Sample estimate for Civil engg Estimation in MS Excel

GOVERNMENT OF PUNJAB

PROVINCE PUNJAB

STATION SARGODHA

PROVINCIAL BUILDINGS DIVISIONDIVISION SARGODHA

SUB DIVISION PROVINCIAL BUILDINGS SUB DIVISION-I SARGODHA

NAME OF WORK

MINOR HEAD

MAJOR HEAD

ESTIMATED COST Rs. In Millions 29.479

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)

Sr. No. Description Amount

1 Main Building Rs.4726000/-

2 Residence Grade 18-19 Rs.3709000/-

3 Servant Quarter 400 Sft Rs.589000/-

4 Residence G 1-10 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

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/-

OR Rs. in Millions 29.479

Improvement/Renovation of Main Office Building

Add WAPDA and Sui Gas connection charges

Sub Divisional OfficerProvincial Buildings Sub Division-I

Sargodha

Executive EngineerProvincial Buildings Division

Sargodha

(ABSTRACT OF COST)

Sr. No. Description

1 Cost of Buildings Portion. Rs.

2 Cost of Electric Installation. Rs.

3 Cost of Gas Fittings Rs.

Total: - Rs.

Say. Rs.

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


Sargodha


Sargodha

(ABSTRACT OF COST)

Amount

4420150.00

223000.00

83000.00

4726150.00

4726000.00





Sargodha

Building Protion

1

H wall 1 2 x54-1/8 x10 x4 = 4330 Cft

1 x3 x24-1/8 x7 x4 = 2027 Cft

1 x1 x19-1/8 x6 x4 = 459 Cft

1 x1 x48-3/8 x8 x4 = 1548 Cft 13562Cft-Marked=A

V walls 1 x2 x41-1/8 x6 x4 = 1974 Cft

1 x2 x48-7/8 x8 x4 = 3128 Cft

1 x1 x4 x6 x4 = 96 CftPP 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 Cft

1 x2 x15 x4 x1 = 120 Cft

Total = 14159 Cft @Rs.2795.75%oCft

2

2 x1 x54-1/8 x26 = 2815 Cft

3 x1 x24-1/8 x23 = 1665 Cft

1 x1 x19-1/8 x22 = 421 Cft

1 x1 x48-3/8 x24 = 1161 CftV walls 2 x1 x41-1/8 x22 = 1810 Cft

2 x1 x48-7/8 x24 = 2346 Cft

1 x1 x4 x22 = 88 Cft

1 x1 x60 x30 = 1800 Cft

2 x1 x30 x20 = 1200 Cft

1 x1 x54 x15-1/2 = 837 Cft

Total = 14143 Cft @Rs.522.40%Sft

3

13562Cft x 1/4 x 3/4 = 2543 CftTotal 2543 Cft @Rs.5384.55%Cft

4

597Cft x 2/3 = 0 CftTotal 0 Cft @Rs.2158.20%Cft


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

Take Qty 3/16 of Item No.1 marked "A"

P/Laying watering ramming brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.

Take Qty 1/2 of Item No.1 marked "B"

5

A 1 x2 x70-1/8 x9 x 1/4 = 316 Cft

1 x2 x69-3/4 x8-5/8 x 1/4 = 301 Cft

1 x2 x69-3/8 x8-1/4 x 1/4 = 286 Cft

1 x2 x69 x7-7/8 x 1/4 = 272 Cft

1 x2 x68-5/8 x7-1/2 x 1/4 = 257 Cft

1 x2 x68-1/4 x7-1/8 x 1/4 = 243 Cft

1 x2 x67-7/8 x6-3/4 x 1/4 = 229 Cft

1 x2 x67-1/2 x6-3/8 x 1/4 = 215 Cft

1 x2 x67-1/8 x6 x 1/4 = 201 Cft

1 x2 x66-3/4 x5-5/8 x 1/4 = 188 Cft

1 x2 x66-3/8 x5-1/4 x 1/4 = 174 Cft

1 x2 x66 x4-7/8 x 1/4 = 161 Cft

1 x2 x65-5/8 x4-1/2 x 1/4 = 148 Cft

1 x2 x65-1/4 x4-1/8 x 1/4 = 135 Cft

1 x2 x64-7/8 x3-3/4 x 1/4 = 122 Cft

1 x2 x64-1/2 x3-3/8 x 1/4 = 109 Cft

1 x2 x64-1/8 x3 x 1/4 = 96 Cft

1 x2 x63-3/4 x2-5/8 x 1/4 = 84 Cft

1 x2 x63-3/8 x2-1/4 x 1/4 = 71 Cft

1 x2 x63 x1-7/8 x 1/4 = 59 Cft

1 x2 x62-5/8 x1-1/2 x 1/4 = 47 Cft

1 x2 x62-1/4 x1-1/8 x2 = 280 CftB 1 x2 x49-3/8 x7-1/2 x 1/4 = 185 Cft

1 x2 x49 x7-1/8 x 1/4 = 175 Cft

1 x2 x48-5/8 x6-3/4 x 1/4 = 164 Cft

1 x2 x48-1/4 x6-3/8 x 1/4 = 154 Cft

1 x2 x47-7/8 x6 x 1/4 = 144 Cft

1 x2 x47-1/2 x5-5/8 x 1/4 = 134 Cft

1 x2 x47-1/8 x5-1/4 x 1/4 = 124 Cft

1 x2 x46-3/4 x4-7/8 x 1/4 = 114 Cft

1 x2 x46-3/8 x4-1/2 x 1/4 = 104 Cft

1 x2 x46 x4-1/8 x 1/4 = 95 Cft

1 x2 x45-5/8 x3-3/4 x 1/4 = 86 Cft

1 x2 x45-1/4 x3-3/8 x 1/4 = 76 Cft

1 x2 x44-7/8 x3 x 1/4 = 67 Cft

1 x2 x44-1/2 x2-5/8 x 1/4 = 58 Cft

1 x2 x44-1/8 x2-1/4 x 1/4 = 50 Cft

1 x2 x43-3/4 x1-7/8 x 1/4 = 41 Cft

1 x2 x43-3/8 x1-1/2 x 1/4 = 33 Cft

1 x2 x43 x1-1/8 x3 = 290 CftC 1 x1 x17-5/8 x4-1/2 x 1/4 = 20 Cft

1 x1 x18 x4-1/8 x 1/4 = 19 Cft

1 x1 x18-3/8 x3-3/4 x 1/4 = 17 Cft

1 x1 x18-3/4 x3-3/8 x 1/4 = 16 Cft

1 x1 x19-1/8 x3 x 1/4 = 14 Cft

1 x1 x19-1/2 x2-5/8 x 1/4 = 13 Cft

1 x1 x19-7/8 x2-1/4 x 1/4 = 11 Cft

Pacca brick work with cement sand mortar in foundation and plinth.i) Ratio 1:6

1 x1 x20-1/4 x1-7/8 x 1/4 = 9 Cft

1 x1 x20-5/8 x1-1/2 x 1/4 = 8 Cft

1 x1 x21 x1-1/8 x 1/4 = 6 Cft

1 x1 x21-3/8 x 3/4 x4 = 64 CftD 1 x1 x52-1/16 x6 x 1/4 = 78 Cft

1 x1 x52-7/16 x5-5/8 x 1/4 = 74 Cft

1 x1 x52-13/16 x5-1/4 x 1/4 = 69 Cft

1 x1 x53-3/16 x4-7/8 x 1/4 = 65 Cft

1 x1 x53-9/16 x4-1/2 x 1/4 = 60 Cft

1 x1 x53-15/16 x4-1/8 x 1/4 = 56 Cft

1 x1 x54-5/16 x3-3/4 x 1/4 = 51 Cft

1 x1 x54-11/16 x3-3/8 x 1/4 = 46 Cft

1 x1 x55-1/16 x3 x 1/4 = 41 Cft

1 x1 x55-7/16 x2-5/8 x 1/4 = 36 Cft

1 x1 x55-13/16 x2-1/4 x 1/4 = 31 Cft

1 x1 x56-3/16 x1-7/8 x 1/4 = 26 Cft

1 x1 x56-9/16 x1-1/2 x 1/4 = 21 Cft

1 x1 x56-15/16 x1-1/8 x3-1/4 = 208 CftV walls E 1 x2 x22-1/8 x5-1/4 x 1/4 = 58 Cft

1 x2 x22-1/2 x4-7/8 x 1/4 = 55 Cft

1 x2 x22-7/8 x4-1/2 x 1/4 = 51 Cft

1 x2 x23-1/4 x4-1/8 x 1/4 = 48 Cft

1 x2 x23-5/8 x3-3/4 x 1/4 = 44 Cft

1 x2 x24 x3-3/8 x 1/4 = 41 Cft

1 x2 x24-3/8 x3 x 1/4 = 37 Cft

1 x2 x24-3/4 x2-5/8 x 1/4 = 32 Cft

1 x2 x25-1/8 x2-1/4 x 1/4 = 28 Cft

1 x2 x25-1/2 x1-7/8 x 1/4 = 24 Cft

1 x2 x25-7/8 x1-1/2 x 1/4 = 19 Cft

1 x2 x26-1/4 x1-1/8 x3-3/4 = 221 CftF 1 x2 x23-5/8 x6 x 1/4 = 71 Cft

1 x2 x24 x5-5/8 x 1/4 = 68 Cft

1 x2 x24-3/8 x5-1/4 x 1/4 = 64 Cft

1 x2 x24-3/4 x4-7/8 x 1/4 = 60 Cft

1 x2 x25-1/8 x4-1/2 x 1/4 = 57 Cft

1 x2 x25-1/2 x4-1/8 x 1/4 = 53 Cft

1 x2 x25-7/8 x3-3/4 x 1/4 = 49 Cft

1 x2 x26-1/4 x3-3/8 x 1/4 = 44 Cft

1 x2 x26-5/8 x3 x 1/4 = 40 Cft

1 x2 x27 x2-5/8 x 1/4 = 35 Cft

1 x2 x27-3/8 x2-1/4 x 1/4 = 31 Cft

1 x2 x27-3/4 x1-7/8 x 1/4 = 26 Cft

1 x2 x28-1/8 x1-1/2 x 1/4 = 21 Cft

1 x2 x28-1/2 x1-1/8 x3-1/4 = 208 CftF1 1 x2 x23-5/8 x6 x 1/4 = 71 Cft

1 x2 x24 x5-5/8 x 1/4 = 68 Cft

1 x2 x24-3/8 x5-1/4 x 1/4 = 64 Cft

1 x2 x24-3/4 x4-7/8 x 1/4 = 60 Cft

1 x2 x25-1/8 x4-1/2 x 1/4 = 57 Cft

1 x2 x25-1/2 x4-1/8 x 1/4 = 53 Cft

1 x2 x25-7/8 x3-3/4 x 1/4 = 49 Cft

1 x2 x26-1/4 x3-3/8 x 1/4 = 44 Cft

1 x2 x26-5/8 x3 x 1/4 = 40 Cft

1 x2 x27 x2-5/8 x 1/4 = 35 Cft

1 x2 x27-3/8 x2-1/4 x 1/4 = 31 Cft

1 x2 x27-3/4 x1-7/8 x 1/4 = 26 Cft

1 x2 x28-1/8 x1-1/2 x 1/4 = 21 Cft

1 x2 x28-1/2 x1-1/8 x 1/4 = 16 Cft

1 x2 x28-7/8 x 3/4 x3 = 130 CftG 1 x2 x10-15/16 x5-1/4 x 1/4 = 29 Cft

1 x2 x11-5/16 x4-7/8 x 1/4 = 28 Cft

1 x2 x11-11/16 x4-1/2 x 1/4 = 26 Cft

1 x2 x12-1/16 x4-1/8 x 1/4 = 25 Cft

1 x2 x12-7/16 x3-3/4 x 1/4 = 23 Cft

1 x2 x12-13/16 x3-3/8 x 1/4 = 22 Cft

1 x2 x13-3/16 x3 x 1/4 = 20 Cft

1 x2 x13-9/16 x2-5/8 x 1/4 = 18 Cft

1 x2 x13-15/16 x2-1/4 x 1/4 = 16 Cft

1 x2 x14-5/16 x1-7/8 x 1/4 = 13 Cft

1 x2 x14-11/16 x1-1/2 x 1/4 = 11 Cft

1 x2 x12-1/4 x1-1/8 x 1/4 = 7 Cft

1 x2 x12-5/8 x 3/4 x3-1/2 = 66 CftToe wall 2 x1 x87-1/4 x 3/4 x3-1/2 = 458 Cft

2 x1 x36-3/4 x 3/4 x3-1/2 = 193 Cft

1 x1 x54-1/4 x 3/4 x3-1/2 = 142 Cft

2 x1 x15 x4 x2 = 240 Cft

2 x1 x15 x3 x 1/2 = 45 Cft

2 x1 x15 x2 x 1/2 = 30 Cft

Total = 10809 Cft @Rs.8354.70%Cft

12

Lintels

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 Cft

2 x4 x3 x 1/2 x2-1/2 =

30 Cft

2 x2 x6-3/4 x 1/2 x2-1/2 =

34 Cft

7 x1 x6-1/2 x1-1/2 x 3/4 =

51 Cft

6 x1 x15-3/8 x 3/4 x 3/4 =

52 Cft

6 x1 x6-1/2 x 3/8 x 3/8 =

5 Cft

7 x1 x5-1/2 x 3/4 x 3/8 =

11 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)

W1 lintel and design

Purgolas VertPurgolas HorW3 lintel and designW1 design vertDesign bracingW3 Design Vert

2 x1 x19-1/8 x2-1/4 x 3/4

=

65 Cft2 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 Cft

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

1 x1 x10 x1-1/8 x1

=

11 Cftbeams lab 3 x1 x32-1/4 x1-1/2 x2 = 290 CftC rooms 2 x1 x21-7/8 x1-1/4 x1-1/2 = 82 Cft

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 32/97 x3 = 273 Cft

Total = 3010 Cft @Rs.201.95/Cftii) -do- in slab of raft strip foundation complete.B.P 5 x2 x3 x1-1/8 x 3/4 = 25 Cft.Front desig 2 x1 x5 x5 x 5/8 = 31 Cft.W1 design f6 x1 x2 x2 x 5/8 = 15 Cft.

Total. = 71 [email protected]/Cft

13

3010 x6.75 x0.454 = 9224 Kg

71 x6.75 x0.454 = 218 Kg

= 9442 Kg @Rs.8973.05%Kg

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.

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

Front designs vert portion

Office window lintel

D3 two no combined linel

Roof slab C rooms

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-

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:

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.


8

Take 2/3 of It.N Cft x 2/3 = 14159 Cft

Total. = 14159 [email protected]%oCft

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 Cft

1 x1 x8 x16-3/4 x1-3/4 = 235 Cft

1 x1 x8 x10 x1-3/4 = 140 Cft

1 x 1/2 x35-1/4 x15-1/2 x1-3/4 = 478 Cft

PP 1 x1 x260 x3-1/4 x1 = 845 Cft

1 x1 x60 x27 x1 = 1620 Cft

1 x1 x13-1/4 x17-1/8 x1 = 227 Cft

Total = 10287 Cft

Net Qty. ### ( - ) 14159 = -3872 [email protected]%oCft12 P/L c conc plain (1:2:4) i/c placing mixing finishing curing etc complete.

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

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.

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 i) with surplus earth from foundation, etc.

Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles.

Pacca brick work c/s (1:6) mortar in G.F

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

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

18-iP/F iron sliding bolts to doors 12" lon = 7 No @Rs.124.65/E18

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.


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.

Providing and fixing steel windows with openable glazedpanels, using beam section for frame 1½"x1"x5/8"x1/8" For fixed pannels, the composite(40x25x16x3 mm), Z-section for leaves ¾"x1"x¾"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 ½"x1/8" (13mm x 3mm) grill Per Sft.including ¾" x 1/8" (20 mmx3 mm) M.S. flat frame, in windows of approved design, including painting three coats, complete in all respects.

22

C rooms 1 x1 x61-1/2 x31-1/2 = 1937 Sft

1 x1 x31-1/2 x32-1/4 = 1016 Sft

1 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

23

= 6 No @Rs.281.80/E

24

1 x10 x16 = 160 Rft.Total = 160 [email protected]/Rft

25

1 x10 x1 = 10 No @Rs.469.30/Each

25

1 x10 x1 = 10 No @Rs.957.10/Each

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

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.

Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating sand blinded i/c supplying and laying polythene sheet over 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:- 4" dia

Providing and installing P.V.C. bends, of B.S.S. class D working pressure. 4"dia

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 plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio.

1 x1 x35-1/4 x15-1/2 = 546 Sft.


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 SftDeductionsW1 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

9

1 x1 x60 x30 x 1/3 = 594 Cft2 x1 x30 x20 x 1/3 = 396 Cft1 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 Cft1 x1 x12 x2-1/4 x 1/3 = 9 Cft

Total = 1485 Cft @Rs.947.80%Cft

10

9 = 1485 Cft

Total = 1485 [email protected]%Cft

29

Lab 1 x1 x60 x30 = 1800 SftOff 1 x1 x8 x16-3/4 = 134 Sft

CR 2 x1 x30 x20 = 1200 Sft.

Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.

Supply and filling of sand under floor or plugging in wells.

Providing, laying, watering and ramming brick ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 25% sand, for floor foundation, complete in all respects.

Take sme Qty of It.No

2"(40 mm) thick mosaic flooring, consisting of ½ " 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

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.


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 Sft

1 x2 x38-1/5 +4-1/2) x 3/7 = 36 SftTotal = 796 Sft @Rs.140.00/Sft

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

32

29 3382 x 70% = 2367 Rft

31 965 x 70% = 676 RftTotal = 3043 Rft@ 5.30/Rft

1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing 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.

Providing and laying conglomerate flooring (two coat work) with top layer of ½"(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 1½" x 3/8" (40 x 10 mm)

Take 70% Qty of It.No.

Take 70% Qty of It.No

36

17 = 9598 Sft.

16 = 3760 Sft.Total = 13358 Sft @Rs.254.00%Sft

28

Sft 2 x233 = 466 Sft. Total = 466 [email protected]%Sft

Total

Distempering 3 coats on new surface.Take Qty item No.

