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PUNJAB
SARGODHA
PROVINCIAL BUILDINGS DIVISION
SARGODHA
PROVINCIAL BUILDINGS SUB DIVISION-I
SARGODHA
ESTIMATED COST
MINOR HEAD
MAJOR HEAD
DETAILED ESTIMATE FOR THE WORK HUMAN
RESOURCE DEVELOPMENT FOR IMPROVEMENT
OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I
SARGODHA
Rs. In Millions 29.479
NAME OF WORK
GOVERNMENT OF PUNJAB
PROVINCE
STATION
DIVISION
SUB DIVISION
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Excess
(4-3)
Saving
(5-3)
1 2 3 4 5 61 Main Building
4678817 4726000 47183
Residence G 18-19 3588475 3709000 120525
Servant Quarter 400 Sft 522680 589000 66320
Residence G 1-10 1293633 1419000 125367
Garages 5 Nos 1169730 1008000 161730
Construction of Chowkidar hut 97416 158000 60584
Rennovation of Library 304000 304000 0 0
Rennovation of Hostel No.1 1188352 1197476 9124
Rennovation of Hostel No.2 1188352 1201137 12785
Rennovation of Hostel No.6 3447899 3458424 10525
Improvement/Rennovation of Main OfficeBuilding 704060 704060 0 0
Reconstruction of Boundary Wall 4853160 4853160 0
Repair of Workshop / Farm Stroes 878574 878574 0
DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EX
ONE AT I.A.T.I SARGODHA
COMPARATIVE STATEMENT
DifferenceDescription As per Approved
Rough Cost
Estimate.
As Per Detailed
Estimate
Sr #
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Replacement of Sewerage Line 1426605 1426605 0
Rehabilitation of Roads 2343639 2343639 0 0
External Development 454664 159000 295664
Total 28140056 28135075 4981
Add WAPDA and Sui Gas Connection
Charges. 500000 500000 0 0
Total 28640056 28635075 4981
Add 3% Contigency 844052 844052
Net Total 28640056 29479127 839071
Say 28640100 29479100 839000
Rs. In Millions 28.640 29.479
Sub Divisional Officer
Provincial Buildings Sub Division-ISarogodha
Provincial Buildings DivisionSargodha
Executive Engineer
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Sr. No. Amount
1 Rs.4726000/-
2 Rs.3709000/-
3 Rs.589000/-
4 Rs.1419000/-
5 Garages 5 Nos Rs.1008000/-
6 Construction of Chowkidar Hut Rs.158000/-
7 Rennovation of Library Rs.304000/-
8 Rennovation of Hostel No.1 Rs.1197476/-
9 Renovation of Hostel No.2 Rs.1201137/-
DETAILED ESTIMATE FOR THE WORK HUMAN
RESOURCE DEVELOPMENT FOR IMPROVEMENT OF
EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I
SARGODHA
(GENERAL ABSTRACT OF COST)Description
Main Building
Residence Grade 18-19
Servant Quarter 400 Sft
Residence G 1-10
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10 Renovation of Hostel No.6 Rs.3458424/-
11
Rs.704060/-
12 Reconstruction of Boundary wall Rs.4853160/-
13 Repair of Workshop/Farm stores Rs.878574/-
14 Replacement of Sewerage Line Rs.1426605/-
15 Rehabilitation of Roads Rs.2343639/-
16 External Development Rs.159000/-
Total: - Rs.28135075/-
Add 3% Contigency Charges Rs.844052/-
Rs.500000/-
Total: - Rs.29479127/-
Say. Rs.29479000/-
29.479
Improvement/Renovation of Main Office
Building
OR Rs. in Millions
Add WAPDA and Sui Gas connection charges
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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Sr. No. Amount
1 Rs. 4420150.00
2 Rs. 223000.00
3 Rs. 83000.00
Total: - Rs. 4726150.00
Say. Rs. 4726000.00
DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE
DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN
PUNJAB ONE AT I.A.T.I SARGODHA
CONSTRUCTION OF MAIN BUILDING
(ABSTRACT OF COST)Description
Cost of Buildings Portion.
Cost of Electric Installation.
Cost of Gas Fittings
Sub Divisional Officer
Provincial Buildings Sub Division-ISargodha
Executive EngineerProvincial Buildings Division
Sargodha
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1
H wall 1 2 x54-1/8 x10 x4 = 4330 Cft1 x3 x24-1/8 x7 x4 = 2027 Cft1 x1 x19-1/8 x6 x4 = 459 Cft1 x1 x48-3/8 x8 x4 = 1548 Cft 13562Cft-Marked=A
V walls 1 x2 x41-1/8 x6 x4 = 1974 Cft1 x2 x48-7/8 x8 x4 = 3128 Cft1 x1 x4 x6 x4 = 96 Cft
PP F/B 1 x2 x88 x1-1/2 x1 = 264 CftF/B 1 x2 x36 x1-1/2 x1 = 108 Cft 597Cft-Marked=B
1 x1 x70 x1-1/2 x1 = 105 Cft1 x2 x15 x4 x1 = 120 Cft
Total = 14159 Cft @Rs.2795.75%oCft Rs. 39585/-2
2 x1 x54-1/8 x26 = 2815 Cft3 x1 x24-1/8 x23 = 1665 Cft1 x1 x19-1/8 x22 = 421 Cft
1 x1 x48-3/8 x24 = 1161 CftV walls 2 x1 x41-1/8 x22 = 1810 Cft2 x1 x48-7/8 x24 = 2346 Cft1 x1 x4 x22 = 88 Cft1 x1 x60 x30 = 1800 Cft2 x1 x30 x20 = 1200 Cft1 x1 x54 x15-1/2 = 837 Cft
Total = 14143 Cft @Rs.522.40%Sft Rs. 73883/-3
13562Cft x 1/4 x 3/4 = 2543 CftTotal 2543 Cft @Rs.5384.55%Cft Rs. 136929/-
4
597Cft x 2/3 = FALSE CftTotal 0 Cft @Rs.2158.20%Cft Rs. 0/-
Take Qty 1/2 of Item No.1
marked "B"
Take Qty 3/16 of ItemNo.1 marked "A"
CONSTRUCTION OF MAIN BUILDING
Building Protion
Excavation in foundation of building, bridges and other structures,
including dagbelling, dressing, refilling around 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
Termite Proofing of Buildings by spraying anti termite liquid with chemical
(Biflux or Dursban) consisting of one liter of chemical (Biflux or Dursban)
and 40 liter of water for and area of 175Sft as approved directed by the
Engineer Incharge.
P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in
foundation and plinth.
i- 1:6:12 Ratio
P/Laying watering ramming brick or stone ballast 1-
1/2" to 2"gauge in foundation and plinth.
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5
A 1 x2 x70-1/8 x9 x 1/4 = 316 Cft1 x2 x69-3/4 x8-5/8 x 1/4 = 301 Cft1 x2 x69-3/8 x8-1/4 x 1/4 = 286 Cft
1 x2 x69 x7-7/8 x 1/4 = 272 Cft1 x2 x68-5/8 x7-1/2 x 1/4 = 257 Cft1 x2 x68-1/4 x7-1/8 x 1/4 = 243 Cft1 x2 x67-7/8 x6-3/4 x 1/4 = 229 Cft1 x2 x67-1/2 x6-3/8 x 1/4 = 215 Cft1 x2 x67-1/8 x6 x 1/4 = 201 Cft1 x2 x66-3/4 x5-5/8 x 1/4 = 188 Cft1 x2 x66-3/8 x5-1/4 x 1/4 = 174 Cft1 x2 x66 x4-7/8 x 1/4 = 161 Cft1 x2 x65-5/8 x4-1/2 x 1/4 = 148 Cft1 x2 x65-1/4 x4-1/8 x 1/4 = 135 Cft1 x2 x64-7/8 x3-3/4 x 1/4 = 122 Cft1 x2 x64-1/2 x3-3/8 x 1/4 = 109 Cft1 x2 x64-1/8 x3 x 1/4 = 96 Cft1 x2 x63-3/4 x2-5/8 x 1/4 = 84 Cft1 x2 x63-3/8 x2-1/4 x 1/4 = 71 Cft1 x2 x63 x1-7/8 x 1/4 = 59 Cft1 x2 x62-5/8 x1-1/2 x 1/4 = 47 Cft1 x2 x62-1/4 x1-1/8 x2 = 280 Cft
B 1 x2 x49-3/8 x7-1/2 x 1/4 = 185 Cft1 x2 x49 x7-1/8 x 1/4 = 175 Cft
1 x2 x48-5/8 x6-3/4 x 1/4 = 164 Cft1 x2 x48-1/4 x6-3/8 x 1/4 = 154 Cft1 x2 x47-7/8 x6 x 1/4 = 144 Cft1 x2 x47-1/2 x5-5/8 x 1/4 = 134 Cft1 x2 x47-1/8 x5-1/4 x 1/4 = 124 Cft1 x2 x46-3/4 x4-7/8 x 1/4 = 114 Cft1 x2 x46-3/8 x4-1/2 x 1/4 = 104 Cft1 x2 x46 x4-1/8 x 1/4 = 95 Cft1 x2 x45-5/8 x3-3/4 x 1/4 = 86 Cft1 x2 x45-1/4 x3-3/8 x 1/4 = 76 Cft1 x2 x44-7/8 x3 x 1/4 = 67 Cft
1 x2 x44-1/2 x2-5/8 x 1/4 = 58 Cft1 x2 x44-1/8 x2-1/4 x 1/4 = 50 Cft1 x2 x43-3/4 x1-7/8 x 1/4 = 41 Cft1 x2 x43-3/8 x1-1/2 x 1/4 = 33 Cft1 x2 x43 x1-1/8 x3 = 290 Cft
C 1 x1 x17-5/8 x4-1/2 x 1/4 = 20 Cft1 x1 x18 x4-1/8 x 1/4 = 19 Cft1 x1 x18-3/8 x3-3/4 x 1/4 = 17 Cft1 x1 x18-3/4 x3-3/8 x 1/4 = 16 Cft1 x1 x19-1/8 x3 x 1/4 = 14 Cft
Pacca brick work with
cement sand mortar in
foundation and plinth.i)
Ratio 1:6
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1 x1 x19-1/2 x2-5/8 x 1/4 = 13 Cft1 x1 x19-7/8 x2-1/4 x 1/4 = 11 Cft1 x1 x20-1/4 x1-7/8 x 1/4 = 9 Cft1 x1 x20-5/8 x1-1/2 x 1/4 = 8 Cft1 x1 x21 x1-1/8 x 1/4 = 6 Cft1 x1 x21-3/8 x 3/4 x4 = 64 Cft
D 1 x1 x52-1/16 x6 x 1/4 = 78 Cft1 x1 x52-7/16 x5-5/8 x 1/4 = 74 Cft1 x1 x52-13/16 x5-1/4 x 1/4 = 69 Cft1 x1 x53-3/16 x4-7/8 x 1/4 = 65 Cft1 x1 x53-9/16 x4-1/2 x 1/4 = 60 Cft1 x1 x53-15/16 x4-1/8 x 1/4 = 56 Cft1 x1 x54-5/16 x3-3/4 x 1/4 = 51 Cft1 x1 x54-11/16 x3-3/8 x 1/4 = 46 Cft1 x1 x55-1/16 x3 x 1/4 = 41 Cft1 x1 x55-7/16 x2-5/8 x 1/4 = 36 Cft1 x1 x55-13/16 x2-1/4 x 1/4 = 31 Cft1 x1 x56-3/16 x1-7/8 x 1/4 = 26 Cft
1 x1 x56-9/16 x1-1/2 x 1/4 = 21 Cft1 x1 x56-15/16 x1-1/8 x3-1/4 = 208 Cft
V walls E 1 x2 x22-1/8 x5-1/4 x 1/4 = 58 Cft1 x2 x22-1/2 x4-7/8 x 1/4 = 55 Cft1 x2 x22-7/8 x4-1/2 x 1/4 = 51 Cft1 x2 x23-1/4 x4-1/8 x 1/4 = 48 Cft1 x2 x23-5/8 x3-3/4 x 1/4 = 44 Cft1 x2 x24 x3-3/8 x 1/4 = 41 Cft1 x2 x24-3/8 x3 x 1/4 = 37 Cft1 x2 x24-3/4 x2-5/8 x 1/4 = 32 Cft1 x2 x25-1/8 x2-1/4 x 1/4 = 28 Cft1 x2 x25-1/2 x1-7/8 x 1/4 = 24 Cft1 x2 x25-7/8 x1-1/2 x 1/4 = 19 Cft1 x2 x26-1/4 x1-1/8 x3-3/4 = 221 Cft
F 1 x2 x23-5/8 x6 x 1/4 = 71 Cft1 x2 x24 x5-5/8 x 1/4 = 68 Cft1 x2 x24-3/8 x5-1/4 x 1/4 = 64 Cft1 x2 x24-3/4 x4-7/8 x 1/4 = 60 Cft1 x2 x25-1/8 x4-1/2 x 1/4 = 57 Cft1 x2 x25-1/2 x4-1/8 x 1/4 = 53 Cft1 x2 x25-7/8 x3-3/4 x 1/4 = 49 Cft
1 x2 x26-1/4 x3-3/8 x 1/4 = 44 Cft1 x2 x26-5/8 x3 x 1/4 = 40 Cft1 x2 x27 x2-5/8 x 1/4 = 35 Cft1 x2 x27-3/8 x2-1/4 x 1/4 = 31 Cft1 x2 x27-3/4 x1-7/8 x 1/4 = 26 Cft1 x2 x28-1/8 x1-1/2 x 1/4 = 21 Cft1 x2 x28-1/2 x1-1/8 x3-1/4 = 208 Cft
F1 1 x2 x23-5/8 x6 x 1/4 = 71 Cft1 x2 x24 x5-5/8 x 1/4 = 68 Cft1 x2 x24-3/8 x5-1/4 x 1/4 = 64 Cft
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1 x2 x24-3/4 x4-7/8 x 1/4 = 60 Cft1 x2 x25-1/8 x4-1/2 x 1/4 = 57 Cft1 x2 x25-1/2 x4-1/8 x 1/4 = 53 Cft1 x2 x25-7/8 x3-3/4 x 1/4 = 49 Cft1 x2 x26-1/4 x3-3/8 x 1/4 = 44 Cft1 x2 x26-5/8 x3 x 1/4 = 40 Cft1 x2 x27 x2-5/8 x 1/4 = 35 Cft1 x2 x27-3/8 x2-1/4 x 1/4 = 31 Cft1 x2 x27-3/4 x1-7/8 x 1/4 = 26 Cft1 x2 x28-1/8 x1-1/2 x 1/4 = 21 Cft1 x2 x28-1/2 x1-1/8 x 1/4 = 16 Cft1 x2 x28-7/8 x 3/4 x3 = 130 Cft
