Sample estimate for Civil engg Estimation in MS Excel

GOVERNMENT OF PUNJAB

PROVINCE

PUNJAB

STATION

SARGODHA

DIVISION

PROVINCIAL BUILDINGS DIVISION SARGODHA

SUB DIVISION

NAME OF WORK

PROVINCIAL BUILDINGS SUB DIVISION-I SARGODHA

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA

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) Description

Sr. No.

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/-

10

Renovation of Hostel No.6

Rs.3458424/-

11

Improvement/Renovation of Main Office Building

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: Add 3% Contigency Charges

Rs.28135075/Rs.844052/-

Add WAPDA and Sui Gas connection charges Rs.500000/Total: -

Rs.29479127/-

Say.

Rs.29479000/-

OR Rs. in Millions

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

29.479

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF MAIN BUILDING (ABSTRACT OF COST) Description

Sr. No.

Amount

1

Cost of Buildings Portion.

Rs.

4420150.00

2

Cost of Electric Installation.

Rs.

223000.00

3

Cost of Gas Fittings

Rs.

83000.00

Total: -

Rs.

4726150.00

Say.

Rs. 4726000.00

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

CONSTRUCTION OF MAIN BUILDING Building Protion 1

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 H wall

V walls

PP F/B F/B

2

2 x3 x1 x1 x2 x2 x1 x2 x2 x1 x2

x54-1/8 x24-1/8 x19-1/8 x48-3/8 x41-1/8 x48-7/8 x4 x88 x36 x70 x15

x10 x7 x6 x8 x6 x8 x6 x1-1/2 x1-1/2 x1-1/2 x4

2 3 1 1 2 2 1 1 2 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x54-1/8 x24-1/8 x19-1/8 x48-3/8 x41-1/8 x48-7/8 x4 x60 x30 x54

x26 x23 x22 x24 x22 x24 x22 x30 x20 x15-1/2

= = = = = = = = = = = =

4330 2027 459 1548 1974 3128 96 264 108 105 120

= = = = = = = = = = =

2815 1665 421 1161 1810 2346 88 1800 1200 837

Cft Cft Cft Cft 13562Cft-Marked=A Cft Cft Cft Cft Cft 597Cft-Marked=B Cft Cft @Rs.2795.75%oCft

Rs. 39585/-

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

Total 14143 Cft @Rs.522.40%Sft Rs. 73883/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"

4

x4 x4 x4 x4 x4 x4 x4 x1 x1 x1 x1

Total 14159 Cft 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.

V walls

3

1 1 1 1 1 1 1 1 1 1 1

13562Cft x 1/4 x 3/4 Total P/Laying watering ramming brick or stone ballast 11/2" to 2"gauge in foundation and plinth. Take Qty 1/2 of Item No.1 marked "B" 597Cft

Total

x 2/3

=

=

2543 Cft 2543 Cft

FALSE

Cft 0 Cft

@Rs.5384.55%Cft

Rs. 136929/-

@Rs.2158.20%Cft

Rs. 0/-

5

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

A

B

C

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1

x70-1/8 x69-3/4 x69-3/8 x69 x68-5/8 x68-1/4 x67-7/8 x67-1/2 x67-1/8 x66-3/4 x66-3/8 x66 x65-5/8 x65-1/4 x64-7/8 x64-1/2 x64-1/8 x63-3/4 x63-3/8 x63 x62-5/8 x62-1/4 x49-3/8 x49 x48-5/8 x48-1/4 x47-7/8 x47-1/2 x47-1/8 x46-3/4 x46-3/8 x46 x45-5/8 x45-1/4 x44-7/8 x44-1/2 x44-1/8 x43-3/4 x43-3/8 x43 x17-5/8 x18 x18-3/8 x18-3/4 x19-1/8

x9 x8-5/8 x8-1/4 x7-7/8 x7-1/2 x7-1/8 x6-3/4 x6-3/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x7-1/2 x7-1/8 x6-3/4 x6-3/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3

x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x2 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

316 301 286 272 257 243 229 215 201 188 174 161 148 135 122 109 96 84 71 59 47 280 185 175 164 154 144 134 124 114 104 95 86 76 67 58 50 41 33 290 20 19 17 16 14

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

D

V walls E

F

F1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2

x19-1/2 x19-7/8 x20-1/4 x20-5/8 x21 x21-3/8 x52-1/16 x52-7/16 x52-13/16 x53-3/16 x53-9/16 x53-15/16 x54-5/16 x54-11/16 x55-1/16 x55-7/16 x55-13/16 x56-3/16 x56-9/16 x56-15/16 x22-1/8 x22-1/2 x22-7/8 x23-1/4 x23-5/8 x24 x24-3/8 x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x23-5/8 x24 x24-3/8 x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x26-5/8 x27 x27-3/8 x27-3/4 x28-1/8 x28-1/2 x23-5/8 x24 x24-3/8

x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x6 x5-5/8 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x6 x5-5/8 x5-1/4

x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-3/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/4 x 1/4 x 1/4 x 1/4

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

13 11 9 8 6 64 78 74 69 65 60 56 51 46 41 36 31 26 21 208 58 55 51 48 44 41 37 32 28 24 19 221 71 68 64 60 57 53 49 44 40 35 31 26 21 208 71 68 64

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 2

G

Toe wall

x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x1 x1 x1 x1 x1 x1

x24-3/4 x25-1/8 x25-1/2 x25-7/8 x26-1/4 x26-5/8 x27 x27-3/8 x27-3/4 x28-1/8 x28-1/2 x28-7/8 x10-15/16 x11-5/16 x11-11/16 x12-1/16 x12-7/16 x12-13/16 x13-3/16 x13-9/16 x13-15/16 x14-5/16 x14-11/16 x12-1/4 x12-5/8 x87-1/4 x36-3/4 x54-1/4 x15 x15 x15

x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x5-1/4 x4-7/8 x4-1/2 x4-1/8 x3-3/4 x3-3/8 x3 x2-5/8 x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x4 x3 x2

x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x 1/4 x3-1/2 x3-1/2 x3-1/2 x3-1/2 x2 x 1/2 x 1/2

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

60 57 53 49 44 40 35 31 26 21 16 130 29 28 26 25 23 22 20 18 16 13 11 7 66 458 193 142 240 45 30

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

Total 10809 Cft @Rs.8354.70%Cft Rs. 903060/12 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) Lintels W1 lintel and design W2 lintel Purgolas Vert Purgolas Hor W3 lintel and design

6 2

x1 x1

x10-1/2 x7-1/2

x2-5/8 x1-1/8

x 3/4 x2-1/2

2

x4

x3

x 1/2

x2-1/2

2 7

x2 x1

x6-3/4 x6-1/2

x 1/2 x1-1/2

x2-1/2 x 3/4

= = = = =

124 Cft 42 Cft 30 Cft 34 Cft 51 Cft

W1 design vert Design bracing W3 Design Vert

6 6 7

Front designs vert portion 2

Hor Portion bracing Office window lintel D1 linels D2 D3 two no combined linel beams lab C rooms Roof slab C rooms lab Office Store Ent hall Pardi

x1 x1 x1

x15-3/8 x6-1/2 x5-1/2

x 3/4 x 3/8 x 3/4

x 3/4 x 3/8 x 3/8

= = =

52 Cft 5 Cft 11 Cft

=

2

x1 x1

x19-1/8 x19-1/8

x2-1/4 x1-1/2

x 3/4 x 3/4

2 2

x1 x1

x10-1/8 x6-3/4

x2-1/4 x1-1/4

x2-1/2 x 3/4

1 2 3

x1 x1 x1

x6-1/2 x6-1/2 x5-1/2

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

x 3/4 x 3/4 x 1/4

1 3 2

x1 x1 x1

x10 x32-1/4 x21-7/8

x1-1/8 x1-1/2 x1-1/4

x1 x2 x1-1/2

1 1 1 1 1 1

x1 x1 x1 x1 x1 x1

x43 x62-1/4 x17-1/2 x10-3/4 x35-1/4 x275-3/4

x32-1/4 x32-1/4 x8-3/4 x8-3/4 x15-1/2 x 1/3 Total ii) -do- in slab of raft strip foundation complete. B.P 5 x2 x3 x1-1/8 Front designs 2found x1 x5 x5 W1 design found 6 x1 x2 x2

x 5/12 x 5/12 x 5/12 x 5/12 x 5/12 x3

x 3/4 x 5/8 x 5/8 Total.

= = = = = = = = = =

65 Cft 43 Cft 114 Cft 13 Cft 4 Cft 11 Cft 10 Cft 11 Cft 290 Cft 82 Cft

= = = = = =

578 836 64 39 228 273 3010

= = = =

25 31 15 71

Cft Cft Cft Cft Cft Cft Cft @Rs.201.95/Cft Rs. 607870/Cft. Cft. Cft. Cft. @Rs.149.35/Cft Rs. 10604/-

13 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 3010 x6.75

x0.454

=

9224 Kg

71 x6.75

x0.454

=

218 Kg

= 7 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: 1 1/2"" thick. 2 x2 x62-1/8 2 x2 x30 1 x2 x54-1/4 1 x1 x30

x1-1/8 x1-1/8 x1-1/8 x1-1/8

= = = =

9442 Kg @Rs.8973.05%Kg Rs. 847235/-

280 135 122 34

Sft. Sft. Sft. Sft.

1 2 2 1

x1 x2 x2 x1

x27 x30 x43 x13

= = = = =

x 3/4 x1-1/8 x1-1/8 x 3/4 Total

20 135 194 10

Sft. Sft. Sft. Sft.

930 Sft. @Rs.2810.60%Sft Rs. 26139/-

7 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.

1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1

x30 x60 x30 x14 x14 x30 x40 x30 x12

= = = = = = = = = =

x1 x1 x1 x1 x1 x1 x1 x1 x1 Total

30 60 30 14 14 30 40 30 12

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

260 Sft. @Rs.2050.50%Sft Rs. 5331/-

8 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of It.No.1 Cft

= =

x 2/3 Total.

14159 Cft 14159 [email protected]%oCft Rs. 19064/-

8-i Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles. Ent hall Plateform Lab Off CR

PP

1 1 1 1 2 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x 1/2 x1 x1 x1

x35-1/4 x38-1/5 x60 x8 x30 x8 x8 x35-1/4 x260 x60 x13-1/4

x15-1/2 x4-1/2 x30 x16-3/4 x20 x16-3/4 x10 x15-1/2 x3-1/4 x27 x17-1/8 Total

x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1-3/4 x1 x1 x1

= = = =

= = = = = = = = =

956 301 3150 235 2100 235 140 478 845 1620 227 10287

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

Net Qty. 10287.0 ( - ) 14159 -3872 [email protected]%oCft Rs. 0/12 P/L c conc plain (1:2:4) i/c placing mixing finishing curing etc complete. Ent hall Plateform

1 1

x1 x1

x35-1/4 x38-1/5

x15-1/2 x4-1/2 Total

x 1/8 x 1/8

= = =

68 Cft 21 Cft 89 Cft

@Rs.12806.65/%Cft

Rs. 11398/-

11 Pacca brick work c/s (1:6) mortar in G.F 2 2 1 1 1 2 2 1

x1 x1 x1 x1 x1 x1 x1 x1

x62-1/4 x30 x30 x27 x54-1/4 x30 x43 x13

x1-1/8 x1-1/8 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 Total.

x14 x14 x14 x14 x14 x14 x14 x14

3 2 2 6 3 7 4 1 2 2 6 3 7 4

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x5 x4 x3-1/2 x8 x6 x5 x2 x5 x5 x4-1/2 x9-1/2 x7-4/5 x6-1/2 x3

x1-1/8 x8-1/2 x1-1/8 x7 x1-1/8 x7 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x5-1/2 x1-1/8 x 3/4 x1-1/8 x 1/2 x1-1/8 x 1/2 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 1/2 Total Ded.