Take Qty item No.

Painting new surface:- Preparing surface and painting of doors and windows any type (including edges):- 3 coats.Take Double of It.No.18 Doors


Sargodha


Sargodha

Building Protion

Rs. 39585/-

Rs. 73883/-

Rs. 136929/-

Rs. 0/-


Rs. 903060/-

Rs. 607870/-

Rs. 10604/-

Rs. 847235/-

Rs. 26139/-

Rs. 5331/-

Rs. 19064/-

Rs. 0/-

Rs. 11398/-

Rs. 544904/-

Rs. 113727/-

Rs. 873/-

Rs. 254100/-

Rs. 155049/-

Rs. 1691/-

Rs. 35552/-

Rs. 4693/-

Rs. 9571/-

Rs. 95097/-

Rs. 47645/-

Rs. 23968/-

Rs. 14075/-

Rs. 34525/-

Rs. 200487/-

Rs. 8009/-

Rs. 111440/-

Rs. 28840/-

Rs.16128/-

Rs. 33929/-

Rs. 4749/-

Rs. 4420150/-


Sargodha

(ABSTRACT OF COST)


1 Cost of Buildings Portion. Rs. 3185711/-

2 Cost of Electric Installation. Rs. 132600/-

3 Cost of Sanitary Installation. Rs. 108500/-

4 Cost of Gas Fittings 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

Construction of compund wall 4 1/2" thick and 6' high above D.P.C


Sargodha


Sargodha


Sargodha


Sargodha

28

Building Protion

1

H walls 2 x1 x21-1/2 x3-1/4 x3 = 419 Cft

1 x1 x30-1/4 x3-1/4 x3 = 295 Cft

1 x1 x9 x3-1/4 x3 = 88 Cft

1 x1 x35-1/2 x3-1/4 x3 = 346 Cft

1 x1 x26 x3-1/4 x3 = 254 Cft

1 x1 x27-7/8 x3-1/4 x3 = 272 Cft

1 x1 x9-3/4 x3-1/4 x3 = 95 Cft

1 x1 x16-3/4 x3-1/4 x3 = 163 Cft

1 x1 x35 x3-1/4 x3 = 341 Cft

1 x1 x18-1/2 x3-1/4 x3 = 180 Cft

1 x1 x38-1/4 x2-1/2 x3 = 287 Cft

1 x1 x21-3/4 x2-1/2 x3 = 163 Cft

1 x1 x7 x2-1/2 x3 = 53 Cft

1 x2 x2-3/8 x2-1/2 x3 = 36 Cft 4544Cft-Marked=A

V walls 1 x2 x15 x2-1/2 x3 = 225 Cft

1 x3 x9 x2-1/2 x3 = 203 Cft

1 x1 x22-3/4 x2-1/2 x3 = 171 Cft

1 x1 x37-5/8 x2-1/2 x3 = 282 Cft

1 x1 x17 x2-1/2 x3 = 128 Cft

1 x1 x13-3/4 x2-1/2 x3 = 103 Cft

1 x1 x27-7/8 x2-1/2 x3 = 209 Cft

1 x1 x15-3/4 x2-1/2 x3 = 118 Cft

1 x1 x15 x2-1/2 x3 = 113 Cft

Toe wall1 x1 x3 x1-1/2 x 3/4 = 3 Cft

1 x1 x40-1/8 x1-1/2 x 3/4 = 45 Cft

1 x1 x8-1/4 x1-1/2 x 3/4 = 9 Cft

1 x1 x23-5/8 x1-1/2 x 3/4 = 27 Cft

1 x1 x48-1/4 x1-1/2 x 3/4 = 54 Cft

1 x1 x3 x1-1/2 x 3/4 = 3 Cft 171Cft-Marked=B

1 x1 x12-1/8 x1-1/2 x 3/4 = 14 Cft

1 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


292

1 1 x21-1/2 x9-1/4 = 199 Sft

1 1 x30-1/4 x9-1/4 = 280 Sft

1 x1 x9 x9-1/4 = 83 Sft

1 x1 x35-1/2 x9-1/4 = 328 Sft

1 x1 x26 x9-1/4 = 241 Sft

1 x1 x27-7/8 x9-1/4 = 258 Sft

1 x1 x9-3/4 x9-1/4 = 90 Sft

1 x1 x16-3/4 x9-1/4 = 155 Sft

1 x1 x35 x9-1/4 = 324 Sft

1 x1 x18-1/2 x9-1/4 = 171 Sft

1 x1 x38-1/4 x8-1/2 = 325 Sft

1 x1 x21-3/4 x8-1/2 = 185 Sft

1 x1 x7 x8-1/2 = 60 Sft

1 x2 x2-3/8 x8-1/2 = 40 Sft

1 x2 x15 x8-1/2 = 255 Sft

1 x3 x9 x8-1/2 = 230 Sft

1 x1 x22-3/4 x8-1/2 = 193 Sft

1 x1 x37-5/8 x8-1/2 = 320 Sft

1 x1 x17 x8-1/2 = 145 Sft

1 x1 x13-3/4 x8-1/2 = 117 Sft

1 x1 x27-7/8 x8-1/2 = 237 Sft

1 x1 x15-3/4 x8-1/2 = 134 Sft

1 x1 x15 x8-1/2 = 128 Sft

= 79 Sft

= 2029 Sft

= 1388 SftTotal = 7994 Sft @Rs.522.40%Sft Rs. 41761/-

3

4544Cft x 1/3 x 3/4 = 1136 Cft.Total = 1136 [email protected]%Cft Rs. 67371/-


Take as per Item No. 29




Take Qty 3/16 of Item No.1 marked "A"

304

Take Qty 1/2 of Item No.1 marked "B"171Cft x 1/2 = 86 Cft.Total = 86 [email protected]%Cft Rs. 1856/-

5

H walls 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.

1 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.

Dry rammed brick or stone ballast 1 1/2"-2" guage.


311 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.

321 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.

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.

1 x1 x15-1/8 x1-1/8 = 17 Sft.

1 x1 x8 x1-1/8 = 9 Sft. 454Sft-Marked=A

Providing and laying damp proof course of cement concrete 1:2: 4(using cement, 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.

2nd D.P.C

331 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.

341 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.

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

1 x2 x30 x2 = 120 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:

35 Total = 589 [email protected]%Sft Rs. 12077/-8

Take 2/3 of I4715 x 2/3 = 3145 Cft

Total. = 3145 [email protected]%oCft Rs. 4234/-


368-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 Cft

1 x1 x60 x27 x1 = 1620 Cft

1 x1 x13-1/4 x17-1/8 x1 = 227 Cft.

Total = 6116 Cft

Net 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 Ter1 x1 x13-1/8 x17-1/8 x 1/3 = 75 Cft

Porch 1 x1 x20 x23 x 1/3 = 153 Cft

PP 1 x1 x260 x3-1/2 x 1/3 = 300 Cft

Total = 634 Cft @Rs.947.80%Cft Rs. 6009/-10

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.

1 x1 x14 x 3/4 x11 = 116 Cft.

1 x1 x38-1/2 x 3/4 x11 = 318 Cft.


Qty item No. 29(Floor )



Supply and filling of sand under floor or plugging in wells. Qty item No. 29(Floor )




Take sme Qty of It.No.9


371 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.

1 x1 x5-1/2 x 3/4 x7 = 29 Cft.

1 x1 x3 x 3/4 x7 = 16 Cft.

Lintels D1 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.


Net Qty. 5157 ( - ) 1021 = 4136 [email protected]%Cft Rs. 393183/-11-i

Din 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

Opening

Pacca brick work with cement sand mortar in Ground floor.i) Ratio 1:4

38Total(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

Net Qty(A-B)

= 84 Cft @Rs.10038.05%Cft Rs. 8432/-12

Lintels

11 = 155 Cft.

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.

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.

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.

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.

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.


Take Qty item No.Roof slab

Box shelf

Car porch

Kit Deck

Lobby Ent

391 x1 x14-1/8 x6 x 1/2 = 42 Cft.

1 1/3x2 3/4x3/3((11^2+2/5x2 3/4^2)^1/2) = 31 Cft

1 1/3x2 3/4x3/3((13^2+2/5x2 3/4^2)^1/2) = 36 Cft

5x 4/3x2 3/4x3/4((5^2+2/5x2 3/4^2)^1/2) = 73 CftTotal = 1857 [email protected]/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.2029

= 2029 Sft.174 = 174

Sft.

W1 Purg 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.

Left side purgola

Right side purgola

Over W1 Purgola

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

Providing and fixing windows consisting of M.S. boxsection frame 2"x1½", (50x40mm) leaves frame 1½"x1"(40x25mm) box section frame for glazing 3/8"x3/8"(10x10mm) using 16 SWG sheet 'U' shaped rubbersupported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16"(5 mm) thick glass panes M.S. box section ½"x½"(13x13mm) of 16 SWG for fixing 24 SWG wire gauze onouter side by means of ¾"x1/8" (20x3mm) M.S. flat andscrews including grill of M.S. flat ½"x1/8" (13x3mm) or¼"x¼" (6x6mm) square bar with independent frame of½"x½" (13x13mm) box section of 16 SWG i/c all C.P.fitting and painting 3 coats complete in all respect





40 Total = 2642 [email protected]%Sft Rs. 33478/-16

Din/beds3 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=A

Loung 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 ### = 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 side1 x1 x29 x12 = 348 Sft.

Right sid1 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.

Total = 361 [email protected]/Sft Rs. 176204/-17-i x1 x8 = 15 No @Rs.124.65/E Rs. 1870/-



P/F iron sliding bolts to doors 12" long

4118

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.

Total = 114 [email protected]/Sft Rs. 50189/-

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 1½" (40 mm) thick, with wiregauze fixed in position:-with springs or spring hinges

Providing and fixing wardrobe 22" (550 mm) deepconsisting of RCC shelves 1½" (40 mm) thick including ½"thick vinboard boxing and back (one side ply) vinboardshutter ¾" (20 mm) thick including deodar wood lipping ¼"(6 mm) on all edges, fixes including deodar wood frame3"x1" (75mm x 25mm) with hanger rod in centre positiondrawers at bottom and openable shutter on upper portion

Providing and fixing Vin board cabinet 3/4" thick withdrawers 3"deep in 'Kitchen including termite proofing andpolishing with synthetic enamel as specified, with handleshinges,screws etc., complete in all respects.

4221

W1 1 x1 x6 = 6 Rft

W2 1 x6 x4-1/2 = 27 Rft

DW1 1 x3 x4 = 12 Rft

DW2 1 x7 x9 = 63 Rft

D1 1 x1 x14 = 14 Rft

D2 1 x1 x4 = 4 Rft

D3A 1 x1 x6 = 6 Rft

D4 1 x1 x4 = 4 Rft

1 x1 x11 = 11 Rft

1 x1 x9 = 9 Rft

1 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 [email protected]/Rft Rs. 13332/-

25

Providing and fitting curtain railing to doors and windows, comprising of TOSO-elite Japan made superior type ofrailing or equivalent, fixed over 4"x¾" (100mmx20mm)deodar wood strip, including painting.



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 installing P.V.C. bends, of B.S.S. class D working pressure.

43= 12 No @Rs.469.30/Each Rs. 5632/-26

361 x2 = 722 Sft.

Total = 722 [email protected]%Sft Rs. 7359/-

Painting new surface:- Preparing surface and painting of doors and windows any type (including edges):- 3 coats.

Take Double of It.No.17 Doors

4426-i

49 x2 = 98 Sft. Total = 98 [email protected]%Sft Rs. 618/-

27

Box 1 x1 x8 x7-1/8 = 57 Sft.

1 x2 x5 x 1/2 = 5 Sft.

1 x2 x9 x 1/2 = 9 Sft.

1 x16 x 1/2 = 8 Sft.


27-i

1 x2 x(8 +7-1/8) x 3/7 = 13 Sft.

Kit Khurr1 x2 x(4 +4 ) x 1/2 = 8 Sft.

Total = 21 [email protected]%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.

Opening1 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.

1 x1 x14 x16 = 224 Sft.

1 x1 x14 x13 = 182 Sft.

Painting new surface:- Preparing surface and painting sashes fanlights glazed or gauzed doors and windows (including edges):- 3 coats.Take

Double of It.No.18 Doors

1½"(40 mm) thick mosaic flooring, consisting of ½ " 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"(25 mm) thick floor of 1:2:4 cement concrete,including rubbing and polishing complete with finishing :- (a) using grey cement

Decks prochDecks Kit

Decks lawn



45Dress 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 Sft

1 x2 x(14-3/8 +17 ) x 3/7 = 26 Sft

1 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 Ki1 x 1/4 x3-1/7 x17-1/2 x17-1/2 x 1/4 = 60 Sft.

Decks la1 x 1/4 x3-1/7 x36-1/4 x36-1/4 x 1/4 = 258 Sft.

PP 1 x1 x260 x4 = 1040 SftTotal = 1388 Sft @Rs.2988.60%Cft Rs. 41482/-

30

79 x 70% = 55 Rft

1388 x 70% = 972 RftTotal = 1027 Rft@ 5.30/Rft Rs.5443/-

31

bath 1 x1 x6 x7 = 42 Sft

1 x1 x6 x6-5/8 = 40 Sft

1 x2 x8 x5-3/4 = 92 SftTotal = 174 Sft @Rs.7397.00%Sft Rs. 12871/-



Take 70% Qty of It.No.27


P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete.

4632

bath 1 x2 x(6 +7 ) x5 = 130 Sft

1 x2 x(6 +6-5/8) x5 = 126 Sft

1 x2 x(8 +5-3/4) x5 = 138 SftTotal = 394 [email protected]%Sft Rs. 31519/-

33

Porch 1 x1 x21 x20 = 420 Sft.

Gate to 1 x1 x10 x20 = 200 Sft.


= 7374 Sft.Total = 7374 Sft @Rs.254.00%Sft Rs. 18730/-

35

= 2825 Sft.Total = 2825 [email protected]%Sft Rs. 30992/-

36

= 454 Sft

Total = 454 Sft @Rs.1257.60%Sft Rs. 5710/-37 Making groove 1/4" deep

Front 1 x2 x31-3/8 = 63 Rft

1 x2 x21-1/2 = 43 Rft

1 x2 x9-3/4 = 20 Rft

1 x2 x21-1/2 = 43 Rft

1 x2 x8-3/4 = 18 Rft

Back 1 x2 x36-5/8 = 73 Rft

1 x2 x12-5/8 = 25 Rft

Left side1 x2 x29 = 58 Rft

1 x2 x36-1/8 = 72 Rft

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

P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete.

P/L Tuff paver 60mm thick complete as approved directed by the Engineer Incharge.

Distempering 3 coats on new surface.

Take Qty item No.16 A (Plaster)

Weatther Shield paint 2 coats on new surface

Take Qty iten No.176B Plaster

1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab.Take Qty iten No.6 A DPC

47Total Rs. 3185711/-


Sargodha


Sargodha

48

Electric Installation Portion

1

250.0 m @ 77.25/m

ii-1" dia.

70.0 m @ 93.70/m

2

i- 3/0.029"

780 m @ 27.00/m

ii- 7/0.029"

350 m @ 39.35/m

iii- 7/0.036"

100 m @ 58.85/m4

i) 10 x 10 cm (4"x4")15 No

Total 15 No @ 93.10/Each

ii) 17.5 x 10 cm (7"x4")6 No


iv) 20 x 25 cm (8"x10")7 No


v) (10"x12")2 No


5

= 17 No @ 479.80/Each

6


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):-

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.

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.

49 = 15 No @ 21.30/Each

7

= 5 No @ 1600/Each

9 Supply and erection of ceiling rose, bakelite.

= 20 No @ 20.00/Each

10

= 10 No @ 1600.00/Each

11

= 10 No @ 61.90/Each

11-i

= 6 No @ 76.30/Each

12

= 1 No @ 189.30/Each

13

= 1 No @ 177.30/Each

14

= 10 No @ 136.10/Each

15

= 10 No @ 26.10/Each

16

1 x ( 1 ) = 1 No @ 20000/Each

17

= 12 Rft

Total 12 Rft @ 212.95/Rft

18

P/Fixing of Exhaust fan 12"sweep double action plastic body made (GFC) etc complete in all respect as approved by the Engineer Incharge.

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 3 pin wall socket 5AMP

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").

Supply and erection of bell push open/recessed type(without flexible wire).

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 erection of 3/8" (10 mm) dia M.S. bar fan hook,placed at the time of casting of slab.

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 approved by the Engineer Incharge.

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.

Earthing of iron clad/aluminum switches, etc. with G.I. wire No.8 SWG in G.I. pipe 15 mm (½") 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.

50 = 1 job

Total 1 Job @ 2932.35/Rft

Total.

Say


Sargodha


Sargodha

Sub Engineer, Executive EngineerProvincial Buildings Division

Muzaffargarh.

51


Rs.19313/-

Rs.6559/-

Rs.21060/-

Rs.13773/-

Rs.5885/-

Rs.1397/-

Rs.778/-

Rs.1707/-

Rs.659/-

Rs.8157/-


52Rs.320/-

Rs.8000/-

Rs.400/-

Rs.16000/-

Rs.619/-

Rs.458/-

Rs.189/-

Rs.177/-

Rs.1361/-

Rs.261/-

Rs.20000/-

Rs.2555/-

53

Rs.2932/-

Rs. 132560/-

Rs. 132600/-


Sargodha


Muzaffargarh.

54

Sanitary Installation Portion

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 P/F shower rose 1/2"x4"

= 4 No @ 314.00/Each Rs.1256/-6 P/F C.P stop cock 1/2" dia

= 6 No @ 174.80/Each Rs.1049/-7 P/F C.P bib cock 1/2" dia

= 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/-


Providing and fitting glazed earthen ware water closetEuropean type, excluding seat and cover:- coloured i/c double seat and cover only bakelite.

Providing and fitting glazed earthen ware water closetorrisa pattern complete i/c cost of P trap glazed.P/F plastic made low level flushing cistern 3 Gal capacity complete.

P/F glazed eartheware low level flushing cistern complete.

P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete.

Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. i) Coloured, with pedestal

Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way

Providing and fixing chromium plated tee stop cock 15mm (½").

