exam: Room Long Wall 2 14.75 0.75 2.5 55.31
Exam: Room Short Wall 2 12.75 0.75 2.5 47.81
Female Waiting Room Long Wall 2 10.75 0.75 2.5 40.31
Female Waiting Room Short Wall 2 12.75 0.75 2.5 47.81
Dispenser Room long Wall 1 12.75 0.75 2.5 23.91
Dispenser Room Short Wall 2 12.75 0.75 2.5 47.81
Store & Bath Long Wall 2 6.00 0.75 2.5 22.50
Store & Bath Short Wall 2 12.33 0.75 2.5 46.24
EPI Long Wall 1 12.75 0.75 2.5 23.91
EPI Short Wall 2 12.75 0.75 2.5 47.81
Male Waiting Room Long Wall 1 12.75 0.75 2.5 23.91
Male Waiting Room Short Wall 2 10.75 0.75 2.5 40.31
Bath Long Wall 1 6.75 0.75 2.5 12.66
Bath Short Wall 1 7.75 0.75 2.5 14.53
494.83 cft
4
Description No Width (ft) Quantity (sft)
Exam: Room Long Wall 2 0.75 22.13
Exam: Room Short Wall 2 0.75 19.13
Female Waiting Room Long Wall 2 0.75 16.13
Female Waiting Room Short Wall 2 0.75 19.13
Dispenser Room long Wall 1 0.75 9.56
Dispenser Room Short Wall 2 0.75 19.13
Store & Bath Long Wall 2 0.75 9.00
Store & Bath Short Wall 2 0.75 18.50
EPI Long Wall 1 0.75 9.56
EPI Short Wall 2 0.75 19.13
Male Waiting Room Long Wall 1 0.75 9.56
Male Waiting Room Short Wall 2 0.75 16.13
Bath Long Wall 1 0.75 5.06
Bath Short Wall 1 0.75 5.81
197.93 sft
Length (ft)
Total:
14.75
12.75
10.75
12.75
12.75
10.75
6.75
Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 2 coats bitumen (2" thick)
12.75
12.75
Total:
6.00
12.33
12.75
12.75
7.75
5
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Exam: Room Long Wall 2 14.75 0.75 11 243.38
Exam: Room Short Wall 2 12.75 0.75 11 210.38
Female Waiting Room Long Wall 2 10.75 0.75 11 177.38
Female Waiting Room Short Wall 2 12.75 0.75 11 210.38
Dispenser Room long Wall 1 12.75 0.75 11 105.19
Dispenser Room Short Wall 2 12.75 0.75 11 210.38
Store & Bath Long Wall 2 6.00 0.75 11 99.00
Store & Bath Short Wall 2 12.33 0.75 11 203.45
EPI Long Wall 1 12.75 0.75 11 105.19
EPI Short Wall 2 12.75 0.75 11 210.38
Male Waiting Room Long Wall 1 12.75 0.75 11 105.19
Male Waiting Room Short Wall 2 10.75 0.75 11 177.38
Bath Long Wall 1 6.75 0.75 11 55.69
Bath Short Wall 1 7.75 0.75 11 63.94
Perapet Wall 1 141.75 0.75 3.17 337.01
2514.27 cft
Deduction
D1 6 3.50 0.75 7.00 110.25
D2 1 3.00 0.75 7.00 15.75
D3 2 2.50 0.75 7.00 26.25
W1 5 6.00 0.75 5.00 112.50
V1 3 3.00 0.75 2.00 13.50
278.25
2236.02
6
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
RCC Slabe as per Coverd Area 0.5 537.855
D1 6 5.00 0.75 0.5 11.25
D2 1 4.50 0.75 0.5 1.69
D3 2 4.00 0.75 0.5 3.00
W1 5 7.50 0.75 0.5 14.06
RCC Beam 1 16.75 0.83 0.50 6.98
Sun Shade 1 156.75 3.00 0.33 155.18
730.02 cft
Pacca brick work in ground floor Cement, sand mortar 1:4
Total:
S.Total:
Total:
RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)
Total:
1075.71
7
Steel Reinforcement 730.02 6.00 2240 1.96
1.96 tonne
8
As per Coverd Area 0.14 150.60
150.60 Cft
9
Description No Length (ft) Width (ft) Quantity (cft)
As per Coverd Area 1075.71
1075.71 sft
10
as per Coverd Area 1075.71
1075.71 sft
11
As per Coverd Area 1075.71
1075.71 sft
12
As per Coverd Area 1075.71
1075.71 sft
13
6 3.50 7.00 147.000
1 3.00 7.00 21.000
2 2.50 7.00 35.000
203.00 sft
14
6 3.50 7.00 147.00
1 3.00 7.00 21.00
2 2.50 7.00 35.00
3 3.00 2.00 18.00
221.00 sft
15
6 3.50 7.00 147.00 sft
147.00 sft
16
9.00
9.00 Nos
17
No. Width (ft) Height (ft) Quantity (sft)
5 6.00 5.00 150.00
150.00 sft
18
5 6.00 5.00 150.00
150.00 sft
1075.71
S/F of Polythene sheet on roof in two layers as spfd:
Total:
Earth filling over roof including watering, ramming etc 4" thick earth filling and 1" mud plaster
1075.71
Total:
First class deodar wood wrought joinery work GI wire guaze fixed to chowkat with 1/2" strip
D1
Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane
3mm
9
Description
W1
Total:
Total:
MS flat 1/2"x1/8" grill in windows of approved design.
W1
Make & fix cleats for doors & windows including hinges and screws.