G 1 x2 x10-15/16 x5-1/4 x 1/4 = 29 Cft1 x2 x11-5/16 x4-7/8 x 1/4 = 28 Cft1 x2 x11-11/16 x4-1/2 x 1/4 = 26 Cft1 x2 x12-1/16 x4-1/8 x 1/4 = 25 Cft1 x2 x12-7/16 x3-3/4 x 1/4 = 23 Cft1 x2 x12-13/16 x3-3/8 x 1/4 = 22 Cft
1 x2 x13-3/16 x3 x 1/4 = 20 Cft1 x2 x13-9/16 x2-5/8 x 1/4 = 18 Cft1 x2 x13-15/16 x2-1/4 x 1/4 = 16 Cft1 x2 x14-5/16 x1-7/8 x 1/4 = 13 Cft1 x2 x14-11/16 x1-1/2 x 1/4 = 11 Cft1 x2 x12-1/4 x1-1/8 x 1/4 = 7 Cft1 x2 x12-5/8 x 3/4 x3-1/2 = 66 Cft
Toe wall 2 x1 x87-1/4 x 3/4 x3-1/2 = 458 Cft2 x1 x36-3/4 x 3/4 x3-1/2 = 193 Cft1 x1 x54-1/4 x 3/4 x3-1/2 = 142 Cft2 x1 x15 x4 x2 = 240 Cft2 x1 x15 x3 x 1/2 = 45 Cft2 x1 x15 x2 x 1/2 = 30 Cft
Total = 10809 Cft @Rs.8354.70%Cft Rs. 903060/-12
Lintels
W1 lintel
and design 6 x1 x10-1/2 x2-5/8 x 3/4=
124 CftW2 lintel 2 x1 x7-1/2 x1-1/8 x2-1/2 = 42 CftPurgolas
Vert 2 x4 x3 x 1/2 x2-1/2=
30 CftPurgolas
Hor 2 x2 x6-3/4 x 1/2 x2-1/2=
34 CftW3 lintel
and design 7 x1 x6-1/2 x1-1/2 x 3/4=
51 Cft
Providing and laying reinforced cement concrete (including prestressed concrete), using
coarse sand and screened graded and washed aggregate, in required shape and
design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and
finishing exposed surface, complete (but excluding the cost of steel reinforcement, its
fabrication and placing in position, etc.):- (a) (i) Reinforced cement concrete in roof
slab, beams,columns lintels, girders and other structural members laid in situ or
precast laid in position, or prestressed members cast in situ, complete in all respects:- (3)
(c) Type C (nominal mix 1:2:4)
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W1 design
vert 6 x1 x15-3/8 x 3/4 x 3/4=
52 CftDesign
bracing 6 x1 x6-1/2 x 3/8 x 3/8=
5 CftW3 Design
Vert 7 x1 x5-1/2 x 3/4 x 3/8=
11 Cft
Front
designs vert
portion 2 x1 x19-1/8 x2-1/4 x 3/4
=
65 Cft
2 x1 x19-1/8 x1-1/2 x 3/4 = 43 Cft
Hor Portion 2 x1 x10-1/8 x2-1/4 x2-1/2=
114 Cftbracing 2 x1 x6-3/4 x1-1/4 x 3/4 = 13 CftO ice
window
lintel 1 x1 x6-1/2 x 3/4 x 3/4
=
4 CftD1 linels 2 x1 x6-1/2 x1-1/8 x 3/4 = 11 CftD2 3 x1 x5-1/2 x2-1/2 x 1/4 = 10 Cft
wo no
combined
linel 1 x1 x10 x1-1/8 x1
=
11 Cftbeams lab 3 x1 x32-1/4 x1-1/2 x2 = 290 Cft
C rooms 2 x1 x21-7/8 x1-1/4 x1-1/2 = 82 CftRoof slab C
rooms 1 x1 x43 x32-1/4 x 5/12=
578 Cftlab 1 x1 x62-1/4 x32-1/4 x 5/12 = 836 CftOffice 1 x1 x17-1/2 x8-3/4 x 5/12 = 64 CftStore 1 x1 x10-3/4 x8-3/4 x 5/12 = 39 CftEnt hall 1 x1 x35-1/4 x15-1/2 x 5/12 = 228 CftPardi 1 x1 x275-3/4 x 1/3 x3 = 273 Cft
Total = 3010 Cft @Rs.201.95/Cft Rs. 607870/-ii) -do- in slab of raft strip foundation complete.B.P 5 x2 x3 x1-1/8 x 3/4 = 25 Cft.Front design 2 x1 x5 x5 x 5/8 = 31 Cft.W1 design fo 6 x1 x2 x2 x 5/8 = 15 Cft.
Total. = 71 Cft. @Rs.149.35/Cft Rs. 10604/-
13
3010 x6.75 x0.454 = 9224 Kg
71 x6.75 x0.454 = 218 Kg
= 9442 Kg @Rs.8973.05%Kg Rs. 847235/-
7
2 x2 x62-1/8 x1-1/8 = 280 Sft.2 x2 x30 x1-1/8 = 135 Sft.1 x2 x54-1/4 x1-1/8 = 122 Sft.1 x1 x30 x1-1/8 = 34 Sft.
Fabrication of M.S reinforcement i/c
cutting bending binding laying in
postion making joints and fastenings
inculding cost of binding wire and
labour charges for binding of steel
reinforcement (also includes removal
- -
Providing and laying damp proof
course with c conc (1:2:4):- (a) with
one coat of bitumen and one coat of
polythene sheet 500 gauge:
""
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1 x1 x27 x 3/4 = 20 Sft.2 x2 x30 x1-1/8 = 135 Sft.2 x2 x43 x1-1/8 = 194 Sft.1 x1 x13 x 3/4 = 10 Sft.
Total = 930 [email protected]%Sft Rs. 26139/-7
1 x1 x30 x1 = 30 Sft.1 x1 x60 x1 = 60 Sft.1 x1 x30 x1 = 30 Sft.1 x1 x14 x1 = 14 Sft.1 x1 x14 x1 = 14 Sft.
1 x1 x30 x1 = 30 Sft.1 x1 x40 x1 = 40 Sft.1 x1 x30 x1 = 30 Sft.1 x1 x12 x1 = 12 Sft.
Total = 260 [email protected]%Sft Rs. 5331/-8
Take 2/3 of It.No Cft x 2/3 = 14159 Cft
Total. = 14159 [email protected]%oCft Rs. 19064/-
8-i
Ent hall 1 x1 x35-1/4 x15-1/2 x1-3/4 = 956 CftPlateform 1 x1 x38-1/5 x4-1/2 x1-3/4 = 301 CftLab 1 x1 x60 x30 x1-3/4 = 3150 CftOff 1 x1 x8 x16-3/4 x1-3/4 = 235 Cft
CR 2 x1 x30 x20 x1-3/4 = 2100 Cft1 x1 x8 x16-3/4 x1-3/4 = 235 Cft1 x1 x8 x10 x1-3/4 = 140 Cft1 x 1/2 x35-1/4 x15-1/2 x1-3/4 = 478 Cft
PP 1 x1 x260 x3-1/4 x1 = 845 Cft1 x1 x60 x27 x1 = 1620 Cft1 x1 x13-1/4 x17-1/8 x1 = 227 Cft
Total = 10287 CftNet Qty. 10287.0 ( - ) 14159 = -3872 [email protected]%oCft Rs. 0/-
12
Ent hall 1 x1 x35-1/4 x15-1/2 x 1/8 = 68 CftPlateform 1 x1 x38-1/5 x4-1/2 x 1/8 = 21 Cft
Total = 89 Cft @Rs.12806.65/%Cft Rs. 11398/-
P/L c conc plain (1:2:4) i/c placing mixing finishing curing etc complete.
Providing and laying vertical damp
proof course with cement sand
plaster and bitumen coating:- (a)
with one coat of bitumen and onecoat of polythene sheet 500 gauge:
ii) 1:3 a) 3/4" thick.
Filling, watering, ramming, earth
under floor with i) with surplus earth
from foundation, etc.
Filling, watering, ramming, earthunder floor with ii) New earth
excavated from out side lead up to 3
miles.
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11
2 x1 x62-1/4 x1-1/8 x14 = 1961 Cft.2 x1 x30 x1-1/8 x14 = 945 Cft.1 x1 x30 x 3/4 x14 = 315 Cft.1 x1 x27 x 3/4 x14 = 284 Cft.1 x1 x54-1/4 x1-1/8 x14 = 854 Cft.2 x1 x30 x1-1/8 x14 = 945 Cft.2 x1 x43 x1-1/8 x14 = 1355 Cft.1 x1 x13 x 3/4 x14 = 137 Cft.
Total. = 6796 Cft.Deduction.
D1 3 x1 x5 x1-1/8 x8-1/2 = 143 Cft.D2 2 x1 x4 x1-1/8 x7 = 63 Cft.D3 2 x1 x3-1/2 x1-1/8 x7 = 55 Cft.W1 6 x1 x8 x1-1/8 x5-1/2 = 297 Cft.W2 3 x1 x6 x1-1/8 x5-1/2 = 111 Cft.W3 7 x1 x5 x1-1/8 x5-1/2 = 217 Cft.
W4 4 x1 x2 x1-1/8 x5-1/2 = 50 Cft.Lintels D 1 x1 x5 x1-1/8 x 3/4 = 4 Cft.D2 2 x1 x5 x1-1/8 x 1/2 = 6 Cft.D3 2 x1 x4-1/2 x1-1/8 x 1/2 = 5 Cft.W1 6 x1 x9-1/2 x1-1/8 x 3/4 = 48 Cft.W2 3 x1 x7-4/5 x1-1/8 x 3/4 = 20 Cft.W3 7 x1 x6-1/2 x1-1/8 x 3/4 = 38 Cft.W4 4 x1 x3 x1-1/8 x 1/2 = 7 Cft.
Total Ded. = 1064 Cft.
Net Qty. 6796 ( - ) 1064 = 5732 [email protected]%Cft Rs. 544904/-18
D1 3 x1 x5 x8-1/2 = 128 Sft.D2 2 x1 x4 x7 = 56 Sft.D3 2 x1 x3-1/2 x7 = 49 Sft.
Total = 233 [email protected]/Sft Rs. 113727/-18-i = 7 No @Rs.124.65/E Rs. 873/-
Pacca brick work c/s (1:6) mortar in
G.F
P/F deodar wood panelled or
panelled with glazed doors andwindows with M.S chowkat
consisting of M.S angle iron 1 1 /2"x
1 1/2"x1/4" welded with M.S flat 1
1/2"x1/4" complete.
P/F iron sliding bolts to doors 12" long
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18
W1 6 x1 x8 x5-1/2 = 264 Sft.W2 3 x1 x6 x5-1/2 = 99 Sft.W3 7 x1 x5 x5-1/2 = 193 Sft.W4 4 x1 x2 x5-1/2 = 44 Sft.
Total = 600 [email protected]/Sft Rs. 254100/-
22
C rooms 1 x1 x61-1/2 x31-1/2 = 1937 Sft
1 x1 x31-1/2 x32-1/4 = 1016 Sft1 x 1/2 x54-1/4 x35-1/2 = 963 Sft
Total = 3916 Sft.Deduction.
Khurra 1 x6 x2 x2 = 24 Sft.
Total = 24 Sft.
Net Qty 3916 ( - ) 24 3892 [email protected]%Sft Rs. 155049/-
23
= 6 No @Rs.281.80/E Rs. 1691/-
24
1 x10 x16 = 160 Rft.Total = 160 Rft @Rs.222.20/Rft Rs. 35552/-
25
Providing, laying, cutting, jointing,
testing and disinfecting pipe line in
trenches with P.V.C. pipes of B.S.S.
with `D' and valves is not included in
the Class working pressure complete
- "
Providing and installing P.V.C.
bends, of B.S.S. class D working
pressure. 4"dia
Single layer of tiles 9"x4"x1"(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 DPC under
floors and on roofs etc 500 gauge.
Khuras on roof 2'x2'x6" (600 x 600 x
150 mm)
Providing and fixing steel windows with openable glazed
panels, using beam section for frame 1"x1"x5/8"x1/8" For fixed pannels,
the composite(40x25x16x3 mm), Z-section for leaves "x1"x"x1/8"
(20x25x20x3 mm), T-section sashes 1"x1"x1/8" (25x25x3mm), glass
panes, wooden screed for glazing embedded metre.over a thin layer of
putty duly screwed with leaves, brass fittings, holdfast, duly painted,
complete in all respects, including all cost of material and labour, etc. as
per approved design and as directed by the Engineer Incharge.
fixed with wire gauze, 24 SWG
glass pane 5 mm thick.
Providing and fixing M.S. flat "x1/8" (13mm x 3mm) grill Per Sft.
including " x 1/8" (20 mmx3 mm) M.S. flat frame, in windows of
approved design, including painting three coats, complete in all respects.
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1 x10 x1 = 10 No @Rs.469.30/Each Rs. 4693/-25
1 x10 x1 = 10 No @Rs.957.10/Each Rs. 9571/-17
1 x2 x(60 +30 ) x13-1/2=
2430 Sft.
2 x2 x(30 +20 ) x13-1/2 = 2700 Sft.1 x2 x(80 +16-3/4) x13-1/2 = 2612 Sft.1 x2 x(8 +10 ) x13-1/2 = 486 Sft.1 x2 x(35-1/4 +15-1/2) x13-1/2 = 1370 Sft.
Total = 9598 [email protected]%Sft Rs. 95097/-
16
1 x1 x60 x30 = 1800 Sft.
2 x1 x30 x20 = 1200 Sft.
1 x1 x8 x16-3/4 = 134 Sft.1 x1 x8 x10 = 80 Sft.1 x1 x35-1/4 x15-1/2 = 546 Sft.
Total = 3760 Sft. @Rs.1267.15%Sft Rs. 47645/-34
2 x2 x32-1/4 x14 = 1806 Sft.1 x2 x14 x14 = 392 Sft.1 x1 x62-1/4 x2 = 125 Sft.1 x1 x43 x2 = 86 Sft.1 x1 x75 x2 = 150 Sft.