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 and railing.

5515

= 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 fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

Providing and fixing, floor trap of cast iron, including concrete chamber all round, and C.I. grating:- i) 10x5 cm (4"x3")

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:-

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.

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

Providing and laying R.C.C. pipe, moulded with cement Chapter - 8 concrete 1:1½:3, 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 to correctalignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete. 9" dia


Sargodha


Sargodha

Sui Gas Portion

1

i- 1/2" dia. = 70 Rft@ 57.90/Rft

ii- 3/4" dia. = 98 Rft@ 73.65/Rft

iii- 1"" dia. = 196 Rft@ 109.20/Rft1 P/F sui gas lamp best quality

= 9 No @ 850.00/Each

3

= 3 No @ 6500.00/Each

3

= 1 No @ 2100.00/Each

4 P/F handle valve best qualityi) 1" dia = 1 No @ 300.00/Each

3/4" dia = 10 No @ 250.00/Each

= 1 No @ 17000.00/Rft

Total.

Say



P/F sui gas heater double burner Corona/Fire Sun made

P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge.

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 all respects as approved directed by the Engineer


Sargodha


Sargodha

Sui Gas Portion

Rs.4053/-

Rs.7218/-

Rs.21403/-

Rs.7650/-

Rs.19500/-

Rs.2100/-

Rs.300/-Rs.2500/-

Rs.17000/-

Rs. 81724/-

Rs. 81700/-



Sargodha

(ABSTRACT OF COST)


1 Cost of Buildings Portion. Rs. 506835.00

2 Cost of Electric Installation. Rs. 20600.00

3 Cost of Sanitary Installation. Rs. 10700.00

4 Cost of Gas Fittings 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



Sargodha


Sargodha

Building Protion

1

H walls 1 2 x22-1/8 x3-1/4 x3 = 431 Cft

1 2 x3-1/4 x2-1/2 x3 = 49 Cft

1 x1 x10-1/4 x2-1/2 x3 = 77 Cft


1 x1 x16 x2-1/2 x3 = 120 Cft

1 x1 x3-1/2 x2 x 1/2 = 4 Cft

1 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=B

Total = 1110 Cft @Rs.2795.75%oCft Rs. 3103/-2

1 2 x22-1/8 x9-1/4 = 409 Sft

1 2 x15-5/8 x9-1/4 = 289 Sft

1 x2 x3-1/4 x8-1/2 = 55 Sft

1 x1 x10-1/4 x8-1/2 = 87 Sft

1 x1 x16 x8-1/2 = 136 Sft

Total = 976 Sft @Rs.522.40%Sft Rs. 5099/-3

Take Qty 3/16 of Item No.1 marked "A"996Cft x 1/3 x 3/4 = 249 Cft.

Total = 249 [email protected]%Cft Rs. 14767/-

4

Take Qty 1/2 of Item No.1 marked "B"114Cft x 1/2 = 57 Cft.

Total = 57 [email protected]%Cft Rs. 1230/-

DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT





5

H walls 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 [email protected]%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/-



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 I1110 x 2/3 = 740 Cft

Total. = 740 [email protected]%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 Cft

1 x2 x46 x2-1/4 x 1/3 = 68 CftTotal = 421 Cft @Rs.947.80%Cft Rs. 3990/-

10






G80

Muhammad: 210/12

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 linte1 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.


Net Qty. 1228 ( - ) 252 = 976 [email protected]%Cft Rs. 92782/-

11-i

1 x2 x38-1/8 x 3/8 x 1/2 = 14 Cft

1 x2 x39-1/8 x 3/4 x3-1/2 = 205 Cft

1 x1 x5 x 3/8 x7 = 13 Cft

Total = 232 Cft @Rs.10038.05%Cft Rs. 23288/-

12

RCC linte1 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.

1 x1 x20 x20 x 5/12 = 167 Cft.




Parapet


Roof slab

2 x2 x20 x 1/4 x3-1/2 = 70 Cft.

Total = 268 [email protected]/Cft Rs. 54123/-

13

Take Qty 6.75Lbs/cft of Item No.12

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.


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.


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/-

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 Sft

W2 1 x1 x4 x6-1/2 = 26 Sft

Ver 1 x1 x12 x7-3/4 = 93 Sft

Total (B) = 154 SftNet Total (A-B) = 1166 [email protected]%Sft Rs. 14913/-


Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1"(40x25mm) box section frame for glazing 3/8"x3/8"(10x10mm) using 16 SWG sheet 'U' shaped rubbersupported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16"(5 mm) thick glass panes M.S. box section ½"x½"(13x13mm) of 16 SWG for fixing 24 SWG wire gauze onouter side by means of ¾"x1/8" (20x3mm) M.S. flat andscrews including grill of M.S. flat ½"x1/8" (13x3mm) or¼"x¼" (6x6mm) square bar with independent frame of½"x½" (13x13mm) box section of 16 SWG i/c all C.P.fitting and painting 3 coats complete in all respect.



Cement pointing (1:2) struck joints on walls mixed with red oxide pigment to match the colour of bricks.

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.


18-iP/F iron sliding bolts to doorsx1 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.


iii- 4" di1 x ( 13 ) = 13 [email protected]/Each Rs. 2889/-22

= 2 No @Rs.315.70/Each Rs. 631/-23

109 x2 = 218 Sft.





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:- Rain water down pipes




24

1 x2 x(26 +19-5/8) x3 = 274 Sft.Total = 274 [email protected]%Sft Rs. 5872/-

25

1 x1 x20 x15 = 300 Sft.Total = 300 [email protected]%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/-

P/L 1 1/2" thick topping C conc (1:2:4) i/c placing mixing finishing curing etc complete.1 1/2" thick

Dry brick paving laid flat, sand grouted, including preparation of bed by watering, ramming and bringing thesame to proper camber, by ½"(13 mm) thick mud plaster


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 [email protected]%Sft Rs. 2238/-

27


28

bath 1 x2 x5 x4 = 40 SftTotal = 40 Sft @Rs.7397.00%Sft Rs. 2959/-

29

bath 2 x2 x(5 +4 ) x5 = 180 SftTotal = 180 [email protected]%Sft Rs. 14400/-

30

= 1703 Sft.


= 200 Sft

Providing grey cement skirting or dado 3/8"(10 mm) thickincluding rounding of corner and straight ening of top edgeand finishing to smooth surface afterplastering :-(1:3) cement sand mortar.






Take Qty item No.16(Plaster)

1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab.

Take Qty iten No.6 A DPC

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

Total Rs. 506835/-


Sargodha


Sargodha

1

45.0 m @ 77.25/m2

i- 3/0.029"

100 m @ 27.00/m

3

= 30 Rft

Total 30 Rft @ 28.10/Rft

4

i) 10 x 10 cm (4"x4")8 No


ii) 17.5 x 10 cm (7"x4")2 No


5

= 3 No @ 479.80/Each

6

= 3 No @ 21.30/Each

8

= 2 No @ 361.05/Each

9 Supply and erection of ceiling rose, bakelite.

= 3 No @ 20.00/Each

10

= 2 No @ 1600.00/Each

11 Supply and Erection of 3 pin wall socket 5AMP

= 3 No @ 61.90/Each


(Electric Installation Portion)


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 for service 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")




S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete



Muzaffargarh.

11-i

= 1 No @ 76.30/Each

12

= 1 No @ 189.30/Each

13

= 2 No @ 136.10/Each

14

= 2 No @ 26.10/Each

15

30/35 Amp 500 V1 x ( 1 ) = 1 No @ 1345/Each

17

= 1 No

Total 1 No @ 2039.20/Rft

18

= 1 job

Total 1 Job @ 2932.35/Rft

Total.

Say


Supply and erection of call bell 220/250 volts, fixed on teak wood board 17.5x10 cm (7"x4").



S/E of iron/aluminum clad 500 Volts main switch with kit kat fuses double pole 30/35 Amp

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")



Sargodha


Sargodha

Sub Engineer,


Muzaffargarh.

Rs.3476/-

Rs.2700/-

Rs.843/-

Rs.745/-

Rs.259/-

Rs.1439/-

Rs.64/-

Rs.722/-

Rs.60/-

Rs.3200/-

Rs.186/-



Muzaffargarh.

Rs.76/-

Rs.189/-

Rs.272/-

Rs.52/-

Rs.1345/-

Rs.2039/-

Rs.2932/-

Rs. 20599/-

Rs. 20600/-


Sargodha


Muzaffargarh.

2

= 1 No @ 1302.10/Each Rs.1302/-3




= 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

= 1 No @ 322.15/Each Rs.322/-


( Sanitary Installation Portion)Providing and fitting glazed earthen ware water closetorrisa pattern complete i/c cost of P trap glazed.

P/F plastic made low level flushing cistern 3 Gal capacity complete.









Muzaffargarh.

15

= 1 No @ 324.80/Each Rs.325/-

12

iii- 4" dia. 4 x ( 15 ) = 60 Rft@ 222.20/Rft Rs.13332/-



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


Say Rs. 10700/-






Sargodha


Sargodha

1

i- 1/2" dia. = 50 Rft@ 57.90/Rft

ii- 3/4" dia. = 20 Rft@ 73.65/Rft

iii- 1"" dia. = 40 Rft@ 109.20/Rft1 P/F sui gas lamp best quality

= 3 No @ 850.00/Each

3

= 1 No @ 6500.00/Each

3

= 1 No @ 2100.00/Each

4 P/F handle valve best qualityi) 1" dia = 2 No @ 300.00/Each

3/4" dia = 4 No @ 250.00/Each

Total.

Say

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 400 SFT

( Sui Gas Portion)





Sargodha


Sargodha


Muzaffargarh.

Rs.2895/-

Rs.1473/-

Rs.4368/-

Rs.2550/-

Rs.6500/-

Rs.2100/-

Rs.600/-Rs.1000/-

Rs. 21486/-

Rs. 21500/-



Sargodha


Muzaffargarh.

(ABSTRACT OF COST)




3 Cost of Sanitary Installation. Rs. 40600.00

4 Cost of Gas Fittings Rs. 52700.00

5

99 Rft @Rs.727.67/Rft Rs. 72039.00

Total: - Rs. 1419463.00

Say. Rs. 1419000.00



CONSTRUCTION OF STAFF QUARTER G 1-10 (990 SFT)



Sargodha


Sargodha

Building Protion

1

walls 1 2 x7-1/9 x3-1/4 x3 = 138 Cft

1 2 x8 x2-1/2 x3 = 120 Cft

1 x1 x9 x2-1/2 x3 = 68 Cft

1 x1 x3-1/2 x2-1/2 x3 = 26 Cft

1 x1 x5 x2-1/2 x3 = 38 Cft

1 x1 x5-7/8 x2-1/2 x3 = 44 Cft

1 x1 x2-3/8 x2-1/2 x3 = 18 Cft

1 x2 x3-3/4 x3-1/4 x3 = 73 Cft

1 x1 x3-1/2 x2-1/2 x3 = 26 Cft


1 x1 x35-5/9 x3-1/4 x3 = 347 Cft

1 x1 x1-1/2 x2-1/2 x3 = 11 Cft

1 x1 x26 x2-1/2 x3 = 195 Cft

1 x1 x11-1/4 x2-1/2 x3 = 84 Cft

1 x1 x10 x2-1/2 x3 = 75 Cft

1 x1 x11-1/8 x2-1/2 x3 = 83 Cft

1 x1 x6-3/8 x2-1/2 x3 = 48 Cft

1 x1 x15-1/8 x2-1/2 x3 = 113 Cft

Step Ent 1 x1 x16 x4 x1-1/2 = 96 Cft

B side 1 x1 x3-1/2 x2-1/2 x1-1/2 = 13 Cft

Appron T wall1 x1 x42-1/4 x1-1/2 x1-1/2 = 95 Cft 367Cft-Marked=B

Back 1 x1 x32-1/4 x1-1/2 x1-1/2 = 73 Cft

Front 1 x1 x36-3/4 x1-1/2 x1-1/2 = 83 Cft

Flower trough1 x1 x1-1/2 x3 x1-1/2 = 7 Cft


1 2 x7 x9-1/4 = 130 Sft

1 2 x8 x8-1/2 = 136 Sft

1 x1 x9-1/8 x8-1/2 = 78 Sft

1 x1 x3-1/2 x8-1/2 = 30 Sft

1 x1 x5 x8-1/2 = 43 Sft

1 x1 x5-7/8 x8-1/2 = 50 Sft

1 x1 x2-3/8 x8-1/2 = 20 Sft

1 x2 x3-3/4 x8-1/2 = 64 Sft

1 x1 x3-1/2 x8-1/2 = 30 Sft

1 x1 x38 x9-1/4 = 352 Sft

1 x1 x35-5/9 x9-1/4 = 329 Sft

1 x1 x1-1/2 x8-1/2 = 13 Sft

1 x1 x26 x8-1/2 = 221 Sft




1 x1 x11-1/4 x8-1/2 = 96 Sft

1 x1 x10 x8-1/2 = 85 Sft

1 x1 x11-1/8 x8-1/2 = 95 Sft

1 x1 x6-3/8 x8-1/2 = 54 Sft

1 x1 x15-1/8 x8-1/2 = 129 Sft

1 x1 x17 x8-1/2 = 145 Sft

1 x1 x13-3/4 x8-1/2 = 117 Sft

1 x1 x27-7/8 x8-1/2 = 237 Sft

1 x1 x15-3/4 x8-1/2 = 134 Sft

1 x1 x15 x8-1/2 = 128 Sft

= 862 Sft

= 328 Sft


Take Qty 3/16 of Item No.1 marked "A" 1879Cft x 3/16 = 352 Cft.


Take Qty 1/2 of Item No.1 marked "B" 367Cft x 1/2 = 184 Cft.


A I 1 x1 x7-5/9 x2-1/4 x 1/4 = 4 Cft.

II 1 x2 x7-3/4 x1-7/8 x 1/4 = 7 Cft.

III 1 x2 x7-8/9 x1-1/2 x 1/4 = 6 Cft.

IV 1 x2 x8-1/8 x1-1/8 x4-1/4 = 78 Cft.

B I 1 x2 x9-1/4 x1-1/2 x 1/4 = 7 Cft.

II 1 x2 x9-3/8 x1-1/8 x 1/4 = 5 Cft.

III 1 x2 x10 x 3/4 x4-3/4 = 71 Cft.

C I 1 x1 x10-1/4 x1-1/2 x 1/4 = 4 Cft.

II 1 x1 x1-5/8 x1-1/8 x 1/4 = 30 Cft.

III 1 x1 x5-1/4 x 3/4 x4-3/4 = 19 Cft.

D I 1 x1 x10-1/4 x1-1/2 x 1/4 = 4 Cft.

II 1 x1 x4-7/8 x1-1/8 x 1/4 = 1 Cft.

III 1 x1 x5-1/4 x 3/4 x4-3/4 = 19 Cft.

E I 1 x1 x6-1/4 x1-1/2 x 1/4 = 2 Cft.

II 1 x1 x6-5/8 x1-1/8 x 1/4 = 2 Cft.

III 1 x1 x7 x 3/4 x4-3/4 = 25 Cft.

F I 1 x1 x6-3/8 x1-1/2 x 1/4 = 2 Cft.

II 1 x1 x6-5/9 x1-1/8 x 1/4 = 2 Cft.

III 1 x1 x5-1/4 x 3/4 x4-3/4 = 19 Cft.

H I 1 x2 x2-1/4 x1-1/2 x 1/4 = 2 Cft.

II 1 x2 x2-5/8 x1-1/8 x 1/4 = 1 Cft.

III 1 x2 x3 x 3/4 x4-3/4 = 21 Cft.

J I 1 x2 x3-3/4 x2-1/4 x 1/4 = 4 Cft.

II 1 x2 x3-3/4 x1-7/8 x 1/4 = 4 Cft.

III 1 x2 x3-3/4 x1-1/2 x 1/4 = 3 Cft.

IV 1 x2 x3-3/4 x1-1/8 x4-1/4 = 36 Cft.






K I 1 x2 x35-1/2 x2-7/8 x 1/4 = 14 Cft.

1 x2 x35-1/8 x3-1/4 x 1/4 = 57 Cft.

1 x2 x35-7/8 x1-1/4 x 1/4 = 22 Cft.

1 x2 x35-7/8 x1-1/4 x 1/4 = 22 Cft.

1 x2 x30-1/4 x1-1/8 x4 = 306 Cft.

L I 1 x1 x34-1/4 x2-1/4 x 1/4 = 19 Cft.

II 1 x1 x34-5/8 x1-7/8 x 1/4 = 16 Cft.

III 1 x1 x34 x1-1/2 x 1/4 = 13 Cft.

IV 1 x1 x33-5/8 x1-1/8 x4-1/4 = 161 Cft.

M I 1 x1 x1-1/2 x1-1/2 x 1/4 = 1 Cft.

1 x1 x1-1/2 x1-1/8 x 1/4 = 0 Cft.

1 x1 x1-1/2 x 3/4 x4-3/4 = 5 Cft.

N I 1 x1 x25-1/2 x1-1/2 x 1/4 = 10 Cft.

II 1 x1 x25-1/3 x1-1/8 x 1/4 = 7 Cft.

III 1 x1 x25-1/8 x 3/4 x4-3/4 = 90 Cft.

O I 1 x1 x12-5/8 x1-1/2 x 1/4 = 5 Cft.

1 x1 x12-4/9 x1-1/8 x 1/4 = 3 Cft.

1 x1 x12-1/4 x 3/4 x4-3/4 = 44 Cft.

P I 1 x1 x10 x1-1/2 x 1/4 = 4 Cft.

1 x1 x10 x1-1/8 x 1/4 = 3 Cft.

1 x1 x10 x 3/4 x4-3/4 = 36 Cft.

Q I 1 x1 x11-1/8 x1-1/2 x 1/4 = 4 Cft.

1 x1 x11-1/8 x1-1/8 x 1/4 = 3 Cft.

III 1 x1 x11-1/8 x 3/4 x4-3/4 = 40 Cft.

R I 1 x1 x6-3/8 x1-1/2 x 1/4 = 2 Cft.

II 1 x1 x6-3/8 x1-1/8 x 1/4 = 2 Cft.