Cleats
Total :
Total:
D2
D3
Total:
Provide & fix 20 gauge steel chowkat for doors, windows & CS windows,including holdfast etc
D1
D2
D3
Total :
Total:
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) on Roof
Total:
1075.71
First class deodar wood wrought joinery in doors and windows etc. complete : 1.5" thick
D1
V1
Total:
Supply & fabricate M.S. reinforcement for cement concrete (Hot Rold Bars) Grade 40
Total:
2 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1 cft per % sft
1075.71
1075.71
Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab
19
Description Side No. Width (ft) Height (ft) Quantity (sft)
D1 2 6 3.50 7.00 294.00
D2 2 1 3.00 7.00 42.00
D3 2 2 2.50 7.00 70.00
W1 2 5 6.00 5.00 300.00
V1 2 3 3.00 2.00 36.00
742.00 sft
20
Examinition Room 1 12.00 14.00 0.50 84.00
F/Male Waiting Room 1 16.00 12.00 0.50 96.00
Dispenser Room 1 12.00 12.00 0.50 72.00
Store & Bath 1 11.58 6.00 0.50 34.74
EPI 1 12.00 12.00 0.50 72.00
Male Waiting 1 12.00 10.00 0.50 60.00
Veranda 1 14.75 12.00 0.50 88.50
Ramp 1 6.00 6.00 0.25 9.00
516.24 cft
21
Examinition Room 1 12.00 14.00 0.33 55.44
F/Male Waiting Room 1 16.00 12.00 0.33 63.36
Dispenser Room 1 12.00 12.00 0.33 47.52
Store & Bath 1 11.58 6.00 0.33 22.93
EPI 1 12.00 12.00 0.33 47.52
Male Waiting 1 12.00 10.00 0.33 39.60
Veranda 1 14.75 12.00 0.33 58.41
Ramp 1 6.00 6.00 0.25 9.00
343.78 cft
22
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Examinition Room 1 12.00 14.00 0.33 55.44
F/Male Waiting Room 1 16.00 12.00 0.33 63.36
Dispenser Room 1 12.00 12.00 0.33 47.52
Store & Bath 1 11.58 6.00 0.33 22.93
EPI 1 12.00 12.00 0.33 47.52
Male Waiting 1 12.00 10.00 0.33 39.60
Veranda 1 14.75 12.00 0.33 58.41
Ramp 1 6.00 6.00 0.25 9.00
343.78 cft
23
Description No Length (ft) Quantity (cft)
Examinition Room 1 12.00 168.00
F/Male Waiting Room 1 16.00 192.00
Dispenser Room 1 12.00 144.00
Store & Bath 1 11.58 69.48
EPI 1 12.00 144.00
Male Waiting 1 12.00 120.00
Veranda 1 14.75 177.00
Ramp 1 6.00 36.00
1050.48 sft
10.00
12.00
6.00
Total:
12.00
12.00
Filling, watering and ramming earth under floor with surplus earth from foundation, etc
Total:
Supplying and filling sand under floor or plugging in wells
Total:
Provide & lay topping of concrete 1:2:4, incl. surface finishing & dividing in panels : 2" thick
Width (ft)
14.00
Plain Cement Concrete including placing, compacting,finishing & curing (Ratio 1:4:8)
Total:
Prepare & paint new surface door & windows prime coat & 2nd Coat
6.00
12.00
Total:
24
Description Side No. Length (ft) Height (ft) Quantity (sft)
Exam: Room Long Wall 2 2 14.00 11 616.00
Exam: Room Short Wall 2 2 12.00 11 528.00
Female Waiting Room Long Wall 2 2 12.00 11 528.00
Female Waiting Room Short Wall 2 2 10.00 11 440.00
Dispenser Room long Wall 2 2 12.00 11 528.00
Dispenser Room Short Wall 2 2 12.00 11 528.00
Store & Bath Long Wall 2 2 6.00 11 264.00
Store & Bath Short Wall 2 2 11.58 11 509.52
EPI Long Wall 2 2 12.00 11 528.00
EPI Short Wall 2 2 12.00 11 528.00
Male Waiting Room Long Wall 2 2 10.00 11 440.00
Male Waiting Room Short Wall 2 2 12.00 11 528.00
Bath Long Wall 2 1 7.00 11 154.00
Bath Short Wall 2 1 6.00 11 132.00
Ceiling & Roof 2 1 1075.71 2151.42
Perapet Wall 1 1 141.75 3.17 449.35
8852.29 sft
D1 1 6 3.50 7.00 147.00
D2 1 1 3.00 7.00 21.00
D3 1 2 2.50 7.00 35.00
W1 1 5 6.00 5.00 150.00
V1 1 3 3.00 2.00 18.00
371.00 sft
8481.29 sft
25
Description Side No. Length (ft) Height (ft) Quantity (sft)
Exam: Room Long Wall 2 2 14 11 616.00
Exam: Room Short Wall 2 2 12 11 528.00
Female Waiting Room Long Wall 2 2 12 11 528.00
Female Waiting Room Short Wall 2 2 10 11 440.00
Dispenser Room long Wall 2 2 12 11 528.00
Dispenser Room Short Wall 2 2 12.00 11 528.00
Store & Bath Long Wall 2 2 6.00 11 264.00
Store & Bath Short Wall 2 2 11.58 11 509.52
EPI Long Wall 2 2 12.00 11 528.00
EPI Short Wall 2 2 12.00 11 528.00
Male Waiting Room Long Wall 2 2 10.00 11 440.00
Male Waiting Room Short Wall 2 2 12.00 11 528.00
Bath Long Wall 2 1 7.00 11 154.00
Bath Short Wall 2 1 6.00 11 132.00
Ceiling 1 1 1075.71 1075.71Perapet Wall 1 1 141.75 3.17 449.35
7776.58 sft
D1 1 6 3.50 7.00 147.00
D2 1 1 3.00 7.00 21.00
D3 1 2 2.50 7.00 35.00
W1 1 5 6.00 5.00 150.00
V1 1 3 3.00 2.00 18.00
371.00 sft
7405.58 sft
Distempering New surface : Three coats
S.Total :
Deduction
S.Total:
Deduction
Total:
S.Total:
Total:
Cement plaster 1:4 upto 20' height 1/2" thick
S.Total :
26
Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)
Plinth Protiction (around the Building 1 156.75 3 0.25 117.56
117.56 sft
27
Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)
Stairs 3 8.5 0.75 0.75 14.34
Copping of Perapet Wall 1 141.75 0.75 0.16 17.01
31.35 Cft
28
Description No. Length (ft) Quantity (sft)
Exam: Room Long Wall 2 14 14.00
Exam: Room Short Wall 2 12 12.00
Female Waiting Room Long Wall 2 12 12.00
Female Waiting Room Short Wall 2 10 10.00
Dispenser Room long Wall 2 12 12.00
Dispenser Room Short Wall 2 12.00 12.00
Store & Bath Long Wall 2 6.00 6.00
Store & Bath Short Wall 2 11.58 11.58
EPI Long Wall 2 12.00 12.00
EPI Short Wall 2 12.00 12.00
Male Waiting Room Long Wall 2 10.00 10.00
Male Waiting Room Short Wall 2 12.00 12.00
Bath Long Wall 1 7.00 3.50
Bath Short Wall 1 6.00 3.00
Perapet Wall (inner Side) 1 141.75 70.88
212.96 sft
29
60.00 Rft
30
5 Nos
31
5 Nos
Khuras on roof 2'x2'x6"
5
Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
Plain Cement Concrete including placing, compacting,finishing & curing (Ratio 1:3:6)
Total:
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4)
Total:
0.5
0.5
0.5
0.5
5
Total:
Cast iron rain water down pipe fixed in position : 3" dia
5 12
Provide grey cement skirting 3/8" thick complete Extra if skirting or dado is finished with pigment
Depth (ft)
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
S.