Total(A) = 2559 SftDeductions
W1 6 x1 x8 x5-1/2 = 264 Sft.W2 3 x1 x6 x5-1/2 = 99 Sft.W3 7 x1 x5 x5-1/2 = 193 Sft.W4 4 x1 x2 x5-1/2 = 44 Sft.D1 2 x1 x5 x8-1/2 = 85 Sft.
Total(B) = 685 SftNet Total (A-B) 2559 - 685 = 1874 Sft @Rs.1279.00%Sft Rs. 23968/-
9
1 x1 x60 x30 x 1/3 = 594 Cft
2 x1 x30 x20 x 1/3 = 396 Cft
1 x1 x8 x16-3/4 x 1/3 = 44 Cft1 x1 x8 x10 x 1/3 = 26 Cft1 x1 x35-1/4 x15-1/2 x 1/3 = 180 Cft2 x1 x85-3/4 x2-1/4 x 1/3 = 127 Cft2 x1 x32-1/4 x2-1/4 x 1/3 = 48 Cft2 x1 x14 x2-1/4 x 1/3 = 21 Cft1 x1 x54 x2-1/4 x 1/3 = 40 Cft
Cement plaster 3/8" (10 mm) thick
under soffit of R.C.C.roof slabs , 1:2
ratio.
Supply and filling of sand under floor
or plugging in wells.
Providing and installing P.V.C. Tee,
of B.S.S. class D working pressure.
4"dia
1/2" thick cement plaster 1:4 upto
20' (6.00 mm) height:-
Cement pointing struck joint (1:2)
mixed with red oxide pigment to
match the colour of bricks.
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1 x1 x12 x2-1/4 x 1/3 = 9 Cft
Total = 1485 Cft @Rs.947.80%Cft Rs. 14075/-
10
Take smeQty of It.No 9 = 1485 Cft
Total = 1485 [email protected]%Cft Rs. 34525/-29
Lab 1 x1 x60 x30 = 1800 SftOff 1 x1 x8 x16-3/4 = 134 Sft
CR 2 x1 x30 x20 = 1200 Sft.1 x1 x8 x16-3/4 = 134 Sft.1 x1 x8 x10 = 80 Sft.3 x1 x5 x1-1/8 = 17 Sft.2 x1 x4 x1-1/8 = 9 Sft.
2 x1 x3-1/2 x1-1/8 = 8 Sft.
Total = 3382 Sft. @Rs.5928.08%Sft Rs. 200487/-
29-i
1 x2 x(8 +7-1/8) x 1/2 = 15 Sft.Lab 1 x1 x(60 +30 ) x 1/2 = 45 Sft.Off 1 x1 x(8 +16-3/4) x 1/2 = 12 Sft.CR 2 x1 x(30 +20 ) x 1/2 = 50 Sft.
1 x1 x(8 +16-3/4) x 1/2 = 12 Sft.1 x1 x(8 +10 ) x 1/2 = 9 Sft.
Total = 143 Sft. @Rs.5600.80%Sft Rs. 8009/-
12
Ent hall 1 x1 x35-1/4 x15-1/2 = 546 SftPlateform 1 x1 x38-1/5 x4-1/2 = 172 Sft
1 x2 x(35-1/4 +15-1/2) x 3/7 = 42 Sft1 x2 x38-1/5 +4-1/2) x 3/7 = 36 Sft
Total = 796 Sft @Rs.140.00/Sft Rs. 111440/-
1/2" thick mosaic dado or skirtingusing white cement i/c rubbing and
polishing complete with finishing
using grey cement
Providing, laying, watering and
ramming brick ballast 1" to 2"(40
mm to 50 mm) gauge mixed with
25% sand, for floor foundation,
complete in all respects.
2"(40 mm) thick mosaic flooring,
consisting of " mosaic topping of
one part of cement and marble
powder in the ratio of 3:1 and two
parts of marble chips,laid over
1.5"(25 mm) thick floor of 1:2:4
cement concrete,
including rubbing and polishing
complete with finishing :- (a) using
grey cement
P/L Porcelain Granite Tiles Colour Master 16"x16"x3/8",18"x18"x3/8" Laid over Bed of 3/4"
Thick cement sand mortar i/c making patterns on floor and dado i/c filling of joints complete
in all respects as Directed/Approved by the Engineer Incharage.
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31
2 x1 x81-1/4 x3 = 488 Sft.2 x1 x32-1/4 x3 = 194 Sft.2 x1 x14 x3 = 84 Sft.1 x1 x54-1/4 x3 = 163 Sft.1 x1 x12 x3 = 36 Sft.
Total = 965 Sft @Rs.2988.60%Cft Rs. 28840/-
32
Qty of
It.No. 29 3382 x 70% = 2367 RftTa e 70%
Qty of
It.No 31 965 x 70% = 676 Rft
Total = 3043 Rft @ 5.30/Rft Rs.16128/-
36
Take Qty
item No. 17 = 9598 Sft.
Take Qtyitem No. 16 = 3760 Sft.
Total = 13358 Sft @Rs.254.00%Sft Rs. 33929/-28
Double of
It.No.18 Sft 2 x233 = 466 Sft.Total = 466 [email protected]%Sft Rs. 4749/-
Total Rs. 4420150/-
Distempering 3 coats on new
Painting new surface:- Preparing
surface and painting of doors and
windows any type (including edges):-
3 coats.
Providing and laying conglomerate
flooring (two coat work) with top
layer of "(13mm)thick wearing
surface, for panelling, consisting of
one part of cement and 2 parts of
stonechips passing 3/16"(6 mm)
sieve, over bottom layer ofcement
concrete 1:3:6,including surface
finishing anddividing in panels i/c
rubbing.
Providing and fixing marble strip of
any shade for dividing the mosaic
flooring into panels.
a) Size 1" x 3/8" (40 x 10 mm)
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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Sr. No. Amount
1 Rs. 3185711/-
2 Rs. 132600/-
3 Rs. 108500/-
4 Rs. 81700/-
5
275 Rft @Rs.727.67/Rft Rs. 200108/-
Total: - Rs. 3708619/-
Say. Rs. 3709000/-
DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE
DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN
PUNJAB ONE AT I.A.T.I SARGODHA
CONSTRUCTION OF RESIDENCE G 18-19
(ABSTRACT OF COST)Description
Cost of Buildings Portion.
Cost of Electric Installation.
Cost of Sanitary Installation.
Cost of Gas Fittings
Construction of compund wall 4 1/2"
thick and 6' high above D.P.C
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u v s ona cerProvincial Buildings Sub Division-I
Sargodha
xecu ve ng neerProvincial Buildings Division
Sargodha
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20
1
H walls 2 x1 x21-1/2 x3-1/4 x3 = 419 Cft1 x1 x30-1/4 x3-1/4 x3 = 295 Cft1 x1 x9 x3-1/4 x3 = 88 Cft1 x1 x35-1/2 x3-1/4 x3 = 346 Cft1 x1 x26 x3-1/4 x3 = 254 Cft1 x1 x27-7/8 x3-1/4 x3 = 272 Cft1 x1 x9-3/4 x3-1/4 x3 = 95 Cft1 x1 x16-3/4 x3-1/4 x3 = 163 Cft1 x1 x35 x3-1/4 x3 = 341 Cft1 x1 x18-1/2 x3-1/4 x3 = 180 Cft1 x1 x38-1/4 x2-1/2 x3 = 287 Cft1 x1 x21-3/4 x2-1/2 x3 = 163 Cft1 x1 x7 x2-1/2 x3 = 53 Cft1 x2 x2-3/8 x2-1/2 x3 = 36 Cft 4544Cft-Marked=A
V walls 1 x2 x15 x2-1/2 x3 = 225 Cft1 x3 x9 x2-1/2 x3 = 203 Cft1 x1 x22-3/4 x2-1/2 x3 = 171 Cft1 x1 x37-5/8 x2-1/2 x3 = 282 Cft1 x1 x17 x2-1/2 x3 = 128 Cft1 x1 x13-3/4 x2-1/2 x3 = 103 Cft1 x1 x27-7/8 x2-1/2 x3 = 209 Cft1 x1 x15-3/4 x2-1/2 x3 = 118 Cft1 x1 x15 x2-1/2 x3 = 113 Cft
Toe wall 1 x1 x3 x1-1/2 x 3/4 = 3 Cft1 x1 x40-1/8 x1-1/2 x 3/4 = 45 Cft1 x1 x8-1/4 x1-1/2 x 3/4
=9 Cft
1 x1 x23-5/8 x1-1/2 x 3/4 = 27 Cft1 x1 x48-1/4 x1-1/2 x 3/4 = 54 Cft1 x1 x3 x1-1/2 x 3/4 = 3 Cft 171Cft-Marked=B1 x1 x12-1/8 x1-1/2 x 3/4 = 14 Cft1 x1 x14-3/8 x1-1/2 x 3/4 = 16 Cft
Total = 4715 Cft @Rs.2795.75%oCft Rs. 13182/-
DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT
Excavation in foundation of
building, bridges and otherstructures, including dagbelling,
dressing, refilling around
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
Building Protion
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212
1 1 x21-1/2 x9-1/4 = 199 Sft1 1 x30-1/4 x9-1/4 = 280 Sft1 x1 x9 x9-1/4 = 83 Sft1 x1 x35-1/2 x9-1/4 = 328 Sft1 x1 x26 x9-1/4 = 241 Sft1 x1 x27-7/8 x9-1/4 = 258 Sft1 x1 x9-3/4 x9-1/4 = 90 Sft1 x1 x16-3/4 x9-1/4 = 155 Sft1 x1 x35 x9-1/4 = 324 Sft1 x1 x18-1/2 x9-1/4 = 171 Sft1 x1 x38-1/4 x8-1/2 = 325 Sft
1 x1 x21-3/4 x8-1/2 = 185 Sft1 x1 x7 x8-1/2 = 60 Sft1 x2 x2-3/8 x8-1/2 = 40 Sft1 x2 x15 x8-1/2 = 255 Sft1 x3 x9 x8-1/2 = 230 Sft1 x1 x22-3/4 x8-1/2 = 193 Sft1 x1 x37-5/8 x8-1/2 = 320 Sft1 x1 x17 x8-1/2 = 145 Sft1 x1 x13-3/4 x8-1/2 = 117 Sft1 x1 x27-7/8 x8-1/2 = 237 Sft1 x1 x15-3/4 x8-1/2 = 134 Sft1 x1 x15 x8-1/2 = 128 Sft
Take
as per
Item = 79 SftTake
as per
Item
No. 30
= 2029 SftTake
as per
ItemNo. 29
= 1388 SftTotal = 7994 Sft @Rs.522.40%Sft Rs. 41761/-
3
4544Cft x 1/3 # # = 1136 Cft.Total = 1136 [email protected]%Cft Rs. 67371/-
P/Laying cement concret brick or
stone ballast 1-1/2" to 2"gauge
in foundation and plinth.
i- 1:6:12 Ratio
Take Qty 3/16 of Item No.1 marked "A"
Termite Proofing of Buildings by
spraying anti termite liquid with
chemical (Biflux or Dursban)
consisting of one liter of
chemical (Biflux or Dursban) and
40 liter of water for and area of
175Sft as approved directed by
the Engineer Incharge.
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224
171Cft x 1/2 = 86 Cft.Total = 86 [email protected]%Cft Rs. 1856/-
5
H walls A 1 x2 x23-3/4 x2-1/4 x 1/4 = 27 Cft.1 x2 x23-3/8 x1-7/8 x 1/4 = 22 Cft.1 x2 x23 x1-1/2 x 1/4 = 17 Cft.1 x2 x22-5/8 x1-1/8 x4-1/4 = 216 Cft.1 x1 x31-3/8 x2-1/4 x 1/4 = 18 Cft.1 x1 x31 x1-7/8 x 1/4 = 15 Cft.1 x1 x30-5/8 x1-1/8 x4-1/2 = 155 Cft.1 x1 x11-1/8 x2-1/4 x 1/4 = 6 Cft.1 x1 x10-3/4 x1-1/2 x 1/4 = 4 Cft.1 x1 x10-3/8 x1-1/2 x 1/4 = 4 Cft.1 x1 x10 x1-1/8 x4-1/4 = 48 Cft.
1 x1 x37-3/4 x1-7/8 x 1/4 = 18 Cft.1 x1 x37-3/8 x1-1/2 x 1/4 = 14 Cft.1 x1 x37 x1-1/8 x 1/4 = 10 Cft.1 x1 x36-5/8 x1-1/8 x4-1/4 = 175 Cft.1 x1 x27-1/8 x2-1/4 x 1/4 = 15 Cft.1 x1 x26-3/4 x1-7/8 x 1/4 = 13 Cft.1 x1 x26-3/8 x1-7/8 x 1/4 = 12 Cft.1 x1 x26 x1-1/8 x5 = 146 Cft.1 x1 x49-3/4 x2-1/4 x 1/4 = 28 Cft.1 x1 x49-3/8 x1-7/8 x 1/4 = 23 Cft.1 x1 x49 x1-1/2 x 1/4 = 18 Cft.
1 x1 x48-5/8 x1-1/8 x4-1/4 = 232 Cft.1 x1 x39-3/8 x1-7/8 x 1/4 = 18 Cft.1 x1 x39 x1-1/2 x 1/4 = 15 Cft.1 x1 x38-5/8 x1-1/2 x 1/4 = 14 Cft.1 x1 x38-1/4 x1-1/8 x4-1/4 = 183 Cft.1 x1 x12 x2-1/4 x 1/4 = 7 Cft.1 x1 x11-5/8 x1-7/8 x 1/4 = 5 Cft.1 x1 x11-1/4 x1-1/2 x 1/4 = 4 Cft.1 x1 x10-7/8 x1-1/8 x4-1/4 = 52 Cft.1 x1 x19 x2-1/4 x 1/4 = 11 Cft.1 x1 x18-7/8 x1-7/8 x 1/4 = 9 Cft.