III 1 x1 x6-3/8 x 3/4 x4-3/4 = 23 Cft.

S I 1 x1 x17-1/4 x1-1/2 x 1/4 = 6 Cft.

II 1 x1 x17-5/8 x1-1/8 x 1/4 = 5 Cft.

III 1 x1 x18 x 3/4 x4-3/4 = 64 Cft.

Step ent 1 x1 x16 x3 x3 = 144 Cft.

1 x1 x16 x2 x 1/2 = 16 Cft.

1 x1 x16 x1 x 1/2 = 8 Cft.

B side 1 x1 x3-1/2 x3 x3 = 32 Cft.

1 x1 x3-1/2 x2 x 1/2 = 4 Cft.

Appron Toe 1 x1 x3-1/2 x1 x 1/2 = 2 Cft.

1 x1 x42-1/4 x1-1/8 x 1/4 = 12 Cft.

1 x1 x42-1/4 x 3/4 x3 = 95 Cft.

Back 1 x1 x32-1/4 x1-1/8 x 1/4 = 9 Cft.

1 x1 x32-1/4 x 3/4 x3 = 73 Cft.

Front 1 x1 x36-3/4 x1-1/8 x 1/4 = 10 Cft.

1 x1 x36-3/4 x 3/4 x3 = 83 Cft.

F/Trough 1 x1 x2-5/8 x1-1/2 x3 = 12 Cft.


D.P.C 1 x2 x8-1/8 x1-1/8 = 18 Sft.

1 x2 x10 x 3/4 = 15 Sft.

1 x1 x11 x 3/4 = 8 Sft.

1 x1 x5-1/4 x 3/4 = 4 Sft.

1 x1 x7 x 3/4 = 5 Sft.

1 x1 x6-3/4 x 3/4 = 5 Sft.

1 x1 x4-1/2 x 3/4 = 3 Sft.

1 x2 x3 x 3/4 = 5 Sft.


1 x2 x3-3/4 x 3/4 = 6 Sft.

1 x1 x3-1/2 x 3/4 = 3 Sft.

1 x2 x36-1/4 x1-1/8 = 82 Sft.

1 x1 x33-5/8 x1-1/8 = 38 Sft.

1 x1 x1-1/2 x 3/4 = 1 Sft.

1 x1 x25-1/8 x 3/4 = 19 Sft.

1 x1 x12-1/4 x 3/4 = 9 Sft.

1 x1 x10 x 3/4 = 8 Sft.

1 x1 x11-1/8 x 3/4 = 8 Sft.

1 x1 x6-3/8 x 3/4 = 5 Sft.

1 x1 x18 x 3/4 = 14 Sft.

L I 1 x2 x36-1/4 x1-1/8 = 82 Sft.

1 x1 x33-5/8 x1-1/8 = 38 Sft.

1 x2 x8-1/8 x1-1/8 = 18 Sft.

Back 1 x1 x27-3/4 x 3/4 = 21 Sft.

1 x1 x2-5/8 x 3/4 = 2 Sft.


D/D openings

D1 1 x1 x4-1/2 x 3/4 = 3 Sft.

D2 1 x3 x3-1/2 x 3/4 = 8 Sft.

D3 1 x3 x3 x 3/4 = 7 Sft.

D4 1 x3 x2-1/2 x 3/4 = 6 Sft.

D/D ver 1 x1 x10-7/8 x 3/4 = 8 Sft.

Total.(B) = 32 Sft.


1 x1 x36-1/4 x1-1/2 = 54 Sft.

1 x1 x32-3/4 x1-1/2 = 49 Sft.

1 x1 x27-3/4 x1-1/2 = 42 Sft.


Take 2/3 of It.No.2246 x 2/3 = 1498 Cft


1 x2 x10 x12 x1-1/2 = 360 Cft.

1 x1 x11 x13 x1-1/2 = 215 Cft.

1 x1 x7 x9-1/4 x1-1/2 = 97 Cft.

1 x1 x18 x5-1/8 x1-1/2 = 138 Cft.

1 x1 x9-1/4 x12 x1-1/2 = 167 Cft.

1 x2 x3 x5 x1-1/2 = 45 Cft.

1 x1 x5-1/4 x5-5/8 x1-1/2 = 44 Cft.

1 x1 x5-1/4 x5-1/4 x1-1/2 = 41 Cft.

1 x1 x7-7/8 x5-1/4 x1-1/2 = 62 Cft.

Appron Toe 1 x1 x42-1/4 x2-1/4 x1-1/2 = 143 Cft.

1 x1 x29-1/2 x2-1/4 x1-1/2 = 100 Cft.

1 x1 x34 x2-1/4 x1-1/2 = 115 Cft.

Total = 358 Cft




Net Qty. 358.0 ( - ) 1498 = -1140 [email protected]%oCft Rs. 0/-9

1 x2 x10 x12 x 1/3 = 80 Cft.

1 x1 x11 x13 x 1/3 = 48 Cft.

1 x1 x7 x9-1/4 x 1/3 = 22 Cft.

1 x1 x18 x5-1/8 x 1/3 = 31 Cft.

1 x1 x9-1/4 x12 x 1/3 = 37 Cft.

1 x2 x3 x5 x 1/3 = 10 Cft.

1 x1 x5-1/4 x5-5/8 x 1/3 = 10 Cft.

1 x1 x5-1/4 x5-1/4 x 1/3 = 9 Cft.

1 x1 x7-7/8 x5-1/4 x 1/3 = 14 Cft.

Appron Toe 1 x1 x42-1/4 x2-1/4 x 1/3 = 32 Cft.

1 x1 x29-1/2 x2-1/4 x 1/3 = 22 Cft.

1 x1 x34 x2-1/4 x 1/3 = 26 Cft.Total = 341 Cft @Rs.947.80%Cft Rs. 3232/-

10

341 = 341 Cft


H walls 1 x2 x8-1/8 x1-1/8 x11 = 201 Cft.

1 x1 x10 x 3/4 x11 = 83 Cft.

1 x1 x11 x 3/4 x11 = 91 Cft.

1 x1 x5-1/4 x 3/4 x11 = 43 Cft.

1 x1 x7 x 3/4 x11 = 58 Cft.

1 x1 x6-3/4 x 3/4 x11 = 56 Cft.

1 x1 x4-1/2 x 3/4 x11 = 37 Cft.

1 x1 x3 x 3/4 x11 = 25 Cft.

1 x2 x3-3/4 x1-1/8 x11 = 93 Cft.

1 x2 x36-1/4 x1-1/8 x11 = 897 Cft.

1 x1 x33-5/8 x1-1/8 x11 = 416 Cft.

V walls 1 x1 x25-1/8 x 3/4 x11 = 207 Cft.

1 x1 x12-1/4 x 3/4 x11 = 101 Cft.

1 x1 x10 x 3/4 x11 = 83 Cft.

1 x1 x5-3/4 x 3/4 x11 = 47 Cft.

1 x1 x18 x 3/4 x11 = 149 Cft.

Parapet 1 x1 x33-5/8 x 3/4 x3 = 76 Cft.

Back 1 x1 x29-1/4 x 3/4 x3 = 66 Cft.

1 x1 x2-5/8 x 3/4 x3 = 6 Cft.

Front 1 x1 x40-1/2 x 3/4 x3 = 91 Cft.

Stopper slab 1 x1 x40-1/2 x 3/8 x 1/2 = 8 Cft.

1 x1 x4-7/8 x 3/8 x 1/2 = 1 Cft.

1 x1 x72-3/8 x 3/8 x 1/2 = 14 Cft.

1 x1 x72-3/8 x 3/8 x 1/2 = 14 Cft.

A I 1 x1 x10 x1-1/2 x1-1/2 = 23 Cft.

Total. = 2886 Cft.

Deduction.

Ver Ope 1 x1 x16-7/8 x 3/4 x8-1/2 = 108 Cft.

D1 1 x1 x4-1/2 x 3/4 x8-1/2 = 29 Cft.

D2 1 x2 x3-1/2 x 3/4 x7 = 37 Cft.

1 x1 x3-1/2 x 3/4 x8-1/2 = 22 Cft.





D3 1 x1 x3 x 3/4 x8-1/2 = 19 Cft.

D3A 1 x2 x3 x 3/4 x7 = 32 Cft.

D4 1 x3 x2-1/2 x 3/4 x7 = 39 Cft.

W1 1 x1 x5-1/2 x 3/4 x7-1/2 = 31 Cft.

W2 1 x1 x6 x1-1/8 x6 = 41 Cft.

W3 1 x1 x4-1/2 x1-1/8 x6 = 30 Cft.

W4 1 x1 x4 x 3/4 x6 = 18 Cft.

W5 1 x1 x3 x 3/4 x5 = 11 Cft.

CW1 1 x3 x2 x 3/4 x3-1/2 = 16 Cft.

Ver 1 x1 x19-1/2 x 3/4 x1 = 15 Cft.

Lintels D1 1 x1 x6 x 3/4 x 1/2 = 2 Cft.

D2 1 x3 x4-1/2 x 3/4 x 1/2 = 5 Cft.

1 x3 x3-1/2 x 3/4 x 1/2 = 4 Cft.

W1 1 x1 x7 x 3/4 x 1/2 = 3 Cft.

W2 1 x1 x7-1/2 x1-1/8 x 1/2 = 4 Cft. 26Cft-Marked=A

W3 1 x1 x6 x1-1/8 x 1/2 = 3 Cft.

W4 1 x1 x5-1/2 x 3/4 x 1/2 = 2 Cft.

CW1 1 x3 x3 x 3/4 x 1/2 = 3 Cft.


Net Qty. 2886 ( - ) 474 = 2412 [email protected]%Cft Rs. 229293/-11-i

Al 1 x1 x10 x 3/8 x11 = 41 Cft.

1 x1 x1-1/2 x 3/8 x11 = 6 Cft.

1 x1 x3 x 3/8 x11 = 12 Cft.

1 x1 x5-3/8 x 3/8 x11 = 22 Cft.

1 x1 x1-1/8 x 3/8 x8-1/2 = 4 Cft.

Total(A) = 85 Cft

D/D

0Cft-Marked=A

Total(B) = 0 Cft

= 85 Cft @Rs.10038.05%Cft Rs. 8532/-12

Lintels

11 = 26 Cft.

11-i = 0 Cft.

W2 1 x1 x6-1/2 x1-1/4 x 1/4 = 2 Cft.

W3 1 x1 x5 x1-1/4 x 1/4 = 2 Cft.

Al shelves 1 x1 x11 x1-7/8 x 1/2 = 10 Cft.

1 x4 x11 x1-7/8 x 1/4 = 21 Cft.

CW1 shade 1 x2 x2-1/2 x1-1/4 x 1/4 = 2 Cft.

Store slab 1 x1 x3-3/4 x11-1/8 x 5/12 = 17 Cft.

Roof slab 1 x1 x29 x32-7/8 x 5/12 = 397 Cft.

1 x1 x4-1/8 x2-5/8 x 5/12 = 5 Cft.

Kit shelves 1 x1 x7-1/2 x3 x 32/97 = 7 Cft.

1 x1 x7 x2-1/4 x 1/4 = 4 Cft.


Net Qty(A-B)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)

Take Qty item No.

Take Qty item No.

1 x1 x7-1/2 x2-1/4 x 1/4 = 4 Cft.Total = 497 [email protected]/Cft Rs. 100369/-

ii) -do- in slab of raft strip foundation completeP.B

= 0 Cft.= 0 Cft.= 0 Cft.= 0 Cft.= 0 Cft.= 0 Cft.

Total. = 0 [email protected]/Cft Rs. 0/-

13


497 x6.75 x0.454 = 1523 Kg

0 x6.75 x0.454 = 0 Kg

= 1523 Kg @Rs.8973.05%Kg Rs. 136660/-14

W1 1 x1 x5-1/2 x7-1/2 = 41 Sft.

W2 1 x1 x6 x6 = 36 Sft.

W3 1 x1 x4-1/2 x6 = 27 Sft.

W4 1 x1 x4 x6 = 24 Sft.

W5 1 x1 x3 x5 = 15 Sft.

CW1 1 x3 x2 x3-1/2 = 21 Sft.



Providing and fixing windows consisting of M.S. boxsection frame 2"x1½", (50x40mm) leaves frame 1½"x1"(40x25mm) box section frame for glazing 3/8"x3/8"(10x10mm) using 16 SWG sheet 'U' shaped rubbersupported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16"(5 mm) thick glass panes M.S. box section ½"x½"(13x13mm) of 16 SWG for fixing 24 SWG wire gauze onouter side by means of ¾"x1/8" (20x3mm) M.S. flat andscrews including grill of M.S. flat ½"x1/8" (13x3mm) or¼"x¼" (6x6mm) square bar with independent frame of½"x½" (13x13mm) box section of 16 SWG i/c all C.P.fitting and painting 3 coats complete in all respect

15

1 x2 x10 x12 = 240 Cft.

1 x1 x11 x13 = 143 Cft.

1 x1 x7 x9-1/4 = 65 Cft.

1 x1 x18 x5-1/8 = 92 Cft.

1 x1 x9-1/4 x12 = 111 Cft.

1 x2 x3 x5 = 30 Cft.

1 x1 x5-1/4 x5-5/8 = 30 Cft.

1 x1 x5-1/4 x5-1/4 = 28 Cft.

1 x1 x7-7/8 x5-1/4 = 41 Cft.


Din/beds 2 x2 x(10 +12 ) x10-1/2 = 924 Sft.

Kit 1 x2 x(11 +13 ) x10-1/2 = 504 Sft.

Box 1 x2 x(7 +9-1/4) x10-1/2 = 341 Sft.

Bed 1 x2 x(18 +5-1/8) x10-1/2 = 486 Sft.

1 x2 x(9-1/4 +12 ) x10-1/2 = 446 Sft. 3618Cft-Marked=A

Bath 2 x2 x(3 +5 ) x6 = 192 Sft.

Dress 1 x2 x(5-1/4 +5-5/8) x10-1/2 = 228 Sft.

Draw 1 x2 x(5-1/4 +5-1/4) x10-1/2 = 221 Sft.

Loung 1 x2 x(7-7/8 +5-1/4) x10-1/2 = 276 Sft.Total = 3618 [email protected]%Sft Rs. 35847/-

17

1 x1 x3 x1-1/2 = 5 Sft.

1 x1 x3-1/2 x1-1/2 = 5 Sft.

1 x1 x4-1/2 x8-1/2 = 38 Sft.

1 x1 x3 x7 = 21 Sft.

1 x3 x2-1/2 x7 = 53 Sft.

CY door 1 x1 x4 x7 = 28 Sft.


D2 1 x3 x3-1/2 x7 = 74 Sft.

1 x3 x3 x7 = 63 Sft.

Total = 137 [email protected]/Sft Rs. 59150/-18-iP/F iron sliding bolts to doors 12" longx1 x8 = 10 No @Rs.124.65/E Rs. 1247/-




Providing and fixing 1½" (40mm) thick solid flush door shutter It C.P. Finger plate and kick plate (Approved Factory Manufactured) with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping 1½"x3/8" (40mm x 10mm) around shutter including Rs.15.20 per Sft.chromium plated fitting, iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect.i/cProviding and fixing mild steel chowkat of doors, windows,C.window, etc. including holdfast, making and threadingholes for hinges, etc. complete:-a) M.S. angle iron 1½"x 1½"x ¼" (40x40x6 mm) welded with M.S. flat 2"x ¼" (50 mm x 6 mm)

19

1 x1 x4-1/2 x8-1/2 = 38 Sft.

1 x1 x3-1/2 x8-1/2 = 30 Sft.

1 x1 x3 x8-1/2 = 26 Sft.


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 1½" (40 mm) thick, with wiregauze fixed in position:-with springs or spring hinges

20

1 x2 x5 x10 = 100 Sft.


1 x1 x10 x4-3/4 = 48 Sft.


Roof 1 x1 x28-3/4 x32-1/8 = 924 Sft.

1 x1 x3-1/2 x2-5/8 = 9 Sft.

Total = 933 Sft.

Deduction.

Purgola 1 x1 x5-1/4 x5-1/4 = 28 Sft.

1 x1 x10-1/2 x5-1/4 x2-5/8 = 145 Sft.


Total = 189 Sft.Net Qty 933 ( - ) 189 744 [email protected]%Sft Rs. 29639/-

23

= 4 No.


iii- 4" dia. 4 x ( 13 ) = 52 [email protected]/Each Rs. 11554/-25

= 8 No @Rs.315.70/Each Rs. 2526/-27

137 x2 = 274 Sft.

150 x2 = 300 Sft.

Total = 574 [email protected]%Sft Rs. 5850/-27-i

Providing and fixng class room almirah consiting of 1"mm) thick solid flush shutter with deodar wood lipping ¼" (6 mm)thick all around (Approved Factory Manufactured) fixed in deodarwood frame 3"x1" (75mm x 25mm) including full hingesC.P. fittings with RCC (1:1½:3) shelves 1½" (40 mm) thick

Providing and fixing Vin board cabinet 3/4" thick withdrawers 3"deep in 'Kitchen including termite proofing andpolishing with synthetic enamel as specified, with handleshinges,screws etc., complete in all respects.2' deep with out back.








Painting new surface:- Preparing surface and painting sashes fanlights glazed or gauzed doors and windows (including edges):- 3 coats.

94 x2 = 188 Sft.


1 x2 x10 x12 = 240 Sft.

1 x1 x11 x13 = 143 Sft.

1 x1 x7 x9-1/4 = 65 Sft.

1 x1 x18 x5-1/8 = 92 Sft.

1 x1 x9-1/4 x12 = 111 Sft.

1 x2 x3 x5 = 30 Sft.

1 x1 x5-1/4 x5-5/8 = 30 Sft.

1 x1 x5-1/4 x5-1/4 = 28 Sft.

1 x1 x7-7/8 x5-1/4 = 41 Sft.

Doors 1 x1 x4-1/2 x 3/4 = 3 Sft.

1 x3 x3 x 3/4 = 7 Sft.

Step Ent 1 x1 x16 x3 = 48 Sft.

1 x1 x3-1/2 x3 = 11 Sft.