= = = = = = = = =

1961 945 315 284 854 945 1355 137 6796

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

= = = = = = = = = = = = = = = =

143 63 55 297 111 217 50 4 6 5 48 20 38 7 1064

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

= = = = =

128 56 49 233 7

Deduction. D1 D2 D3 W1 W2 W3 W4 Lintels D D2 D3 W1 W2 W3 W4

Net Qty. 6796 (-) 18 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. D1 D2 D3

3 2 2

x1 x1 x1

1064

x5 x4 x3-1/2

x8-1/2 x7 x7 Total

18-i P/F iron sliding bolts to doors 12" long

5732 [email protected]%Cft Rs. 544904/-

Sft. Sft. Sft. Sft. @Rs.488.10/Sft Rs. 113727/No @Rs.124.65/E Rs. 873/-

18 Providing and fixing steel windows with openable glazed panels, 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. W1 W2 W3 W4

6 3 7 4

x1 x1 x1 x1

x8 x6 x5 x2

x5-1/2 x5-1/2 x5-1/2 x5-1/2 Total

= = = = =

264 99 193 44 600

= = = =

1937 Sft 1016 Sft 963 Sft

Sft. Sft. Sft. Sft. Sft. @Rs.423.50/Sft Rs. 254100/-

22 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. C rooms

1 1 1

x1 x1 x 1/2

x61-1/2 x31-1/2 x54-1/4

x31-1/2 x32-1/4 x35-1/2 Total

3916 Sft.

Deduction. Khurra

1

x6

x2

= =

x2 Total

Net Qty 3916 (-) 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)

24

24 Sft. 3892 Sft. @Rs.3983.80%Sft Rs. 155049/-

= 24 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 1 x10 x16

= Total

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

24 Sft.

=

6 No @Rs.281.80/E Rs. 1691/-

160 Rft. 160 [email protected]/Rft Rs. 35552/-

1 x10 x1 25 Providing and installing P.V.C. Tee, of B.S.S. class D working pressure. 4"dia

=

10 No @Rs.469.30/Each Rs. 4693/-

1 x10 x1 17 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:-

=

10 No @Rs.957.10/Each Rs. 9571/-

1 2 1 1 1

x2 x2 x2 x2 x2

x(60 x(30 x(80 x(8 x(35-1/4

+30 ) +20 ) +16-3/4) +10 ) +15-1/2) Total

x13-1/2 x13-1/2 x13-1/2 x13-1/2 x13-1/2

=

16 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio. 1 x1 x60 x30 2 x1 x30 x20 1 1 1

x1 x1 x1

x8 x8 x35-1/4

= = = = =

2430 2700 2612 486 1370 9598

Sft. Sft. Sft. Sft. Sft. Sft. @Rs.990.80%Sft Rs. 95097/-

=

1800 Sft.

=

1200 Sft.

x16-3/4 x10 x15-1/2

= = =

134 Sft. 80 Sft. 546 Sft.

Total

=

3760 Sft.

x14 x14 x2 x2 x2

= = = = = =

1806 392 125 86 150 2559

Sft. Sft. Sft. Sft. Sft. Sft

x5-1/2 x5-1/2 x5-1/2 x5-1/2 x8-1/2

= = = = = =

264 99 193 44 85

Sft. Sft. Sft. Sft. Sft.

@Rs.1267.15%Sft

Rs. 47645/-

@Rs.1279.00%Sft

Rs. 23968/-

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

x2 x2 x1 x1 x1

x32-1/4 x14 x62-1/4 x43 x75 Total(A)

Deductions W1 W2 W3 W4 D1

6 3 7 4 2

x1 x1 x1 x1 x1

x8 x6 x5 x2 x5

2559 Net Total (A-B) 9 Supply and filling of sand under floor or plugging in wells.

Total(B) -

685

=

685 Sft 1874 Sft

1

x1

x60

x30

x 1/3

=

594 Cft

2

x1

x30

x20

x 1/3

=

396 Cft

1 1 1 2 2 2 1

x1 x1 x1 x1 x1 x1 x1

x8 x8 x35-1/4 x85-3/4 x32-1/4 x14 x54

x16-3/4 x10 x15-1/2 x2-1/4 x2-1/4 x2-1/4 x2-1/4

x x x x x x x

= = = = = = =

44 26 180 127 48 21 40

1/3 1/3 1/3 1/3 1/3 1/3 1/3

Cft Cft Cft Cft Cft Cft Cft

1

x1

x12

x2-1/4

x 1/3

=

Total

=

Total

= =

9 Cft 1485 Cft @Rs.947.80%Cft Rs. 14075/-

10 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

9

1485 Cft 1485 [email protected]%Cft Rs. 34525/-

29 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 Lab 1 x1 x60 Off 1 x1 x8 CR 2 x1 x30 1 x1 x8 1 x1 x8 3 x1 x5 2 x1 x4

x30 x16-3/4 x20 x16-3/4 x10 x1-1/8 x1-1/8

2 x1

x1-1/8

= = = = = =

Total

=

3382 Sft.

= = = = = =

15 45 12 50 12 9

x3-1/2

= =

1800 134 1200 134 80 17 9

Sft Sft Sft. Sft. Sft. Sft. Sft.

8 Sft. @Rs.5928.08%Sft

Rs. 200487/-

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

Lab Off CR

1 1 1 2 1 1

x2 x1 x1 x1 x1 x1

x(8 x(60 x(8 x(30 x(8 x(8

+7-1/8) +30 ) +16-3/4) +20 ) +16-3/4) +10 )

x x x x x x

1/2 1/2 1/2 1/2 1/2 1/2

Sft. Sft. Sft. Sft. Sft. Sft.

Total = 143 Sft. @Rs.5600.80%Sft Rs. 8009/12 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. Ent hall Plateform

1 1 1 1

x1 x1 x2 x2

x35-1/4 x38-1/5 x(35-1/4 x38-1/5

x15-1/2 x4-1/2 +15-1/2) x 3/7 +4-1/2) x 3/7 Total

= =

= = =

546 172 42 36 796

Sft Sft Sft Sft Sft @Rs.140.00/Sft Rs. 111440/-

31 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. 2 2 2 1 1

x1 x1 x1 x1 x1

x81-1/4 x32-1/4 x14 x54-1/4 x12

x3 x3 x3 x3 x3 Total

= = = = = =

488 194 84 163 36 965

Sft. Sft. Sft. Sft. Sft. Sft

@Rs.2988.60%Cft

Rs. 28840/-

32 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

29

3382

x 70%

=

2367 Rft

31

965

x 70% Total

= =

676 Rft 3043 Rft @ 5.30/Rft

Rs.16128/-

36 Distempering 3 coats on new surface.

Take Qty item No. Take Qty item No.

17

=

9598 Sft.

16

3760 Sft.

Total

= =

x233 Total

= =

13358 Sft @Rs.254.00%Sft Rs. 33929/-

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

Take Double of It.No.18

Sft

2

466 Sft. 466 Sft. @Rs.1019.20%Sft Rs. 4749/Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 4420150/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF RESIDENCE G 18-19 (ABSTRACT OF COST) Description

Sr. No.

Amount

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

Construction of compund wall 4 1/2" thick and 6' high above D.P.C 275

Sub Divisional Officer

Rft

@Rs.727.67/Rft

Rs. 200108/-

Total: -

Rs. 3708619/-

Say.

Rs. 3709000/-

Executive Engineer

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

18

DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Building Protion 1 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 2 1 1 1 1 1 1 1 1 1 1 1 1 1 V walls 1 1 1 1 1 1 1 1 1 Toe wall 1 1 1 1 1 1 1 1 H walls

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x3 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x21-1/2 x3-1/4 x30-1/4 x3-1/4 x9 x3-1/4 x35-1/2 x3-1/4 x26 x3-1/4 x27-7/8 x3-1/4 x9-3/4 x3-1/4 x16-3/4 x3-1/4 x35 x3-1/4 x18-1/2 x3-1/4 x38-1/4 x2-1/2 x21-3/4 x2-1/2 x7 x2-1/2 x2-3/8 x2-1/2 x15 x2-1/2 x9 x2-1/2 x22-3/4 x2-1/2 x37-5/8 x2-1/2 x17 x2-1/2 x13-3/4 x2-1/2 x27-7/8 x2-1/2 x15-3/4 x2-1/2 x15 x2-1/2 x3 x1-1/2 x40-1/8 x1-1/2 x8-1/4 x1-1/2 x23-5/8 x1-1/2 x48-1/4 x1-1/2 x3 x1-1/2 x12-1/8 x1-1/2 x14-3/8 x1-1/2 Total

x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

419 295 88 346 254 272 95 163 341 180 287 163 53 36 225 203 171 282 128 103 209 118 113 3 45 9 27 54 3 14 16

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

4544Cft-Marked=A

171Cft-Marked=B

4715 Cft @Rs.2795.75%oCft Rs. 13182/-

2 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. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2 x3 x1 x1 x1 x1 x1 x1 x1

19

= = = = = = = = = = = = = = = = = = = = = = =

x21-1/2 x9-1/4 x30-1/4 x9-1/4 x9 x9-1/4 x35-1/2 x9-1/4 x26 x9-1/4 x27-7/8 x9-1/4 x9-3/4 x9-1/4 x16-3/4 x9-1/4 x35 x9-1/4 x18-1/2 x9-1/4 x38-1/4 x8-1/2 x21-3/4 x8-1/2 x7 x8-1/2 x2-3/8 x8-1/2 x15 x8-1/2 x9 x8-1/2 x22-3/4 x8-1/2 x37-5/8 x8-1/2 x17 x8-1/2 x13-3/4 x8-1/2 x27-7/8 x8-1/2 x15-3/4 x8-1/2 x15 x8-1/2

Take as per Item Take as per Item No. 30

199 280 83 328 241 258 90 155 324 171 325 185 60 40 255 230 193 320 145 117 237 134 128

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

=

79 Sft

=

2029 Sft

= =

1388 Sft 7994 Sft

= =

1136 Cft. 1136 [email protected]%Cft Rs. 67371/-

Take as per Item No. 29 Total

@Rs.522.40%Sft

Rs. 41761/-

3 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"

4544Cft Total

x 1/3

# #

4 Dry rammed brick or stone ballast 1 1/2"-2" guage. Take Qty 1/2 of Item No.1 marked "B"

20

171Cft Total

x 1/2

= =

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

86 Cft. 86 [email protected]%Cft Rs. 1856/-

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

1 1 1 1

x2 x2 x2 x2 x1

x23-3/4 x23-3/8 x23 x22-5/8 x31-3/8

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-1/4

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x31

x1-7/8

x 1/4

1

x1

x30-5/8

x1-1/8

x4-1/2

1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1

x11-1/8 x10-3/4 x10-3/8 x10 x37-3/4 x37-3/8 x37 x36-5/8 x27-1/8

x2-1/4 x1-1/2 x1-1/2 x1-1/8 x1-7/8 x1-1/2 x1-1/8 x1-1/8 x2-1/4

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x26-3/4

x1-7/8

x 1/4

1

x1

x26-3/8

x1-7/8

x 1/4

1

x1

x26

x1-1/8

x5

1 1 1 1 1

x1 x1 x1 x1 x1

x49-3/4 x49-3/8 x49 x48-5/8 x39-3/8

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x39

x1-1/2

x 1/4

1

x1

x38-5/8

x1-1/2

x 1/4

1

x1

x38-1/4

x1-1/8

x4-1/4

1 1 1 1 1

x1 x1 x1 x1 x1

x12 x11-5/8 x11-1/4 x10-7/8 x19

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x2-1/4

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x18-7/8

x1-7/8

x 1/4

1

x1

x18-1/4

x1-1/2

x 1/4

1

x1

x17-7/8

x1-1/8

x4-1/4

1 1 1 1 1

x1 x1 x1 x1 x1

x37-1/4 x36-7/8 x36-1/2 x36-1/8 x19-5/8

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x20

x1-1/2

x 1/4

1

x1

x20-3/8

x1-1/8

x 1/4

1

x1

x20-3/4

x 3/4

x4-1/4

27 22 17 216 18

Cft. Cft. Cft. Cft. Cft.

15 Cft. 155 Cft. 6 4 4 48 18 14 10 175 15

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

13 Cft. 12 Cft. 146 Cft. 28 23 18 232 18

Cft. Cft. Cft. Cft. Cft.

15 Cft. 14 Cft. 183 Cft. 7 5 4 52 11

Cft. Cft. Cft. Cft. Cft.

9 Cft. 7 Cft. 85 Cft. 21 17 14 173 9

Cft. Cft. Cft. Cft. Cft.