1 x1 x18-1/4 x1-1/2 x 1/4 = 7 Cft.1 x1 x17-7/8 x1-1/8 x4-1/4 = 85 Cft.1 x1 x37-1/4 x2-1/4 x 1/4 = 21 Cft.1 x1 x36-7/8 x1-7/8 x 1/4 = 17 Cft.1 x1 x36-1/2 x1-1/2 x 1/4 = 14 Cft.1 x1 x36-1/8 x1-1/8 x4-1/4 = 173 Cft.1 x1 x19-5/8 x1-7/8 x 1/4 = 9 Cft.1 x1 x20 x1-1/2 x 1/4 = 8 Cft.1 x1 x20-3/8 x1-1/8 x 1/4 = 6 Cft.1 x1 x20-3/4 x 3/4 x4-1/4 = 66 Cft.
Pacca brick work with cement
sand mortar in foundation and
plinth.i) Ratio 1:6
Dry rammed brick or stone
ballast 1 1/2"-2" guage.
Take Qty 1/2 of Item No.1 marked "B"
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231 x1 x4-7/8 x1-7/8 x 1/4 = 2 Cft.1 x1 x5-1/4 x1-1/2 x 1/4 = 2 Cft.1 x1 x5-5/8 x1-1/8 x 1/4 = 2 Cft.1 x1 x6 x 3/4 x4-1/4 = 19 Cft.1 x1 x13-1/4 x1-7/8 x 1/4 = 6 Cft.1 x1 x13-5/8 x1-1/2 x 1/4 = 5 Cft.1 x1 x14 x1-1/8 x 1/4 = 4 Cft.1 x1 x14-3/8 x 3/4 x4-1/4 = 46 Cft.
1 x2 x12-7/8 x1-7/8 x 1/4 = 12 Cft.1 x2 x13-1/4 x1-1/2 x 1/4 = 10 Cft.1 x2 x13-5/8 x1-1/8 x 1/4 = 8 Cft.1 x2 x14 x 3/4 x4-1/4 = 89 Cft.1 x1 x20-7/8 x1-7/8 x 1/4 = 10 Cft.1 x1 x21-1/4 x1-1/2 x 1/4 = 8 Cft.1 x1 x21-5/8 x1-1/8 x 1/4 = 6 Cft.1 x1 x22 x 3/4 x4-1/4 = 70 Cft.1 x3 x6-7/8 x1-7/8 x 1/4 = 10 Cft.1 x3 x7-1/4 x1-1/2 x 1/4 = 8 Cft.1 x3 x7-5/8 x1-1/8 x 1/4 = 6 Cft.1 x3 x8 x 3/4 x4-1/4 = 77 Cft.1 x1 x37-7/8 x1-7/8 x 1/4 = 18 Cft.1 x1 x35-1/4 x1-1/2 x 1/4 = 13 Cft.1 x1 x35-5/8 x1-1/8 x 1/4 = 10 Cft.1 x1 x36 x 3/4 x4-1/4 = 115 Cft.1 x1 x11-7/8 x1-7/8 x 1/4 = 6 Cft.1 x1 x12-1/4 x1-1/2 x 1/4 = 5 Cft.1 x1 x12-5/8 x1-1/8 x 1/4 = 4 Cft.1 x1 x13 x 3/4 x4-1/4 = 41 Cft.1 x1 x25-5/8 x1-7/8 x 1/4 = 12 Cft.
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241 x1 x26 x1-1/2 x 1/4 = 10 Cft.1 x1 x26-3/8 x1-1/8 x 1/4 = 7 Cft.1 x1 x26-3/4 x 3/4 x4-1/4 = 85 Cft.1 x1 x13-5/8 x1-7/8 x 1/4 = 6 Cft.1 x1 x14 x1-1/2 x 1/4 = 5 Cft.1 x1 x14-3/8 x1-1/8 x 1/4 = 4 Cft.1 x1 x14-3/4 x 3/4 x4-1/4 = 47 Cft.1 x1 x12-7/8 x1-7/8 x 1/4 = 6 Cft.1 x1 x13-1/4 x1-1/2 x 1/4 = 5 Cft.1 x1 x13-5/8 x1-1/8 x 1/4 = 4 Cft.1 x1 x14 x 3/4 x4-1/4 = 45 Cft.
PP 1 x1 x275 x 3/4 x2-1/4 = 464 Cft.1 x1 x21-1/8 x 3/4 x2-1/4 = 36 Cft.1 x1 x14-3/8 x 3/4 x2-1/4 = 24 Cft.
Steps 1 x1 x38 x4 x2-1/4 = 342 Cft.
Total. = 3674 [email protected]%Cft Rs. 326372/-6
D.P.C 1 x1 x14 x1-1/8 = 16 Sft.1 x1 x36 x1-1/8 = 41 Sft.1 x1 x5-1/4 x 3/4 = 4 Sft.1 x1 x31-3/8 x1-1/8 = 35 Sft.1 x1 x8-3/4 x 3/4 = 7 Sft.1 x1 x15-1/8 x1-1/8 = 17 Sft.1 x1 x8 x1-1/8 = 9 Sft.1 x1 x46-1/8 x1-1/8 = 52 Sft.1 x1 x14-3/4 x1-1/8 = 17 Sft.1 x1 x17-1/8 x1-1/8 = 19 Sft.1 x1 x21-3/4 x1-1/8 = 24 Sft.1 x1 x5-1/8 x1-1/8 = 6 Sft.1 x1 x15-1/8 x 3/4 = 11 Sft.1 x1 x22 x1-1/8 = 25 Sft.1 x18 x 3/4 x 3/4 = 10 Sft.
2nd
D.P.C 1 x2 x14 x1-1/8 = 32 Sft.
1 x1 x14 x 3/4 = 11 Sft.1 x1 x6 x 3/4 = 5 Sft.1 x1 x35-7/8 x1-1/8 = 40 Sft.1 x1 x5-1/4 x1-1/8 = 6 Sft.1 x1 x6 x 3/4 = 5 Sft.1 x1 x31-3/8 x 3/4 = 24 Sft.1 x1 x14 x 3/4 = 11 Sft.1 x1 x14-3/8 x 3/4 = 11 Sft.1 x2 x22-3/4 x 3/4 = 34 Sft.1 x2 x8 x 3/4 = 12 Sft.
Providing and laying damp proof
course of cement concrete 1:2:
4(using cement, sand and
shingle), including bitumencoating :-(a) with one coat of
bitumen and one coat of
polythene sheet 500 gauge: i) 1-
1/2" thick.
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251 x1 x15-1/8 x1-1/8 = 17 Sft.1 x1 x8 x1-1/8 = 9 Sft. 454Sft-Marked=A1 x1 x46-1/8 x1-1/8 = 52 Sft.1 x1 x14 x 3/4 = 11 Sft.1 x1 x14-3/4 x1-1/8 = 17 Sft.1 x1 x19-1/4 x 3/4 = 14 Sft.1 x1 x36-1/8 x 3/4 = 27 Sft.1 x1 x17-1/8 x1-1/8 = 19 Sft.
1 x1 x14 x 3/4 = 11 Sft.1 x1 x21-3/4 x1-1/8 = 24 Sft.
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261 x1 x16-3/4 x 3/4 = 13 Sft.1 x1 x5-1/8 x1-1/8 = 6 Sft.1 x1 x15-1/8 x 3/4 = 11 Sft.1 x18 x 3/4 x 3/4 = 10 Sft.1 x13 x 3/4 x2-1/4 = 22 Sft.
Total.(A) = 747 Sft.D/D openings
1 x1 x14 x1-1/8 = 16 Sft.
1 x1 x25-1/4 x1-1/8 = 28 Sft.1 x2 x4 x 3/4 = 6 Sft.1 x4 x3-1/4 x 3/4 = 10 Sft.1 x4 x2-1/2 x 3/4 = 8 Sft.
D1 1 x1 x3-1/2 x1-1/8 = 4 Sft.D2 1 x1 x3 x1-1/8 = 3 Sft.D3 1 x1 x3-1/2 x1-1/8 = 4 Sft.
1 x1 x4 x1-1/8 = 5 Sft.1 x1 x3 x 3/4 = 2 Sft.1 x1 x4 x 3/4 = 3 Sft.1 x1 x3 x 3/4 = 2 Sft.
1 x1 x9 x 3/4 = 7 Sft.1 x1 x9 x 3/4 = 7 Sft.
Total.(B) = 105 Sft.
Net Total (A-B) = 642 [email protected]%Sft Rs. 18044/-7
1 x1 x14 x2 = 28 Sft.
1 x1 x17 x2 = 34 Sft.1 x1 x12 x2 = 24 Sft.1 x1 x2 x2 = 4 Sft.1 x1 x6-5/8 x2 = 13 Sft.1 x1 x6 x2 = 12 Sft.1 x1 x14 x2 = 28 Sft.1 x1 x14-3/8 x2 = 29 Sft.1 x1 x14 x2 = 28 Sft.1 x1 x16 x2 = 32 Sft.1 x1 x4-1/2 x2 = 9 Sft.1 x1 x7 x2 = 14 Sft.
1 x1 x5-1/4 x2 = 11 Sft.1 x1 x5-5/8 x2 = 11 Sft.1 x1 x5-3/4 x2 = 12 Sft.1 x1 x14 x2 = 28 Sft.1 x1 x8-3/4 x2 = 18 Sft.1 x1 x9 x2 = 18 Sft.1 x1 x12 x2 = 24 Sft.1 x1 x14 x2 = 28 Sft.1 x1 x14-3/8 x2 = 29 Sft.1 x1 x5-1/4 x2 = 11 Sft.1 x1 x1-1/2 x2 = 3 Sft.
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:
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271 x1 x10-3/8 x2 = 21 Sft.1 x2 x30 x2 = 120 Sft.
Total = 589 [email protected]%Sft Rs. 12077/-8
Take 2/3 of It4715 x 2/3 = 3145 Cft
Total. = 3145 [email protected]%oCft
Rs. 4234/-
Filling, watering, ramming, earth
under floor with i) with surplus
earth from foundation, etc.
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288-i
79 x1-1/2
= 119 Cft2029 x1-1/2
= 3044 Cft174 x1-1/2 = 261 Cft
PP 1 x1 x260 x3-1/4 x1 = 845 Cft1 x1 x60 x27 x1 = 1620 Cft1 x1 x13-1/4 x17-1/8 x1 = 227 Cft.
Total = 6116 CftNet Qty. 6116.0 ( - ) 3145 = 2971 [email protected]%oCft Rs. 15877/-
9
79 x 1/3
= 26 Cft42 x 1/3
= 14 Cft200 x 1/3 = 66 Cft
Back Ter 1 x1 x13-1/8 x17-1/8 x 1/3 = 75 CftPorch 1 x1 x20 x23 x 1/3 = 153 CftPP 1 x1 x260 x3-1/2 x 1/3 = 300 Cft
Total = 634 Cft @Rs.947.80%Cft Rs. 6009/-
10
sme Qty
ofIt.No.9 634 = 634 Cft
Total = 634 [email protected]%Cft Rs. 14740/-11
H walls 1 x2 x14 x1-1/8 x11 = 347 Cft.1 x1 x14 x 3/4 x11 = 116 Cft.1 x1 x5 x 3/4 x11 = 41 Cft.1 x1 x35-7/8 x1-1/8 x11 = 444 Cft.1 x2 x6 x 3/4 x11 = 99 Cft.1 x1 x31-3/8 x1-1/8 x11 = 388 Cft.
Qty item No.
33(Floor )
Qty item No.
29(Floor )
Qty item No.
30(Floor )
Qty item No.
33(Floor )
Qty item No.
29(Floor )
Qty item No.
30(Floor )
Filling, watering, ramming, earth
under floor with ii) New earth
excavated from out side lead up
to 3 miles.
Supply and filling of sand under
floor or plugging in wells.
Providing, laying, watering and
ramming brick ballast 1" to
2"(40 mm to 50 mm) gauge
mixed with 25% sand, for floor
foundation, complete in all
respects.
Pacca brick work c/s (1:6)
mortar in G.F
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291 x1 x14 x 3/4 x11 = 116 Cft.1 x1 x38-1/2 x 3/4 x11 = 318 Cft.1 x1 x8 x 3/4 x11 = 66 Cft.1 x1 x8 x 3/4 x11 = 66 Cft.1 x1 x15-1/8 x1-1/8 x11 = 187 Cft.
V walls 1 x1 x46-1/8 x1-1/8 x11 = 571 Cft.1 x1 x14 x 3/4 x11 = 116 Cft.1 x1 x19-1/8 x1-1/8 x11 = 237 Cft.
1 x1 x14-3/4 x 3/4 x11 = 122 Cft.1 x1 x36-1/3 x 3/4 x11 = 300 Cft.1 x1 x36-1/8 x 3/4 x11 = 298 Cft.1 x1 x14 x 3/4 x11 = 116 Cft.1 x1 x17-1/8 x1-1/8 x11 = 212 Cft.1 x1 x21-3/4 x1-1/8 x11 = 269 Cft.1 x1 x16 x 3/4 x11 = 132 Cft.1 x1 x5-1/8 x1-1/8 x11 = 63 Cft.1 x1 x15-1/8 x 3/4 x11 = 125 Cft.1 x1 x22 x1-1/8 x11 = 272 Cft.1 x18 x 3/4 x 3/4 x11 = 111 Cft.
At side 1 x3 x2 x 3/8 x11 = 25 Cft.Total. = 5157 Cft.
Deduction.
D1 1 x1 x4 x1-1/8 x7 = 32 Cft.D2 1 x6 x4 x 3/4 x7 = 126 Cft.D3 1 x2 x3 x 3/4 x7 = 32 Cft.D3A 1 x1 x3 x1-1/8 x7 = 24 Cft.D4 1 x4 x3 x 3/4 x7 = 63 Cft.W1 1 x7 x8 x1-1/8 x6-1/2 = 410 Cft.W2 1 x1 x12 x1-1/8 x6-1/2 = 88 Cft.W3 1 x1 x3 x1-1/8 x3-1/2 = 12 Cft.V1 1 x5 x3 x1-1/8 x2 = 34 Cft.
Opening 1 x1 x5-1/2 x 3/4 x7 = 29 Cft.1 x1 x3 x 3/4 x7 = 16 Cft.