Ver 1 x1 x16-7/8 x 3/4 = 13 Sft.Total = 862 [email protected]%Sft Rs. 45998/-

28-i

1 x2 x10 x12 x 1/2 = 22 Sft.

1 x2 x11 x13 x 1/2 = 24 Sft.

1 x2 x7 x9-1/4 x 1/2 = 16 Sft.

1 x2 x18 x5-1/8 x 1/2 = 23 Sft.

1 x2 x9-1/4 x12 x 1/2 = 111 Sft.

1 x2 x5-1/4 x5-1/4 x 1/2 = 11 Sft.

1 x2 x7-7/8 x5-1/4 x 1/2 = 13 Sft.Total = 220 [email protected]%Sft Rs. 12322/-

29

PP 1 x1 x42-1/4 x3 = 127 Sft

1 x1 x29-1/5 x3 = 88 Sft

1 x1 x34 x3 = 102 Sft

1 x1 x4-1/2 x 3/4 = 3 Sft

1 x3 x3-1/2 x 3/4 = 8 SftTotal = 328 [email protected]%Cft Rs. 9803/-

30

Take 70% Qty of It.No.28 862 x 70% = 603 Rft

Take 70% Qty of It.No.29 328 x 70% = 230 RftTotal = 833 Rft@ 5.30/Rft Rs.4415/-


1½"(40 mm) thick mosaic flooring, consisting of ½ " 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"(25 mm) thick floor of 1:2:4 cement concrete,including rubbing and polishing complete with finishing :- (a) using grey cement




31

bath 1 x2 x3 x5 = 30 Sft.

1 x1 x5-1/4 x5-5/8 = 30 Sft.Total = 60 Sft @Rs.7397.00%Sft Rs. 4438/-

31-i

bath 2 x2 x(3 +5 ) x6 = 192 Sft

1 x2 x(5-1/4 +5-5/8) x6 = 131 SftTotal = 323 [email protected]%Sft Rs. 25839/-

32

= 3618 Sft.


D.P.C 1 x2 x8-1/8 x1-1/8 = 18 Sft.

1 x2 x10 x 3/4 = 15 Sft.

1 x1 x11 x 3/4 = 8 Sft.

1 x1 x5-1/4 x 3/4 = 4 Sft.

1 x1 x7 x 3/4 = 5 Sft.

1 x1 x6-3/4 x 3/4 = 5 Sft.

1 x1 x4-1/2 x 3/4 = 3 Sft.

1 x2 x3 x 3/4 = 5 Sft.

1 x2 x3-3/4 x 3/4 = 6 Sft.

1 x1 x3-1/2 x 3/4 = 3 Sft.

1 x2 x36-1/4 x1-1/8 = 82 Sft.

1 x1 x33-5/8 x1-1/8 = 38 Sft.

1 x1 x1-1/2 x 3/4 = 1 Sft.

1 x1 x25-1/8 x 3/4 = 19 Sft.

1 x1 x12-1/4 x 3/4 = 9 Sft.

1 x1 x10 x 3/4 = 8 Sft.

1 x1 x11-1/8 x 3/4 = 8 Sft.

1 x1 x6-3/8 x 3/4 = 5 Sft.

1 x1 x18 x 3/4 = 14 Sft.


1 x2 x39 x16 = 1248 Sft.

1 x2 x45-1/2 x16 = 1456 Sft.


Total Rs. 1206924/-




Take Qty item No.16 A (Plaster)




Sargodha


Sargodha


Sargodha


Sargodha


1

23 5 115.0 m @ 77.25/m Rs.8884/-

2

i- 3/0.029"

345 m @ 27.00/m Rs.9315/-

ii- 7/0.029"

3

= 150 Rft

Total 100 Rft@ 28.10/Rft Rs.2810/-

4

i) 10 x 10 cm (4"x4")10 No

Total 10 No @ 93.10/Each Rs.931/-ii) 17.5 x 10 cm (7"x4")

9 No

Total 9 No @ 129.70/Each Rs.1167/-iv) 20 x 25 cm (8"x10")

4 No

Total 4 No @ 243.80/Each Rs.975/-5

= 8 No @ 479.80/Each Rs.3838/-6

= 5 No @ 21.30/Each Rs.107/-7

= 1 No @ 1600/Each Rs.1600/-8

= 3 No @ 361.05/Each Rs.1083/-9 Supply and erection of ceiling rose, bakelite.

= 5 No @ 20.00/Each Rs.100/-10








P/Fixing of Exhaust fand 12"sweep double action plastic body made (GFC) etc complete in all respect as approved by the Engineer Incharge.



= 4 No @ 1600.00/Each Rs.6400/-11 Supply and Erection of 3 pin wall socket 5AMP

= 5 No @ 61.90/Each Rs.310/-11-i

= 2 No @ 76.30/Each Rs.153/-12

= 4 No @ 136.10/Each Rs.544/-13

= 4 No @ 26.10/Each Rs.104/-14

i) 30/35 AMP D.P1 x ( 1 ) = 1 No @ 1344.37/Each Rs.1344/-

15

24"x14"x6"1 x ( 1 ) = 1 No @ 2039.20/Each Rs.2039/-

16

= 12 Rft

Total 12 Rft@ 212.95/Rft Rs.2555/-

17

= 1 job

Total 1 Job@ 2932.35/Rft Rs.2932/-

Total. Rs. 47191/-

Say Rs. 47200/-




Supply and erection of iron/aluminum clad, 500 volts main 38.1 When the base frame is alreadyswitches with kitkat fuses, on angle iron board with 3 mm installed, the labour and composite(1/8") thick M.S. sheet covering, including bonding to earth rates will be reduced as follows:- Forwith necessary flexible pipe and thimbles, etc.

Providing and fixing M.S. iron box for housing main switches, dittomade of 1.5 mm (1/16") thick M.S. sheet, with lockingarrangement, including painting:-




Muzaffargarh.


Sargodha


Sargodha

SubEngineer,


Muzaffargarh.

2

= 2 No @ 1302.10/Each Rs.2604/-3




= 6 No @ 300.80/Each Rs.1805/-8

= 3 No @ 500.60/Each Rs.1502/-9

= 2 No @ 2319.90/Each Rs.4640/-

10

= 2 No @ 351.20/Each Rs.702/-

11

= 5 No @ 428.00/Each Rs.2140/-

12

= 2 No @ 334.30/Each Rs.669/-

13

= 2 No @ 345.25/Each Rs.691/-

14

= 2 No @ 322.15/Each Rs.644/-

15

= 2 No @ 324.80/Each Rs.650/-

16 P/F C.I soil pipe with cement caulked joints.

iii- 4" dia. = 42 No @ 184.90/Rft Rs.7766/-


(Sanitary Installation Portion)

Providing and fitting glazed earthen ware water closetorrisa pattern complete i/c cost of P trap glazed.




Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) single way






17

= 30 Kg @ 100.00/Kg Rs.3000/-19

i- 1/2" dia. = 55 Rft@ 57.90/Rft Rs.3185/-

ii- 3/4" dia. = 60 Rft@ 73.65/Rft Rs.4419/-20


Say Rs. 40600/-

P/F cast iron specials such as tees bends etc completecement caulked joints.




Sargodha


Sargodha

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. = 190 Rft@ 109.20/Rft Rs.20748/-1 P/F sui gas lamp best quality

= 3 No @ 450.00/Each Rs.1350/-

3

= 3 No @ 5000.00/Each Rs.15000/-3

= 1 No @ 2100.00/Each Rs.2100/-

4 P/F handle valve best qualityi) 1" dia = 1 No @ 250.00/Each Rs.250/-

1/2" dia = 10 No @ 200.00/Each Rs.2000/-

Total. Rs. 52719/-

Say Rs. 52700/-


(Sui Gas Portion)





Sargodha


Sargodha


Sargodha

(ABSTRACT OF COST)




Total: - Rs. 1007753.00

Say. Rs. 1008000.00



CONSTRUCTION OF GARAGES 5 NOS


Sargodha


Sargodha

Building Protion

1

Outer w1 1 x207-1/4 x3-1/4 x3 = 2021 Cft

inner w1 4 x15-1/2 x3-1/4 x3 = 605 Cft 2626Cft-Marked=A

Toe wal1 x2 x20-1/8 x1-1/2 x1 = 60 Cft

F/B 1 x2 x93-1/8 x1-1/2 x1 = 279 Cft 339Cft-Marked=B

Total = 2965 Cft @Rs.2795.75%oCft

2



3



4

Outer w1 x1 x207-1/4 x2-1/4 x 1/4 = 117 Cft.

1 x1 x207-1/4 x1-7/8 x 1/4 = 97 Cft.

1 x1 x207-1/4 x1-1/2 x 1/4 = 78 Cft.

1 x1 x207-1/4 x1-1/8 x 1/4 = 58 Cft.

1 x1 x207-1/4 x 3/4 x4-3/4 = 738 Cft.

Inner w1 x4 x16-1/2 x2-1/4 x 1/4 = 37 Cft.

1 x4 x16-7/8 x1-7/8 x 1/4 = 32 Cft.

1 x4 x17-1/4 x1-1/2 x 1/4 = 26 Cft.

1 x4 x17-5/8 x1-1/8 x 1/4 = 20 Cft.

1 x4 x18 x 3/4 x4-3/4 = 257 Cft.

Appron1 x2 x20-1/8 x 3/4 x2-1/4 = 68 Cft.

1 x2 x93-1/8 x 3/4 x2-1/4 = 314 Cft.

Total. = 1842 [email protected]%Cft

DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5 NO.


P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth.



5

Outer w1 x2 x207-1/4 x 3/4 = 311 Sft.

1 x4 x18 x 3/4 = 54 Sft.


D/D openings

D 1 x4 x12 x 3/4 = 36 Sft.

Total.(B) = 36 Sft.

Net Total (A-B) = 329 [email protected]%Sft

6

1 x1 x207-1/4 x1-1/8 = 233 Sft.


7

Take 2/3 of2965 x 2/3 = 1978 Cft

Total. = 1978 [email protected]%oCft

7-i

1 x5 x16-8/9 x18 x3-1/4 = 4954 Cft.

Appron1 x2 x20-1/8 x2-1/4 x2-3/8 = 215 Cft.

1 x2 x93-1/8 x2-1/4 x2-3/8 = 995 Cft.

Total = 1210 Cft

Net Qty. 1210.0 ( - ) 1978 = -768 [email protected]%oCft8

1 x5 x17 x18 x 1/3 = 510 Cft.

Appron1 x2 x20-1/8 x2-1/4 x 1/3 = 30 Cft.

1 x2 x93-1/8 x2-1/4 x 1/3 = 140 Cft.Total = 680 Cft @Rs.947.80%Cft






9

680 = 680 Cft


10

outer w1 x1 x207-1/4 x 3/4 x11 = 1710 Cft.

1 x2 x18 x 3/4 x11 = 297 Cft.

Total. = 2007 Cft.

Deduction.

D 1 x5 x12 x 3/4 x11 = 495 Cft.

Lintels1 x5 x13-1/2 x 3/4 x1 = 51 Cft. 51Cft-Marked=A


Net Qty.2007 ( - ) 546 = 1461 [email protected]%Cft

11

10 = 51 Cft.

1 x1 x85-5/8 x19-1/2 x 5/12 = 696 Cft.

Pardi 1 x2 x89-5/8 x4 x 1/3 = 239 Cft.

1 x2 x23-1/2 x4 x 32/97 = 62 Cft.Total = 1048 [email protected]/Cft





Lintels

Take Qty item No.Roof slab

12


1048 x6.75 x0.454 = 3212 Kg @Rs.8973.05%Kg

13

1 x5 x17 x18 = 1530 Cft.


14

5 x2 x(17 +18 ) x10-1/2 = 3675 Sft. 3675Cft-Marked=A


15

1 x5 x12 x11 = 660 Sft.


16

Roof 1 x1 x89-1/8 x23 = 2050 Sft.

Total = 2050 Sft.

Deduction.

Khurra1 x4 x2 x2 = 16 Sft.

Total = 16 Sft.Net Qty 2050 ( - ) 16 2034 [email protected]%Sft

17

= 4 No.

Total. = 4 [email protected]/Each




Providing and fixing 24 SWG G.I. sheet rolling shutter,consisting of steel frame of M.S. channel 2"x1¼"x1/8"(50x30x3 mm), angle iron 1½"x1½"x1/8" (40x40x3 mm),M.S. plate 1'x1'x1/8" (300x300x3 mm), G.I. pipe 1½" (37mm) dia, springs 2' (600 mm) centre to centre, rollers, 24SWG G.I. covering 1 ft. x 1 ft. (300x300 mm), handles,holdfast, and painting three coats, complete in allrespects.



24

iii- 4" 4 x ( 13 ) = 52 [email protected]/Each

25

= 8 No @Rs.315.70/Each

26

Floor 1 x5 x17 x18 = 1530 Sft

Appron1 x2 x20-1/8 x3 = 121 Sft

1 x2 x93-1/8 x3 = 559 SftTotal = 2210 Sft @Rs.2988.60%Cft

27

2210 x 70% = 1547 RftTotal = 1547 Rft@ 5.30/Rft






28

= 3675 Sft.

Total = 3675 Sft @Rs.254.00%Sft

29

Outer w1 x1 x207-1/4 x 3/4 = 155 Sft.

1 x4 x18 x 3/4 = 54 Sft.


30

Outer w1 x2 x85-5/8 x14 = 2398 Sft.

1 x2 x19-1/2 x14 = 546 Sft.

Total(A) = 2944 Sft

D/D 1 x5 x12 x11 = 660 Sft.

Total(B) = 660 Sft

Net Total = 2284 Sft @Rs.1257.60%Sft

Total




cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.


Sargodha


Sargodha

Building Protion

Rs. 8289/-

Rs. 38964/-

Rs. 3669/-

Rs. 163630/-

DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5 NO.

Rs. 9247/-

Rs. 4778/-

Rs. 2663/-

Rs. 0/-

Rs. 6445/-

Rs. 15809/-

Rs. 138888/-

Rs. 211644/-

Rs. 288214/-

Rs. 17896/-

Rs. 36412/-

Rs. 123948/-

Rs. 81030/-

Rs. 1127/-

Rs. 11554/-

Rs. 2526/-

Rs. 66048/-

Rs.8199/-

Rs. 9335/-

Rs. 2628/-

Rs. 28724/-

Rs. 993453/-


Sargodha


1

5 8 40.0 m @ 77.25/m

2

2 5 8 40.0 m @ 27.00/m

3

= 90 Rft

Total 90 Rft@ 28.10/Rft

4

i) 10 x 10 cm (4"x4")5 No

Total 5 No @ 93.10/Eachii) 17.5 x 10 cm (7"x4")

5 No


DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5NOS



i- 3/0.029"



5

= 5 No @ 479.80/Each6

= 5 No @ 21.30/Each8

= 3 No @ 361.05/Each9

= 5 No @ 20.00/Each9 S/E of switch 5 Amp Piano type.

= 10 No @ 20.80/Each16

= 12 Rft


Total.

Say




Supply and erection of ceiling rose, bakelite.


Sub Engineer,


Muzaffargarh.


Sargodha


Sargodha

Sub Engineer,


Muzaffargarh.


Rs.3090/-

Rs.1080/-

Rs.2529/-

Rs.466/-

Rs.649/-

DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5NOS

Rs.2399/-

Rs.107/-

Rs.1083/-

Rs.100/-

Rs.208/-

Rs.2555/-

Rs. 14266/-

Rs. 14300/-Executive EngineerProvincial Buildings Division

Muzaffargarh.


Sargodha


Muzaffargarh.

(ABSTRACT OF COST)

Sr. No. Description

1 Cost of Buildings Portion. Rs.

2 Cost of Electric Installation. Rs.

Total: - Rs.

Say. Rs.



CONSTRUCTION OF CHOWKIDAR HUT

Sub Divisional OfficerProvincial Buildings Sub

Division-ISargodha


Sargodha

(ABSTRACT OF COST)

Amount

153000.00

5100.00

158100.00

158000.00



CONSTRUCTION OF CHOWKIDAR HUT


Sargodha

Building Protion

1

Outer wall 1 1 x43 x3-1/4 x3 = 419 Cft A

Toe wall si1 x1 x70 x1-1/2 x1 = 105 Cft B






Outer walls1 x1 x43 x2-1/4 x 1/4 = 24 Cft.

1 x1 x43 x1-7/8 x 1/4 = 20 Cft.

1 x1 x43 x1-1/2 x 1/4 = 16 Cft.

1 x1 x43 x1-1/8 x 1/4 = 12 Cft.

1 x1 x43 x 3/4 x4-3/4 = 153 Cft.

Appron To1 x1 x70 x 3/4 x2-1/4 = 118 Cft.


Outer walls1 x2 x43 x 3/4 = 65 Sft.

Total.(A) = 65 Sft.

D/D openings

D 1 x1 x3 x 3/4 = 2 Sft.

DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT.






Total.(B) = 2 Sft.


1 x1 x43 x1-1/8 = 48 Sft.


Take 2/3 of It. 524 x 2/3 = 350 Cft


1 x1 x10 x10 x3-1/4 = 325 Cft.

Appron To1 x1 x70 x2-1/4 x2-3/8 = 374 Cft.

Total = 374 Cft

Net Qty. 374.0 ( - ) 350 = 24 [email protected]%oCft Rs. 128/-8

1 x1 x10 x10 x 1/3 = 33 Cft.

Appron To1 x1 x70 x2-1/4 x 1/3 = 53 Cft.Total = 86 Cft @Rs.947.80%Cft Rs. 815/-

9

86 = 86 Cft


outer wall 1 x1 x43 x 3/4 x10 = 323 Cft.

Total. = 323 Cft.

Deduction.

D 1 x1 x3 x 3/4 x7 = 16 Cft.

1 x1 x6 x 3/4 x4 = 18 Cft.

Lintels D1 1 x1 x4-1/2 x 1/2 x 1/2 = 1 Cft. 5Cft-Marked=A

1 x1 x7-1/2 x 3/4 x 3/4 = 4 Cft.









Net Qty. 323 ( - ) 39 = 284 [email protected]%Cft Rs. 26998/-11

Lintels

10 = 5 Cft.