8 Cft. 6 Cft. 66 Cft.

1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x2

x4-7/8 x5-1/4 x5-5/8 x6 x13-1/4 x13-5/8 x14 x14-3/8 x12-7/8

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

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x2

x13-1/4

x1-1/2

x 1/4

1

x2

x13-5/8

x1-1/8

x 1/4

1

x2

x14

x 3/4

x4-1/4

1 1 1 1 1

x1 x1 x1 x1 x3

x20-7/8 x21-1/4 x21-5/8 x22 x6-7/8

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

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x3

x7-1/4

x1-1/2

x 1/4

1

x3

x7-5/8

x1-1/8

x 1/4

1

x3

x8

x 3/4

x4-1/4

1 1 1 1 1

x1 x1 x1 x1 x1

x37-7/8 x35-1/4 x35-5/8 x36 x11-7/8

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

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x12-1/4

x1-1/2

x 1/4

1

x1

x12-5/8

x1-1/8

x 1/4

1

x1

x13

x 3/4

x4-1/4

1

x1

x25-5/8

x1-7/8

x 1/4

= = = = = = = = = = = = = = = = = = = = = = = = = = = = =

2 2 2 19 6 5 4 46 12

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

10 Cft. 8 Cft. 89 Cft. 10 8 6 70 10

Cft. Cft. Cft. Cft. Cft.

8 Cft. 6 Cft. 77 Cft. 18 13 10 115 6

Cft. Cft. Cft. Cft. Cft.

5 Cft. 4 Cft. 41 Cft. 12 Cft.

21

PP

Steps

Total.

= = = = = = = = = = = = = = = =

1 1 1 1

x1 x1 x1 x1

x26 x26-3/8 x26-3/4 x13-5/8

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

x 1/4 x 1/4 x4-1/4 x 1/4

1

x1

x14

x1-1/2

x 1/4

1

x1

x14-3/8

x1-1/8

x 1/4

1

x1

x14-3/4

x 3/4

x4-1/4

1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1

x12-7/8 x13-1/4 x13-5/8 x14 x275 x21-1/8 x14-3/8 x38

x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x4

x 1/4 x 1/4 x 1/4 x4-1/4 x2-1/4 x2-1/4 x2-1/4 x2-1/4

10 7 85 6

Cft. Cft. Cft. Cft.

5 Cft. 4 Cft. 47 Cft. 6 5 4 45 464 36 24 342

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

3674 [email protected]%Cft Rs. 326372/-

6 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) 11/2" thick. D.P.C

2nd D.P.C

22

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x18

x14 x36 x5-1/4 x31-3/8 x8-3/4 x15-1/8 x8 x46-1/8 x14-3/4 x17-1/8 x21-3/4 x5-1/8 x15-1/8 x22 x 3/4

x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4

= = = = = = = = = = = = = = =

16 41 4 35 7 17 9 52 17 19 24 6 11 25 10

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

1 1 1 1 1 1 1 1 1 1 1

x2 x1 x1 x1 x1 x1 x1 x1 x1 x2 x2

x14 x14 x6 x35-7/8 x5-1/4 x6 x31-3/8 x14 x14-3/8 x22-3/4 x8

x1-1/8 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4

= = = = = = = = = = =

32 11 5 40 6 5 24 11 11 34 12

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x15-1/8 x8 x46-1/8 x14 x14-3/4 x19-1/4 x36-1/8 x17-1/8 x14 x21-3/4

x1-1/8 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8

= = = = = = = = = =

17 9 52 11 17 14 27 19 11 24

Sft. Sft. 454Sft-Marked=A Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

23

1 1 1 1 1

x1 x1 x1 x18 x13

D/D openings 1 x1 1 x1 1 x2 1 x4 1 x4 D1 1 x1 D2 1 x1 D3 1 x1 1 x1 1 x1 1 x1 1 x1 1 x1 1 x1

x16-3/4 x5-1/8 x15-1/8 x 3/4 x 3/4

x 3/4 x1-1/8 x 3/4 x 3/4 x2-1/4 Total.(A)

= = = = = =

13 6 11 10 22 747

Sft. Sft. Sft. Sft. Sft. Sft.

x14 x25-1/4 x4 x3-1/4 x2-1/2 x3-1/2 x3 x3-1/2 x4 x3 x4 x3 x9 x9

x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total.(B)

= = = = = = = = = = = = = = = =

16 28 6 10 8 4 3 4 5 2 3 2 7 7 105

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

= = = = = = = = = = = = = = = = = = = = = = =

28 34 24 4 13 12 28 29 28 32 9 14 11 11 12 28 18 18 24 28 29 11 3

Net Total (A-B) 7 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: 1 x1 x14 x2 1 x1 x17 x2 1 x1 x12 x2 1 x1 x2 x2 1 x1 x6-5/8 x2 1 x1 x6 x2 1 x1 x14 x2 1 x1 x14-3/8 x2 1 x1 x14 x2 1 x1 x16 x2 1 x1 x4-1/2 x2 1 x1 x7 x2 1 x1 x5-1/4 x2 1 x1 x5-5/8 x2 1 x1 x5-3/4 x2 1 x1 x14 x2 1 x1 x8-3/4 x2 1 x1 x9 x2 1 x1 x12 x2 1 x1 x14 x2 1 x1 x14-3/8 x2 1 x1 x5-1/4 x2 1 x1 x1-1/2 x2

642 [email protected]%Sft Rs. 18044/-

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

24

1 1

x1 x2

x10-3/8 x30

x2 x2 Total

= = =

21 Sft. 120 Sft. 589 [email protected]%Sft Rs. 12077/-

8 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of It.No.1 4715

x 2/3 Total.

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

25

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

26

Qty item No. 29(Floor )

79

x1-1/2

Qty item No. 30(Floor )

2029

x1-1/2

Qty item No. 33(Floor ) PP

1 1 1

x1 x1 x1

174

x1-1/2

x260 x60 x13-1/4

x3-1/4 x27 x17-1/8 Total

Net Qty. 6116.0 (-) 9 Supply and filling of sand under floor or plugging in wells.

3145

Qty item No. 29(Floor )

79

x 1/3

Qty item No. 30(Floor )

42

x 1/3

Qty item No. 33(Floor )

200

x 1/3

Back Terrace 1 x1

x13-1/8 x20 x260

x17-1/8 x23 x3-1/2

Porch PP

1 1

x1 x1

x1 x1 x1

=

119 Cft

= =

3044 Cft 261 Cft

= 845 = 1620 = 227 = 6116 = 2971

Cft Cft Cft. Cft [email protected]%oCft Rs. 15877/-

=

26 Cft

= =

14 Cft 66 Cft

= = =

75 Cft 153 Cft 300 Cft

Total

=

634 Cft

634 Cft

Total

= =

634 [email protected]%Cft Rs. 14740/-

= = = = = =

347 116 41 444 99 388

x 1/3 x 1/3 x 1/3

@Rs.947.80%Cft

Rs. 6009/-

10 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.9

634

11 Pacca brick work c/s (1:6) mortar in G.F H walls 1 x2 x14 1 x1 x14 1 x1 x5 1 x1 x35-7/8 1 x2 x6 1 x1 x31-3/8

x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8

x11 x11 x11 x11 x11 x11

Cft. Cft. Cft. Cft. Cft. Cft.

V walls

At side

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x18 x3

x14 x38-1/2 x8 x8 x15-1/8 x46-1/8 x14 x19-1/8 x14-3/4 x36-1/3 x36-1/8 x14 x17-1/8 x21-3/4 x16 x5-1/8 x15-1/8 x22 x 3/4 x2

x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x 3/8

x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11

Total.

= 116 = 318 = 66 = 66 = 187 = 571 = 116 = 237 = 122 = 300 = 298 = 116 = 212 = 269 = 132 = 63 = 125 = 272 = 111 = 25 = 5157

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

27

Cft.

Deduction.

1 1 1 1 1 1 1 1 1

x1 x6 x2 x1 x4 x7 x1 x1 x5

x4 x4 x3 x3 x3 x8 x12 x3 x3

x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8

x7 x7 x7 x7 x7 x6-1/2 x6-1/2 x3-1/2 x2

= = = = = = = = =

Opening 1

x1 x1 x1 x6 x2 x1 x3 x1 x1 x7 x1 x1 x5 x1 x1

x5-1/2 x3 x5 x4-1/2 x4 x4 x3-1/2 x4-1/2 x4 x9-1/2 x14 x4 x4 x7 x4

x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4

x7 x7 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1 x1 x 3/4 x 3/4 x 3/4 x 3/4

= 29 Cft. = 16 Cft. = 4 Cft. = 15 Cft. = 5 Cft. = 3 Cft. = 6 Cft. = 3 Cft. = 2 Cft. 155Cft-Marked=A = 75 Cft. = 16 Cft. = 3 Cft. = 17 Cft. = 4 Cft. = 2 Cft. = 1021 Cft. = 4136 [email protected]%Cft Rs. 393183/-

D1 D2 D3 D3A D4 W1 W2 W3 V1

1 Lintels D 1

W

1 1 1 1 1 1 1 1 1 1 1 1

Total Ded. Net Qty. 5157 (-) 11-i Pacca brick work with cement sand mortar in Ground floor.i) Ratio 1:4

1021

32 126 32 24 63 410 88 12 34

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

= = =

115 Cft

Total(A)

99 Cft

D/D 1

x2

x2-1/2

x 3/8

x7

=

13 Cft

1

x2

x3-1/2

x 3/8 Total(B)

x7

= =

18 Cft 31 Cft

Net Qty(A-B)

= 84 Cft @Rs.10038.05%Cft Rs. 8432/12 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) Lintels Take Qty item No. 11 Roof slab 1 x1

=

155 Cft.

1 1 1 1

x1 x1 x1 x1

x45-1/4 x20-3/4 x15-1/2 x24-1/4 x9-1/2

x15-7/8 x37-3/8 x23-1/4 x21-1/2 x4

x x x x x

5/12 5/12 5/12 5/12 5/12

= = = = =

299 323 150 217 16

Cft. Cft. Cft. Cft. Cft.

1 1 1 1

x3 x1 x1 x1

x8-3/4 x10-1/8 x9 x11

x1 x1-3/4 x2-3/8 x2-3/8

x x x x

1/4 1/4 1/4 1/4

= = = =

7 4 5 7

Cft. Cft. Cft. Cft.

WR bed 1

x1 x1 x1 x1

x7-7/8 x8-1/4 x7-1/4 x8-3/4

x2-1/4 x2-1/2 x2-1/2 x2-1/2

x x x x

1/4 1/4 1/4 1/4

= = = =

4 5 5 5

Cft. Cft. Cft. Cft.

1 1 Col 1 Din 1 Parapet 1

x1 x1 x3-1/7 x1 x1

x20 x20-1/2 x 5/8 x12 x275

x1-1/8 x1-1/8 x17-1/2 x 3/4 x 1/2

x1-1/2 x1-1/2 x1 x3-3/4

= = = = =

34 35 34 9 138

Cft. Cft. Cft. Cft. Cft.

Kit Deck 1

x1 x1 x1

x60 x18-1/2 x6-7/8

x 1/2 x1 x1

x1 x 1/2 x 1/2

= = =

Box shelf Kit

Car porch

1 1 1

1 1

30 Cft. 19 Cft. 7 Cft.

28

Lobby Ent Deck

1 1 1 1 1 1 1

Left side purgola Right side purgola

x1 x1 x1 x1 x1 x1 x1

x13-2/3 x8-1/6 x9-2/3 x201 x26-2/3 x2 x14-1/8

x1 x1 x1 x1 x1 x9-3/4 x6

x 1/2 x 1/2 x 1/2 x 1/2 x1-1/2 x 1/2 x 1/2

= = = = = = =

7 4 5 101 40 10 42

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

Over W1 Purgola

5x 4/3x2 3/4x3/4((5^2+2/5x2 3/4^2)^1/2) Total 13 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):- bdeformad bars

1857 x6.75

x0.454

=

29

Cft. Cft. Cft. Cft. Cft. Cft. Cft.

=

73 Cft 1857 Cft. @Rs.201.95/Cft Rs. 375021/-

=

5691 Kg

@Rs.8973.05%Kg

Rs. 510656/-

14 Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16" (5 mm) thick glass panes M.S. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws including grill of M.S. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C.P. fitting and painting 3 coats complete in all respect W1 W2 W3 V1

1 1 1 1

x7 x1 x1 x5

x8 x12 x3 x3

x8-1/2 x6-1/2 x3-1/2 x2 Total

= = = = =

476 78 11 30

Sft. Sft. Sft. Sft.

595 [email protected]/Sft Rs. 202836/-

15 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio. 79 Qty item No.