No.
CSR Item
No.Description Unit Qty Rate (Rs.)
Amount
(Rs.)
1 03-23-cExcavation in foundation of building, bridges
etc complete : in hard soil or soft murumCft 2771.06 33.33 92345.41
2 06-03-b
Cement Concrete (brick/stone ballast, 1.5"
to 2"/nullah shingle well graded and
cleaned) in foundation & plinth (Ratio 1:4:8)
Cft 791.73 73.01 57804.13
3 07-04-a-05Pacca brick work in foundation and plinth in
Cement, sand mortar 1:6Cft 494.83 97.89 48436.95
4 06-22-a-02
Damp proof of cem. conc. 1:2:4 i/c bitumen
coat, 1 layer polythene & 2 coats bitumen
(2" thick)
sft 197.93 31.07 6149.68
5 07-05-a-03Pacca brick work in ground floor Cement,
sand mortar 1:4Cft 2236.02 111.15 248531.85
6 06-06-a-03
RCC in roof slab, beam, column & other
structural members, insitu or precast. Type
C (1:2:4)
Cft 730.02 148.99 108764.60
7 06-07-cSupply & fabricate M.S. reinforcement for
cement concrete (Hot Rold Bars) Grade 40
tonn
e1.96 82234.55 160801.59
8 12-07-c
First class deodar wood wrought joinery in
doors and windows etc. complete : 1.5"
thick
Sft 203 614.38 124719.14
9 NSI
Provide & fix 20 gauge steel chowkat for
doors, windows & CS windows,including
holdfast etc
Sft 221 187.38 41410.98
10 12-13-d
First class deodar wood wrought joinery
work GI wire guaze fixed to chowkat with
1/2" strip
sft 147 108.83 15998.01
11 12-17-aP/F brass spring hinges to wire gauzed
door.Each 6 219.82 1318.92
12 12-27-aMake & fix cleats for doors & windows
including hinges and screws.Each 9 84.91 764.19
13 25-39-b-05
Providing and Fixing steel windows with
openable glazed panels With 22 SWG wire
gauze : Glass pane 3mm
Sft 150 430.76 64614.00
14 12--50MS flat 1/2"x1/8" grill in windows of
approved design. sft 150.00 140.31 21046.50
15 03-16-aFilling, watering and ramming earth under
floor with surplus earth from foundation, etcCft 516.24 14.26 7361.58
16 07--30Supplying and filling sand under floor or
plugging in wellsCft 343.78 11.86 4077.93
#REF!
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------------------------
FR D.I KHAN
Cost Estimate of Main Building
New Construction of CD
17 06-05-iPlain Cement Concrete including placing,
compacting,finishing & curing (Ratio 1:4:8) Cft 343.78 81.84 28136.27
18 10-15-e
Provide & lay topping of concrete 1:2:4, incl.
surface finishing & dividing in panels : 2"
thick
sft 1050.48 31.42 33006.50
19 11-09-bCement plaster 1:4 upto 20' height 1/2"
thicksft 8481.29 11.49 97449.99
20 11-23-a-03 Distempering New surface : Three coats sft 7405.58 3.91 28934.33
21 13-06-c-01Prepare & paint new surface door &
windows prime coat.sft 742.00 7.14 5299.88
22 13-06-c-02Prepare & paint new surface door &
windows.Each Subsequent coat.sft 742.00 10.03 7439.14
23 06-05-fPlain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:2:4) Cft 150.60 117.70 17725.55
24 NSIP/F Light Steel Grited in PCC (1:2:4) 3/4" x
3/4" on Roof sft 1075.71 15.00 16135.65
25 09--12
2 coats of bitumen laid hot using 34 lbs. for
%sft over roof & blinded with sand at 1 cft
per % sft
sft 1075.71 10.92 11751.59
26 NSIS/F of Polythene sheet on roof in two layers
as spfd:sft 1075.71 10.00 10757.10
27 09-10-b
Earth filling over roof including watering,
ramming etc 4" thick earth filling and 1" mud
plaster
sft 1075.71 10.47 11262.90
28 09--05
Single layer of tiles 10"x5"x1.25" laid over 4"
earth and 1" mud plaster on top of RC roof
slab
sft 1075.71 49.21 52937.73
29 06-05-hPlain Cement Concrete including placing,
compacting,finishing & curing (Ratio 1:3:6) Cft 117.56 98.46 11575.63
30 06-05-f
Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:2:4)
as a copping
Cft 31.35 117.70 3690.23
31 10-37-c
Provide grey cement skirting 3/8" thick
complete Extra if skirting or dado is finished
with pigment
sft 212.96 8.21 1748.85
32 09-19-bCast iron rain water down pipe fixed in
position : 3" dia Rft 60.00 407.39 24443.40
33 09--20
Heads for cast iron rain water down pipe
fixed in place including cost of clamp
holdfast and painting
Each 5.00 500.35 2501.75
34 09--21Shoes, bends or offsets for cast iron ran
water down pipe, including fixing & paintingEach 5.00 445.79 2228.95
35 09--15 Khuras on roof 2'x2'x6" Each 4.00 571.97 2287.88
36 09--16
Bottom khuras of brick masonry in c/s
mortar 1:6,4'x2'x4.5" over 3" cem. concrete
1:4:8
Each 4.00 358.46 1433.84
1374892.63Sub-Total:
S.
No.
CSR Item
No.Description Unit Qty Rate (Rs.)
Amount
(Rs.)
1 14-08-b
Providing and Fixing glazed earthen ware
sink including set of brackets, waste pipe
etc : 25"x18"
Each 2 951.60 1903.20
2 14-10-a
Providing and Fixing glazed earthen ware
low down flushing cistern 3 gallons capacity
: White
Each 3 1484.00 4452.00
3 14-05-a-01
Providing and Fixing glazed earthen ware
WHB complete Size 22"x16" : White with
pedestal
Each 2 1611.05 3222.10
4 14-06-a
Providing and Fixing stainless steel sink
with drain board size 48"x24", including set
of brackets, waste pipe etc
Each 2 2524.60 5049.20
5 NSI
Providing and Fixing best quality 5mm
mirror 22"x16" size, Plastic towel rail,Plastic
shelf 24"x5",CP soap dish.