Roof slab 1 x1 x15-1/2 ### x 5/12 = 100 Cft.

Pardi 1 x2 x15-1/2 x 32/97 x1 = 10 Cft.Total = 115 [email protected]/Cft Rs. 23224/-

12


115 x5.00 x0.454 = 261 Kg @Rs.8973.05%Cft Rs. 23420/-13

1 x1 x10 x10 = 100 Cft.


1 x2 x(10 +10 ) x10-1/2 = 420 Sft. 420Cft-Marked=A


Roof 1 x1 x15-1/2 x15-1/2 = 240 Sft.

Total = 240 Sft.

Deduction.


Total = 4 Sft.


Take Qty item No.





Net Qty 240 ( - ) 4 236 [email protected]%Sft Rs. 9402/-17

= 1 No.

Total. = 1 [email protected]/Each Rs. 282/-


28

Floor1 x1 x10 x10 = 100 Sft

Appron To1 x1 x70 x3 = 210 SftTotal = 310 Sft @Rs.2988.60%Cft Rs. 9265/-

29


30

= 420 Sft.


Outer walls1 x1 x43 x 3/4 = 32 Sft.


Outer walls1 x2 x11-1/2 x14 = 322 Sft.

1 x2 x11-1/2 x14 = 322 Sft.

Total(A) = 644 Sft

D/D 1 x1 x3 x7 = 21 Sft.

1 x1 x6 x4 = 24 Sft.

Total(B) = 45 Sft

Net Total = 599 Sft @Rs.1257.60%Sft Rs. 7533/-

Total Rs. 153384/-

Say Rs. 153000/-







cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks.


Sargodha


Sargodha


1

1 8.5344 5.0 m @ 77.25/m

2

2 1 8.5344 9.0 m @ 27.00/m

3

= 100 Rft


4

i) 10 x 10 cm (4"x4")1 No


1 No


DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT


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:i- 3/0.029"



ii) 17.5 x 10 cm (7"x4")

5

= 2 No @ 479.80/Each6

= 1 No @ 21.30/Each8

= 1 No @ 361.05/Each9

= 2 No @ 20.00/Each9 S/E of switch 5 Amp Piano type.

= 3 No @ 20.80/Each

Total.

Say




Supply and erection of ceiling rose, bakelite.

Sub Engineer,


Muzaffargarh.


Sargodha


Sargodha

Sub Engineer,


Muzaffargarh.


Rs.386/-

Rs.243/-

Rs.2810/-

Rs.93/-

Rs.130/-

DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT

Rs.960/-

Rs.21/-

Rs.361/-

Rs.40/-

Rs.62/-

Rs. 5106/-

Rs. 5100/-Executive EngineerProvincial Buildings Division

Muzaffargarh.


Sargodha


Muzaffargarh.

1

1 1 x30 x35 = 1050 Sft

1 x1 x30 x15-1/2 = 465 Sft

1 x2 x(30 +15-1/2) x 1/3 = 30 SftTotal 1545 Sft @Rs.140.00/Sft Rs. 216300/-

2

1 1 x30 x35 = 1050 SftTotal = 1050 Sft. @Rs.75.00/Sft Rs. 78750/-

3

1 x2 x(30 +35 ) x10 = 1300 Sft

Total 1300 Sft @Rs.690.10%Sft Rs. 8971/-Total Rs. 304021/-

Say Rs. 304000/-

RENNOVATION/IMPROVEMENT OF LIBRARY AT IN SERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA


P/L Gypsum board false ceiling 2'x2' size sheets using aluminum T-section hold with wire 1/8" under R.C.C roof using "Rawal" plug etc complete as approved/Directed by the Engineer Incharge.

Preparing surface and painting with emulsion paint:- 2 coats after scraping ordinary distempter


Sargodha


Sargodha

(278.9+217.15)+194.05=690.1

1

D2 1 x2 x4 x7 = 56 Sft.

D3 1 x18 x3-1/2 x7 = 441 Sft.

D8 1 x18 x3 x7 = 378 Sft.

Total = 875 Sft. @Rs.316.15/Sft

21 x38 = 38 No @Rs.124.65/E

3

2 times Q2 x875 = 1750 Sft.Total = 1750 Sft. @Rs.1019.20%Sft

4

W 18 x3 x6 x5-1/2 = 1782 Sft.Total = 1782 Sft. @Rs.346.90%Sft

5

Ceilings 1 x18 x14-1/4 x18-1/2 = 4745 Sft.

1 x2 x27 x19 = 1026 Sft.

1 x2 x36 x22-1/4 =1 x1 x14-1/4 x19 = 271 Sft.

1 x1 x9-1/4 x12-1/4 = 113 Sft.

1 x1 x24-1/4 x17-1/2 = 424 Sft.

1 x1 x76 x6 = 456 Sft.

Total = 7035 Sft. @Rs.114.60/%Sft

6

Walls 18 x2 x(14-1/4 +18-1/2) x11 = 12969 Sft.

1 x2 x(27 +19 ) x11 = 1012 Sft.

1 x2 x(36 +22-1/4) x11 = 1282 Sft.

1 x2 x(14-1/4 +19 ) x11 = 732 Sft.

1 x1 x(9-1/4 +12-1/4) x11 = 237 Sft.

1 x2 x(24-1/4 +17-1/2) x11 = 919 Sft.

1 x2 x76 +6 ) x11 = 1804 Sft.

1 x2 x36 x2-1/2 = 180 Sft.Total = 19135 Sft. @Rs.153.60%Sft

RENNOVATION/IMPROVEMENT OF HOSTEL NO.1 AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA

Providing and fixing 1½" (40mm) thick solid flush door It C.P. Finger plate and kick plate shutter sterling with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping1½"x3/8" (40mm x 10mm) around shutter chromium plated fitting, iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect. (Sterling / Oosman Bros / Equivalent ).Leaf only


Preparing surface and painting to doors and windows any type 3 coats on new surface.

Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface.

Distemptering 1 coat on old surface.

Distempering 2 coats on old surface i/c scraping ordinary distemper.

7

Din 1 x1 x22 x35 = 770 Sft

1 x1 x22 x9-1/3 = 205 Sft

1 x1 x19 x14 = 266 Sft

1 x1 x7 x6-3/4 = 47 Sft

Total. = 1288 Sft @Rs.140.00/Sft

8

WC 2 x5 x3 x4-1/2 x 1/8 = 17 Cft

bath 2 x3 x4 x5 x 1/8 = 15 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/8 = 44 Cft

2 x1 x10-3/4 x5-3/8 x 1/8 = 4 Cft

dado 10 x2 x(3 +4-1/2) x5 x 0.0417 = 31 Cft

6 x2 x(4 +5 ) x5 x 0.0417 = 23 Cft

2 x2 x(24-1/4 +7-1/3) x5 x 0.0417 = 26 Cft

2 x2 x(10-3/4 +5-3/8) x5 x 0.0417 = 13 Cft

Total. = 173 Cft @Rs.2845.90%Cft

9

WC 2 x5 x3 x4-1/2 x 1/3 = 45 Cft

bath 2 x3 x4 x5 x 1/3 = 40 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/3 = 117 Cft

2 x1 x10-3/4 x5-3/8 x 1/3 = 11 Cft


10

WC 2 x5 x3 x4-1/2x 0.0833 = 11 Cft

bath 2 x3 x4 x5 x 0.0833 = 10 Cft

Lav 2 x1 x24-1/4 x7-1/3x 0.0833 = 30 Cft

2 x1 x10-3/4 x5-3/8x 0.0833 = 3 Cft


11

= 10 No @ 1302.10/Each

12

= 10 No @ 936.00/Each

13 P/F shower rose 1/2"x4"

= 3 No @ 314.00/Each

14 P/F C.P stop cock 1/2" dia

= 6 No @ 174.80/Each


Dismantling C conc plain (1:2:4)

dismantling floor Lav

Dismantling mud conc


C cocn plain (1:2:4) i/c placing mixing finishing curing etc complete.

Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.4" dia


15 P/F C.P bib cock 1/2" dia

= 6 No @ 300.80/Each

16

= 3 No @ 500.60/Each

17

= 8 No @ 2319.90/Each

18

= 2 No @ 604.75/Each

19

= 26 No @ 428.00/Each

20

= 2 No @ 334.30/Each

21

= 8 No @ 345.25/Each

22

= 8 No @ 322.15/Each

23

= 8 No @ 324.80/Each

24

iii- 4" dia. = 280 Rft@ 222.20/Rft

iii- 6" dia. = 24 Rft@ 477.80/Rft25

= 25 No @ 315.70/E











26

= 25 No @ 957.10/E27

i- 1/2" dia. = 120 Rft@ 8.00/Rft

ii- 3/4" dia. = 150 Rft@ 8.00/Rft

ii- 1" dia. = 150 Rft@ 8.00/Rft28

i- 1/2" dia. = 100 Rft@ 57.90/Rft

ii- 3/4" dia. = 130 Rft@ 73.65/Rft

ii- 1" dia. = 130 Rft@ 109.20/Rft29

= 50 Rft@ 100.15/Rft30

WC 2 x5 x3 x4-1/2 x 1/3 = 45 Cft

bath 2 x3 x4 x5 x 1/3 = 40 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/3 = 117 Cft

2 x1 x10-3/4 x5-3/8 x 1/3 = 11 Cft


31

dado 10 x2 x(3 +4-1/2) x5 = 750 Sft

6 x2 x(4 +5 ) x5 = 540 Sft

2 x2 x(24-1/4 +7-1/3) x5 = 632 Sft

2 x2 x(10-3/4 +5-3/8) x5 = 323 Sft

Total. = 2245 Sft @Rs.7999.80%Sft

32

Front 1 x1 x11 x24 = 264 Sft

1 x1 x13-1/2 x24 = 324 Sft

1 x1 x73 x24 = 1752 Sft

Side 1 x1 x23 x24 = 552 Sft


Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipes orconduit wiring, etc. of all sizes including making gooddamaged surface (building portion):-



Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick, laid in white cement and pigment on a bed of ¾" (20 mm) thick cement mortar 1:2

Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement, sand mortar 3/4"(20mm) thick, including finishing.

Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: new surface 2 coats

1 x1 x10 x24 = 240 Sft

1 x1 x7-1/4 x24 = 174 Sft

1 x1 x6-1/2 x24 = 156 Sft

1 x1 x9-3/4 x24 = 234 Sft

Back 1 x1 x28 x24 = 672 Sft

1 x1 x8 x24 = 192 Sft

1 x1 x59 x24 = 1416 Sft

1 x1 x19 x24 = 456 Sft

Din 1 x2 x49 x13 = 1274 Sft

1 x1 x50-3/4 x13 = 660 Sft

1 x1 x13 x13 = 169 Sft


33

1 x1 x10 x8-1/2 = 85 Sft

Total = 85 Sft @Rs.865.45/Sft

34

1 x5 x30 = 150 Rft

1 x2 x13 = 26 Rft

1 x17 x13 = 221 Rft

Total. = 397 Rft @Rs.222.20/Rft

Total

R/O First class deodar wood wrought joinery in doors and windows, etc. panelled, or panelled or glazed, or fully glazed, fixed in position, including chowkat, holdfast,hinges, tower bolts, chocks, rubber stop, cleats/G.I. clamps, handles and chord with hooks, etc. complete (excluding sliding bolt or lock):- 2" thick.

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:- 4" dia


Sargodha


Sargodha

Rs. 276631/-

Rs. 4737/-

Rs. 17836/-

Rs. 6182/-

Rs. 8062/-

Rs. 29391/-


Rs. 180320/-

Rs. 4923/-

Rs. 1102/-

Rs. 6916/-

Rs.13021/-

Rs.9360/-

Rs.942/-

Rs.1049/-

Rs.1805/-

Rs.1502/-

Rs.18559/-

Rs.1210/-

Rs.11128/-

Rs.669/-

Rs.2762/-

Rs.2577/-

Rs.2598/-

Rs.62216/-

Rs.11467/-

Rs.7893/-

Rs.23928/-

Rs.960/-

Rs.1200/-

Rs.1200/-

Rs.5790/-

Rs.9575/-

Rs.14196/-

Rs.5008/-

Rs. 15756/-

Rs. 179596/-

Rs. 93633/-

Rs. 73563/-

Rs. 88213/-

Rs. 1197476/-


Sargodha

1

D2 1 x2 x4 x7 = 56 Sft.

D3 1 x18 x3-1/2 x7 = 441 Sft.

D8 1 x18 x3 x7 = 378 Sft.

Total = 875 Sft. @Rs.316.15/Sft2

1 x38 = 38 No @Rs.124.65/E3

2 times Qt2 x875 = 1750 Sft.Total = 1750 Sft. @Rs.1019.20%Sft

4

W 18 x3 x6 x5-1/2 = 1782 Sft.Total = 1782 Sft. @Rs.346.90%Sft

5

Ceilings 1 x18 x14-1/4 x18-1/2 = 4745 Sft.

1 x2 x27 x19 = 1026 Sft.

1 x2 x36 x22-1/4 =1 x1 x14-1/4 x19 = 271 Sft.

1 x1 x9-1/4 x12-1/4 = 113 Sft.

1 x1 x24-1/4 x17-1/2 = 424 Sft.

1 x1 x76 x6 = 456 Sft.

Total = 7035 Sft. @Rs.114.60/%Sft

6

Walls 18 x2 x(14-1/4 +18-1/2) x11 = 12969 Sft.

1 x2 x(27 +19 ) x11 = 1012 Sft.

1 x2 x(36 +22-1/4) x11 = 1282 Sft.

1 x2 x(14-1/4 +19 ) x11 = 732 Sft.

1 x1 x(9-1/4 +12-1/4) x11 = 237 Sft.

1 x2 x(24-1/4 +17-1/2) x11 = 919 Sft.

1 x2 x76 +6 ) x11 = 1804 Sft.


Providing and fixing 1½" (40mm) thick solid flush door It C.P. Finger plate and kick plate shutter sterling with commercial ply (5 mm thick) are not provided/fixed the on both sides double pressed and deodar wood lipping1½"x3/8" (40mm x 10mm) around shutter chromium plated fitting, iron hinges with aluminium kick plate 22 SWG on both sides & finger plate complete in all respect. (Sterling / Oosman Bros / Equivalent ).Leaf only



Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface.

Distemptering 1 coat on old surface.


1 x2 x36 x2-1/2 = 180 Sft.Total = 19135 Sft. @Rs.153.60%Sft

7

Din 1 x1 x22 x35 = 770 Sft

1 x1 x22 x9-1/3 = 205 Sft

1 x1 x19 x14 = 266 Sft

1 x1 x7 x6-3/4 = 47 Sft

Total. = 1288 Sft @Rs.140.00/Sft8

WC 2 x5 x3 x4-1/2 x 1/8 = 17 Cft

bath 2 x3 x4 x5 x 1/8 = 15 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/8 = 44 Cft

2 x1 x10-3/4 x5-3/8 x 1/8 = 4 Cft

dado 10 x2 x(3 +4-1/2) x5 x 0.0417 = 31 Cft

6 x2 x(4 +5 ) x5 x 0.0417 = 23 Cft

2 x2 x(24-1/4 +7-1/3) x5 x 0.0417 = 26 Cft

2 x2 x(10-3/4 +5-3/8) x5 x 0.0417 = 13 Cft


9

WC 2 x5 x3 x4-1/2 x 1/3 = 45 Cft

bath 2 x3 x4 x5 x 1/3 = 40 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/3 = 117 Cft

2 x1 x10-3/4 x5-3/8 x 1/3 = 11 Cft


10

WC 2 x5 x3 x4-1/2x 0.0833 = 11 Cft

bath 2 x3 x4 x5 x 0.0833 = 10 Cft

Lav 2 x1 x24-1/4 x7-1/3x 0.0833 = 30 Cft

2 x1 x10-3/4 x5-3/8x 0.0833 = 3 Cft


11

= 10 No @ 1302.10/Each12

= 10 No @ 1302.10/Each13 P/F shower rose 1/2"x4"

= 3 No @ 314.00/Each










= 6 No @ 174.80/Each15 P/F C.P bib cock 1/2" dia

= 6 No @ 300.80/Each16

= 3 No @ 500.60/Each17

= 8 No @ 2319.90/Each

18

= 2 No @ 604.75/Each

19

= 26 No @ 428.00/Each

20

= 2 No @ 334.30/Each

21

= 8 No @ 345.25/Each

22

= 8 No @ 322.15/Each

23

= 8 No @ 324.80/Each

24

iii- 4" dia. = 280 Rft@ 222.20/Rft

iii- 6" dia. = 24 Rft@ 477.80/Rft


Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. i) Coloured, with








25

= 25 No @ 315.70/E26

= 25 No @ 957.10/E27

i- 1/2" dia. = 120 Rft@ 8.00/Rft

ii- 3/4" dia. = 150 Rft@ 8.00/Rft

ii- 1" dia. = 150 Rft@ 8.00/Rft28

i- 1/2" dia. = 100 Rft@ 57.90/Rft

ii- 3/4" dia. = 130 Rft@ 73.65/Rft

ii- 1" dia. = 130 Rft@ 109.20/Rft29

= 50 Rft@ 100.15/Rft30

WC 2 x5 x3 x4-1/2 x 1/3 = 45 Cft

bath 2 x3 x4 x5 x 1/3 = 40 Cft

Lav 2 x1 x24-1/4 x7-1/3 x 1/3 = 117 Cft

2 x1 x10-3/4 x5-3/8 x 1/3 = 11 Cft


31

dado 10 x2 x(3 +4-1/2) x5 = 750 Sft

6 x2 x(4 +5 ) x5 = 540 Sft

2 x2 x(24-1/4 +7-1/3) x5 = 632 Sft

2 x2 x(10-3/4 +5-3/8) x5 = 323 Sft

Total. = 2245 Sft @Rs.7999.80%Sft

32






Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick, laid in white cement and pigment on a bed of ¾" (20 mm) thick cement mortar 1:2



Front 1 x1 x11 x24 = 264 Sft

1 x1 x13-1/2 x24 = 324 Sft

1 x1 x73 x24 = 1752 Sft

Side 1 x1 x23 x24 = 552 Sft

1 x1 x10 x24 = 240 Sft

1 x1 x7-1/4 x24 = 174 Sft

1 x1 x6-1/2 x24 = 156 Sft

1 x1 x9-3/4 x24 = 234 Sft

Back 1 x1 x28 x24 = 672 Sft

1 x1 x8 x24 = 192 Sft

1 x1 x59 x24 = 1416 Sft

1 x1 x19 x24 = 456 Sft

Din 1 x2 x49 x13 = 1274 Sft

1 x1 x50-3/4 x13 = 660 Sft

1 x1 x13 x13 = 169 Sft


33

1 x1 x10 x8-1/2 = 85 Sft

Total = 85 Sft @Rs.865.45/Sft34

1 x5 x30 = 150 Rft

1 x2 x13 = 26 Rft

1 x17 x13 = 221 Rft

Total. = 397 Rft @Rs.222.20/Rft

Total

R/O First class deodar wood wrought joinery in doors and windows, etc. panelled, or panelled or glazed, or fully glazed, fixed in position, including chowkat, holdfast,hinges, tower bolts, chocks, rubber stop, cleats/G.I. clamps, handles and chord with hooks, etc. complete (excluding sliding bolt or lock):- 2" thick.