27(Floor )

=

79 Sft.

Qty item No. 28(Floor )

2029

Qty item No. 31(Floor )

174

W1 Purgola1 1 V1 Purgola1 1

x5 x5 x2 x2

x10 x10 x20 x20

30

= =

2029 Sft. 174 Sft. Sft. Sft. Sft. Sft.

= 100 = 100 = 80 = 80 = 2642 [email protected]%Sft Rs. 33478/-

x2 x2 x2 x2 Total

16 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:Din/beds 3

1 1 Bed 1 1 Bath 2 Dress 1 Draw 1 Loung 1 Lobby 1 Bath 1 1 Extra NR 1 Porch 1 Lobby 1 Front 1 1 1 1 1 Back 1 1 1 Left side 1 Right side1 Kit

Box

x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x6 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x(14 x(14 x(8 x(14 x(14 x(8 x(8 x(14-3/8 x(14-3/8 x(6 x(6 x(6 x2 x(17-1/2 x15-1/2 x31-3/8 x21-1/2 x9-3/4 x21-1/2 x8-3/4 x36-5/8 x15-5/8 x25 x29 x36-1/8

+12 ) +10 ) +7-1/8) +13 ) +16 ) +5-3/4) +5-7/8) +17 ) +18-3/4) +14 ) +7 ) +6-1/4) +18-1/2)

x10-1/2 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x6 x10-1/2 x10-1/2 x8-3/4 x12 x12 x12 x12 x12 x12 x12 x12 x12 x12

= = = = = = = = = = = = = = = = = = = = = = = = =

1638 504 318 567 630 330 291 659 696 420 156 147 126 756 136 377 258 117 258 105 440 188 300 348 434 = 10199

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. 7374Cft-Marked=A Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. 2825Cft-Marked=B Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 101052/-

x7 x7 x7 x7 x7 x7

= = = = = =

Sft. Sft. Sft. Sft. Sft. Sft.

Total 17 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. 1 D2 1 D3 1 D4 1 DW1 1 CY door 1 D1

x1 x7 x2 x4 x1 x1

x4 x3-1/2 x3 x2-1/2 x3 x4

28 172 42 70 21 28

17-i P/F iron sliding bolts to doors long class deodar wood 18 12" P/F First 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.

Total x1

deodar wood framing 1½" (40 mm) thick, with wire gauze fixed in position:with springs or spring hinges D1 1 x1 x4 DW3 1 x1 x3

x8

x7 x7

Total 19 Providing and fixing wardrobe 22" (550 mm) deep consisting of RCC shelves 1½" (40 mm) thick including ½" thick vinboard boxing and back (one side ply) vinboard shutter ¾" (20 mm) thick including deodar wood lipping ¼" (6 mm) on all edges, fixes including deodar wood frame 3"x1" (75mm x 25mm) with hanger rod in centre position drawers at bottom and openable shutter on upper portion including full hinges C.P. fitting and painting 3 coats complete. Beds

1

x4

x8

x10-1/2

Total 20 Providing and fixing Vin board cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified, with handles hinges,screws etc., complete in all respects. 2' deep with out back. 1

x1

x24

x4-3/4 Total

= =

= = =

361 [email protected]/Sft Rs. 176204/-31 15 No @Rs.124.65/E Rs. 1870/-

28 Sft. 21 Sft. 49 [email protected]/Sft Rs. 22462/-

= =

336 [email protected]/Sft Rs. 154510/-

= =

114 [email protected]/Sft Rs. 50189/-

336 Sft.

114 Sft.

21 Providing and fitting curtain railing to doors and windows, comprising of TOSO-elite Japan made superior type of railing or equivalent, fixed over 4"x¾" (100mmx20mm) deodar wood strip, including painting. W1 W2 DW1 DW2 D1 D2 D3A D4

1 1 1 1 1 1 1 1 1 1 1

x1 x6 x3 x7 x1 x1 x1 x1 x1 x1 x1

32

= = = = = = = = = = = =

x6 x4-1/2 x4 x9 x14 x4 x6 x4 x11 x9 x4 Total

6 27 12 63 14 4 6 4 11 9 4

Rft Rft Rft Rft Rft Rft Rft Rft Rft Rft Rft

160 Rft

@Rs.100.90/Rft

Rs. 16144/-

22 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. Roof

1 1 1 1 1

x1 x1 x1 x1 x1

x14-3/4 x36-7/8 x8-3/4 x23-1/2 x4

= 656 = 1424 = 133 = 385 = 36 = 2634

x44-1/2 x38-5/8 x15-1/4 x16-3/8 x8-7/8 Total

Sft. Sft. Sft. Sft. Sft. Sft.

Deduction. Khurra

1

x6

x2

= =

x2 Total

Net Qty 2634 (-) 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)

24

24 Sft. 24 Sft. 2610 [email protected]%Sft Rs. 103977/-

= =

Total. 24 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:1 x4 x15

= Total

=

6 No. 6 No. @Rs.281.80/Each Rs. 1691/-

60 Rft. 60 [email protected]/Rft Rs. 13332/-

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

33

=

12 No

= =

722 Sft.

@Rs.469.30/Each

Rs. 5632/-

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

Take Double of 361 It.No.17

x2 Total

722 [email protected]%Sft Rs. 7359/-

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

Take Double of 49 It.No.18

34

Total

= =

98 Sft. 98 [email protected]%Sft Rs. 618/-

x7-1/8

=

57 Sft.

x2

27 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 Box Decks proch Decks Kit Decks lawn

1

x1

x8

1

x2

x5

x 1/2

=

5 Sft.

1

x2

x9

x 1/2

=

9 Sft.

x16

x 1/2

=

8 Sft.

1

Total

=

79 Sft. @Rs.5336.25%Sft Rs. 4216/-

= =

13 Sft. 8 Sft.

Total

=

21 Sft. @Rs.5600.80%Sft Rs. 1176/-

x18-3/4 x14 x8-3/4 x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x 3/4 x12

= = = = = = = = = =

27-i 1/2" thick mosaic dado or skirting using white cement i/c rubbing and polishing complete with finishing using grey cement 1 Kit Khurra1

x2 x2

x(8 x(4

28 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. Lounge 1 x1 x14-3/8 Lobby 1 x1 x6 1 x1 x5-1/2 D1 1 x1 x4 D2 1 x7 x3-1/2 D3 1 x2 x3 1 x1 x3 Opening 1 x1 x5-1/2 1 x1 x10-3/8 Beds 1 x2 x14

+7-1/8) +4 )

x 3/7 x 1/2

270 84 48 5 18 5 3 4 8 336

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

1 1 Dress 1 1 Din 1 Draw 1 Kit 1 Lounge 1 Lobby 1 1 Beds 1 1 1 Dress 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2 x2

x14 x14 x8 x4 x14 x14-3/8 x14 x(14-3/8 x(6 x(5-1/2 x(14 x(14 x(14 x(8 x3 x(14 x(14-3/8 x(14

x16 x13 x5-7/8 x4 x12 x17 x10 +18-3/4) +4 ) +8-3/4) +12 ) +16 ) +13 ) +5-5/8) x 3/4 +12 ) +17 ) +10 )

x x x x x x x

1/2 1/2 1/2 1/2 1/2 1/2 1/2

x 3/7 x 3/7 x 3/7

Total

= = = = = = = = = = = = = = = = = =

224 182 47 16 168 244 140 33 10 14 26 30 27 14 5 22 26 20

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft Sft Sft

35

=

2029 [email protected]/Sft Rs. 284060/-

= = = =

30 60 258 1040 1388

29 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. Decks

1

Decks Kit 1 Decks lawn 1

1

PP

x 1/4 x 1/4 x 1/4 x1

x3-1/7 x3-1/7 x3-1/7 x260

x12-3/8 x17-1/2 x36-1/4 x4 Total

x12-3/8 x 1/4 x17-1/2 x 1/4 x36-1/4 x 1/4

=

Sft. Sft. Sft. Sft Sft @Rs.2988.60%Cft Rs. 41482/-

30 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.27

79

x 70%

=

Take 70% Qty of It.No.29

1388

x 70% Total

= =

x7 x6-5/8

= =

55 Rft 972 Rft 1027 Rft @ 5.30/Rft

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

1 1

x1 x1

x6 x6

42 Sft 40 Sft

Rs.5443/-

1

x2

x8

=

x5-3/4 Total

=

92 Sft 174 Sft

36 @Rs.7397.00%Sft

Rs. 12871/-

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

1 1 1

x2 x2 x2

x(6 x(6 x(8

+7 ) +6-5/8) +5-3/4) Total

x5 x5 x5

= = = =

130 126 138 394

Sft Sft Sft [email protected]%Sft Rs. 31519/-

x20 x20

= =

420 Sft. 200 Sft.

Total

=

620 Sft. @Rs.75.00/Sft Rs. 46500/-

Total

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

Total

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

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

1

x1

Gate to Porch 1 x1

x21 x10

34 Distempering 3 coats on new surface.

Take Qty item No.16 A (Plaster)

35 Weatther Shield paint 2 coats on new surface

Take Qty iten No.176 B Plaster 36 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

=

454 Sft

=

454 Sft

37 Making groove 1/4" deep 1 1 1 1 1 Back 1 1 Left side 1 Front

x2 x2 x2 x2 x2 x2 x2 x2

x31-3/8 x21-1/2 x9-3/4 x21-1/2 x8-3/4 x36-5/8 x12-5/8 x29

= = = = = = = =

63 43 20 43 18 73 25 58

Rft Rft Rft Rft Rft Rft Rft Rft

@Rs.1257.60%Sft

Rs. 5710/-

1

x2

x36-1/8 Total

= =

72 Rft

37

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

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

Rs. 3185711/-

38

DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Electric Installation Portion

1 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 250.0 m

@ 77.25/m Rs.19313/-

ii-1" dia. 70.0 m

@ 93.70/m Rs.6559/-

2 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):i- 3/0.029" 780 m

@ 27.00/m Rs.21060/-

350 m

@ 39.35/m Rs.13773/-

100 m

@ 58.85/m Rs.5885/-

ii- 7/0.029" iii- 7/0.036" 4 Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet top, for recessed wiring, including making holes for regulators, switches, plugs, etc. i) 10 x 10 cm (4"x4") Total

15 No 15 No

@ 93.10/Each

Rs.1397/-

Total

6 No 6 No

@ 129.70/Each

Rs.778/-

Total

7 No 7 No

@ 243.80/Each

Rs.1707/-

Total

2 No 2 No

@ 329.25/Each

Rs.659/-

17 No

@ 479.80/Each

Rs.8157/-

ii) 17.5 x 10 cm (7"x4")

iv) 20 x 25 cm (8"x10")

v) (10"x12")

5 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. =

6 Supply and Erection of button holder backlite large size.

39 =

15 No

@ 21.30/Each

Rs.320/-

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

5 No @ 1600/Each Rs.8000/-

9 Supply and erection of ceiling rose, bakelite. =

20 No

@ 20.00/Each

Rs.400/-

=

10 No

@ 1600.00/Each

Rs.16000/-

=

10 No

@ 61.90/Each

Rs.619/-

=

6 No

@ 76.30/Each

Rs.458/-

=

1 No

@ 189.30/Each

Rs.189/-

=

1 No

@ 177.30/Each

Rs.177/-

=

10 No

@ 136.10/Each

Rs.1361/-

=

10 No

@ 26.10/Each

Rs.261/-

=

1 No

@ 20000/Each

Rs.20000/-

=

12 Rft

10 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. 11 Supply and Erection of 3 pin wall socket 5AMP

11-i Supply and erection of 3 pin 10/15 Amp. wall socket recessed type. 12 Supply and erection of call bell 220/250 volts, fixed on teak wood board 17.5x10 cm (7"x4"). 13 Supply and erection of bell push open/recessed type 14 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. 15 Supply and erection of 3/8" (10 mm) dia M.S. bar fan hook,placed at the time of casting of slab. 16 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. 1 x(1 ) 17 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. Total

12 Rft @ 212.95/Rft Rs.2555/-

18 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.

40

=

1 job

Total

Sub Engineer, Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

1 Job

@ 2932.35/Rft

Rs.2932/-

Total.

Rs. 132560/-

Say

Rs. 132600/-

Executive Engineer Executive Engineer Provincial Buildings Division Sargodha

41

DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Sanitary Installation Portion 1 Providing and fitting glazed earthen ware water closet European type, excluding seat and cover:- coloured i/c double seat and cover only bakelite. 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.