Lintels D 1 x1 x5 x1-1/8 x 3/4 = 4 Cft.1 x6 x4-1/2 x 3/4 x 3/4 = 15 Cft.1 x2 x4 x 3/4 x 3/4 = 5 Cft.1 x1 x4 x1-1/8 x 3/4 = 3 Cft.1 x3 x3-1/2 x 3/4 x 3/4 = 6 Cft.1 x1 x4-1/2 x 3/4 x 3/4 = 3 Cft.1 x1 x4 x 3/4 x 3/4 = 2 Cft. 155Cft-Marked=A
W 1 x7 x9-1/2 x1-1/8 x1 = 75 Cft.1 x1 x14 x1-1/8 x1 = 16 Cft.1 x1 x4 x1-1/8 x 3/4 = 3 Cft.1 x5 x4 x1-1/8 x 3/4 = 17 Cft.1 x1 x7 x 3/4 x 3/4 = 4 Cft.1 x1 x4 x 3/4 x 3/4 = 2 Cft.
Total Ded. = 1021 Cft.
Net Qty. 5157 ( - ) 1021 = 4136 [email protected]%Cft Rs. 393183/-11-i Pacca brick work with cement
sand mortar in Ground floor.i)
Ratio 1:4
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30Din 1 x1 x1-1/2 x 3/8 x11 = 6 Cft
1 x1 x2-1/2 x 3/8 x11 = 10 Cft
1 x3 x8 x 3/8 x11 = 99 Cft
Total(A) = 115 Cft
D/D
1 x2 x2-1/2 x 3/8 x7 = 13 Cft
1 x2 x3-1/2 x 3/8 x7 = 18 CftTotal(B) = 31 Cft
= 84 Cft @Rs.10038.05%Cft Rs. 8432/-12
Lintels
Take
Qty item
No. 11 = 155 Cft.Roof
slab 1 x1 x45-1/4 x15-7/8 x 5/12 = 299 Cft.1 x1 x20-3/4 x37-3/8 x 5/12 = 323 Cft.
1 x1 x15-1/2 x23-1/4 x 5/12 = 150 Cft.1 x1 x24-1/4 x21-1/2 x 5/12 = 217 Cft.1 x1 x9-1/2 x4 x 5/12 = 16 Cft.
Box
shelf 1 x3 x8-3/4 x1 x 1/4 = 7 Cft.1 x1 x10-1/8 x1-3/4 x 1/4 = 4 Cft.
Kit 1 x1 x9 x2-3/8 x 1/4 = 5 Cft.1 x1 x11 x2-3/8 x 1/4 = 7 Cft.
WR bed 1 x1 x7-7/8 x2-1/4 x 1/4 = 4 Cft.1 x1 x8-1/4 x2-1/2 x 1/4 = 5 Cft.1 x1 x7-1/4 x2-1/2 x 1/4 = 5 Cft.
1 x1 x8-3/4 x2-1/2 x 1/4 = 5 Cft.Carporch 1 x1 x20 x1-1/8 x1-1/2 = 34 Cft.
1 x1 x20-1/2 x1-1/8 x1-1/2 = 35 Cft.Col 1 x3-1/7 x 5/8 x17-1/2 = 34 Cft.Din 1 x1 x12 x 3/4 x1 = 9 Cft.Parapet 1 x1 x275 x 1/2 x3-3/4 = 138 Cft.
Kit Deck 1 x1 x60 x 1/2 x1 = 30 Cft.1 x1 x18-1/2 x1 x 1/2 = 19 Cft.1 x1 x6-7/8 x1 x 1/2 = 7 Cft.
Providing and laying reinforced cement concrete (including prestressed
concrete), using coarse sand and screened graded and washed aggregate,
in required shape and design,including forms, moulds, shuttering, lifting,
compacting,curing, rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in roof slab,
beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:2:4)
Net Qty(A-B)
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31LobbyEnt 1 x1 x13-2/3 x1 x 1/2 = 7 Cft.Deck 1 x1 x8-1/6 x1 x 1/2 = 4 Cft.
1 x1 x9-2/3 x1 x 1/2 = 5 Cft.1 x1 x201 x1 x 1/2 = 101 Cft.1 x1 x26-2/3 x1 x1-1/2 = 40 Cft.1 x1 x2 x9-3/4 x 1/2 = 10 Cft.1 x1 x14-1/8 x6 x 1/2 = 42 Cft.
Left sidepurgola = 31 Cftg
side
purgola = 36 Cft
Over W1
Purgola = 73 CftTotal = 1857 Cft. @Rs.201.95/Cft Rs. 375021/-
13
1857 x6.75 x0.454 = 5691 Kg @Rs.8973.05%Kg Rs. 510656/-
14
W1 1 x7 x8 x8-1/2 = 476 Sft.W2 1 x1 x12 x6-1/2 = 78 Sft.
W3 1 x1 x3 x3-1/2 = 11 Sft.V1 1 x5 x3 x2 = 30 Sft.
Total = 595 [email protected]/Sft Rs. 202836/-15
79
= 79 Sft.
Qty item No.
27(Floor )
1 1/3x2 3/4x3/3((11^2+2/5x2 3/4^2)^1/2)
Cement plaster 3/8" (10 mm)
thick under soffit of R.C.C.roof
slabs , 1:2 ratio.
1 1/3x2 3/4x3/3((13^2+2/5x2 3/4^2)^1/2)
5x 4/3x2 3/4x3/4((5^2+2/5x2 3/4^2)^1/2)
Providing and fixing windows consisting of M.S. box
section frame 2"x1", (50x40mm) leaves frame 1"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 "x"
(13x13mm) of 16 SWG for fixing 24 SWG wire gauze on
outer side by means of "x1/8" (20x3mm) M.S. flat andscrews including grill of M.S. flat "x1/8" (13x3mm) or
"x" (6x6mm) square bar with independent frame of
"x" (13x13mm) box section of 16 SWG i/c all C.P.
fitting and painting 3 coats complete in all respect
Fabrication of M.S reinforcement
i/c cutting bending binding
laying in postion making joints
and fastenings inculding cost of
binding wire and labour charges
for binding of steel
reinforcement (also includes
removal of rust from bars):- b-
deformad bars
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322029
= 2029 Sft.174 = 174
Sft.
W1 Pur 1 x5 x10 x2 = 100 Sft.1 x5 x10 x2 = 100 Sft.
V1 Purg 1 x2 x20 x2 = 80 Sft.1 x2 x20 x2 = 80 Sft.
Total = 2642 [email protected]%Sft Rs. 33478/-16
Din/beds 3 x2 x(14 +12 ) x10-1/2 = 1638 Sft.Kit 1 x2 x(14 +10 ) x10-1/2 = 504 Sft.Box 1 x2 x(8 +7-1/8) x10-1/2 = 318 Sft.Bed 1 x2 x(14 +13 ) x10-1/2 = 567 Sft.
1 x2 x(14 +16 ) x10-1/2 = 630 Sft.Bath 2 x2 x(8 +5-3/4) x6 = 330 Sft.Dress 1 x2 x(8 +5-7/8) x10-1/2 = 291 Sft.Draw 1 x2 x(14-3/8 +17 ) x10-1/2 = 659 Sft. 7374Cft-Marked=ALoung 1 x2 x(14-3/8 +18-3/4) x10-1/2 = 696 Sft.Lobby 1 x2 x(6 +14 ) x10-1/2 = 420 Sft.Bath 1 x2 x(6 +7 ) x6 = 156 Sft.
1 x2 x(6 +6-1/4) x6 = 147 Sft.Extra NR1 x6 x2 x10-1/2 = 126 Sft.Porch 1 x2 x(17-1/2 +18-1/2) x10-1/2 = 756 Sft.Lobby 1 x1 x15-1/2 x8-3/4 = 136 Sft.Front 1 x1 x31-3/8 x12 = 377 Sft.
1 x1 x21-1/2 x12 = 258 Sft.1 x1 x9-3/4 x12 = 117 Sft.1 x1 x21-1/2 x12 = 258 Sft.1 x1 x8-3/4 x12 = 105 Sft. 2825Cft-Marked=B
Back 1 x1 x36-5/8 x12 = 440 Sft.1 x1 x15-5/8 x12 = 188 Sft.1 x1 x25 x12 = 300 Sft.
Left side 1 x1 x29 x12 = 348 Sft.Right sid 1 x1 x36-1/8 x12 = 434 Sft.
Total = 10199 [email protected]%Sft Rs. 101052/-
17
D1 1 x1 x4 x7 = 28 Sft.D2 1 x7 x3-1/2 x7 = 172 Sft.D3 1 x2 x3 x7 = 42 Sft.D4 1 x4 x2-1/2 x7 = 70 Sft.DW1 1 x1 x3 x7 = 21 Sft.CY door 1 x1 x4 x7 = 28 Sft.
Qty item No.
28(Floor )
Qty item No.
31(Floor )
1/2" thick cement plaster 1:4
upto 20' (6.00 mm) height:-
P/F deodar wood panelled or
panelled with glazed doors and
windows with M.S chowkatconsisting of M.S angle iron 1 1
/2"x 1 1/2"x1/4" welded with
M.S flat 1 1/2"x1/4" complete.
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33Total = 361 [email protected]/Sft Rs. 176204/-17-i x1 x8 = 15 No @Rs.124.65/E Rs. 1870/-18
D1 1 x1 x4 x7 = 28 Sft.DW3 1 x1 x3 x7 = 21 Sft.
Total = 49 [email protected]/Sft Rs. 22462/-19
Beds 1 x4 x8 x10-1/2 = 336 Sft.
Total = 336 [email protected]/Sft Rs. 154510/-20
1 x1 x24 x4-3/4 = 114 Sft.
Total = 114 [email protected]/Sft Rs. 50189/-
P/F iron sliding bolts to doors
P/F First class deodar wood
wrought joinery work in wire
gauzed doors and windows with
24 SWG wire gauze with M.S
chowkat consisting of M.S angle
iron 1 1 /2"x 1 1/2"x1/4" welded
with M.S flat 1 1/2"x1/4"
complete.
deodar wood framing 1" (40
mm) thick, with wire
gauze fixed in position:-
with s rin s or s rin hin es
Providing and fixing wardrobe 22" (550 mm) deep
consisting of RCC shelves 1" (40 mm) thick including "
thick vinboard boxing and back (one side ply) vinboard
shutter " (20 mm) thick including deodar wood lipping "
(6 mm) on all edges, fixes including deodar wood frame
3"x1" (75mm x 25mm) with hanger rod in centre position
drawers at bottom and openable shutter on upper portion
including full hinges C.P. fitting and painting 3 coats
complete.
Providing and fixing Vin board cabinet 3/4" thick with
drawers 3"deep in 'Kitchen including termite proofing and
polishing with synthetic enamel as specified, with handles
hinges,screws etc., complete in all respects.2' deep with out back.
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3421
W1 1 x1 x6 = 6 RftW2 1 x6 x4-1/2 = 27 RftDW1 1 x3 x4 = 12 Rft
DW2 1 x7 x9 = 63 RftD1 1 x1 x14 = 14 RftD2 1 x1 x4 = 4 RftD3A 1 x1 x6 = 6 RftD4 1 x1 x4 = 4 Rft
1 x1 x11 = 11 Rft1 x1 x9 = 9 Rft1 x1 x4 = 4 Rft
Total = 160 Rft @Rs.100.90/Rft Rs. 16144/-22
Roof 1 x1 x14-3/4 x44-1/2 = 656 Sft.1 x1 x36-7/8 x38-5/8 = 1424 Sft.
1 x1 x8-3/4 x15-1/4 = 133 Sft.1 x1 x23-1/2 x16-3/8 = 385 Sft.1 x1 x4 x8-7/8 = 36 Sft.
Total = 2634 Sft.Deduction.
Khurra 1 x6 x2 x2 = 24 Sft.
Total = 24 Sft.
Net Qty 2634 ( - ) 24 2610 [email protected]%Sft Rs. 103977/-
23
= 6 No.
Total. = 6 [email protected]/Each Rs. 1691/-24
1 x4 x15 = 60 Rft.Total = 60 Rft @Rs.222.20/Rft Rs. 13332/-
Single layer of tiles 9"x4"x1"
(225x113x40 mm) laid over
4"(100 mm) earth and 1" (25mm) 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 DPC under floors and
on roofs etc 500 gauge.
Khuras on roof 2'x2'x6" (600 x
600 x 150 mm)
Providing, laying, cutting,
jointing, testing and disinfecting
pipe line in trenches with P.V.C.
pipes of B.S.S. with `D' and
valves is not included in the
Class working pressure complete
in all respects:-
Providing and fitting curtain railing to doors and windows,
comprising of TOSO-elite Japan made superior type of
railing or equivalent, fixed over 4"x" (100mmx20mm)
deodar wood strip, including painting.
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3525
= 12 No @Rs.469.30/Each Rs. 5632/-
26
361 x2 = 722 Sft.
Total = 722 [email protected]%Sft Rs. 7359/-
Take
Double of
It.No.17
Providing and installing P.V.C.
bends, of B.S.S. class D working
pressure.
Painting new surface:- Preparing
surface and painting of doors
and windows any type (including
edges):- 3 coats.
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3626-i
49 x2 = 98 Sft.Total = 98 [email protected]%Sft Rs. 618/-
27
Box 1 x1 x8 x7-1/8 = 57 Sft.Decks
proch 1 x2 x5 x 1/2 = 5 Sft.Decks
Kit 1 x2 x9 x 1/2 = 9 Sft.ec s
lawn 1 x16 x 1/2 = 8 Sft.
Total = 79 Sft. @Rs.5336.25%Sft Rs. 4216/-
27-i
1 x2 x(8 +7-1/8) x 3/7 = 13 Sft.Kit Khurr 1 x2 x(4 +4 ) x 1/2 = 8 Sft.
Total = 21 Sft. @Rs.5600.80%Sft Rs. 1176/-
28
Lounge 1 x1 x14-3/8 x18-3/4 = 270 Sft.Lobby 1 x1 x6 x14 = 84 Sft.
1 x1 x5-1/2 x8-3/4 = 48 Sft.D1 1 x1 x4 x1-1/8 = 5 Sft.D2 1 x7 x3-1/2 x 3/4 = 18 Sft.D3 1 x2 x3 x 3/4 = 5 Sft.
1 x1 x3 x1-1/8 = 3 Sft.Opening 1 x1 x5-1/2 x 3/4 = 4 Sft.
1 x1 x10-3/8 x 3/4 = 8 Sft.Beds 1 x2 x14 x12 = 336 Sft.