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:- 4" dia


Sargodha


Sargodha

Rs. 276631/-

Rs. 4737/-

Rs. 17836/-

Rs. 6182/-

Rs. 8062/-


Rs. 29391/-

Rs. 180320/-

Rs. 4923/-

Rs. 1102/-

Rs. 6916/-

Rs.13021/-

Rs.13021/-

Rs.942/-

Rs.1049/-

Rs.1805/-

Rs.1502/-

Rs.18559/-

Rs.1210/-

Rs.11128/-

Rs.669/-

Rs.2762/-

Rs.2577/-

Rs.2598/-

Rs.62216/-

Rs.11467/-

Rs.7893/-

Rs.23928/-

Rs.960/-

Rs.1200/-

Rs.1200/-

Rs.5790/-

Rs.9575/-

Rs.14196/-

Rs.5008/-

Rs. 15756/-

Rs. 179596/-

Rs. 93633/-

Rs. 73563/-

Rs. 88213/-

Rs. 1201137/-


Sargodha

1

G.F+F.F2 x11 x3-3/4 x6-3/4 = 557 SftTotal = 557 Sft @Rs.347.50/Sft

2

G.F+F.F1 x16 x2-1/2 x7 = 280 Sft

1 x2 x3 x7 = 42 SftTotal = 322 Sft @Rs.372.50/Sft

3

2 x557 = 1114 Sft.Total = 1114 Sft. @Rs.630.60/%Sft

4

2 x322 = 644 Sft.Total = 644 Sft. @Rs.1019.20%Sft

5

Lav 10 x1 x3 x4-1/2 x 1/8 = 17 Cft

6 x1 x4 x5 x 1/8 = 15 Cft

1 x1 x24-1/4 x17-1/2 x 1/8 = 53 Cft

12 x1 x4 x5 x 1/8 = 30 Cft

3 x1 x15-1/2 x10-3/4 x 1/8 = 62 Cft

Lav 10 x2 x(3 +4-1/2) x7 0.083 = 87 Cft

6 x2 x(4 +5 ) x7 0.083 = 63 Cft

1 x2 x(24-1/4 +17-1/2) x7 0.083 = 49 Cft

12 x2 x(4 +5 ) x7 0.083 = 125 Cft

3 x2 x(15-1/2 +10-3/4) x7 0.083 = 92 Cft


6

Lav 10 x1 x3 x4-1/2 x 1/4 = 34 Cft

RENNOVATION/IMPROVEMENT OF HOSTEL NO.6 (Shaheen Hall) AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA

R/O First class deodar wood wrought joinery work in wire gauze doors and windows, with 22 SWG G.I. wire gauze, 12x12 meshes per square inches (5x5 per cm 2) including of chowkat.iron fittings etc. complete:-b) deodar wood framing 1½" (40 mm) thick, with wire gauze fixed in position:-ii) with springs or spring hinges

R/OProviding and fixing 1½" (40 mm) thick deodar wood panelled or panelled and glazed, doors and windows, w/o mild steel chowkat (frame), etc. complete in all respect (excluding sliding bolt or lock)

Preparing surface and painting sashes, fan light,glazed or gauzed doors and windows etc. any type (including edges):-3 coats on new surface.

2 times Qty item No.1


2 times Qty item No.2





6 x1 x4 x5 x 1/4 = 30 Cft

1 x1 x24-1/4 x17-1/2 x 1/4 = 106 Cft

12 x1 x4 x5 x 1/4 = 60 Cft

3 x1 x15-1/2 x10-3/4 x 1/4 = 125 Cft


7

Lav 10 x1 x3 x4-1/2 x 1/4 = 34 Cft

6 x1 x4 x5 x 1/4 = 30 Cft

1 x1 x24-1/4 x17-1/2 x 1/4 = 106 Cft

12 x1 x4 x5 x 1/4 = 60 Cft

3 x1 x15-1/2 x10-3/4 x 1/4 = 125 Cft


8

Lav 10 x1 x3 x4-1/2 0.083 = 11 Cft

6 x1 x4 x5 0.083 = 10 Cft

1 x1 x24-1/4 x17-1/2 0.083 = 35 Cft

12 x1 x4 x5 0.083 = 20 Cft

3 x1 x15-1/2 x10-3/4 0.083 = 41 Cft

Total. = 117 Cft @Rs.12806.65%Cft

9

Lav 10 x1 x3 x4-1/2 = 135 Sft

6 x1 x4 x5 = 120 Sft

1 x1 x24-1/4 x17-1/2 = 424 Sft

12 x1 x4 x5 = 240 Sft

3 x1 x15-1/2 x10-3/4 = 500 Sft


10

Lav 10 x2 x(3 +4-1/2) x7 = 1050 Sft.

6 x2 x(4 +5 ) x7 = 756 Sft.

1 x2 x(24-1/4 +17-1/2) x7 = 585 Sft.

12 x2 x(4 +5 ) x7 = 1512 Sft.

3 x2 x(15-1/2 +10-3/4) x7 = 1103 Sft.Total = 5006 Sft. @Rs.7999.80%Sft

11

= 6 No @ 1302.10/Each

12

= 6 No @ 936.00/Each13 P/F shower rose 1/2"x4"

= 3 No @ 314.00/Each

Providing, laying, watering and ramming brick ballast 1½"to 2"(40 mm to 50 mm) gauge mixed with 25% sand, forfloor foundation, complete in all respects.


Laying floor of approved coloured glazed tiles ¼ "(6 mm) thick, laid in white cement and pigment on a bed of ¾"(20 mm) thick cement mortar 1:2.





= 6 No @ 174.80/Each11 P/F C.P bib cock 1/2" dia

= 6 No @ 300.80/Each15

= 3 No @ 500.60/Each16

= 8 No @ 2319.90/Each

17

= 2 No @ 604.75/Each

18

= 26 No @ 428.00/Each

19

= 2 No @ 334.30/Each

20

= 8 No @ 345.25/Each

21

= 8 No @ 322.15/Each

22

= 8 No @ 324.80/Each

23

x4 x150 = 600 Rft


Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. i)





Providing and fixing glass shelf 60x13 cm (24"x5"), with5mm thick glass:- i) with chromium plated brackets and railing.Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

Providing, laying, cutting, jointing, testing and disinfecting pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:-

iii- 4" dia.Lav

RWP 1 x11 x35 = 385 Rft

1 x6 x13 = 78 Rft

1 x20 x13 = 260 Rft

Total = 1323 Rft @ 222.20/Rft

iii- 6" dia. = 150 Rft @ 477.80/Rft24

= 40 No @ 315.70/E25

= 40 No @ 957.10/E26

i- 1/2" dia. = 120 Rft@ 8.00/Rft

ii- 3/4" dia. = 150 Rft@ 8.00/Rft

ii- 1" dia. = 150 Rft@ 8.00/Rft27

i- 1/2" dia. = 300 Rft@ 57.90/Rft

ii- 3/4" dia. = 250 Rft@ 73.65/Rft

ii- 1" dia. = 130 Rft@ 109.20/Rft30

walls 22 x2 x(18-1/2 +16-3/4) x10-1/2 = 16286 Sft.

2 x2 x(118-1/4 +7-3/4) x10-1/2 = 5292 Sft.

2 x2 x(61-1/2 +7-3/4) x10-1/2 = 2909 Sft.

2 x2 x(55 +7-3/4) x10-1/2 = 2636 Sft.

Stair hal1 x2 x(11 +25 ) x30 = 2160 Sft.

1 x2 x(46 +32 ) x13 = 2028 Sft.Total = 29283 Sft. @Rs.153.60%Sft

31= 58 No

Total. = 58 No @Rs.292.65/E32

1 x1 x10 x8 = 80 Sft

1 x1 x6 x8-1/2 = 51 Sft

1 x1 x3 x8-1/2 = 26 Sft

Total = 157 Sft @Rs.865.45/Sft




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)


P/F iron sliding bolsts 12" long.

R/O First class deodar wood wrought joinery in doors and windows, etc. panelled, or panelled or glazed, or fully glazed, fixed in position, including chowkat, holdfast, hinges, tower bolts, chocks, rubber stop, cleats/G.I. clamps, handles and chord with hooks, etc. complete (excluding sliding bolt or lock):- 2" thick.

Training Hall

Shaheen Hall

33

hall 1 x1 x28-3/4 x 3/4 x11 = 237 Cft

1 x1 x80 x 3/4 x8-1/4 = 495 Cft

1 x1 x7-1/4 x 3/4 x8-1/4 = 45 Cft

1 x1 x62-3/4 x 3/4 x8-1/4 = 388 Cft

1 x1 x20 x 3/4 x8-1/4 = 124 Cft


34

roof 1 x1 x34 x41-1/3 = 1405 Sft

1 x1 x80 x33 = 2640 Sft

1 x1 x9 x18 = 162 Sft

1 x1 x63 x27 = 1701 Sft

1 x1 x17 x13 = 221 Sft

1 x1 x28 x61 = 1708 Sft

1 x1 x54 x7-1/3 = 396 Sft

1 x1 x105 x23 = 2415 Sft


35

roof 1 x1 x34 x41-1/3 x 3/7 = 586 Cft

1 x1 x80 x33 x 3/7 = 1100 Cft

1 x1 x9 x18 x 3/7 = 68 Cft

1 x1 x63 x27 x 3/7 = 709 Cft

1 x1 x17 x13 x 3/7 = 92 Cft

1 x1 x28 x61 x 3/7 = 712 Cft

1 x1 x54 x7-1/3 x 3/7 = 165 Cft

Total = 3432 Cft @Rs.646.80%0Cft

36

roof 1 x1 x80-3/4 x8 x 3/7 = 269 Cft

1 x1 x63-1/2 x20-3/4 x 3/7 = 549 Cft

1 x1 x105 x23 x 3/7 = 1006 Cft


37

1 x1 x80-3/4 x1-1/8 = 91 Sft

1 x1 x8 x1-1/8 9 Sft

1 x1 x63-1/2 x1-1/8 = 71 Sft

1 x1 x20-3/4 x1-1/8 23 Sft

1 x1 x105 x1-1/8 = 118 Sft

Dismantling brick work in lime or cement mortar.

F.F Parap and under the slab

Dismantling brick or flagged flooring without concrete foundation.

Rehandling of earthwork.Lead upto a single throw of kassi, phaorah or shovel

Dismantling cement concrete reinforced, separating reinforcement from concrete,cleaning and straightening the same.

1/2" c/s (1:3) plaster and polythene sheet 500 gauge (under bearing of R.C.C roof slab.)

1 x1 x23 x1-1/8 26 Sft


38

slab 1 x1 x80-3/4 x8 x 3/7 = 269 Cft

1 x1 x63-1/2 x20-3/4 x 3/7 = 549 Cft

1 x1 x105 x23 x 3/7 = 1006 Cft

hall beam 1 x1 x35 x1-1/2 x2-3/4 = 144 Cft

Total = 1968 Cft @Rs.201.95/Cft39

1968 x6-3/4 x 4/9 = 6031 Kg

Total = 6031 Kg @Rs.8973.05/%Kg

40

Host No.2 x1 x81 x7 = 1134 Sft.

2 x1 x155 x7 = 2170 Sft.

4 x1 x17-3/4 x15-3/4 = 1118 Sft.

1 x1 x41-3/4 x32-1/2 = 1357 Sft.

1 x1 x20 x11-1/4 = 225 Sft.

1 x1 x11-1/4 x10-1/4 = 115 Sft.

1 x1 x15-1/2 x15-1/2 = 240 Sft.

1 x5 x17-3/4 x15-3/4 = 1398 Sft.

Total = 7757 Sft. @Rs.2314.75%Sft

41

1 x1 x80 x 3/4 x8-1/4 = 495 Cft

1 x1 x7-1/4 x 3/4 x8-1/4 = 45 Cft

1 x1 x62-3/4 x 3/4 x8-1/4 = 388 Cft

1 x1 x20 x 3/4 x8-1/4 = 124 Cft

hall 1 x1 x32-3/4 x1-1/2 x2 = 98 Cft


42

1 x1 x34 x41-1/3 = 1405 Sft

1 x1 x80 x33 = 2640 Sft

1 x1 x9 x18 = 162 Sft

1 x1 x63 x27 = 1701 Sft

1 x1 x17 x13 = 221 Sft

1 x1 x28 x61 = 1708 Sft

1 x1 x54 x7-1/3 = 396 Sft

1 x1 x105 x23 = 2415 Sft

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:- (1:2:4)

Fabrication of M.S reinforcement i/c cutting bending binding lying in position D bars.

Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs only, 1:2 ratio.+ 1/2" thick c/s (1:3) plaster complete.

Pacca brick work c/s (1:6) mortar F.F

F.F Parap and under the slab

Single layer of tiles 9"x4½"x1½" (225x113x40 mm) laid over 4"(100 mm) earth and 1" (25 mm) mud plaster without Bhoosa, grouted with cement sand 1:3 on top of RCC roof slab, provided with 34 lbs. per %Sft. or 1.72 Kg/Sq.m bitumen coating sand blinded i/c polythene sheet 500 gauge.

Total = 10648 Sft @Rs.3983.80%Sft

43

Front 1 x1 x34-3/4 x30 = 1043 Sft

1 x1 x28 x30 = 840 Sft

1 x1 x113 x25 = 2825 Sft

side 1 x1 x13 x25 = 325 Sft

1 x1 x15 x25 = 375 Sft

1 x1 x13 x25 = 325 Sft

1 x1 x130-1/4 x25 = 3256 Sft

1 x1 x105 x25 = 2625 Sft

1 x1 x49 x25 = 1225 Sft

1 x1 x51-1/4 x25 = 1281 Sft

side 1 x1 x37-1/4 x25 = 931 Sft

1 x1 x15 x25 = 375 Sft

1 x1 x63 x17-1/4 = 1087 Sft

1 x1 x28-1/2 x17-1/4 = 492 Sft

F.F ver 1 x1 x81-1/2 x17-1/4 = 1406 Sft

Total = 18411 Sft @Rs.1097.05%Sft

Total(A)D/D cost of old material

Brick workserviceable bricks 60%

1289 x13-1/2 x 3/5 = 10441 No.Total = 10441 No @Rs.1200.00%0Nos

Brick bats 40%

1289 x 2/5 = 516 CftTotal = 516 Cft @Rs.500.00%Cft

Floor TilesService able tiles 60%

10648 x3-5/9 x 3/5 = 22680 NoTotal = 22680 No @Rs.1600.00%0Nos

bats 40%

10648 x 2/5 = 4259 CftTotal = 4259 Cft @Rs.500.00%Cft

Rusted steel bars

Take Qty item No.16


Take Qty item No.13

Take Qty item No.13

Take Qty item No.14

Take Qty item No.14

1824 x1-1/2 x 4/9 = 1242 KgTotal = 1242 Kg @Rs.2600.00%Kg

Termite Killed doors= 40 No

Total = 40 No @Rs.600.00/No

Total(B)

Net Total (A-B)

Take 1.5 lbs/Cft


Sargodha


Sargodha

Rs. 193558/-

Rs. 119945/-

Rs. 7025/-

Rs. 6564/-

Rs. 16876/-

RENNOVATION/IMPROVEMENT OF HOSTEL NO.6 (Shaheen Hall) AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA

Rs. 1837/-

Rs. 8253/-

Rs. 14984/-

Rs. 104963/-

Rs. 400470/-

Rs.7813/-

Rs.5616/-

Rs.942/-

Rs.1049/-

Rs.1805/-

Rs.1502/-

Rs.18559/-

Rs.1210/-

Rs.11128/-

Rs.669/-

Rs.2762/-

Rs.2577/-

Rs.2598/-

Rs.293971/-

Rs.71670/-

Rs.12628/-

Rs.38284/-

Rs.960/-

Rs.1200/-

Rs.1200/-

Rs.17370/-

Rs.18413/-

Rs.14196/-

Rs. 44979/-

Rs. 16974/-

Rs. 135876/-

Rs. 14173/-

Rs. 23415/-

Rs. 2220/-

Rs. 84943/-

Rs. 4251/-

Rs. 397438/-

Rs. 541165/-

Rs. 179555/-

Rs. 113649/-

Rs. 424195/-

Rs. 201978/-

Rs. 3587408/-

Rs. 12529/-

Rs. 2580/-

Rs. 36288/-

Rs. 21295/-

Rs. 32292/-

Rs. 24000/-

Rs. 128984/-

Rs. 3458424/-


Sargodha

1

Lobby 1 x1 x21 x8 = 168 Sft

1 x1 x121-3/4 x8 = 974 Sft

1 x1 x48 x8 = 384 Sft

1 x1 x11 x15 = 165 Sft

1 x2 x11 x15 = 330 Sft

1 x1 x7 x15 = 105 Sft

Est 1 x2 x23 x22 = 1012 Sft

1 x1 x15 x18 = 270 Sft

1 x1 x22-1/2 x22-3/4 = 512 Sft

1 x2 x14 x16-1/4 = 455 SftTotal = 4375 Sft @Rs.140.00/Sft

20

Front 1 x1 x23 x13 = 299 Sft

1 x1 x23 x13 = 299 Sft

1 x1 x122 x13 = 1586 Sft

side 1 x1 x28 x13 = 364 Sft

1 x1 x23 x13 = 299 Sft

1 x1 x62 x13 = 806 Sft

1 x1 x83 x13 = 1079 Sft

1 x1 x61 x13 = 793 Sft

1 x1 x12 x13 = 156 Sft

1 x1 x79 x13 = 1027 Sft

side 1 x1 x32 x13 = 416 Sft

1 x1 x94 x13 = 1222 Sft


Total

RENNOVATION/IMPROVEMENT OF MAIN OFFICE BUILDING AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA




Sargodha


Sargodha

Rs. 612500/-

Rs. 91560/-

Rs. 704060/-

RENNOVATION/IMPROVEMENT OF MAIN OFFICE BUILDING AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA


Sargodha

1

B/wall 1 x1 x100 x 3/4 x6 = 450 Cft

1 x20 x1-1/8 x 3/8 x6 = 51 Cft

1 x1 x100 x1-1/8 x2 = 225 Cft

1 x1 x100 x1-1/2 x 1/4 = 38 CftTotal = 764 Cft @Rs.1099.50%Cft

2

1 1 x100 x2-1/2 x1-1/2 = 375 CftTotal 375 Cft @Rs.2795.75%oCft

3

1 1 x100 x2-1/2 x 1/2 = 125 CftTotal 125 Cft @Rs.5395.95%Cft

4

1st step 1 x1 x100 x1-1/2 x 1/4 = 38 Cft.

below 1 x1 x100 x1-1/8 x3 = 338 Cft.