=

1 No

@ 2290.55/Each

Rs.2291/-

=

3 No

@ 1302.10/Each

Rs.3906/-

=

3 No

@ 1302.10/Each

Rs.3906/-

=

1 No

@ 1190.40/Each

Rs.1190/-

=

4 No @ 314.00/Each Rs.1256/-

=

6 No @ 174.80/Each Rs.1049/-

=

8 No @ 300.80/Each Rs.2406/-

=

5 No @ 500.60/Each Rs.2503/-

=

5 No

=

2 No @ 604.75/Each Rs.1210/-

=

14 No @ 428.00/Each Rs.5992/-

=

4 No @ 345.25/Each Rs.1381/-

=

4 No @ 322.15/Each Rs.1289/-

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

4 P/F glazed eartheware low level flushing cistern complete.

5 P/F shower rose 1/2"x4" 6 P/F C.P stop cock 1/2" dia 7 P/F C.P bib cock 1/2" dia

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

9 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 @ 2319.90/Each

Rs.11600/-

10 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way 11 Providing and fixing chromium plated tee stop cock 15mm (½").

13 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality.

14 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium plated brackets

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

42 =

4 No @ 324.80/Each Rs.1299/-

=

4 No @ 334.30/Each Rs.1337/-

=

80 Rft @ 222.20/Rft Rs.17776/-

=

10 No @ 315.70/E Rs.3157/-

=

10 No @ 957.10/E Rs.9571/-

=

250 Rft @ 57.90/Rft Rs.14475/-

=

120 Rft @ 73.65/Rft Rs.8838/-

=

50 Rft @ 242.00/Rft Rs.12100/Total. Rs. 108532/-

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

12 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:13

iii- 4" dia. 4 x ( 20 ) Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure.

13-i Providing and installing P.V.C. tees, of B.S.S. class "D" working pressure. 14

15

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 i- 1/2" dia. ii- 3/4" dia. 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

Say

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 108500/-

Executive Engineer Provincial Buildings Division Sargodha

43

DETAILED ESTIMATE FOR CONSTRUCTION OF RESI 2750 SFT Sui Gas Portion 1 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 i- 1/2" dia. ii- 3/4" dia. iii- 1"" dia. 1 P/F sui gas lamp best quality

= = =

70 Rft @ 57.90/Rft

Rs.4053/-

98 Rft @ 73.65/Rft Rs.7218/196 Rft @ 109.20/Rft Rs.21403/-

=

9 No @ 850.00/Each Rs.7650/-

=

3 No @ 6500.00/Each Rs.19500/-

=

1 No @ 2100.00/Each Rs.2100/-

= =

1 No @ 300.00/Each Rs.300/10 No @ 250.00/Each Rs.2500/-

3 P/F sui gas heater double burner Corona/Fire Sun made 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge.

i)

4 P/F handle valve best quality 1" dia 3/4" dia 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

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

=

1 No @ 17000.00/Rft Rs.17000/Total.

Rs. 81724/-

Say

Rs. 81700/-

Executive Engineer Provincial Buildings Division Sargodha

0 SFT

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF SERVANT QUARTER 400 SFT (ABSTRACT OF COST) Description

Sr. No.

Amount

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

@Rs.727.67/Rft

Rs.

29107.00

Total: -

Rs.

Say.

Rs.

5

Construction of compund wall 4 1/2" thick and 6' high above D.P.C 40

Rft

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

588742.00

589000.00

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Building Protion 1 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 H walls

PP

1 1 1 1 1 1 1 1

2 2 x1 x2 x1 x1 x1 x2

x22-1/8 x3-1/4 x10-1/4 x15-5/8 x16 x3-1/2 x9-1/2 x50-5/8

x3-1/4 x2-1/2 x2-1/2 x3-1/4 x2-1/2 x2 x2 x1-1/2 Total

x3 x3 x3 x3 x3 x 1/2 x 1/2 x 3/4

= = = = = = = = =

431 49 77 305 120 4 10 114 1110

Cft Cft Cft Cft 996Cft-Marked=A Cft Cft Cft Cft 114Cft-Marked=B Cft @Rs.2795.75%oCft Rs. 3103/-

= = = = = =

409 289 55 87 136 976

Sft Sft Sft Sft Sft Sft @Rs.522.40%Sft Rs. 5099/-

= =

249 [email protected]%Cft Rs. 14767/-

2 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. 1 1 1 1 1

2 2 x2 x1 x1

x22-1/8 x15-5/8 x3-1/4 x10-1/4 x16

x9-1/4 x9-1/4 x8-1/2 x8-1/2 x8-1/2 Total

3 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"996Cft

x 1/3

Total

x 3/4

249 Cft.

4 Dry rammed brick or stone ballast 1 1/2"-2" guage. Take Qty 1/2 of Item No.1 marked "B" 114Cft

Total

x 1/2

= =

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

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

H walls A 1

= = = = = = = = = = = = = = = = = = = = =

8 6 5 10 114

Total.

=

234 [email protected]%Cft Rs. 20787/-

x20 x12 x5 x17-3/4 x17-3/4

x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 Total.(A)

= = = = = =

90 9 8 80 13 200

Sft. Sft. Sft. Sft. Sft. Sft.

x12 x3-1/2 x3 x2-1/2

x1-1/8 x 3/4 x 3/4 x1-1/8 Total.(B)

= = = = = =

14 3 2 6 25

Sft. Sft. Sft. Sft. Sft.

1 1 1 1

x2 x2 x2 x2 x1

x21-1/8 x20-3/4 x20-3/8 x20 x10-7/8

1

x1

x11-1/4 x1-1/2

x 1/4

1

x1

x11-5/8 x1-1/8

x 1/4

1

x1

x12

x 3/4

x 3/4

1 1 1 1 V walls 1

x2 x2 x2 x2 x2

x3-7/8 x4-1/4 x4-5/8 x5 x16-5/8

x1-7/8 x1-1/2 x1-1/8 x 3/4 x2-1/4

x x x x x

1

x2

x17

x1-7/8

x 1/4

1

x2

x17-3/8 x1-1/2

x 1/4

1

x2

x17-3/4 x1-1/8

x 3/4

1 1 1 1 1

x1 x1 x1 x1 x2

x16-5/8 x17 x17-3/8 x17-3/4 x50-5/8

x 1/4 x 1/4 x 1/4 x 3/4 x1-1/2

PP

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-7/8

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

x x x x x

1/4 1/4 1/4 3/4 1/4

1/4 1/4 1/4 3/4 1/4

24 19 15 34 5

Cft. Cft. Cft. Cft. Cft.

4 Cft. 3 Cft. 7 Cft. 4 3 3 6 19

Cft. Cft. Cft. Cft. Cft.

16 Cft. 13 Cft. 30 Cft. Cft. Cft. Cft. Cft. Cft.

6 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. H walls

V walls

2 1 1 2 1

x2 x1 x2 x2 x1

D/D openings Ver 1 x1 D1 1 x1 D2 1 x1 D3 1 x2

Net Total (A-B)

175 Sft. @Rs.2810.60%Sft Rs. 4919/-

7 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. 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1

x5 x12 x6 x11 x12 x5 x14 x4 x8-5/8

= = = = = = = = = =

x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 x1-1/8 Total

6 14 7 12 14 6 16 5 10 90

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. @Rs.2050.50%Sft Rs. 1845/-

8 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of It.No.1 1110

= =

x 2/3 Total.

740 Cft 740 [email protected]%oCft Rs. 996/-

8-i Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles. x12 x12 x5 x5 x44-1/8 x46

x11 x6 x8-5/8 x4 x2-1/4 x2-1/4 Total

Net Qty. 0.0 (-) 9 Supply and filling of sand under floor or plugging in wells. 1 x1 x12 1 x1 x12 1 x1 x5 1 x2 x5 PP 1 x2 x44-1/8 1 x2 x46

740

PP

1 1 1 1 1 1

x1 x1 x1 x2 x2 x2

x11 x6 x8-5/8 x4 x2-1/4 x2-1/4 Total

x-35/2 x-35/2 x-35/2 x-35/2 x1-1/8 x1-1/8

x-1/3 x-1/3 x-1/3 x-1/3 x 1/3 x 1/3

= = = = = = = =

= = = = = = =

2310 1260 755 700 223 233 0

Sft. Sft. Sft. Sft. Sft. Sft. Sft.

-740 [email protected]%oCft Rs. 0/-

132 72 43 40 66 68 421

Sft. Sft. Sft. Sft. Cft Cft Cft @Rs.947.80%Cft Rs. 3990/-

10 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.9

= =

421 Total

421 Cft 421 [email protected]%Cft Rs. 9788/-

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

Kit cill

1 1 1 1 1 1

x2 x1 x1 x2 x1 x2

x20 x5 x12 x17-3/4 x17-3/4 x5

x1-1/8 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/2 Total.

x11 x11 x11 x11 x11 x 1/2

x1 x1 x2 x1 x1 x1 x1 x1 x2 x1 x1 x1

x3-1/2 x3 x2-1/2 x4 x4 x12 x4-1/2 x4 x3-1/2 x5 x5 x13-1/2

x 3/4 x7 x 3/4 x7 x1-1/8 x7 x 3/4 x4-1/2 x1-1/8 x6-1/2 x1-1/8 x7-3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x 1/2 x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1 Total Ded. 252

= = = = = = =

495 41 99 439 146 8 1228

= = = = = = = = = = = = = =

18 16 39 14 29 105 3 2 4 3 4 15 252 976

Cft. Cft. Cft. Cft. Cft. Cft. Cft.

Deduction.

1 D2 1 D3 1 W1 1 W2 1 Ver Ope 1 RCC lintel 1 D2 1 D3 1 W1 1 W2 1 1 D1

Net Qty. 1228 ( - ) 11-i Pacca brick work with cement sand mortar in Ground floor.i) Ratio 1:4

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. [email protected]%Cft Rs. 92782/-

x38-1/8 x 3/8 x 1/2 = 14 Cft x39-1/8 x 3/4 x3-1/2 = 205 Cft x5 x 3/8 x7 = 13 Cft Total = 232 Cft @Rs.10038.05%Cft Rs. 23288/12 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) Parapet 1 1 1

x2 x2 x1

1 1 1 1 1

x1 x1 x2 x1 x1 x1

x4-1/2 x4 x3-1/2 x5 x5 x13-1/2

x 3/4 x 3/4 x1-1/8 x 3/4 x1-1/8 x1-1/8

x 3/4 x 3/4 x 1/2 x 3/4 x 3/4 x1

= = = = = =

1 2

x1 x2

x20 x20

x20 x 1/4

x 5/12 x3-1/2

= = =

RCC lintel 1 D2 D3 W1 W2 Roof slab

Total 13 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

3 2 4 3 4 15

Cft. Cft. Cft. Cft. Cft. Cft.

167 Cft. 70 Cft. 268 Cft. @Rs.201.95/Cft Rs. 54123/-

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 Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16" (5 mm) thick glass panes M.S. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws including grill of M.S. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C.P. fitting and painting 3 coats complete in all respect. W1 W2

1 1

x1 x1

x4 x4

x4-1/2 x6-1/2 Total

= = =

18 Sft. 26 Sft. 44 Sft. @Rs.340.90/Sft Rs. 15000/-

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

x1 x1 x1 x2

x12 x12 x5 x5

= = = = =

x11 x6 x8-5/8 x4 Total

132 72 43 40

Sft. Sft. Sft. Sft.

287 Sft. @Rs.1267.15%Sft Rs. 3637/-

16 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:1 1 Kit 1 1 1 Parapet 1 Room Ver

x2 x2 x2 x2 x2 x2

+11 ) +6-1/8) +8-5/8) x(5 +4 ) x(5 +4 ) x(18-1/2 +18-1/8) Total x(12 x(12 x(5

x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x3-1/2

= = = = = =

=

483 381 286 108 189 256 1703

Sft. Sft. Sft. Sft. Sft. Sft. Sft. @Rs.990.80%Sft Rs. 16873/-

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

1

x2

x(20

+20

) x16-1/2

Total (A)

= =

1320 Sft. 1320 Sft.

D/D D3 W2 Ver

1 1 1

x2 x1 x1

x2-1/2 x4 x12

x7 x6-1/2 x7-3/4 Total (B)

Net Total (A-B) 18 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. D1 D2 D3 CY

1 1 1 1

x1 x1 x2 x1

x3-1/2 x3 x2-1/2 x4

=

x7 x7 x7 x7

Total 18-i P/F iron sliding bolts to doors 12" long x1 x8 19 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. Roof

1

= = = =

= = = = = =

35 Sft 26 Sft 93 Sft 154 Sft 1166 Sft. @Rs.1279.00%Sft Rs. 14913/-

25 21 35 28 109

Sft. Sft. Sft. Sft. Sft. @Rs.488.10/Sft Rs. 53203/-

4 No @Rs.124.65/E

x1

x18-1/2 x18-7/8 Total

= =

349 Sft. 349 Sft.

x1

x2

= =

4 Sft.

Rs. 499/-

Deduction. Khurra

1

x2 Total

Net Qty 349 (-) 20 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)

4

Total. 21 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:Rain water down pipes iii- 4" dia.1

x ( 13

)

4 Sft. 345 Sft. @Rs.3983.80%Sft Rs. 13744/-

= =

1 No. @Rs.281.80/Each Rs. 282/-

=

13 Rft @Rs.222.20/Each Rs. 2889/-

1 No.

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

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

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

Take Double of It.No.1 8 Doors

109

= =

x2 Total

218 Sft. 218 Sft. @Rs.1019.20%Sft Rs. 2222/-

24 P/L 1 1/2" thick topping C conc (1:2:4) i/c placing mixing finishing curing etc complete.1 1/2" thick +19-5/8) x3 = Total = 25 Dry brick paving laid flat, sand grouted, including preparation of bed by watering, ramming and bringing the same to proper camber, by ½"(13 mm) thick mud plaster

274 Sft. 274 [email protected]%Sft Rs. 5872/-

=

300 Sft. 300 [email protected]%Sft Rs. 5858/-

1

x2

x(26

1

x1

x20

x15 Total

=

26 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.

