civil engg project est mat ion

8/2/2019 Civil Engg Project Est Mat Ion

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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



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


Provincial Buildings Sub Division-ISargodha


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:

""


12/143

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.


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.


13/143

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


14/143

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.


15/143

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.


16/143

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.


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.


17/143

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)


Sargodha


Sargodha


18/143

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/-




CONSTRUCTION OF RESIDENCE G 18-19




Cost of Sanitary Installation.


Construction of compund wall 4 1/2"

thick and 6' high above D.P.C


19/143

u v s ona cerProvincial Buildings Sub Division-I

Sargodha

xecu ve ng neerProvincial Buildings Division

Sargodha


20/143

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


21/143

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.


22/143

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"


23/143

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.


24/143

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.


25/143

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.


26/143

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:


27/143

271 x1 x10-3/8 x2 = 21 Sft.1 x2 x30 x2 = 120 Sft.


Take 2/3 of It4715 x 2/3 = 3145 Cft

Total. = 3145 [email protected]%oCft

Rs. 4234/-


under floor with i) with surplus

earth from foundation, etc.


28/143

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


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 )


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


29/143

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


30/143

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)


31/143

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


32/143

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.


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.


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:-


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.


33/143

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.


Beds 1 x4 x8 x10-1/2 = 336 Sft.


1 x1 x24 x4-3/4 = 114 Sft.


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.


34/143

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.


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.


35/143

3525

= 12 No @Rs.469.30/Each Rs. 5632/-

26

361 x2 = 722 Sft.


Take

Double of

It.No.17

Providing and installing P.V.C.

bends, of B.S.S. class D working

pressure.


surface and painting of doors

and windows any type (including

edges):- 3 coats.


36/143

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.


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.


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


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


37/143

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


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.


38/143

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


Porch 1 x1 x21 x20 = 420 Sft.Gate to P 1 x1 x10 x20 = 200 Sft.


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


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.


surface.


39/143

391 x2 x36-1/8 = 72 Rft

Total = 415 Rft @Rs.6.85/Rft Rs. 2843/-

Total Rs. 3185711/-


Sargodha


Sargodha


40/143

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/-


2 No

Total 2 No @ 329.25/Each Rs.659/-

5

= 17 No @ 479.80/Each Rs.8157/-


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.


41/143

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.


42/143

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.


Sargodha


Sargodha


43/143

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/-


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.


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.


44/143

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.


Sargodha


Sargodha


45/143

45


46/143

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/-


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



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.


Sargodha


Sargodha


47/143


48/143

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




CONSTRUCTION OF SERVANT QUARTER 400 SFT






Construction of compund wall 4 1/2"

thick and 6' high above D.P.C


49/143

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


996Cft x 1/3 x 3/4 = 249 Cft.


114Cft x 1/2 = 57 Cft.


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"


50/143

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/-


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.


51/143

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.


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


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.


52/143

10

sme Qty

of

It.No.9 421 = 421 Cft


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


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


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)


53/143

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.


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.


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


54/143

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.


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)


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.


55/143

22

= 2 No @Rs.315.70/Each Rs. 631/-

23

Take

Double

of

It.No.1

8

Doors 109 x2 = 218 Sft.


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.


56/143

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


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.


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.


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.


57/143

Take

Qty

iten

No.6 A

DPC = 200 Sft

Total = 200 Sft @Rs.1257.60%Sft Rs. 2515/-

Total Rs. 506835/-


Sargodha


Sargodha


58/143

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


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/-


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.


59/143

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.


Sargodha


Sargodha


60/143


61/143

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


( 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"


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


62/143

= 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.


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:-


63/143

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.


Sargodha


Sargodha


64/143

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



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


Provincial Buildings Sub Division-ISargodha

Executive Engineer

Provincial Buildings DivisionSargodha


65/143


66/143

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


CONSTRUCTION OF STAFF QUARTER G 1-10 (990





Cos

civil engg project est mat ion

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