1 x1 x100 x 3/4 x6 = 450 Cft.

1 x16 x1-1/8 x 3/8 x6 = 41 Cft.

Total. = 867 Cft. @Rs.9226.90%Cft

5

1 x1 x100 x1-1/8 = 113 Sft.

Total. = 113 Sft. @Rs.3061.90%Sft

6

B/wall 1 x1 x100 x6 = 600 Sft

1 x16 x1-1/8 x6 = 108 Sft

16 x2 x 3/8 x6 = 72 Sft

Below 1 x2 x100 x2 = 400 Sft

RECONSTRUCTION OF BOUNDARY WALL AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA

Dismantling brick work in cement/lime mortar.

Below D.P.C



Pacca brick work with cement sand mortar other than buildings up to 10' ht.i) Ratio 1:6

Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :-(a) with two coats of bitumen: i) 1-1/2" thick.

Cement pointing struck joints, on walls, upto20' (6.00 m) hiehgt ratio 1:2 i/c Extra cost of labour and material for red oxide pigment in cement pointing to match with the colour of bricks.

Total = 1180 Sft. @Rs.1279.00%Sft

7

1 x1 x100 x6-3/4 = 675 Sft


Total(A)

1/2" thick c/s (1:4) plaster on walls up to 20' ht.

D/D Cost of Old material

a) 60% Serviceable Bricks

754 x13-1/2 0.6 = 6107 NoTotal = 6107 No @Rs.2500.00%0Nos

b) 40% brick ballast754 x 2/5 = 302 Cft


Total(B)Net Total(A-B)

Rs. 103746/- /100

Total Lengt 4680Rft

Total Cost 4680 x1037

Rate for One Feet


Sargodha


Sargodha

Rs. 8400/-

Rs. 1048/-

Rs. 6745/-

Rs. 79997/-

Rs. 3460/-

RECONSTRUCTION OF BOUNDARY WALL AT INSERVICE AGRICULTURE TRAINING

Rs. 15092/-

Rs. 6688/-

Rs. 121430/-

Rs. 15268/-

Rs. 2416/-

Rs. 17684/-Rs. 103746/-

Rs. 1037/-

Rs. 4853160/-


Sargodha

1

1 1 x28 x16 = 448 Sft

1 x1 x45 x35 = 1575 Sft

1 x1 x30 x13 = 390 Sft

Store 1 x1 x50 x35 = 1750 SftTotal 4163 Sft @Rs.3983.80%Sft Rs. 165846/-

2

230 = 230 RftTotal = 230 Rft @Rs.1037.00/Rft Rs. 238510/-

3

= 5 NoTotal = 5 No @Rs.130.00/E Rs. 650/-

4

1 5 x4 x7 = 140 SftTotal = 140 Sft @Rs.488.10/Sft Rs. 68334/-

5= 5 No

Total. = 5 No @Rs.124.65/E Rs. 623/-6

2 x140 = 280 Sft.

Total.(B) = 280 Sft. @Rs.1019.20%Sft Rs. 2854/-7

1 x1 x50 x35 x 3/7 = 729 Cft

Total = 729 Cft @Rs.4656.95%Cft Rs. 33949/-8

1 x1 x50 x35 x 3/7 = 729 Cft

Total = 729 Cft @Rs.201.95/Cft Rs. 147222/-

9

729 x6-3/4 x 4/9 = 2234 Kg

Total. = 2234 Kg @Rs.8973.05%Kg Rs. 200458/-

10

1 x1 x50 x35 = 1750 Sft


REPAIR AND RENOVATION OF WORKSHOP/STORES AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA


Gar/Store roof

Reconstruction of boundary wall.

Removing of door with chowkat.

R/O 1½" (40 mm) thick deodar wood panelled or panelled and glazed, doors and windows, with mild steel chowkat (frame), etc. complete in all respect (excluding sliding bolt or lock) with: M.S. angle iron 1½"x1½"x¼", welded (40 mmx 40 mmx 6mm) with M.S. flat 2"x¼" (50 mm x 6 mm)

R/O of iron sliding bolts 12" long.

Preparing surface and painting to doors and windows 3 coats on new surface.Take 2 times Qty item No.4

Dismantling C Conc reinforced.

P/L R.C.C (1:2:4) in roof slab columns lintel girders etc complete.

Fabrication of M.S reinforcement i/c cutting bending binding lying in position Deformed bars.

3/8" thick c/s (1:3) plaster under soffit of R.C.C roof slab+ cement sand plaster (1:3)

Total Rs. 878574/-


Sargodha


Sargodha

1

a) 9" Diahostels 1 x3 x214 = 642 Rft

1 x2 x200 = 400 Rft

Total = 1042 Rft @Rs.242.20/Rftb)

1 x2 x880 = 1760 RftTotal 1760 Rft @Rs.318.60/Rft

2

1 65 = 65 NosTotal = 65 Nos @Rs.8873.00/E

3

Take Qty Item No.1(a) 1042 x2 x3 = 6252 Cft

Take Qty Item No.1(b) 1760 x2 x2-1/2 = 8800 CftTotal = 15052 Cft @Rs.2441.65/%0Cft

Total

REPLACEMENT OF EXTERNAL SEWERAGE SYSTEM AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA

R/O R.C.C. pipe, moulded with cement concrete 1:1½:3, 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 from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete.

Main line to office

12" DiaHost Back

Reconstruction of Man Holes (Analysis Attached)

Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering, dressing to correct section and dimensions according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock:-0-7' Depth


Sargodha


Sargodha

Rs. 252372/-

Rs. 560736/-

Rs. 576745/-

Rs. 36752/-

Rs. 1426605/-

REPLACEMENT OF EXTERNAL SEWERAGE SYSTEM AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA


Sargodha

ANALYSIS OF MAN HOLE

1

1 x1 x5 x4-1/2 x3 = 68 CftTotal 68 Cft @Rs.2441.65%oCft Rs. 166/-

2

1 x1 x5 x4-1/2 x 1/2 = 11 CftTotal = 11 Cft @Rs.2158.20/%Cft Rs. 237/-

3

1 x2 x4 x 3/4 x3-1/2 = 21 Cft

1 x2 x2-1/2 x 3/4 x3-1/2 = 13 CftTotal = 34 Cft @Rs.9226.90/%Cft Rs. 3137/-

4

1 x1 x2-1/2 x2-1/2 x 1/2 = 3 CftTotal = 3 Cft @Rs.12806.65/%Cft Rs. 384/-

5

1 x1 x4 x3-1/2 x 1/3 = 5 Cft

Total. = 5 Cft @Rs.201.95/Cft Rs. 1010/-6

1 x5 x6-3/4 x 4/9 = 15 Kg

Total. = 15 Kg @Rs.8973.05%Kg Rs. 1346/-7

1 x1 x2-1/2 x3 = 8 Sft


Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering, dressing to correct section and dimensions according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock:-0-7' Depth

Dry rammed brick or stone ballast 1 1/2"-2" gauge

Pacca brick work other than building upto 10ft. (3 m) ht. Cement sand mortar (1:6)

Cement concrete plain including placing,compacting, finishing and curingcomplete (including screening andwashing of stone aggregate): (1:2:4)

P/L R.C.C (1:2:4) in roof slab columns lintel girders etc complete.

Fabrication of M.S reinforcement i/c cutting bending binding lying in position Deformed bars.

Take Qty Item No.5

Extra for making and finishing benching floor work in manhole chamber, with 1/8" (3 mm) thick cement finish

Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20"(500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects.

= 1 No

Total = 1 No @Rs.2520.25/Set Rs. 2520/-

Total Rs. 8873/-


Sargodha


Sargodha

REHABILITATION OF ROADS

1

A 1 x1 x690 x12 x 1/2 = 4140 Cft

B 1 x1 x200 x12 x 1/2 = 1200 Cft

C 1 x1 x173 x12 x 1/2 = 1038 Cft

D 1 x1 x198 x12 x 1/2 = 1188 Cft

E 1 x1 x643 x12 x 1/2 = 3858 Cft

F 1 x1 x265 x12 x 1/2 = 1590 Cft

G 1 x1 x200 x12 x 1/2 = 1200 Cft

H 1 x1 x200 x12 x 1/2 = 1200 Cft

I 1 x1 x643 x12 x 1/2 = 3858 Cft

Total = 19272 Cft @Rs.3440.85%Cft

2

A 1 x1 x690 x12 = 8280 Sft

B 1 x1 x200 x12 = 2400 Sft

C 1 x1 x173 x12 = 2076 Sft

D 1 x1 x198 x12 = 2376 Sft

E 1 x1 x643 x12 = 7716 Sft

F 1 x1 x265 x12 = 3180 Sft

G 1 x1 x200 x12 = 2400 Sft

H 1 x1 x200 x12 = 2400 Sft

I 1 x1 x643 x12 = 7716 Sft

Total = 38544 Sft @Rs.2730.00%Sft

3

A 1 x1 x690 x12 = 8280 Rft

B 1 x1 x200 x12 = 2400 Rft

C 1 x1 x173 x12 = 2076 Rft

D 1 x1 x198 x12 = 2376 Rft

E 1 x1 x643 x12 = 7716 Rft

F 1 x1 x265 x12 = 3180 Rft

G 1 x1 x200 x12 = 2400 Rft

H 1 x1 x200 x12 = 2400 Rft

I 1 x1 x643 x12 = 7716 RftTotal = 38544 Rft @Rs.16.30/Rft

Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and to spreading of stone screening, including placing, mixing spreading and compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHO dry density, including carriage of all materials to site of work except gravel and.aggregate.

Providing surface treatment to roads, including supply of bitumen and bajri/crushed stone aggregate of approved quality, including cleaning of road surface, heating and spraying bitumen, spreading bajri and rolling with road roller (including its operation cost, fuel and hire charges, etc.) etc. complete including carriage of allmaterials to site of work except bajjri/crushed stone aggregate. 67 lbs of bitumen and 7.5 Cft of bajri.

Providing and laying road edging of 3" (75 mm) wide 9" (225 mm) deep brick on end, complete in all respects.

Total


Sargodha


Sargodha

REHABILITATION OF ROADS

Rs. 663121/-

Rs. 1052251/-

Rs. 628267/-

Rs. 2343639/-


Sargodha

(ABSTRACT OF COST)

Sr. No. Description

1 Front Terrace of Main Building Rs.

2 External Water supply Rs.

Total: - Rs.

Say. Rs.



EXTERNAL DEVELOPMENT


Sargodha


Sargodha

(ABSTRACT OF COST)

Amount

125000.00

34000.00

159000.00

159000.00




Sargodha

FRONT TERRACE MAIN BUILDING

1 Borrow excavation lead up to 3 miles

1 x1 x58 x20 x1-1/2 = 1740 Cft

Total = 1740 Cft @Rs.4412.45%0Cft

2

1 x1 x58 x15 x 1/2 = 435 Cft


3 Dry rammed brick or stone ballast 1 1/2"-2" guage.

toe wall 1 x1 x98 x1-1/8 x 1/2 = 55 CftTotal = 55 Cft @Rs.2158.20%Cft

4

toe wall 1 x1 x98 x 3/4 x2 = 147 CftTotal = 147 Cft @Rs.8830.30%Cft

4

Front terr 1 x1 x98 x15 = 1470 SftTotal = 1470 Sft @Rs.60.00/Sft

Total

Say

Front M bldg

Providing and laying sub-base course of stone product dittoof approved quality and grade, including placing, mixing,spreading and compaction of sub-base material torequired depth, camber, grade to achieve 100%maximum modified AASHO dry density, includingcarriage of all material to site of work except gravel and.aggregate.

Front Main Bldg

Pacca brick work cement sand mortar (1:6) in Foundation and plinth

P/L Tuff paver 60mm thick complete as approved directed by the Engineer Incharge.


Sargodha


Sargodha

FRONT TERRACE MAIN BUILDING

Rs. 7678/-

Rs. 14968/-

Rs. 1187/-

Rs. 12981/-

Rs. 88200/-

Rs. 125014/-

Rs. 125000/-


Sargodha

EXTERNAL WATER SUPPLY

1

1 x1 x150 x2 x3 = 900 Cft

1 x1 x200 x12 x 1/2 = 1200 Cft

1 x1 x200 x12 x 1/2 = 1200 Cft

Total = 3300 Cft @Rs.1966.80%0Cft

2

Main Bldg 1 x1 x150 = 150 Sft

Resi 2750 1 x1 x200 = 200 Sft

Resi 990 1 x1 x100 = 100 Sft

Total = 450 Sft @Rs.62.05/Rft

Total

Say

Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines upto 5 ft. from ground level, including trimming, dressing sides,levelling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects.

M line to resiM line to resi 990

Main line to M bldg

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' and valves is not included in theClass working pressure complete in all respects:2" dia

Sub Divisional OfficerProvincial Buildings Sub

Division-ISargodha


Sargodha

EXTERNAL WATER SUPPLY

Rs. 6490/-

Rs. 27923/-

Rs. 34413/-

Rs. 34000/-

EXTERNAL SEWERAGE

1

Resi 2750 1 x1 x200 x3 x3 = 1800 Cft

Resi 990 1 x1 x200 x3 x3 = 1800 Cft

Total = 3600 Cft @Rs.2441.65%0Cft

2

Resi 2750 1 x1 x200 = 200 Rft

Resi 990 1 x1 x100 = 100 Rft

Total = 300 Rft @Rs.242.20/Rft

Total

Say

Earthwork excavation in open cutting for sewers andmanholes as shown in drawings including shuttering timbering, dressing to correct section and dimensions separately.according to templates and levels, and removing surfacewater, in all types of soil except shingle, gravel and rock:- 0-7' depth

Providing and laying R.C.C. pipe, moulded with cementconcrete 1:1½:3, 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 to correctalignment and grade, jointing, cutting pipes wherenecessary, finishing and testing, etc., complete. 9" dia

Sub Divisional OfficerProvincial Buildings Sub Division-

ISargodha


Sargodha

EXTERNAL SEWERAGE

Rs. 8790/-

Rs. 72660/-

Rs. 81450/-

Rs. 81000/-


Sargodha

Analysis of Rate for Porcelain Granite Tiles

Analysis For 100 Sft

Sr No. Description No. L B H/D Q Amount

A Material1 S/O Granite tiles 16"x16"x3/8" 100 Sft

Meter 9.76 m@ 748 /m 7300

2 Grey cement ordinary portalnd1.5 Bags

@ 335 /Bag 5033 Sand 7 Cft

@ 6.5 /Cft 464 Cost of matching pigment 3 Bags

@ 80 /Bag 2405 Cost of Cutter 400

Total(A) 8488B Laboure Charages1 Mason Skilled 2 No

@ 445 /E 8902 Cooly 4 No

@ 295 /E 11803 Bahishti 2 No

@ 245 /E 490Total(B) 2560

C Carriage Charges of Tiles 400D Sundries Charges @ 10% 256

Total (A+B+C+D) 11704Add 20% Contractor Profit 2341

G Total 14045Rate Per Sft 140

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.


Sargodha


Sargodha

ANALYSIS OF COMPOUND WALL 4 1/2" THICK AND 6' HIGH ABOVE DPC

1

1 x1 x6 x2 x1-1/2 = 18 Cft



Total = 6 Cft. @Rs.5395.95%Cft Rs. 324/-

3

1 x1 x6 x1-1/8 x 1/4 = 2 Cft.

1 x1 x6 x 3/4 x2 = 9 Cft.

Total. = 11 Cft. @Rs.8883.30%Cft Rs. 977/-

4

D4 1 x1 x6 x 3/4 = 5 Sft.

Total = 5 Sft. @Rs.3061.90%Sft Rs. 153/-

5

1 x1 x6 x 3/8 x6 = 14 Cft.

1 x1 x 3/4 x 3/8 x6 = 2 Cft.

Total. = 16 Cft. @Rs.9758.65%Cft Rs. 1561/-

6

1 x1 x6 x6-3/8 = 38 Sft.

1 x1 x6 x2 = 12 Sft.Total = 50 Sft. @Rs.990.80%Sft Rs. 495/-

7

1 x1 x6 x6 = 36 Sft.

6 x2 x 3/8 x6 = 27 Sft.


Total Rs. 4366/-




Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :-(a) with two coat of bitumen : i) 1-1/2" thick.

Pacca brick work with cement sand mortar (1:4) other than building up to 10' ht



Rate Per Rft Rs. 4366/- x 1/6 Rs. 728/-


Sargodha


Sargodha

Sample estimate for Civil engg Estimation in MS Excel

Documents

deodar wood

include shackle

scraping ordinary

prestressed

sui gas lamp

stonechips

local railway

bib cock 12