Take
Double of
It.No.18
Painting new surface:- Preparing
surface and painting sashes
fanlights glazed or gauzed doors
and windows (including edges):-
1"(40 mm) thick mosaic
flooring, consisting of "mosaic topping of one part of
cement and marble powder inthe ratio of 3:1 and two parts of
marble chips,laid over 1"(25
mm) thick floor of 1:2:4 cement
concrete,
including rubbing and polishing
complete with finishing :- (a)
using grey cement
P/L Porcelain Granite Tiles
Colour Master
16"x16"x3/8",18"x18"x3/8" Laid
over Bed of 3/4" Thick cement
sand mortar i/c making patterns
on floor and dado i/c filling of
joints complete in all respects as
Directed/Approved by the
En ineer Inchara e.
1/2" thick mosaic dado or
skirting using white cement i/c
rubbing and polishing complete
with finishing using grey cement
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371 x1 x14 x16 = 224 Sft.1 x1 x14 x13 = 182 Sft.
Dress 1 x1 x8 x5-7/8 = 47 Sft.1 x1 x4 x4 = 16 Sft.
Din 1 x1 x14 x12 = 168 Sft.Draw 1 x1 x14-3/8 x17 = 244 Sft.Kit 1 x1 x14 x10 = 140 Sft.Lounge 1 x2 x(14-3/8 +18-3/4) x 1/2 = 33 Sft.
Lobby 1 x2 x(6 +4 ) x 1/2 = 10 Sft.1 x2 x(5-1/2 +8-3/4) x 1/2 = 14 Sft.
Beds 1 x2 x(14 +12 ) x 1/2 = 26 Sft.1 x2 x(14 +16 ) x 1/2 = 30 Sft.1 x2 x(14 +13 ) x 1/2 = 27 Sft.
Dress 1 x2 x(8 +5-5/8) x 1/2 = 14 Sft.1 x2 x3 x 3/4 = 5 Sft.1 x2 x(14 +12 ) x 3/7 = 22 Sft1 x2 x(14-3/8 +17 ) x 3/7 = 26 Sft1 x2 x(14 +10 ) x 3/7 = 20 Sft
Total = 2029 [email protected]/Sft Rs. 284060/-29
Decks 1 x 1/4 x3-1/7 x12-3/8 x12-3/8 x 1/4 = 30 Sft.Decks Kit 1 x 1/4 x3-1/7 x17-1/2 x17-1/2 x 1/4 = 60 Sft.Decks la 1 x 1/4 x3-1/7 x36-1/4 x36-1/4 x 1/4 = 258 Sft.PP 1 x1 x260 x4 = 1040 Sft
Total = 1388 Sft @Rs.2988.60%Cft Rs. 41482/-
30
79 x 70% = 55 Rft
1388 x 70% = 972 Rft
Total = 1027 Rft @ 5.30/Rft Rs.5443/-
31
bath 1 x1 x6 x7 = 42 Sft1 x1 x6 x6-5/8 = 40 Sft
P/L floor of approved quality
coloured glazed tiles over 3/4"
thick c/s (1:3) plaster complete.
Take 70% Qty ofIt.No.27
Take 70% Qty of
It.No.29
Providing and fixing marble strip
of any shade for dividing the
mosaic flooring into panels.
a) Size 1" x 3/8" (40 x 10
mm)
Providing and laying
conglomerate flooring (two coat
work) with top layer of
"(13mm)thick wearing
surface, for panelling, consisting
of one part of cement and 2
parts of stonechips passing
3/16"(6 mm) sieve, over bottom
layer ofcement concrete
1:3:6,including surface finishing
anddividing in panels i/c rubbing.
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381 x2 x8 x5-3/4 = 92 SftTotal = 174 Sft @Rs.7397.00%Sft Rs. 12871/-
32
bath 1 x2 x(6 +7 ) x5 = 130 Sft1 x2 x(6 +6-5/8) x5 = 126 Sft1 x2 x(8 +5-3/4) x5 = 138 Sft
Total = 394 [email protected]%Sft Rs. 31519/-33
Porch 1 x1 x21 x20 = 420 Sft.Gate to P 1 x1 x10 x20 = 200 Sft.
Total = 620 [email protected]/Sft Rs. 46500/-
34
= 7374 Sft.Total = 7374 Sft @Rs.254.00%Sft Rs. 18730/-
35
Take
Qtyiten
No.176
B
Plaster = 2825 Sft.Total = 2825 [email protected]%Sft Rs. 30992/-
36
= 454 Sft
Total = 454 Sft @Rs.1257.60%Sft Rs. 5710/-37
Front 1 x2 x31-3/8 = 63 Rft1 x2 x21-1/2 = 43 Rft1 x2 x9-3/4 = 20 Rft1 x2 x21-1/2 = 43 Rft1 x2 x8-3/4 = 18 Rft
Back 1 x2 x36-5/8 = 73 Rft1 x2 x12-5/8 = 25 Rft
Left side 1 x2 x29 = 58 Rft
Take Qty
item No.16
A (Plaster)
Take Qty
iten No.6 A
DPC
Making groove 1/4" deep
P/L Tuff paver 60mm thick
complete as approved directed
by the Engineer Incharge.
P/L dado of approved coloured
glazed tiles 1/4" thick over 3/4"
thick c/s (1:3) plaster complete.
Weatther Shield paint 2 coats on
new surface
1/2" thick c/s (1:3) plaster and
polythene sheet 500 gauge
under bearing of RCC slab.
Distempering 3 coats on new
surface.
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391 x2 x36-1/8 = 72 Rft
Total = 415 Rft @Rs.6.85/Rft Rs. 2843/-
Total Rs. 3185711/-
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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40
1
250.0 m @ 77.25/m Rs.19313/-
ii-1" dia.
70.0 m @ 93.70/m Rs.6559/-
2
i- 3/0.029"
780 m @ 27.00/m Rs.21060/-
ii- 7/0.029"
350 m @ 39.35/m Rs.13773/-
iii- 7/0.036"
100 m @ 58.85/m Rs.5885/-
4
15 NoTotal 15 No @ 93.10/Each Rs.1397/-
6 No
Total 6 No @ 129.70/Each Rs.778/-
7 NoTotal 7 No @ 243.80/Each Rs.1707/-
2 No
Total 2 No @ 329.25/Each Rs.659/-
5
= 17 No @ 479.80/Each Rs.8157/-
DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT
Electric Installation Portion
Supply and Erection of PVC pipe for wiring on
resessed i/c inspection boxes pull boxes hook
bends reducer and prepairing surface etc complete.
3/4" dia
Supply and erection of tube light, including rod,
choke, starter with frame, flexible wire, including
connection from ceiling rose, etc., complete.ii)
single rod (40 watts) with one choke and one
starter.
ii) 17.5 x 10 cm (7"x4")
iv) 20 x 25 cm (8"x10")
i) 10 x 10 cm (4"x4")
v) (10"x12")
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 and capping/G.I.wire/trenches (rate for
cables only):-
Supply and erection of M.S. sheet box of 16 SWG,10 cm (4") deep, with 4.75 mm thick (3/16")
bakelite sheet top, for recessed wiring, including
making holes for regulators, switches, plugs, etc.
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416
= 15 No @ 21.30/Each Rs.320/-
7
= 5 No @ 1600/Each Rs.8000/-
9
= 20 No @ 20.00/Each Rs.400/-10
= 10 No @ 1600.00/Each Rs.16000/-
11
= 10 No @ 61.90/Each Rs.619/-
11-i
= 6 No @ 76.30/Each Rs.458/-12
= 1 No @ 189.30/Each Rs.189/-
13
= 1 No @ 177.30/Each Rs.177/-
14
= 10 No @ 136.10/Each Rs.1361/-
15
= 10 No @ 26.10/Each Rs.261/-
16
1 x ( 1 ) = 1 No @ 20000/Each Rs.20000/-
17
= 12 Rft
Total 12 Rft @ 212.95/Rft Rs.2555/-
P/Fixing of Exhaust fan 12"sweep double action
plastic body made (GFC) etc complete in all respect
as approved by the Engineer Incharge.
Supply and Erection of button holder backlite large
size.
Supply and erection of 3/8" (10 mm) dia M.S. bar
fan hook,placed at the time of casting of slab.
Supply and erection of house service pipe Henley(G.I. pipe water quality) or pole type, 50 mm (2")
dia, erected to instal insulated overhead
line,include shackle insulator for holding insulated
wire and straining devices for bearer wire and
other accessories etc., complete.
Supply and erection of bell push open/recessed
type
Erection of ceiling fan alongwith regulator (all
sizes), including carriage from local Railway
Station/Store to site of work,electric wire/cable for
suspension rod and board connection,and cutting,
threading on the rod, where necessary.
Supply and Errection of electric panel board size
18 x 24x6" consisting of input circuit braker 60 amp
1 No. and out going circuit braker 6/10 AMP SP 8
Nos, 16/20 Amp SP 8 Nos. Neno light and voltage
meter Amper meter etc complete in all respect as
a roved b the En ineer Inchar e.
Supply and erection of call bell 220/250 volts, fixed
on teak wood board 17.5x10 cm (7"x4").
Supply and erection of 3 pin 10/15 Amp. wall
socket
recessed type.
Supply and Erection of 3 pin wall socket 5AMP
Supply and erection of ceiling rose, bakelite.
Cost of ceiling fans 56" sweep of approved firm
like,GFC,Pak,Royal,Younis,fan with regulator i/c
carriage from local market to site of work etc.
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4218
= 1 job
Total 1 Job @ 2932.35/Rft Rs.2932/-
Total. Rs. 132560/-
Say Rs. 132600/-
Earthing of iron clad/aluminum switches, etc. with
G.I. wire No.8 SWG in G.I. pipe 15 mm (") dia,
recess ed or on surface ofwall and floor, complete
with 1.5 metre long G.I. pipe, 50 mm (2") dia with
reducing socket 4 to 5 metre below ground level,
and 2 metre away from building plinth.
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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43
1
= 1 No @ 2290.55/Each Rs.2291/-
2
= 3 No @ 1302.10/Each Rs.3906/-
3
= 3 No @ 1302.10/Each Rs.3906/-
4
= 1 No @ 1190.40/Each Rs.1190/-
5
= 4 No @ 314.00/Each Rs.1256/-
6
= 6 No @ 174.80/Each Rs.1049/-
7
= 8 No @ 300.80/Each Rs.2406/-
8
= 5 No @ 500.60/Each Rs.2503/-
9
= 5 No @ 2319.90/Each Rs.11600/-
10
= 2 No @ 604.75/Each Rs.1210/-
11
= 14 No @ 428.00/Each Rs.5992/-
13
= 4 No @ 345.25/Each Rs.1381/-
14
= 4 No @ 322.15/Each Rs.1289/-
DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT
Sanitary Installation Portion
Providing and fitting glazed earthen ware wash hand
basin 56x40 cm (22"x16") including bracket set,
waste pipe and waste coupling, etc. i) Coloured, withpedestal
Providing and fitting, chromium plated or brass
oxidised, swan neck cock 15 mm (" dia. i) two way
Providing and fixing chromium plated tee stop cock15mm (").
Providing and fixing looking glass 55x40 cm
(22"x16") size, and 5 mm thick, first quality.
Providing and fixing glass shelf 60x13 cm (24"x5"),
with5mm thick glass:- i) with chromium plated brackets
Providing and fitting glazed earthen ware water
closet
European type, excluding seat and cover:- coloured
i/c double seat and cover only bakelite.
Providing and fitting glazed earthen ware water
closet
P/F plastic made low level flushing cistern 3 Gal
capacity complete.
P/F glazed eartheware low level flushing cistern
complete.
P/F shower rose 1/2"x4"
P/F C.P stop cock 1/2" dia
P/F C.P bib cock 1/2" dia
P/F gully trap i/c C conc cost of PVC grating 6"x6"
and masonary chamber complete.
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4415
= 4 No @ 324.80/Each Rs.1299/-
11
= 4 No @ 334.30/Each Rs.1337/-
12
iii- 4" dia. 4 x ( 20 ) = 80 Rft @ 222.20/Rft Rs.17776/-13
= 10 No @ 315.70/E Rs.3157/-13-i
= 10 No @ 957.10/E Rs.9571/-
14
i- 1/2" dia. = 250 Rft @ 57.90/Rft Rs.14475/-
ii- 3/4" dia. = 120 Rft @ 73.65/Rft Rs.8838/-15
= 50 Rft @ 242.00/Rft Rs.12100/-Total. Rs. 108532/-
Say Rs. 108500/-
Providing and fixing, floor trap of cast iron, includingconcrete chamber all round, and C.I. grating:-
i) 10x5 cm (4"x3")
Providing and fitting:-i) chromium plated towel rail60
cm (24") long, and 2 cm (") dia.
Providing and laying R.C.C. pipe, moulded with
cement Chapter - 8 concrete 1:1:3, with spigot
socket or collar joint, etc. including cost of
reinforcement, conforming to B.S. 5911:Part I: 1981,
Class "L" including carriage of pipe fromfactory to
site of work, lowering in trenches tocorrectalignment and grade, jointing, cutting pipeswhere necessary, finishing and testing, etc.,
complete. 9" dia
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. ii) Medium
Providing, laying, cutting, jointing, testing anddisinfecting ditto Providing and installing specials
pipe line in trenches with P.V.C. pipes of B.S.S. with`D'
Class working pressure complete in all respects:-
Providing and installing P.V.C. bends, of B.S.S. class
"D" working pressure.
Providing and installing P.V.C. tees, of B.S.S. class
"D" working pressure.
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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45
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1
i- 1/2" dia. = 70 Rft @ 57.90/Rft Rs.4053/-
ii- 3/4" dia. = 98 Rft @ 73.65/Rft Rs.7218/-
iii- 1"" dia. = 196 Rft @ 109.20/Rft Rs.21403/-
1= 9 No @ 850.00/Each Rs.7650/-
3
= 3 No @ 6500.00/Each Rs.19500/-3
= 1 No @ 2100.00/Each Rs.2100/-
4i) 1" dia = 1 No @ 300.00/Each Rs.300/-
3/4" dia = 10 No @ 250.00/Each Rs.2500/-
= 1 No @ 17000.00/Rft Rs.17000/-
Total. Rs. 81724/-
Say Rs. 81700/-
DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT
Sui Gas Portion
P/F Sui Gas Gyser 30/35 Gal capacity floor type
(Ambassador/Nas Gas) i/c imported thermostate
and imported gauge meter with connection up
to nearest point of Gas water supply i/c carriage
from market to site of work complete in allres ects as a roved directed b the En ineer
P/F handle valve best quality
P/F sui gas lamp best quality
P/F sui gas heater double burner Corona/Fire
Sun made
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. ii) Medium Quality
P/F sui gas Chullah double burner best quality
as approved directed by the Engineer Incharge.