Set 1 1000.00 1000.00
6 14-22-bProviding and Fixing CP stop-cock, heavy
type : 1/2"Each 4 343.27 1373.08
7 14-21-bProviding and Fixing CP pillar-cock, heavy
typeEach 4 417.08 1668.32
8 14-41-bProviding and Fixing CP waste coupling :
1.5"Each 3 299.83 899.49
9 14-31-a
Providing and Fixing CI floor trap including
CI grating & concrete chamber all round :
4"x2"
Each 2 240.85 481.70
10 14-48-aProviding and Fixing brass ball float valve
1/2" diaEach 5 179.92 899.60
11 14-55-fProviding and Fixing GI pipe & including
specials complete 1/2" diaRft 84 153.98 12934.32
12 14-69-b-03P/F Polyethylene Water Tank 500 gallons
(Vertical)Each 2 21928.84 43857.68
77740.69
Cost Estimate of Internal Water Supply of Main Building
Sub-Total:
S
No.
CSR Item
CoadDescreption Unit Qty Rate Amount
1 15-52
Wiring of light point in 3/0.029 PVC
insulated bars cable in PVC Pipe rescessed
in wall comp
Each 20 1592.54 31850.8
2 15-48-cWiring of sub main/earthing in 1 single core
PVC insulated & sheathed cable : 7/0.044Rft 150 27.99 4198.5
3 15.24bP/F: 4' long tube light with starter, tube rod
(Phillips) and choke. Nos 6 528.17 3169.02
4 15.68c
P/F: of 56" sweep capacitor type ceiling fan
with dimmer, (Pak/Royal Fan Delux) i/c
suspension rod and canopy etc.
Nos 6 2191.13 13146.78
5 15-56-b
Supply and Erection white round globe with
holder, gallery & 100 Watt bulb complete :
8" dia.
Nos 5 285.97 1429.85
6 15-81 Supply and Fixing 20 Amp power plug Nos 5 182.7 913.5
7 NSI
P/F Main Board i/c switches and circuit
breaker of best quality Complete,according
to nomber of rooms and external wiring,
approved by engineer incharge.
Nos 1 10057.1 10057.1
8 NSI
P/Fixing: of 2 core 7/0.052 aluminum cable
in PVC pipe of approved quality i/c
connection from nearest source to main
board.
Rft 150 80.00 12000
9 15.69aP/Fixing: 12" Sweep (Pak/Royal) Exhaust
fan with louver. Nos. 2 1,571.40 3142.8
10 NSIProviding and Fixing Electirc water geyser
10 gallons best quality. No 2 10000 20000
10 15-53
Special earthing of iron/metal clad switches
etc with copper wire No. 8 SWG in GI pipe
1/2" dia
Nos. 1 6,220.81 6220.81
106,129.16 Sub Total :
Cost Estimate of Internal Eletrification of main Building
S
No.
CSR Item
CoadDescreption Unit Qty Rate Amount
1 NSI
Construction of 2'x2' or 2.5'dia BB manhole,
upto required depth i/c 4" PCC 1:4:8 in bed,
BB wall laid & plastered in 1:4 making
channel inside and RCC 1:2:4 cover, 4"
thick with 3/8" dia bars 4" C/C both side.
Each 5.00 1700.00 8500
2 14-37-cSupply and Fixing CI manhole cover with
frame etc complete 24" diaEach 5.00 2742.31 13711.55
3 23.01b
P/L: in trench, jointing and testing 6" dia
RCC pipe Complete as per specification
and instruction of Engineer Incharge.
Rft 54 98.32 5356.4736
4 24-18-c-05
Providing and Laying cut, joint, test,
disinfect PVC pipe line BSS Class 'D'
working pressure : 3" i/d
Rft 20.00 127.59 2551.80
5 14-34-a-02Providing and fitting CI soil pipe with : Lead
& yarn caulked joint : 2" dia.Rft 24 264.69 6352.56
6 14-36-aProviding and Fixing CI specials, such as
tees, bends etc Lead caulked jointEach 4 475.00 1900
7 23-10 Septic Tank (int.Size: 7'x2'x5') complete Each 1 10,154.55 10154.55
8 23-11 Soakage Pit (6'dia x 15' deep) complete Each 1 9,917.15 9917.15
58444.08
Sewerage system Of Main Building
Total :
1
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Long Wall
Short wall
2
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Long Wall
Short wall
3
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
1st Step 22.5" Thick
Long Wall
Short wall
2nd Step 18" Thick
Long Wall
Short wall
3rd Step 13.5" Thick
Long Wall
Short wall
4th Step 9" Thick Wall
Long Wall
Short wall
4
Description No Width (ft) Quantity (sft)
Long Wall
Short wall
5
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Long Wall
Short wall
Pacca brick work in ground floor Cement, sand mortar 1:4
Damp proof of cem. conc. 1:2:4 i/c bitumen coat, 1 layer polythene & 2 coats bitumen (2" thick)
Estimate for Type 1 Room
Total:
Excavation in foundation of building, bridges etc complete : in hard soil or soft murum
Total:
Total :
Pacca brick work in foundation and plinth in Cement, sand mortar 1:6
Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation &
plinth (Ratio 1:4:8)
Length (ft)
Total:
Total:
Deduction
D1
W1
6
Description No Length Width (ft) Depth (ft) Quantity (cft)
Slabe
Room
D1
W1
7
Steel Reinforcement
8
Room
9
Description No Length Width (ft) Quantity (cft)
Room
10
Room
11
Room
12
No. Width (ft) Height (ft) Quantity (sft)
13
No. Width (ft) Height (ft) Quantity (sft)
Lintle
Total:
Total:
RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)
Total:
Total:
2 coats of bitumen laid hot using 34 lbs. for %sft over roof & blinded with sand at 1 cft per % sft
Total:
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) On Roof
Total:
S/F of Polythene sheet on roof in two layers as spfd:
W1
S/F: of Steel doors 18 SWG MS sheet with angle iron frame 1½"x1½"x1/8", bolt, hinges & paint etc.