PP

1 1 1 1 1

x1 x1 x1 x2 x1

x12 x12 x5 x5 x260

x11 x6 x8-5/8 x4 x4 Total

x-1/3 x-1/3 x-1/3 x-1/3

= = = = = =

132 72 43 40 1040 1040

Sft. Sft. Sft. Sft. Sft Sft @Rs.2988.60%Cft Rs. 31081/-

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

D1 D2 D3 Step

1 1 1 2 1 1 1 1 1

x2 x2 x2 x2 x1 x1 x2 x1 x1

x(12 x(12 x(5

x(5 x3-1/2 x3 x2-1/2 x13 x12

= = = = = = = = = =

23 18 11 18 3 2 6 26 9 116

x 60% Total

= =

624 Rft 624 Rft @ 5.30/Rft

x4 Total

=

40 Sft 40 Sft @Rs.7397.00%Sft Rs. 2959/-

=

180 Sft 180 [email protected]%Sft Rs. 14400/-

= =

1703 Sft.

+11 ) +6 ) +5-5/8) +4 )

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

Total

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 2238/-

27 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

1040

28 P/L floor of approved quality coloured glazed tiles over 3/4" thick c/s (1:3) plaster complete. bath 1 x2 x5

=

Rs.3307/-

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

2

x2

x(5

+4 ) Total

x5

=

30 Distempering 3 coats on new surface.

Take Qty item No.16( Plaster )

Total 31 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab.

1703 Sft @Rs.254.00%Sft Rs. 4326/-

Take Qty iten No.6 A DPC Total

= =

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

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 506835/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Sub Engineer,

Executive Engineer

(Electric Installation Portion)

1 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 45.0 m

@ 77.25/m

Rs.3476/-

100 m

@ 27.00/m

Rs.2700/-

2 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"

3 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") =

30 Rft

Total

30 Rft @ 28.10/Rft Rs.843/-

Total

8 No 8 No @ 93.10/Each Rs.745/-

Total

2 No 2 No @ 129.70/Each Rs.259/-

4 Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet top, for recessed wiring, including making holes for regulators, switches, plugs, etc. i) 10 x 10 cm (4"x4")

ii) 17.5 x 10 cm (7"x4")

5 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. =

3 No @ 479.80/Each Rs.1439/-

=

3 No @ 21.30/Each Rs.64/-

=

2 No @ 361.05/Each Rs.722/-

=

3 No @ 20.00/Each Rs.60/-

=

2 No

=

3 No @ 61.90/Each Rs.186/-

6 Supply and Erection of button holder backlite large size.

8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete 9 Supply and erection of ceiling rose, bakelite. 10 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. @ 1600.00/Each

Rs.3200/-

11 Supply and Erection of 3 pin wall socket 5AMP

11-i Supply and erection of 3 pin 10/15 Amp. wall socket recessed type. =

1 No @ 76.30/Each Rs.76/-

=

1 No @ 189.30/Each Rs.189/-

=

2 No @ 136.10/Each Rs.272/-

=

2 No @ 26.10/Each Rs.52/-

=

1 No @ 1345/Each Rs.1345/-

12 Supply and erection of call bell 220/250 volts, fixed on teak wood board 17.5x10 cm (7"x4"). 13 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. 14 Supply and erection of 3/8" (10 mm) dia M.S. bar fan hook,placed at the time of casting of slab. 15 S/E of iron/aluminum clad 500 Volts main switch with kit kat fuses double pole 30/35 Amp 30/35 Amp 500 V 1

x(1

)

17 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") =

1 No

Total

1 No @ 2039.20/Rft Rs.2039/-

18 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. =

1 job

Total

Sub

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

Rs. 20599/-

Say

Rs. 20600/-

Executive Engineer

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF SERVANT QUARTER 400 SFT Sub Engineer,

Executive Engineer

( Sanitary Installation Portion) 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. =

1 No

@ 1302.10/Each

Rs.1302/-

=

1 No

@ 1302.10/Each

Rs.1302/-

=

1 No @ 314.00/Each Rs.314/-

=

1 No @ 174.80/Each Rs.175/-

=

4 No @ 300.80/Each Rs.1203/-

=

2 No @ 500.60/Each Rs.1001/-

=

1 No

=

1 No @ 604.75/Each Rs.605/-

=

2 No @ 428.00/Each Rs.856/-

=

2 No @ 334.30/Each Rs.669/-

=

1 No @ 345.25/Each Rs.345/-

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

5 P/F shower rose 1/2"x4" 6 P/F C.P stop cock 1/2" dia

7 P/F C.P bib cock 1/2" dia

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

9 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 @ 2319.90/Each

Rs.2320/-

10 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way 11 Providing and fixing chromium plated tee stop cock 15mm (½").

12 Providing and fixing, floor trap of cast iron, including concrete chamber all round, and C.I. grating:i) 10x5 cm (4"x3") 13 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality.

14 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium plated brackets

=

1 No @ 322.15/Each Rs.322/-

=

1 No @ 324.80/Each Rs.325/-

15 Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia. 12 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:iii- 4" dia.

4

x ( 15

)

=

60 Rft @ 222.20/Rft Rs.13332/-

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

8 No @ 315.70/E Rs.2526/-

=

8 No @ 957.10/E Rs.7657/-

=

40 Rft @ 57.90/Rft Rs.2316/-

=

20 Rft @ 73.65/Rft Rs.1473/-

13-i Providing and installing P.V.C. tees, of B.S.S. class "D" working pressure. 19 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 i- 1/2" dia. ii- 3/4" dia. 20 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. 6" dia

=

20 Rft @ 100.15/Rft Rs.2003/Total. Rs. 10739/Say

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 10700/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 400 SFT Sub Engineer,

Executive Engineer

( Sui Gas Portion)

1 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 i- 1/2" dia. ii- 3/4" dia. iii- 1"" dia. 1 P/F sui gas lamp best quality

=

50 Rft @ 57.90/Rft

Rs.2895/-

= =

20 Rft @ 73.65/Rft Rs.1473/40 Rft @ 109.20/Rft Rs.4368/-

=

3 No @ 850.00/Each Rs.2550/-

=

1 No @ 6500.00/Each Rs.6500/-

=

1 No @ 2100.00/Each Rs.2100/-

= =

2 No @ 300.00/Each Rs.600/4 No @ 250.00/Each Rs.1000/-

3 P/F sui gas heater double burner Corona/Fire Sun made 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge.

i)

4 P/F handle valve best quality 1" dia 3/4" dia

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Total.

Rs. 21486/-

Say

Rs. 21500/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF STAFF QUARTER G 1-10 (990 SFT) (ABSTRACT OF COST) Description

Sr. No.

1

Cost of Buildings Portion.

Rs.

2

Cost of Electric Installation.

Rs.

3

Cost of Sanitary Installation.

Rs.

4

Cost of Gas Fittings

Rs.

5

Construction of compund wall 4 1/2" thick and 6' high above D.P.C 99

Rft

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

@Rs.727.67/Rft

Rs.

Total: -

Rs.

Say.

Rs.

Executive Engineer Provincial Buildings Division Sargodha

MAN RESOURCE ENSION SYSTEM IN ODHA

G 1-10 (990 SFT) Amount

1206924.00

47200.00

40600.00

52700.00

72039.00

1419463.00

1419000.00

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT Building Protion 1 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Step Ent 1 B side 1 Appron T wall side 1 Back 1 Front 1 Flower trough 1 walls

2 2 x1 x1 x1 x1 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x7 x8 x9 x3-1/2 x5 x5-7/8 x2-3/8 x3-3/4 x3-1/2 x38-1/5 x35-4/7 x1-1/2 x26 x11-1/4 x10 x11-1/8 x6-3/8 x15-1/8 x16 x3-1/2 x42-1/4 x32-1/4 x36-3/4 x1-1/2

2 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. 1 2 x7 1 2 x8 1 x1 x9-1/8 1 x1 x3-1/2 1 x1 x5 1 x1 x5-7/8 1 x1 x2-3/8 1 x2 x3-3/4 1 x1 x3-1/2 1 x1 x38 1 x1 x35-4/7

x3-1/4 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x3-1/4 x2-1/2 x3-1/4 x3-1/4 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x2-1/2 x4 x2-1/2 x1-1/2 x1-1/2 x1-1/2 x3 Total

x9-1/4 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x9-1/4 x9-1/4

x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x3 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2 x1-1/2

= = = = = = = = = = = = = = = = = = = = = = = = =

138 120 68 26 38 44 18 73 26 372 347 11 195 84 75 83 48 113 96 13 95 73 83 7 2246

= = = = = = = = = = =

130 136 78 30 43 50 20 64 30 352 329

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 1879Cft-Marked=A Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft 367Cft-Marked=B Cft Cft Cft Cft @Rs.2795.75%oCft Rs. 6279/-

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x1-1/2 x26 x11-1/4 x10 x11-1/8 x6-3/8 x15-1/8 x17 x13-3/4 x27-7/8 x15-3/4 x15

x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2 x8-1/2

Take as per Item No. 29

Take as per Item No. 30 Total

= = = = = = = = = = = =

13 221 96 85 95 54 129 145 117 237 134 128

=

862 Sft

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

= =

3906 Sft @Rs.522.40%Sft Rs. 20405/-

= =

352 [email protected]%Cft Rs. 20876/-

= =

184 [email protected]%Cft Rs. 3971/-

328 Sft

3 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"

1879Cft

x 3/16

Total

352 Cft.

4 Dry rammed brick or stone ballast 1 1/2"-2" guage. Take Qty 1/2 of Item No.1 marked "B"

367Cft

x 1/2

Total

184 Cft.

5 Pacca brick work with cement sand mortar in foundation and plinth.i) Ratio 1:6 AI II III IV

BI II III CI II III

DI II III EI II III

FI II III HI II III

1 1 1 1 1

x1 x2 x2 x2 x2

x7-4/7 x7-3/4 x8 x8-1/8 x9-1/4

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x1-1/2

x 1/4 x 1/4 x 1/4 x4-1/4 x 1/4

1

x2

x9-3/8

x1-1/8

x 1/4

1

x2

x10

x 3/4

x4-3/4

1 1 1 1

x1 x1 x1 x1

x10-1/4 x1-5/8 x5-1/4 x10-1/4

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

x 1/4 x 1/4 x4-3/4 x 1/4

1

x1

x4-7/8

x1-1/8

x 1/4

1

x1

x5-1/4

x 3/4

x4-3/4

1 1 1 1

x1 x1 x1 x1

x6-1/4 x6-5/8 x7 x6-3/8

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

x 1/4 x 1/4 x4-3/4 x 1/4

1

x1

x6-4/7

x1-1/8

x 1/4

1

x1

x5-1/4

x 3/4

x4-3/4

1 1 1

x2 x2 x2

x2-1/4 x2-5/8 x3

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

x 1/4 x 1/4 x4-3/4

= = = = = = = = = = = = = = = = = = = = = =

4 7 6 78 7

Cft. Cft. Cft. Cft. Cft.

5 Cft. 71 Cft. 4 30 19 4

Cft. Cft. Cft. Cft.

1 Cft. 19 Cft. 2 2 25 2

Cft. Cft. Cft. Cft.