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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Sr. No. Amount
1 Rs. 506835.00
2 Rs. 20600.00
3 Rs. 10700.00
4 Rs. 21500.00
5
40 Rft @Rs.727.67/Rft Rs. 29107.00
Total: - Rs. 588742.00
Say. Rs. 589000.00
DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE
DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN
PUNJAB ONE AT I.A.T.I SARGODHA
CONSTRUCTION OF SERVANT QUARTER 400 SFT
(ABSTRACT OF COST)Description
Cost of Buildings Portion.
Cost of Electric Installation.
Cost of Sanitary Installation.
Cost of Gas Fittings
Construction of compund wall 4 1/2"
thick and 6' high above D.P.C
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1
H walls 1 2 x22-1/8 x3-1/4 x3 = 431 Cft1 2 x3-1/4 x2-1/2 x3 = 49 Cft1 x1 x10-1/4 x2-1/2 x3 = 77 Cft1 x2 x15-5/8 x3-1/4 x3 = 305 Cft 996Cft-Marked=A1 x1 x16 x2-1/2 x3 = 120 Cft1 x1 x3-1/2 x2 x 1/2 = 4 Cft1 x1 x9-1/2 x2 x 1/2 = 10 Cft
PP 1 x2 x50-5/8 x1-1/2 x 3/4 = 114 Cft 114Cft-Marked=BTotal = 1110 Cft @Rs.2795.75%oCft Rs. 3103/-
2
1 2 x22-1/8 x9-1/4 = 409 Sft1 2 x15-5/8 x9-1/4 = 289 Sft1 x2 x3-1/4 x8-1/2 = 55 Sft1 x1 x10-1/4 x8-1/2 = 87 Sft1 x1 x16 x8-1/2 = 136 Sft
Total = 976 Sft @Rs.522.40%Sft Rs. 5099/-3
996Cft x 1/3 x 3/4 = 249 Cft.
Total = 249 Cft @Rs.5930.55%Cft Rs. 14767/-4
114Cft x 1/2 = 57 Cft.
Total = 57 Cft @Rs.2158.20%Cft Rs. 1230/-
DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT
Building Protion
Excavation in foundation of
building, bridges and other
structures, including
dagbelling, dressing, refilling
around 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
Termite Proofing of Buildings
by spraying anti termite liquid
with chemical (Biflux or
Dursban) consisting of one
liter of chemical (Biflux or
Dursban) and 40 liter of
water for and area of 175Sft
as approved directed by the
Engineer Incharge.
P/Laying cement concret
brick or stone ballast 1-1/2"
to 2"gauge in foundation and
plinth.
i- 1:6:12 Ratio
ake Qty 3/16 of Item No.1 marked "A
Dry rammed brick or stone
ballast 1 1/2"-2" guage.
Take Qty 1/2 of Item No.1 marked "B"
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5
H walls A 1 x2 x21-1/8 x2-1/4 x 1/4 = 24 Cft.1 x2 x20-3/4 x1-7/8 x 1/4 = 19 Cft.1 x2 x20-3/8 x1-1/2 x 1/4 = 15 Cft.
1 x2 x20 x1-1/8 x 3/4 = 34 Cft.1 x1 x10-7/8 x1-7/8 x 1/4 = 5 Cft.1 x1 x11-1/4 x1-1/2 x 1/4 = 4 Cft.1 x1 x11-5/8 x1-1/8 x 1/4 = 3 Cft.1 x1 x12 x 3/4 x 3/4 = 7 Cft.1 x2 x3-7/8 x1-7/8 x 1/4 = 4 Cft.1 x2 x4-1/4 x1-1/2 x 1/4 = 3 Cft.1 x2 x4-5/8 x1-1/8 x 1/4 = 3 Cft.1 x2 x5 x 3/4 x 3/4 = 6 Cft.
V walls 1 x2 x16-5/8 x2-1/4 x 1/4 = 19 Cft.1 x2 x17 x1-7/8 x 1/4 = 16 Cft.
1 x2 x17-3/8 x1-1/2 x 1/4 = 13 Cft.1 x2 x17-3/4 x1-1/8 x 3/4 = 30 Cft.1 x1 x16-5/8 x1-7/8 x 1/4 = 8 Cft.1 x1 x17 x1-1/2 x 1/4 = 6 Cft.1 x1 x17-3/8 x1-1/8 x 1/4 = 5 Cft.1 x1 x17-3/4 x 3/4 x 3/4 = 10 Cft.
PP 1 x2 x50-5/8 x 3/4 x1-1/2 = 114 Cft.
Total. = 234 Cft @Rs.8883.30%Cft Rs. 20787/-6
H walls 2 x2 x20 x1-1/8 = 90 Sft.1 x1 x12 x 3/4 = 9 Sft.1 x2 x5 x 3/4 = 8 Sft.
V walls 2 x2 x17-3/4 x1-1/8 = 80 Sft.1 x1 x17-3/4 x 3/4 = 13 Sft.
Total.(A) = 200 Sft.D/D openings
Ver 1 x1 x12 x1-1/8 = 14 Sft.D1 1 x1 x3-1/2 x 3/4 = 3 Sft.D2 1 x1 x3 x 3/4 = 2 Sft.D3 1 x2 x2-1/2 x1-1/8 = 6 Sft.
Total.(B) = 25 Sft.
Net Total (A-B) = 175 [email protected]%Sft Rs. 4919/-
Pacca brick work with cement
sand mortar in foundation
and plinth.i) Ratio 1:6
Providing and laying damp
proof course of cement
concrete 1:2: 4(usingcement, sand and shingle),
including bitumen coating :-
(a) with one coat of bitumen
and one coat of polythene
sheet 500 gauge: i) 1-1/2"
thick.
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7
1 x1 x5 x1-1/8 = 6 Sft.1 x1 x12 x1-1/8 = 14 Sft.1 x1 x6 x1-1/8 = 7 Sft.1 x1 x11 x1-1/8 = 12 Sft.1 x1 x12 x1-1/8 = 14 Sft.1 x1 x5 x1-1/8 = 6 Sft.1 x1 x14 x1-1/8 = 16 Sft.1 x1 x4 x1-1/8 = 5 Sft.1 x1 x8-5/8 x1-1/8 = 10 Sft.
Total = 90 [email protected]%Sft Rs. 1845/-8
Take 2/3 of It 1110 x 2/3 = 740 Cft
Total. = 740 Cft @Rs.1346.40%oCft Rs. 996/-8-i
1 x1 x12 x11 x-35/2 = 2310 Sft.
1 x1 x12 x6 x-35/2 = 1260 Sft.1 x1 x5 x8-5/8 x-35/2 = 755 Sft.1 x2 x5 x4 x-35/2 = 700 Sft.
PP 1 x2 x44-1/8 x2-1/4 x1-1/8 = 223 Sft.1 x2 x46 x2-1/4 x1-1/8 = 233 Sft.
Total = 0 Sft.Net Qty. 0.0 ( - ) 740 = -740 [email protected]%oCft Rs. 0/-
9
1 x1 x12 x11 x-1/3 = 132 Sft.1 x1 x12 x6 x-1/3 = 72 Sft.1 x1 x5 x8-5/8 x-1/3 = 43 Sft.1 x2 x5 x4 x-1/3 = 40 Sft.
PP 1 x2 x44-1/8 x2-1/4 x 1/3 = 66 Cft1 x2 x46 x2-1/4 x 1/3 = 68 Cft
Total = 421 Cft @Rs.947.80%Cft Rs. 3990/-
Filling, watering, ramming,
earth under floor with i) withsurplus earth from
foundation, etc.
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) 1:3 a) 3/4" thick.
Filling, watering, ramming,
earth under floor with ii) New
earth excavated from out
side lead up to 3 miles.
Supply and filling of sand
under floor or plugging in
wells.
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10
sme Qty
of
It.No.9 421 = 421 Cft
Total = 421 Cft @Rs.2324.90%Cft Rs. 9788/-11
1 x2 x20 x1-1/8 x11 = 495 Cft.1 x1 x5 x 3/4 x11 = 41 Cft.1 x1 x12 x 3/4 x11 = 99 Cft.1 x2 x17-3/4 x1-1/8 x11 = 439 Cft.1 x1 x17-3/4 x 3/4 x11 = 146 Cft.
Kit cill 1 x2 x5 x1-1/2 x 1/2 = 8 Cft.Total. = 1228 Cft.
Deduction.
D1 1 x1 x3-1/2 x 3/4 x7 = 18 Cft.D2 1 x1 x3 x 3/4 x7 = 16 Cft.D3 1 x2 x2-1/2 x1-1/8 x7 = 39 Cft.W1 1 x1 x4 x 3/4 x4-1/2 = 14 Cft.W2 1 x1 x4 x1-1/8 x6-1/2 = 29 Cft.
Ver Ope 1 x1 x12 x1-1/8 x7-3/4 = 105 Cft.RCC linte 1 x1 x4-1/2 x 3/4 x 3/4 = 3 Cft.D2 1 x1 x4 x 3/4 x 3/4 = 2 Cft.D3 1 x2 x3-1/2 x1-1/8 x 1/2 = 4 Cft.W1 1 x1 x5 x 3/4 x 3/4 = 3 Cft.W2 1 x1 x5 x1-1/8 x 3/4 = 4 Cft.
1 x1 x13-1/2 x1-1/8 x1 = 15 Cft.Total Ded. = 252 Cft.
Net Qty. 1228 ( - ) 252 = 976 Cft @Rs.9506.35%Cft Rs. 92782/-11-i
Parapet 1 x2 x38-1/8 x 3/8 x 1/2 = 14 Cft1 x2 x39-1/8 x 3/4 x3-1/2 = 205 Cft1 x1 x5 x 3/8 x7 = 13 Cft
Total = 232 Cft @Rs.10038.05%Cft Rs. 23288/-12
Providing, laying, watering
and ramming brick ballast
1" to 2"(40 mm to 50 mm)
gauge mixed with 25% sand,
for floor foundation, complete
in all respects.
Pacca brick work c/s (1:6)
mortar in G.F
Pacca brick work with cement
sand mortar in Ground
floor.i) Ratio 1:4
Providing and laying reinforced cement concrete (including prestressed
concrete), using coarse sand and screened graded and washed aggregate,
in required shape and design,including forms, moulds, shuttering, lifting,
compacting,curing, rendering and finishing exposed surface, complete (but
excluding the cost of steel reinforcement, its fabrication and placing in
position, etc.):- (a) (i) Reinforced cement concrete in roof slab,
beams,columns lintels, girders and other structural members laid
in situ or precast laid in position, or prestressed members cast in situ,
complete in all respects:- (3) (c) Type C (nominal mix 1:2:4)
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RCC linte 1 x1 x4-1/2 x 3/4 x 3/4 = 3 Cft.D2 1 x1 x4 x 3/4 x 3/4 = 2 Cft.D3 1 x2 x3-1/2 x1-1/8 x 1/2 = 4 Cft.W1 1 x1 x5 x 3/4 x 3/4 = 3 Cft.W2 1 x1 x5 x1-1/8 x 3/4 = 4 Cft.
1 x1 x13-1/2 x1-1/8 x1 = 15 Cft.Roof
slab 1 x1 x20 x20 x 5/12 = 167 Cft.2 x2 x20 x 1/4 x3-1/2 = 70 Cft.
Total = 268 Cft. @Rs.201.95/Cft Rs. 54123/-13
268 x6.75 x0.454 = 821 Kg
= 821 Kg @Rs.8973.05%Kg Rs. 73669/-14
W1 1 x1 x4 x4-1/2 = 18 Sft.W2 1 x1 x4 x6-1/2 = 26 Sft.
Total = 44 [email protected]/Sft Rs. 15000/-15
1 x1 x12 x11 = 132 Sft.1 x1 x12 x6 = 72 Sft.1 x1 x5 x8-5/8 = 43 Sft.1 x2 x5 x4 = 40 Sft.
Total = 287 [email protected]%Sft Rs. 3637/-16
Room 1 x2 x(12 +11 ) x10-1/2 = 483 Sft.Ver 1 x2 x(12 +6-1/8) x10-1/2 = 381 Sft.Kit 1 x2 x(5 +8-5/8) x10-1/2 = 286 Sft.
1 x2 x(5 +4 ) x6 = 108 Sft.1 x2 x(5 +4 ) x10-1/2 = 189 Sft.
Parapet 1 x2 x(18-1/2 +18-1/8) x3-1/2 = 256 Sft.Total = 1703 [email protected]%Sft Rs. 16873/-
Take Qty 6.75Lbs/cft of Item No.12
Providing and fixing windows consisting of M.S. box
section frame 2"x1", (50x40mm) leaves frame 1"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 "x"
(13x13mm) of 16 SWG for fixing 24 SWG wire gauze on
outer side by means of "x1/8" (20x3mm) M.S. flat and
screws including grill of M.S. flat "x1/8" (13x3mm) or
"x" (6x6mm) square bar with independent frame of
"x" (13x13mm) box section of 16 SWG i/c all C.P.
fitting and painting 3 coats complete in all respect.
Cement plaster 3/8" (10 mm)
thick under soffit of
R.C.C.roof slabs , 1:2 ratio.
1/2" thick cement plaster 1:4
upto 20' (6.00 mm) height:-
Fabrication of M.S reinforcement i/c cutting bending
binding laying in postion making joints and fastenings
inculding cost of binding wire and labour charges for
binding of steel reinforcement (also includes removal of
rust from bars):- b- deformad bars
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17
Room 1 x2 x(20 +20 ) x16-1/2 = 1320 Sft.Total (A) = 1320 Sft.
D/D
D3 1 x2 x2-1/2 x7 = 35 SftW2 1 x1 x4 x6-1/2 = 26 Sft
Ver 1 x1 x12 x7-3/4 = 93 SftTotal (B) = 154 Sft
= 1166 [email protected]%Sft Rs. 14913/-
18
D1 1 x1 x3-1/2 x7 = 25 Sft.D2 1 x1 x3 x7 = 21 Sft.D3 1 x2 x2-1/2 x7 = 35 Sft.CY 1 x1 x4 x7 = 28 Sft.
Total = 109 [email protected]/Sft Rs. 53203/-18-i
x1 x8 = 4 No @Rs.124.65/E Rs. 499/-19
Roof 1 x1 x18-1/2 x18-7/8 = 349 Sft.Total = 349 Sft.