Description
Description
Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane
3mm
Supply & fabricate M.S. reinforcement for cement concrete (Hot Rold Bars) Grade 40
Total:
D1
Total:
Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab
S.Total:
Total:
14
15
Description Side No. Width (ft) Height (ft) Quantity (sft)
D2
W1
16
Room
17
Room
18
Description No Length (ft) Width (ft) Depth (ft) Quantity (cft)
Room
19
Description No Length (ft) Quantity (cft)
Room
20
Description Side No. Length (ft) Height (ft) Quantity (sft)
Room Long Wall
Room Short Wall
Ceiling Bed Room
D1
W1
Total:
Provide & lay topping of concrete 1:2:4, incl. surface finishing & dividing in panels : 2" thick
Total:
Prepare & paint new surface door & windows prime coat & 2nd Coat
Total:
Filling, watering and ramming earth under floor with surplus earth from foundation, etc
Plain Cement Concrete including placing, compacting,finishing & curing (Ratio 1:4:8)
Cement plaster 1:4 upto 20' height 1/2" thick
MS flat 1/2"x1/8" grill in windows of approved design.
W1
Width (ft)
Total:
Total:
Total:
Supplying and filling sand under floor or plugging in wells
Deduction
S.Total:
Total:
S.Total :
21
Description Side No. Length (ft) Height (ft) Quantity (sft)
Room Long Wall
Room Short Wall
Ceiling Bed Room
D1
W1
22
Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)Plinth Protiction (around the
Building
23
Description No. Length (ft) Weidth (ft) Height (ft) Quantity (Cft)
Long Wall
Short Wall
24
25
26
Khuras on roof 2'x2'x6"
Bottom khuras of brick masonry in c/s mortar 1:6,4'x2'x4.5" over 3" cem. concrete 1:4:8
Cast iron rain water down pipe fixed in position : 3" dia
Total:
Total:
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) as a copping
S.Total:
Total:
Deduction
Distempering New surface : Three coats
S.Total :
Plain Cement Concrete including placing, compacting,finishing & curing (Ratio 1:3:6)
S. No.CSR Item
No.Description Unit Qty Rate (Rs.)
Amount
(Rs.)
1 03-23-cExcavation in foundation of building, bridges
etc complete : in hard soil or soft murumCft 0.00 33.33 0.00
2 06-03-b
Cement Concrete (brick/stone ballast, 1.5"
to 2"/nullah shingle well graded and
cleaned) in foundation & plinth (Ratio 1:4:8)
Cft 0.00 73.01 0.00
3 07-04-a-05Pacca brick work in foundation and plinth in
Cement, sand mortar 1:6Cft 0.00 97.89 0.00
4 06-22-a-02
Damp proof of cem. conc. 1:2:4 i/c bitumen
coat, 1 layer polythene & 2 coats bitumen
(2" thick)
sft 0.00 31.07 0.00
5 07-05-a-03Pacca brick work in ground floor Cement,
sand mortar 1:4Cft 0.00 111.15 0.00
6 06-06-a-03
RCC in roof slab, beam, column & other
structural members, insitu or precast. Type
C (1:2:4)
Cft 0.00 148.99 0.00
7 06-07-cSupply & fabricate M.S. reinforcement for
cement concrete (Hot Rold Bars) Grade 40tonne 0.00 82234.55 0.00
8 25-47
S/F: of Steel doors 18 SWG MS sheet with
angle iron frame 1½"x1½"x1/8", bolt, hinges
& paint etc.Main Gate
sft 0 244.24 0.00
9 12-07-cFirst class deodar wood wrought joinery in
doors and windows etc. complete : 1.5" thickSft #REF! 614.38 #REF!
10 NSI
Provide & fix 20 gauge steel chowkat for
doors, windows & CS windows,including
holdfast etc
Sft #REF! 187.38 #REF!
11 12-13-d
First class deodar wood wrought joinery
work GI wire guaze fixed to chowkat with
1/2" strip
sft #REF! 108.83 #REF!
12 12-27-aMake & fix cleats for doors & windows
including hinges and screws.Each #REF! 84.91 #REF!
13 25-39-b-05
Providing and Fixing steel windows with
openable glazed panels With 22 SWG wire
gauze : Glass pane 3mm
Sft 0 430.76 0.00
14 12--50MS flat 1/2"x1/8" grill in windows of
approved design. sft 0.00 140.31 0.00
15 07--30Supplying and filling sand under floor or
plugging in wellsCft 0.00 11.86 0.00
16 03-16-aFilling, watering and ramming earth under
floor with surplus earth from foundation, etcCft 0.00 14.26 0.00
#REF!
#REF!
Main Building Type v House
17 06-05-iPlain Cement Concrete including placing,
compacting,finishing & curing (Ratio 1:4:8) Cft 0.00 81.84 0.00
18 10-15-e
Provide & lay topping of concrete 1:2:4, incl.
surface finishing & dividing in panels : 2"
thick
sft 0.00 31.42 0.00
19 10--47
Burnt brick (1st class) pavement on edge
grouted with sand including preparation of
bed
sft #REF! 36.87 #REF!
20 11-09-b Cement plaster 1:4 upto 20' height 1/2" thick sft 0.00 11.49 0.00
21 11-18-aCement pointing struck joints, on walls upto
20' Hight Ratio (1:2)sft #REF! 12.74 #REF!
22 11-23-a-03 Distempering New surface : Three coats sft 0.00 3.91 0.00
23 13-06-c-01Prepare & paint new surface door &
windows prime coat.sft 0.00 7.14 0.00
24 13-06-c-02Prepare & paint new surface door &
windows.Each Subsequent coat.sft 0.00 10.03 0.00
25 06-05-fPlain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:2:4) Cft 0.00 117.70 0.00
26 09--12
2 coats of bitumen laid hot using 34 lbs. for
%sft over roof & blinded with sand at 1 cft
per % sft
sft 0 10.92 0.00
27 NSIS/F of Polythene sheet on roof in two layers
as spfd:sft 0.00 10.00 0.00
28 09-10-b
Earth filling over roof including watering,
ramming etc 4" thick earth filling and 1" mud
plaster
sft 0.00 10.47 0.00
29 09--05
Single layer of tiles 10"x5"x1.25" laid over 4"
earth and 1" mud plaster on top of RC roof
slab
sft 0.00 49.21 0.00
30 06-05-hPlain Cement Concrete including placing,
compacting,finishing & curing (Ratio 1:3:6) Cft 0.00 98.46 0.00
31 06-05-f
Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:2:4)
as a copping
sft 0.00 117.70 0.00
32 10-37-c
Provide grey cement skirting 3/8" thick
complete Extra if skirting or dado is finished
with pigment
sft #REF! 8.21 #REF!