2 Cft. 19 Cft. 2 Cft. 1 Cft. 21 Cft.

JI II III IV

1

x2

x3-3/4

x2-1/4

x 1/4

1

x2

x3-3/4

x1-7/8

x 1/4

1

x2

x3-3/4

x1-1/2

x 1/4

1

x2

x3-3/4

x1-1/8

x4-1/4

KI

1 1 1 1 1 1

x2 x2 x2 x2 x2 x1

x35-1/2 x35-1/8 x35-7/8 x35-7/8 x30-1/4 x34-1/4

x2-7/8 x3-1/4 x1-1/4 x1-1/4 x1-1/8 x2-1/4

x 1/4 x 1/4 x 1/4 x 1/4 x4 x 1/4

1

x1

x34-5/8 x1-7/8

x 1/4

1

x1

x34

x 1/4

1

x1

x33-5/8 x1-1/8

x4-1/4

1 1 1 1

x1 x1 x1 x1

x1-1/2 x1-1/2 x1-1/2 x25-1/2

x 1/4 x 1/4 x4-3/4 x 1/4

1

x1

x25-1/3 x1-1/8

x 1/4

1

x1

x25-1/8 x 3/4

x4-3/4

1 1 1 1

x1 x1 x1 x1

x12-5/8 x12-4/9 x12-1/4 x10

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

x 1/4 x 1/4 x4-3/4 x 1/4

1

x1

x10

x1-1/8

x 1/4

1

x1

x10

x 3/4

x4-3/4

1 1 1 1

x1 x1 x1 x1

x11-1/8 x11-1/8 x11-1/8 x6-3/8

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

x 1/4 x 1/4 x4-3/4 x 1/4

1

x1

x6-3/8

x1-1/8

x 1/4

1

x1

x6-3/8

x 3/4

x4-3/4

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x17-1/4 x17-5/8 x18 x16 x16 x16 x3-1/2 x3-1/2 x3-1/2 x42-1/4 x42-1/4 x32-1/4 x32-1/4 x36-3/4 x36-3/4 x2-5/8

x1-1/2 x1-1/8 x 3/4 x3 x2 x1 x3 x2 x1 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/8 x 3/4 x1-1/2 Total.

x 1/4 x 1/4 x4-3/4 x3 x 1/2 x 1/2 x3 x 1/2 x 1/2 x 1/4 x3 x 1/4 x3 x 1/4 x3 x3

LI II III IV MI

NI II III OI

PI

QI III

RI II III

1 1 1 1 1 1 B side 1 1 Appron Toe wall 1 1 1 Back 1 1 Front 1 1 F/Trough 1 SI II III Step ent

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

6 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. D.P.C 1 x2 x8-1/8 x1-1/8 1 x2 x10 x 3/4

= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =

= =

4 Cft. 4 Cft. 3 Cft. 36 Cft. 14 57 22 22 306 19

Cft. Cft. Cft. Cft. Cft. Cft.

16 Cft. 13 Cft. 161 Cft. 1 0 5 10

Cft. Cft. Cft. Cft.

7 Cft. 90 Cft. 5 3 44 4

Cft. Cft. Cft. Cft.

3 Cft. 36 Cft. 4 3 40 2

Cft. Cft. Cft. Cft.

2 Cft. 23 Cft. 6 5 64 144 16 8 32 4 2 12 95 9 73 10 83 12 1865

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. [email protected]%Cft Rs. 165674/-

18 Sft. 15 Sft.

x1 x1 x1 x1 x1 x2 x2 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x2 x1 x1

x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x3-1/2 x36-1/4 x33-5/8 x1-1/2 x25-1/8 x12-1/4 x10 x11-1/8 x6-3/8 x18 x36-1/4 x33-5/8 x8-1/8 x27-3/4 x2-5/8

x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 Total.(A)

= = = = = = = = = = = = = = = = = = = = = = =

8 4 5 5 3 5 6 3 82 38 1 19 9 8 8 5 14 82 38 18 21 2 417

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft.

D/D openings D1 1 x1 D2 1 x3 D3 1 x3 D4 1 x3 D/D ver 1 x1

x4-1/2 x3-1/2 x3 x2-1/2 x10-7/8

x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total.(B)

= = = = = = =

3 8 7 6 8 32

Sft. Sft. Sft. Sft. Sft. Sft.

385 [email protected]%Sft Rs. 10821/-

= = = =

54 49 42 145

= =

1498 Cft

LI

Back

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Net Total (A-B) 7 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. 1 1 1

x1 x1 x1

x36-1/4 x1-1/2 x32-3/4 x1-1/2 x27-3/4 x1-1/2 Total 8 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of It.No.1 2246

x 2/3 Total.

Sft. Sft. Sft. [email protected]%Sft Rs. 2973/-

1498 [email protected]%oCft Rs. 2017/-

8-i Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles. 1

x2

x10

x12

x1-1/2

1

x1

x11

x13

x1-1/2

1

x1

x7

x9-1/4

x1-1/2

1

x1

x18

x5-1/8

x1-1/2

1

x1

x9-1/4

x12

x1-1/2

= = = = =

360 Cft. 215 Cft. 97 Cft. 138 Cft. 167 Cft.

1

x2

x3

x5

x1-1/2

1

x1

x5-1/4

x5-5/8

x1-1/2

1

x1

x5-1/4

x5-1/4

x1-1/2

x1 x1 x1 x1

x7-7/8 x42-1/4 x29-1/2 x34

1

x2

x10

x12

x 1/3

1

x1

x11

x13

x 1/3

1

x1

x7

x9-1/4

x 1/3

1

x1

x18

x5-1/8

x 1/3

1

x1

x9-1/4

x12

x 1/3

1

x2

x3

x5

x 1/3

1

x1

x5-1/4

x5-5/8

x 1/3

1

x1

x5-1/4

x5-1/4

x 1/3

x1 x1 x1 x1

x7-7/8 x42-1/4 x29-1/2 x34

x5-1/4 x2-1/4 x2-1/4 x2-1/4 Total

x x x x

1 Appron Toe wall 1 1 1

x5-1/4 x2-1/4 x2-1/4 x2-1/4 Total Net Qty. 358.0 ( - ) 1498 9 Supply and filling of sand under floor or plugging in wells.

1 Appron Toe wall 1 1 1

x1-1/2 x1-1/2 x1-1/2 x1-1/2

1/3 1/3 1/3 1/3

= = = = = = = = =

= = = = = = = = = = = =

45 Cft. 44 Cft. 41 Cft. 62 143 100 115 358 -1140

Cft. Cft. Cft. Cft. Cft [email protected]%oCft Rs. 0/-

80 Cft. 48 Cft. 22 Cft. 31 Cft. 37 Cft. 10 Cft. 10 Cft. 9 Cft.

=

14 32 22 26 341

Cft. Cft. Cft. Cft. Cft @Rs.947.80%Cft Rs. 3232/-

= =

341 [email protected]%Cft Rs. 7928/-

= = = = = = = = = = = = = = = = = = = = =

201 83 91 43 58 56 37 25 93 897 416 207 101 83 47 149 76 66 6 91 8

10 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.9

341 Total

341 Cft

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

V walls

Parapet Back Front Stopper slab

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x2 x1 x1 x1 x1 x1 x1 x1 x2 x2 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x8-1/8 x10 x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x36-1/4 x33-5/8 x25-1/8 x12-1/4 x10 x5-3/4 x18 x33-5/8 x29-1/4 x2-5/8 x40-1/2 x40-1/2

x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/8

x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x11 x3 x3 x3 x3 x 1/2

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

AI

1 1 1 1

x1 x1 x1 x1

x4-7/8 x72-3/8 x72-3/8 x10

x 3/8 x 3/8 x 3/8 x1-1/2 Total.

x 1/2 x 1/2 x 1/2 x1-1/2

= = = = =

1 14 14 23 2886

Cft. Cft. Cft. Cft. Cft.

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x2 x1 x1 x2 x3 x1 x1 x1 x1 x1 x3 x1 x1 x3 x3 x1 x1 x1 x1 x3

x16-7/8 x4-1/2 x3-1/2 x3-1/2 x3 x3 x2-1/2 x5-1/2 x6 x4-1/2 x4 x3 x2 x19-1/2 x6 x4-1/2 x3-1/2 x7 x7-1/2 x6 x5-1/2 x3

x 3/4 x8-1/2 x 3/4 x8-1/2 x 3/4 x7 x 3/4 x8-1/2 x 3/4 x8-1/2 x 3/4 x7 x 3/4 x7 x 3/4 x7-1/2 x1-1/8 x6 x1-1/8 x6 x 3/4 x6 x 3/4 x5 x 3/4 x3-1/2 x 3/4 x1 x 3/4 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 x1-1/8 x 1/2 x1-1/8 x 1/2 x 3/4 x 1/2 x 3/4 x 1/2 Total Ded. 474

= = = = = = = = = = = = = = = = = = = = = = = =

108 29 37 22 19 32 39 31 41 30 18 11 16 15 2 5 4 3 4 3 2 3 474 2412

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. 26Cft-Marked=A Cft. Cft. Cft. Cft. [email protected]%Cft Rs. 229293/-

x 3/8 x 3/8 x 3/8 x 3/8 x 3/8 Total(A)

= = = = = =

41 6 12 22 4 85

Deduction. Ver Ope D1 D2 D3 D3A D4 W1 W2 W3 W4 W5 CW1 Ver Lintels D1 D2 W1 W2 W3 W4 CW1

Net Qty. 2886 (-) 11-i Pacca brick work with cement sand mortar in Ground floor.i) Ratio 1:4 Al

1 1 1 1 1

x1 x1 x1 x1 x1

x10 x1-1/2 x3 x5-3/8 x1-1/8

x11 x11 x11 x11 x8-1/2

Cft. Cft. Cft. Cft. Cft. Cft

D/D

0Cft-Marked=A

Total(B) = 0 Cft Net Qty(AB) = 85 Cft @Rs.10038.05%Cft Rs. 8532/12 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) Lintels

Take Qty item No.

11

=

26 Cft.

Take Qty item No.

11-i

x1-1/4 x1-1/4 Al shelves x1-7/8 x1-7/8 CW1 shade x1-1/4 Store slab x11-1/8 Roof slab x32-7/8 x2-5/8 Kit shelves x3 x2-1/4 x2-1/4 Total ii) -do- in slab of raft strip foundation complete P.B W2 W3

1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x4 x2 x1 x1 x1 x1 x1 x1

x6-1/2 x5 x11 x11 x2-1/2 x3-3/4 x29 x4-1/8 x7-1/2 x7 x7-1/2

x x x x x x x x x x x

1/4 1/4 1/2 1/4 1/4 5/12 5/12 5/12 1/3 1/4 1/4

= = = = = = = = = = = =

2 2 10 21 2 17 397 5 7 4 4 497

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft.

Cft. Cft. Cft. Cft. Cft. Cft.

=

0 0 0 0 0 0 0

=

Total.