Deduction.
Khurra 1 x1 x2 x2 = 4 Sft.
Total = 4 Sft.Net Qty 349 ( - ) 4 345 [email protected]%Sft Rs. 13744/-
20
= 1 No.
Total. = 1 [email protected]/Each Rs. 282/-21
iii- 4" di 1 x ( 13 ) = 13 Rft @Rs.222.20/Each Rs. 2889/-
Khuras on roof 2'x2'x6" (600
x 600 x 150 mm)
P/F deodar wood panelled or
panelled with glazed doors
and windows with M.S
chowkat consisting of M.S
angle iron 1 1 /2"x 1
1/2"x1/4" welded with M.S
flat 1 1/2"x1/4" complete.
P/F iron sliding bolts to doors 12"
Providing, laying, cutting, jointing,
testing and disinfecting ditto Providing
and installing specials
pipe line in trenches with P.V.C. pipes of
B.S.S. with `D'
Class working pressure complete in all
respects:-
Rain water down pipes
Cement pointing (1:2) struck
joints on walls mixed with red
oxide pigment to match the
colour of bricks.
Net Total (A-B)
Single layer of tiles 9"x4"x1" (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 DPC under floors and onroofs etc 500 gauge.
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22
= 2 No @Rs.315.70/Each Rs. 631/-
23
Take
Double
of
It.No.1
8
Doors 109 x2 = 218 Sft.
Total = 218 [email protected]%Sft Rs. 2222/-24
1 x2 x(26 +19-5/8) x3 = 274 Sft.Total = 274 Cft @Rs.2143.05%Sft Rs. 5872/-
25
1 x1 x20 x15 = 300 Sft.Total = 300 Cft @Rs.1952.60%Sft Rs. 5858/-
26
1 x1 x12 x11 x-1/3 = 132 Sft.1 x1 x12 x6 x-1/3 = 72 Sft.1 x1 x5 x8-5/8 x-1/3 = 43 Sft.1 x2 x5 x4 x-1/3 = 40 Sft.
PP 1 x1 x260 x4 = 1040 SftTotal = 1040 Sft @Rs.2988.60%Cft Rs. 31081/-
Providing and installing P.V.C. bends, of
B.S.S. class "D" working pressure.
Dry brick paving laid flat, sand grouted, including
preparation of bed by watering, ramming and bringing the
same to proper camber, by "(13 mm) thick mud plaster
Painting new surface:-
Preparing surface and
painting of doors and
windows any type (including
edges):- 3 coats.
P/L 1 1/2" thick topping C
conc (1:2:4) i/c placing
mixing finishing curing etc
complete.1 1/2" thick
Providing and laying
conglomerate flooring (two
coat work) with top layer of
"(13mm)thick wearing
surface, for panelling,consisting of one part of
cement and 2 parts of
stonechips passing 3/16"(6
mm) sieve, over bottom layer
ofcement concrete
1:3:6,including surface
finishing anddividing in
panels i/c rubbing.
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26-i
1 x2 x(12 +11 ) x 1/2 = 23 Sft.1 x2 x(12 +6 ) x 1/2 = 18 Sft.1 x2 x(5 +5-5/8) x 1/2 = 11 Sft.2 x2 x(5 +4 ) x 1/2 = 18 Sft.
D1 1 x1 x3-1/2 x 3/4 = 3 Sft.D2 1 x1 x3 x 3/4 = 2 Sft.D3 1 x2 x2-1/2 x1-1/8 = 6 Sft.Step 1 x1 x13 x2 = 26 Sft.
1 x1 x12 x 3/4 = 9 Sft.Total = 116 Cft @Rs.1929.65%Sft Rs. 2238/-
27
1040 x 60% = 624 Rft
Total = 624 Rft @ 5.30/Rft Rs.3307/-
28
bath 1 x2 x5 x4 = 40 Sft
Total = 40 Sft @Rs.7397.00%Sft Rs. 2959/-29
bath 2 x2 x(5 +4 ) x5 = 180 SftTotal = 180 Cft @Rs.7999.80%Sft Rs. 14400/-
30
Take
Qty
item
No.16(Plaster
) = 1703 Sft.
Total = 1703 Sft @Rs.254.00%Sft Rs. 4326/-31
Providing and fixing marble
strip of any shade for dividingthe mosaic flooring into
panels.
a) Size 1" x 3/8" (40 x 10
mm)
Take 70% Qty of
1/2" thick c/s (1:3) plaster
and polythene sheet 500
gauge under bearing of RCC
slab.
P/L floor of approved quality
coloured glazed tiles over
3/4" thick c/s (1:3) plaster
com lete.
P/L dado of approved
coloured glazed tiles 1/4"
thick over 3/4" thick c/s (1:3)
plaster complete.
Distempering 3 coats on new
surface.
Providing grey cement
skirting or dado 3/8"(10 mm)
thick
including rounding of corner
and straight ening of top
edge
and finishing to smooth
surface afterplastering :-
(1:3) cement sand mortar.
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Take
Qty
iten
No.6 A
DPC = 200 Sft
Total = 200 Sft @Rs.1257.60%Sft Rs. 2515/-
Total Rs. 506835/-
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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1
45.0 m @ 77.25/m Rs.3476/-
2
i- 3/0.029"
100 m @ 27.00/m Rs.2700/-
3
= 30 Rft
Total 30 Rft @ 28.10/Rft Rs.843/-
4
8 NoTotal 8 No @ 93.10/Each Rs.745/-
2 No
Total 2 No @ 129.70/Each Rs.259/-
5
= 3 No @ 479.80/Each Rs.1439/-
6
= 3 No @ 21.30/Each Rs.64/-
8
= 2 No @ 361.05/Each Rs.722/-
9
= 3 No @ 20.00/Each Rs.60/-
10
= 2 No @ 1600.00/Each Rs.3200/-
11
= 3 No @ 61.90/Each Rs.186/-
DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT
Supply and Erection of 3 pin wall socket 5AMP
(Electric Installation Portion)
Supply and Erection of PVC pipe for wiring on resessed
i/c inspection boxes pull boxes hook bends reducer
and prepairing surface etc complete. 3/4" dia
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 and
capping/G.I.wire/trenches (rate for cables only):-
a) 250/440 volts, PVC insulated:
Supply and erection of copper conductor cables forservice connection, in prelaid pipe/G.I. wire/trenches,
etc. (rate for cable only):- c) PVC insulated, PVC
sheathed 2 core, 250/440 volt:- vi) (7/0.029")
Cost of ceiling fans 56" sweep of approved firm
like,GFC,Pak,Royal,Younis,fan with regulator i/c
carriage from local market to site of work etc.
Supply and erection of tube light, including rod, choke,
starter with frame, flexible wire, including connection
from ceiling rose, etc., complete.ii) single rod (40
watts) with one choke and one starter.
Supply and Erection of button holder backlite large size.
S/E of wall type pole type bracket with double coverwater tight flexible wire and brass holder complete
Supply and erection of M.S. sheet box of 16 SWG, 10
cm (4") deep, with 4.75 mm thick (3/16") bakelite
sheet top, for recessed wiring, including making holes
for regulators, switches, plugs, etc.
i) 10 x 10 cm (4"x4")
ii) 17.5 x 10 cm (7"x4")
Supply and erection of ceiling rose, bakelite.
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11-i
= 1 No @ 76.30/Each Rs.76/-
12
= 1 No @ 189.30/Each Rs.189/-
13
= 2 No @ 136.10/Each Rs.272/-
14
= 2 No @ 26.10/Each Rs.52/-
15
30/35 Amp 500 V1 x ( 1 ) = 1 No @ 1345/Each Rs.1345/-
17
= 1 No
Total 1 No @ 2039.20/Rft Rs.2039/-
18
= 1 job
Total 1 Job @ 2932.35/Rft Rs.2932/-
Total. Rs. 20599/-
Say Rs. 20600/-
S/E of iron/aluminum clad 500 Volts main switch with
kit kat fuses double pole 30/35 Amp
Earthing of iron clad/aluminum switches, etc. with G.I.
wire No.8 SWG in G.I. pipe 15 mm (") dia, recess ed
or on surface ofwall and floor, complete with 1.5 metre
long G.I. pipe, 50 mm (2") dia with reducing socket 4
to 5 metre below ground level,
and 2 metre away from building plinth.
Providing and fixing M.S. iron box for housing main
switches, made of 1.5 mm (1/16") thick M.S. sheet,with locking arrangement, including painting:-
(24"x14"x6")
Supply and erection of 3 pin 10/15 Amp. wall
socket
recessed type.
Supply and erection of call bell 220/250 volts, fixed on
teak wood board 17.5x10 cm (7"x4").
Erection of ceiling fan alongwith regulator (all sizes),
including carriage from local Railway Station/Store to
site of work,electric wire/cable for suspension rod andboard connection,and cutting, threading on the rod,
where necessary.
Supply and erection of 3/8" (10 mm) dia M.S. bar fan
hook,placed at the time of casting of slab.
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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2
= 1 No @ 1302.10/Each Rs.1302/-
3
= 1 No @ 1302.10/Each Rs.1302/-
5
= 1 No @ 314.00/Each Rs.314/-
6
= 1 No @ 174.80/Each Rs.175/-7
= 4 No @ 300.80/Each Rs.1203/-
8
= 2 No @ 500.60/Each Rs.1001/-
9
= 1 No @ 2319.90/Each Rs.2320/-
10
= 1 No @ 604.75/Each Rs.605/-
11
= 2 No @ 428.00/Each Rs.856/-
12
= 2 No @ 334.30/Each Rs.669/-
13
= 1 No @ 345.25/Each Rs.345/-
14
DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT
( Sanitary Installation Portion)
P/F gully trap i/c C conc cost of PVC grating 6"x6"and masonary chamber complete.
P/F shower rose 1/2"x4"
Providing and fitting glazed earthen ware water
closet
orrisa pattern complete i/c cost of P trap glazed.
P/F plastic made low level flushing cistern 3 Gal
capacity complete.
P/F C.P stop cock 1/2" dia
P/F C.P bib cock 1/2" dia
Providing and fitting glazed earthen ware wash
hand basin 56x40 cm (22"x16") including bracketset, waste pipe and waste coupling, etc. i)
Coloured, with pedestal
Providing and fitting, chromium plated or brass
oxidised, swan neck cock 15 mm (" dia. i) twoway
Providing and fixing chromium plated tee stop cock15mm (").
Providing and fixing, floor trap of cast iron,
including concrete chamber all round, and C.I.grating:-i) 10x5 cm (4"x3")
Providing and fixing looking glass 55x40 cm(22"x16") size, and 5 mm thick, first quality.
Providing and fixing glass shelf 60x13 cm (24"x5"),
with5mm thick glass:- i) with chromium plated brackets
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= 1 No @ 322.15/Each Rs.322/-
15
= 1 No @ 324.80/Each Rs.325/-
12
iii- 4" dia. 4 x ( 15 ) = 60 Rft @ 222.20/Rft Rs.13332/-
Providing and fitting:-i) chromium plated towel
rail60 cm (24") long, and 2 cm (") dia.
Providing, laying, cutting, jointing, testing and
disinfecting ditto Providing and installing specialspipe line in trenches with P.V.C. pipes of B.S.S.
with `D'Class working pressure complete in all respects:-
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13
= 8 No @ 315.70/E Rs.2526/-13-i
= 8 No @ 957.10/E Rs.7657/-
19
i- 1/2" dia. = 40 Rft @ 57.90/Rft Rs.2316/-
ii- 3/4" dia. = 20 Rft @ 73.65/Rft Rs.1473/-20
= 20 Rft @ 100.15/Rft Rs.2003/-Total. Rs. 10739/-
Say Rs. 10700/-
Providing, laying, cutting, jointing, testing anddisinfecting G.I. pipeline in trenches, with socket
joints, using G.I.pipes of B.S.S. 1387-1967complete in all respects, with specials and valves.ii) Medium Quality
Providing and laying R.C.C. pipe, moulded withcement Chapter - 8 concrete 1:1:3, with spigot
socket or collar joint, etc. including cost of
reinforcement, conforming to B.S. 5911:Part I:1981, Class "L" including carriage of pipe
fromfactory to site of work, lowering in trenches tocorrectalignment and grade, jointing, cutting pipeswhere necessary, finishing and testing, etc.,
com lete. 6" dia
Providing and installing P.V.C. bends, of B.S.S.
class "D" working pressure.
Providing and installing P.V.C. tees, of B.S.S. class"D" working pressure.
Sub Divisional OfficerProvincial Buildings Sub Division-I
Sargodha
Executive EngineerProvincial Buildings Division
Sargodha
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1
i- 1/2" dia. = 50 Rft @ 57.90/Rft Rs.2895/-
ii- 3/4" dia. = 20 Rft @ 73.65/Rft Rs.1473/-
iii- 1"" dia. = 40 Rft @ 109.20/Rft Rs.4368/-
1
= 3 No @ 850.00/Each Rs.2550/-
3
= 1 No @ 6500.00/Each Rs.6500/-
3
= 1 No @ 2100.00/Each Rs.2100/-
4i) 1" dia = 2 No @ 300.00/Each Rs.600/-
3/4" dia = 4 No @ 250.00/Each Rs.1000/-
Total. Rs. 21486/-
Say Rs. 21500/-
DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 400 SFT
( Sui Gas Portion)
P/F sui gas Chullah double burner best quality
as approved directed by the Engineer Incharge.
P/F handle valve best quality
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. ii) Medium Quality
P/F sui gas lamp best quality
P/F sui gas heater double burner Corona/Fire
Sun made
Sub Divisional Officer
Provincial Buildings Sub Division-ISargodha
Executive Engineer
Provincial Buildings DivisionSargodha
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Sr. No.
1 Rs.
2 Rs.
3 Rs.
4 Rs.
5
99 Rft @Rs.727.67/Rft Rs.
Total: - Rs.
Say. Rs.
DETAILED ESTIMATE FOR THE WORK HUMAN RESO
DEVELOPMENT FOR IMPROVEMENT OF EXTENSION S
PUNJAB ONE AT I.A.T.I SARGODHA
CONSTRUCTION OF STAFF QUARTER G 1-10 (990
(ABSTRACT OF COST)Description
Cost of Buildings Portion.
Cost of Electric Installation.
Cost of Sanitary Installation.
Cos