33 09-19-bCast iron rain water down pipe fixed in
position : 3" dia Rft 48.00 407.39 19554.72
34 09--20
Heads for cast iron rain water down pipe
fixed in place including cost of clamp
holdfast and painting
Each 4.00 500.35 2001.40
35 09--21Shoes, bends or offsets for cast iron ran
water down pipe, including fixing & paintingEach 4.00 445.79 1783.16
36 09--15 Khuras on roof 2'x2'x6" Each 4.00 571.97 2287.88
37 09--16
Bottom khuras of brick masonry in c/s
mortar 1:6,4'x2'x4.5" over 3" cem. concrete
1:4:8
Each 4.00 358.46 1433.84
#REF!Sub-Total:
S. No.CSR Item
No.Description Unit Qty Rate (Rs.)
Amount
(Rs.)
1 14-08-b
Providing and Fixing glazed earthen ware
sink including set of brackets, waste pipe etc
: 25"x18"
Each 2 951.60 1903.20
2 14-10-a
Providing and Fixing glazed earthen ware
low down flushing cistern 3 gallons capacity
: White
Each 1 1484.00 1484.00
3 14-05-a-01
Providing and Fixing glazed earthen ware
WHB complete Size 22"x16" : White with
pedestal
Each 1 1611.05 1611.05
4 14-06-a
Providing and Fixing stainless steel sink with
drain board size 48"x24", including set of
brackets, waste pipe etc
Each 1 2524.60 2524.60
5 NSI
Providing and Fixing best quality 5mm
mirror 22"x16" size, Plastic towel rail,Plastic
shelf 24"x5",CP soap dish.
Set 1 1000.00 1000.00
6 14-22-bProviding and Fixing CP stop-cock, heavy
type : 1/2"Each 4 343.27 1373.08
7 14-21-bProviding and Fixing CP pillar-cock, heavy
typeEach 4 417.08 1668.32
8 14-41-bProviding and Fixing CP waste coupling :
1.5"Each 3 299.83 899.49
9 14-31-a
Providing and Fixing CI floor trap including
CI grating & concrete chamber all round :
4"x2"
Each 3 240.85 722.55
10 14-48-aProviding and Fixing brass ball float valve
1/2" diaEach 4 179.92 719.68
11 14-55-fProviding and Fixing GI pipe & including
specials complete 1/2" diaRft 120 153.98 18477.60
12 14-69-b-03P/F Polyethylene Water Tank 500 gallons
(Vertical)Each 1 21928.84 21928.84
54312.41Sub-Total:
Internal Water Supply
S No.CSR Item
CoadDescreption Unit Qty Rate Amount
1 15-52
Wiring of light point in 3/0.029 PVC
insulated bars cable in PVC Pipe rescessed
in wall comp
Each 15 1592.54 23888.1
2 15-48-cWiring of sub main/earthing in 1 single core
PVC insulated & sheathed cable : 7/0.044Rft 200 27.99 5598
3 15.24bP/F: 4' long tube light with starter, tube rod
(Phillips) and choke. Nos 2 528.17 1056.34
4 15.68c
P/F: of 56" sweep capacitor type ceiling fan
with dimmer, (Pak/ Royal Fan Delux) i/c
suspension rod and canopy etc.
Nos 2 2191.13 4382.26
5 15-56-b
Supply and Erection white round globe with
holder, gallery & 100 Watt bulb complete :
8" dia.
Nos 7 285.97 2001.79
6 15-81 Supply and Fixing 20 Amp power plug Nos 2 182.7 365.4
7 NSI
P/F Main Board i/c switches and circuit
breaker of best quality Complete,according
to nomber of rooms and external wiring,
approved by engineer incharge.
Nos 1 10057.1 10057.1
8 NSI
P/Fixing: of 2 core 7/0.052 aluminum cable
in PVC pipe of approved quality i/c
connection from nearest source to main
board.
Rft 150 80.00 12000
9 15.69aP/Fixing: 12" Sweep (Pak/Royal ) Exhaust
fan with louver. Nos. 2 1,571.40 3142.8
10 NSIProviding and Fixing Electirc water geyser
10 gallons best quality. No 1 10000 10000
11 15-53
Special earthing of iron/metal clad switches
etc with copper wire No. 8 SWG in GI pipe
1/2" dia
Nos. 1 6,220.81 6220.81
78,712.60
Internal Eletrification
Sub Total :
S No.CSR Item
CoadDescreption Unit Qty Rate Amount
1 NSI
Construction of 2'x2' or 2.5'dia BB manhole,
upto required depth i/c 4" PCC 1:4:8 in bed,
BB wall laid & plastered in 1:4 making
channel inside and RCC 1:2:4 cover, 4"
thick with 3/8" dia bars 4" C/C both side.
Each 4.00 1700.00 6800
2 14-37-cSupply and Fixing CI manhole cover with
frame etc complete 24" diaEach 4.00 2742.31 10969.24
3 23.01b
P/L: in trench, jointing and testing 6" dia
RCC pipe Complete as per specification
and instruction of Engineer Incharge.
Rft 46 98.32 4521.7368
4 24-18-c-05
Providing and Laying cut, joint, test, disinfect
PVC pipe line BSS Class 'D' working
pressure : 3" i/d
Rft 21.16 127.59 2699.80
5 14-34-a-02Providing and fitting CI soil pipe with : Lead
& yarn caulked joint : 2" dia.Rft 24 264.69 6352.56
6 14-36-aProviding and Fixing CI specials, such as
tees, bends etc Lead caulked jointEach 8 475.00 3800
7 23-10 Septic Tank (int.Size: 7'x2'x5') complete Each 1 10,154.55 10154.55
8 23-11 Soakage Pit (6'dia x 15' deep) complete Each 1 9,917.15 9917.15
55215.04Total :
Sewerage system Of Type 4 House
S. No. Item No Description Nos. Length Width Hight Quantity
1
1 150.00 5.00 1.50 1125.00
1125.00
2
20.00
1 150.00 5.00 0.33 247.50
267.5
3
1 150.00 5.00 0.16 120.00
2 150.00 0.75 0.16 36.00
156.00
4
2 150.00 1.13 0.75 254.25
2 150.00 0.75 1.00 225.00
479.25
5
2 6.00 5.00 0.75 45.00
45.00
6
45.00 6 0.121
12 4.00 4.16 2240.00 0.09
0.21 tonn
8
4 150.00 2.00 1200.00
1200.00
Plain Cement Concrete including placing, compacting, finishing & curring (Ratio 1:4:8 )
2240
For Drain Embankment (L/S)
Coping
TOTAL
Supply & fabricate M.S reinforcement for cement concrete (hot rolled deformed bars Grade 60)
Greting
TOTAL
TOTAL
TOTAL
For Side Walls
Drain Bed
Brick work for Side Walls 2nd Step
Lintle on opning
Estimate of Drain
Earth Excavation in Irrigation Channels/Drains & disposal upto 25m & Dressing in Shingle/Gravel
TOTAL
Drain
Plain Cement Concrete including placing, compacting, finishing & curring (Ratio 1:2:4)
(PCC 1:2:4 in Drain Bed)
Cement plaster 1:4 upto 20' height 3/4" thick
TOTAL
RCC in roof slab, beam, column & other structural members, insitu or precast Type C (1:2:4) lintle
on opening
Lintle on opning
Task # 6
#REF!
For Drain Bed
Pacca Brick Work in Foundation & Plinth in Cement, Sand Mortar (1:4)
TOTAL
Brick work for Side Walls 1st Step
S. No. CSR Item No Description Unit Quantity Rate/Cft Amount
1 03-23-dExcavation in Foundation of Building,
bridges etc complete in shingle/gravelCft 1125.00 3.78 4,254.75
2 06-05-i
Plain Cement Concrete including
placing, compacting, finishing & curring
(Ratio 1:4:8)
Cft 267.50 81.84 21,893.32
3 06-05-f
Plain Cement Concrete including
placing, compacting, finishing & curring
(Ratio 1:2:4)
Cft 156.00 117.70 18,361.20
4 07-04-a-03Pacca Brick Work in Foundation &
Plinth in Cement, Sand Mortar (1:4) Cft 479.25 103.64 49,669.61
5 06-06-a-03
RCC in roof slab, beam, column & other
structural members, insitu or precast
Type C (1:2:4) lintle on opening
Cft 45.00 148.99 6,704.51
6 06-07-c
Supply & fabricate M.S reinforcement
for cement concrete (hot rolled
deformed bars Grade 40)
Ton 0.21 82234.55 17,242.82
7 11-09-aCement plaster 1:4 upto 20' height 3/4"
thickSft 1200.00 10.73 12,877.20
131,003.42 Total
Cost Estimate of Drain
Task # 6
#REF!
S No.CSR Item
CoadDescreption Unit Qty Rate Amount
1 3-23-b+3-16-a
Excavation in foundation of building, bridges
etc complete : in ordinary soil & Filling,
watering and ramming earth under floor with
surplus earth from foundation, etc
Cft 4260.75 3.07 13080.50
2 06-03-b
Cement Concrete (brick/stone ballast, 1.5" to
2"/nullah shingle well graded and cleaned) in
foundation & plinth (Ratio 1:4:8)
Cft 1149.75 73.01 83943.13
3 7-04-a-5Pacca brick work in foundation and plinth in
Cement, sand mortar 1:6Cft 1146.58 97.89 112233.66
4 06-05-a-05Pacca brick work in ground floor Cement,
sand mortar 1:4Cft 2787.59 111.15 309838.29
5 11-09-b Cement plaster 1:4 upto 20' height 1/2" thick Sft 3256.65 11.49 37418.91
6 11-18-aCement pointing struck joints, on walls, upto
20' height Ratio 1:2Sft 3256.65 12.74 41480.28
7 11-25-a-03 White washing: New surface : Three coats Sft 3414.9 1.78 6074.77
8 06-05-f
Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:2:4)
as a Copping
Cft 69.975 117.70 8235.81
9 25-47-b
Supplying and Fixing 18 SWG MS Sheet
Gate with angle iron frame (2"x2"x3/16") with
side window, lock, painting etc
Sft 128.00 180 23040.00
10 15.63aP/F: of gate light of approved quality and
design. Each 2 663.90 1327.80
636,673.14
Cost Estimate of Compound Wall
Sub Total:
Task # 6
#REF!
S No. Descreption No length Wedth Height Qty
1
Boundry Wall 1 505.00 3.00 2.75 4166.25
Gate Piller 3 3.00 3.00 3.50 94.50
4260.75 cft
2
Boundry Wall 1 505.00 3.00 0.75 1136.25
Gate Piller 3 3.00 3.00 0.50 13.50
1149.75 cft
3
B/Wall 1st Step 1 505.00 1.50 0.60 454.50
B/Wall 2nd Step 1 505.00 1.13 0.60 342.39
B/Wall 3rd Step 1 505.00 1.13 0.50 284.06
Gate Pillre 1st Step 3 2.50 2.50 3.50 65.63
1146.58 cft
5
Compound Wall 1 505.00 0.75 6.33 2397.49
Gate Piller 3 2.50 2.50 8.00 150.00
Column 88 0.38 1.13 6.33 240.10
2787.59 cft
6
Compuond Wall 1 505.00 3196.65
Gate Piller 3 2.50 60.00
3256.65 Sft
Pacca brick work in ground floor Cement, sand mortar 1:4
Total:
8.00
Pacca brick work in foundation and plinth in Cement, sand mortar 1:6
Total:
Cement plaster 1:4 upto 20' height 1/2" thick
6.33
Total:
Excavation in foundation of building, bridges etc complete : in ordinary soil & Filling, watering and
ramming earth under floor with surplus earth from foundation, etc
Total:
Cement Concrete (brick/stone ballast, 1.5" to 2"/nullah shingle well graded and cleaned) in foundation
& plinth (Ratio 1:4:8)
Total:
Task # 6
#REF!
ESTIMATE OF COMPOUND WALL
7
Compuond Wall 1.00 505.00 3196.65
Gate Piller 3 2.50 60.00
3256.65 sft
8
1 530.00 6.33 3354.90
3 2.50 8.00 60.00
3414.90 sft
9
Compuond Wall 1.00 505.00 0.75 0.16 60.60
Gate Piller 3 2.50 2.50 0.50 9.38
69.98 cft
10
Steel Main Gate 1 12.00 96.00
Steel Door 1 4.00 32.00
128.00 sft
11
2 Nos
6.33
Total:
White washing: New Surface. Three Coats
Compuond Wall
P/F: of gate light of approved quality and design.
2 Nos
8.00
Supplying and Fixing 18 SWG MS Sheet Gate with angle iron frame (2"x2"x3/16") with side window,
lock, painting etc
8.00
8.00
Total:
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4) as a Copping
Total:
Cement pointing struck joints, on walls, upto 20' height Ratio 1:2
Total:
Gate Piller
S No.CSR Item
CoadDescreption Unit Qty Rate Amount
1 NSI Resistivity of survey for selection of site. Job 1 30000 30000
2 24-01 Mobilization of boring plant and equipment to site Job 1 19360 19360
3 24-02-a-06Tubewell boring in all soils except shingle/rock
From ground upto 100' below ground : 10" i/dRft 100 614.5 61450
4 24-02-b-03Tubewell boring in all soils except shingle/rock
From 100' to 200' below ground : 8" i/dRft 100 575.61 57561
5 24-02-c-03Tubewell boring in all soils except shingle/rock
From 200' to 300' below ground : 8" i/dRft 100 634.57 63457
6 24-02-d-01Tubewell boring in all soils except shingle/rock
From 300' to 400' below ground : 8" i/dRft 50 863.41 43170.5
7 NSI Subsequent shifting to next site (if required) Job 1 20000
8 24-09-c-01
Providing and installing PVC strainer, in tubewell
borehole comp. BSS Class 'D' working pressure : 6"
i/d
Rft 100 525.55 52555
9 24-12-c-01Providing and installing PVC blind pipe in tubewell
with strainer BSS Class 'D' working pressure : 6" i/dRft 250 665.10 166275
10 24-06Furnishing sample of water from bore hole and
testing.Job 4 1285.4 5141.6
11 24-10-c-01
Providing and installing PVC pipe with wooden bail
plug in tubewell BSS Class 'D' working pressure : 6"
i/d : 2' Long
No 1 847.79 847.79
13 24-36-aFurnishing/installation of MS cap over housing pipe
with locking arrangement.Job 1 858.78 858.78
14 24-14Shrouding with graded gravel pack 3/8" around
tube well un bore hole Rft 350 129.77 45419.5
16 NSIDevelopment and testing of tube well with "D" and
"T" unit. CJob 1 2000 2000
17 NSI
Provision & instalition of Submersible 3HP
Pumping System (Felsum italy made) with all other
Accessories
Sets 1 50000 50000
18 24-22-b
Providing and Fixing sluice valve of BSS quality
weight for GI & PVC pipe line including jointing
material : 3" i/d
No 2 3,588.13 7176.26
19 24-30-a-03Providing and Laying HDPE pipe Din-8074/Din-
8075/ISO-4427 incl testing & disinfectNo 300 37.69 11307
616579.43
25 NSI
P/F: of transformer 25 KVA "Climax" I/c H.pole with
transformer for meter etc. as per WAPDA
specification.
No 1 400000 400000
1016579.43 Total :
Task # 6
#REF!
Name of Work (New Tube Well).
Sub Total :
S.No. Description No Lenght Weidth Hight Cty
1
Court Yard 1 200 100 1 20000 Cft
20000 CftTotal:
Task # 6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT---
--------------------- FR D.I KHAN
Estimate of Leveling & Dressing
Earth fill in lawns including dressing & compaction with suitable earth borrowed.
S.No.CSR Item
CoadDescription Unit Qty Rate Amount
1 03-06-b
Earth fill in lawns including
dressing & compaction with
suitable earth borrowed.
Cft 2000 2.65 5,301.00
5,301.00 Total:
Task # 6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT-----
------------------- FR D.I KHAN
Cost Estimate of Leveling & Dressing
S No. Descreption No Length Weidth Depth Qty
1
walk way Length 1 1.00 214.25 10.00 0.25 535.63
walk way Length 2 1.00 61.00 6.00 0.25 91.50
walk way Length 3 1.00 22.75 5.00 0.25 28.44
655.56 cft
2
walk way Length 1 1.00 214.25 10.00 0.33 707.03
walk way Length 2 1.00 61.00 6.00 0.33 120.78
walk way Length 3 1.00 22.75 5.00 0.33 37.54
865.34 cft
3
walk way Length 1 1.00 214.25 2142.50
walk way Length 2 1.00 61.00 366.00
walk way Length 3 1.00 22.75 113.75
2622.25 sftTotal:
10.00
6.00
5.00
Task # 6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------
------------------ FR D.I KHAN
Estimate of Walk Way
Excavation in foundation of building, bridges etc complete : in ordinary soil &
Dressing & levelling earth to designed sections Ashes, sand, silt or soft soil upto cut
or fill 6 inches
Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:4:8)
Burnt brick (1st class) pavement on edge grouted with sand including preparation of
bed
Total:
Total:
S No.CSR Item
CoadDescreption Unit Qty Rate Amount
13-23-b+3-
19-a
Excavation in foundation of building,
bridges etc complete : in ordinary soil &
Dressing & levelling earth to designed
sections Ashes, sand, silt or soft soil
upto cut or fill 6 inches
Cft 655.56 3.07 2012.58
2 06-05-i
Plain Cement Concrete including
placing, compacting, finishing & curing
(Ratio 1:4:8)
CfT 865.34 81.84 70823.26
3 10-47
Burnt brick (1st class) pavement on edge
grouted with sand including preparation
of bed
Sft 2622.25 36.87 96678.1619
169514.00
Cost Estimate of Walk Way
Total:
Task # 6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT------------------------
FR D.I KHAN
S No.
CSR
Item
Coad
Descreption Unit Qty Rate Amount
124-16-c-
06
Providing and Laying cut, joint, test &
disinfect GI pipe line Using light quality GI
Pipe : 2" i/d
Rft 186.1 233.41 43437.6
2 14-28-cProviding and Fixing gun metal peet / gate
valve (screwed) 2" diaEach 5.00 1,171.03 5855.15
3 14-48-aProviding and Fixing brass ball float valve
1/2" diaEach 5.00 179.92 899.6
424.16c-
01
Providing and Fixing 1/2" dia GI pipe (IIL-L)
or equivalent wrapping with sanitary tape
i/c all required fittings and specials.
Rft 120 41.5 4980
5 14-22-bProviding and Fixing CP stop-cock, heavy
type : 1/2"Each 2 343.27 686.54
6 14-24-bProviding and Fixing CP bib-cock, heavy
type : 1/2"Each 2 343.27 686.54
56545.43
Cost Estimate of External Water Supply
Total:
Task # 6
HEALTH FACILTY IMPROVEMENT & RFEHABILITATION OF CIVIL DISPENSARY AT-----------------
------- FR D.I KHAN
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