0 Cft.

= = = = = =

Cft. @Rs.201.95/Cft Rs. 100369/-

Cft. @Rs.149.35/Cft Rs. 0/-

13 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 Take Qty 6.75Lbs/cft of Item No.14

497 x6.75

x0.454

=

1523 Kg

0 x6.75

x0.454

= =

0 Kg 1523 Kg @Rs.8973.05%Kg Rs. 136660/-

14 Providing and fixing windows consisting of M.S. box section frame 2"x1½", (50x40mm) leaves frame 1½"x1" (40x25mm) box section frame for glazing 3/8"x3/8" (10x10mm) using 16 SWG sheet 'U' shaped rubber supported with 1"x1/8" (25x3mm) M.S. flat for fixing 3/16" (5 mm) thick glass panes M.S. box section ½"x½" (13x13mm) of 16 SWG for fixing 24 SWG wire gauze on outer side by means of ¾"x1/8" (20x3mm) M.S. flat and screws including grill of M.S. flat ½"x1/8" (13x3mm) or ¼"x¼" (6x6mm) square bar with independent frame of ½"x½" (13x13mm) box section of 16 SWG i/c all C.P. fitting and painting 3 coats complete in all respect W1 W2 W3 W4 W5 CW1

1 1 1 1 1 1

x1 x1 x1 x1 x1 x3

x5-1/2 x6 x4-1/2 x4 x3 x2

x7-1/2 x6 x6 x6 x5 x3-1/2 Total

= = = = = = =

41 36 27 24 15 21 164

Sft. Sft. Sft. Sft. Sft. Sft. Sft. @Rs.340.90/Sft

Rs. 55908/-

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

x2

x10

x12

1

x1

x11

x13

1

x1

x7

x9-1/4

1

x1

x18

x5-1/8

1

x1

x9-1/4

x12

1

x2

x3

x5

1

x1

x5-1/4

x5-5/8

1

x1

x5-1/4

x5-1/4

1

x1

x7-7/8

x5-1/4 Total

= = = = = = = = = =

240 Cft. 143 Cft. 65 Cft. 92 Cft. 111 Cft. 30 Cft. 30 Cft. 28 Cft. 41 Cft. 780 [email protected]%Sft Rs. 9884/-

16 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:Din/beds Kit Box Bed Bath Dress Draw Loung

2 1 1 1 1 2 1 1 1

x2 x2 x2 x2 x2 x2 x2 x2 x2

x(10 x(11 x(7 x(18 x(9-1/4 x(3 x(5-1/4 x(5-1/4 x(7-7/8

+12 ) +13 ) +9-1/4) +5-1/8) +12 ) +5 ) +5-5/8) +5-1/4) +5-1/4) Total

17 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. 1 x1 x3 1 x1 x3-1/2 1 x1 x4-1/2 1 x1 x3 1 x3 x2-1/2 CY door 1 x1 x4

x10-1/2 x10-1/2 x10-1/2 x10-1/2 x10-1/2 x6 x10-1/2 x10-1/2 x10-1/2

= = = = = = = = =

924 504 341 486 446 192 228 221 276 3618

= = = = = = =

5 5 38 21 53 28

= = = =

74 63 137 10

=

x1-1/2 x1-1/2 x8-1/2 x7 x7 x7

Sft. Sft. Sft. Sft. Sft. 3618Cft-Marked=A Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 35847/-

Sft. Sft. Sft. Sft. Sft. Sft.

Total 150 Sft. @Rs.436.40/Sft Rs. 65460/18 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/c Providing and fixing mild steel chowkat of doors, windows, C.window, etc. including holdfast, making and threading holes 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)

D2

1 1

x3 x3

x3-1/2 x3

18-i P/F iron sliding bolts to doors 12" long

x7 x7 Total x1

x8

Sft. Sft. Sft. @Rs.431.75/Sft Rs. 59150/No @Rs.124.65/E Rs. 1247/-

19 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 wire gauze fixed in position:1 x1 x4-1/2 1 x1 x3-1/2 1 x1 x3

x8-1/2 x8-1/2 x8-1/2 Total

= = = =

38 30 26 94

Sft. Sft. Sft. Sft. @Rs.458.40/Sft Rs. 43090/-

20 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 deodar wood frame 3"x1" (75mm x 25mm) including full hinges C.P. fittings with RCC (1:1½:3) shelves 1½" (40 mm) thick including 3 coats of painting. 1

x2

x5

x10

Total 21 Providing and fixing Vin board cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified, with handles hinges,screws etc., complete in all respects. 2' deep with out back. 1

x1

x10

x4-3/4

= =

=

Total = 22 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. Roof

1 1

x1 x1

1 1 1

x1 x1 x4

x28-3/4 x32-1/8 x3-1/2 x2-5/8 Total

100 Sft. 100 Sft. @Rs.290.70/Sft Rs. 29070/-

48 Sft. 48 Sft. @Rs.440.25/Sft Rs. 21132/-

= = =

924 Sft. 9 Sft. 933 Sft.

= = = =

28 145 16 189 744

Deduction.

x5-1/4 x5-1/4 x10-1/2 x5-1/4 x2-5/8 Khurra x2 x2 Total Net Qty 933 (-) 189 23 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) Purgola

Total. 24 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:iii- 4" dia. 4 x ( 13 )

Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 29639/-

= =

4 No. @Rs.281.80/Each Rs. 1127/-

=

52 Rft @Rs.222.20/Each Rs. 11554/-

=

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

4 No.

25 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure. 27 Painting new surface:- Preparing surface and painting of doors and windows any type (including edges):3 coats. Take

Double of It.No.18 Take Double of It.No.17 Doors

137

x2

150

x2 Total

=

274 Sft.

= =

574 [email protected]%Sft Rs. 5850/-

300 Sft.

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

Take Double of It.No.19 Doors

94

=

x2

188 Sft.

Total = 188 [email protected]%Sft Rs. 1186/28 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

Doors Step Ent Ver

1

x2

x10

x12

1

x1

x11

x13

1

x1

x7

x9-1/4

1

x1

x18

x5-1/8

1

x1

x9-1/4

x12

1

x2

x3

x5

1

x1

x5-1/4

x5-5/8

1

x1

x5-1/4

x5-1/4

1 1 1 1 1 1

x1 x1 x3 x1 x1 x1

x7-7/8 x4-1/2 x3 x16 x3-1/2 x16-7/8

x5-1/4 x 3/4 x 3/4 x3 x3 x 3/4 Total

= = = = = = = = = = = = = =

240 Sft. 143 Sft. 65 Sft. 92 Sft. 111 Sft. 30 Sft. 30 Sft. 28 Sft. 41 3 7 48 11 13 862

Sft. Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 45998/-

= = = = = = =

22 24 16 23 111 11 13 220

Sft. Sft. Sft. Sft. Sft. Sft. Sft. [email protected]%Sft Rs. 12322/-

= = = = =

127 88 102 3 8 328

Sft Sft Sft Sft Sft [email protected]%Cft Rs. 9803/-

=

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

x2 x2 x2 x2 x2 x2 x2

x10 x11 x7 x18 x9-1/4 x5-1/4 x7-7/8

29 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. PP 1 x1 x42-1/4 1 x1 x29-1/5 1 x1 x34 1 x1 x4-1/2 1 x3 x3-1/2

x12 x13 x9-1/4 x5-1/8 x12 x5-1/4 x5-1/4 Total

x3 x3 x3 x 3/4 x 3/4 Total

x x x x x x x

1/2 1/2 1/2 1/2 1/2 1/2 1/2

=

=

30 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.28 Take 70% Qty of It.No.29

862 328

x 70% x 70% Total

= = =

603 Rft 230 Rft 833 Rft @ 5.30/Rft

x5 x5-5/8 Total

= =

30 Sft. 30 Sft. 60 Sft @Rs.7397.00%Sft Rs. 4438/-

= =

192 Sft 131 Sft 323 [email protected]%Sft Rs. 25839/-

3618 Sft.

Total

= =

x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x1-1/8 x1-1/8 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 x 3/4 Total

= = = = = = = = = = = = = = = = = = = =

Rs.4415/-

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

1 1

x2 x1

x3 x5-1/4

=

31-i P/L dado of approved coloured glazed tiles 1/4" thick over 3/4" thick c/s (1:3) plaster complete. x(3 +5 ) x(5-1/4 +5-5/8) Total 32 Distempering 3 coats on new surface. bath

2 1

x2 x2

Take Qty item No.16 A (Plaster)

x6 x6

=

3618 Sft @Rs.254.00%Sft Rs. 9190/-

33 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. D.P.C

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x2 x2 x1 x1 x1 x1 x1 x2 x2 x1 x2 x1 x1 x1 x1 x1 x1 x1 x1

x8-1/8 x10 x11 x5-1/4 x7 x6-3/4 x4-1/2 x3 x3-3/4 x3-1/2 x36-1/4 x33-5/8 x1-1/2 x25-1/8 x12-1/4 x10 x11-1/8 x6-3/8 x18

18 15 8 4 5 5 3 5 6 3 82 38 1 19 9 8 8 5 14 256

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft @Rs.1257.60%Sft Rs. 3219/-

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

x2 x2

x39 x16 x45-1/2 x16 Total

= = =

1248 Sft. 1456 Sft. 2704 Sft @Rs.1279.00%Sft Rs. 34584/Total

Rs. 1206924/-

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT Electric Installation Portion

1 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 23

5

115.0 m @ 77.25/m

Rs.8884/-

345 m @ 27.00/m

Rs.9315/-

2 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- 7/0.029" 3 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") = Total

150 Rft 100 Rft @ 28.10/Rft

Rs.2810/-

4 Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet top, for recessed wiring, including making holes for regulators, switches, plugs, etc. i) 10 x 10 cm (4"x4") 10 No 10 No @ 93.10/Each

Total

Rs.931/-

ii) 17.5 x 10 cm (7"x4") Total

9 No 9 No @ 129.70/Each

Rs.1167/-

Total

4 No 4 No @ 243.80/Each

Rs.975/-

=

8 No @ 479.80/Each

Rs.3838/-

=

5 No @ 21.30/Each

Rs.107/-

=

1 No @ 1600/Each

Rs.1600/-

=

3 No @ 361.05/Each

Rs.1083/-

=

5 No @ 20.00/Each

Rs.100/-

iv) 20 x 25 cm (8"x10")

5 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. 6 Supply and Erection of button holder backlite large size. 7 P/Fixing of Exhaust fand 12"sweep double action plastic body made (GFC) etc complete in all respect as approved by the Engineer Incharge. 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete 9 Supply and erection of ceiling rose, bakelite.

10 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. =

4 No @ 1600.00/Each Rs.6400/-

=

5 No @ 61.90/Each

Rs.310/-

=

2 No @ 76.30/Each

Rs.153/-

=

4 No @ 136.10/Each

Rs.544/-

=

4 No @ 26.10/Each

Rs.104/-

=

1 No @ 1344.37/Each Rs.1344/-

=

1 No @ 2039.20/Each Rs.2039/-

11 Supply and Erection of 3 pin wall socket 5AMP

11-i Supply and erection of 3 pin 10/15 Amp. wall socket recessed type. 12 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. 13 Supply and erection of 3/8" (10 mm) dia M.S. bar fan hook,placed at the time of casting of slab. 14 Supply and erection of iron/aluminum clad, 500 volts main 38.1 When the base frame is already switches 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:- For with necessary flexible pipe and thimbles, etc. i) 30/35 AMP D.P 1 x(1 ) 15 Providing and fixing M.S. iron box for housing main switches, ditto made of 1.5 mm (1/16") thick M.S. sheet, with locking arrangement, including painting:-

24"x14"x6" 1 x(1 ) 16 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.

=

12 Rft

Total

12 Rft @ 212.95/Rft

Rs.2555/-

17 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. =

1 job

Total

1 Job@ 2932.35/Rft Total.

Sub Engineer, Sub Engineer, Sub Divisional Officer Provincial Buildings Sub Division-I

Say

Rs.2932/Rs. 47191/-

Rs. 47200/Executive Engineer Executive Engineer Executive Engineer Provincial Buildings Division

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT (Sanitary Installation Portion) 2 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed. =

2 No

@ 1302.10/Each

Rs.2604/-

=

2 No

@ 1302.10/Each

Rs.2604/-

=

2 No @ 314.00/Each Rs.628/-

=

3 No @ 174.80/Each Rs.524/-

=

6 No @ 300.80/Each Rs.1805/-

=

3 No @ 500.60/Each Rs.1502/-

=

2 No

=

2 No @ 351.20/Each Rs.702/-

=

5 No @ 428.00/Each Rs.2140/-

=

2 No @ 334.30/Each Rs.669/-

=

2 No @ 345.25/Each Rs.691/-

=

2 No @ 322.15/Each Rs.644/-

=

2 No @ 324.80/Each Rs.650/-

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

5 P/F shower rose 1/2"x4" 6 P/F C.P stop cock 1/2" dia

7 P/F C.P bib cock 1/2" dia

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

9 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 @ 2319.90/Each

Rs.4640/-

10 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) single way 11 Providing and fixing chromium plated tee stop cock 15mm (½").

12 Providing and fixing, floor trap of cast iron, including concrete chamber all round, and C.I. grating:i) 10x5 cm (4"x3") 13 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality.

14 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium plated brackets and railing. 15 Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

16 P/F C.I soil pipe with cement caulked joints. iii- 4" dia. 17 P/F cast iron specials such as tees bends etc complete cement caulked joints.

=

42 No @ 184.90/Rft Rs.7766/-

=

30 Kg @ 100.00/Kg Rs.3000/-

=

55 Rft @ 57.90/Rft Rs.3185/-

=

60 Rft @ 73.65/Rft Rs.4419/-

19 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 i- 1/2" dia. ii- 3/4" dia. 20 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. 6" dia

=

24 Rft @ 100.15/Rft Rs.2404/Total. Rs. 40577/Say

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

Rs. 40600/-

DETAILED ESTIMATE FOR CONSTRUCTION OF STAFF QUARTER 990 SFT (Sui Gas Portion) 1 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 i- 1/2" dia.

=

ii- 3/4" dia. iii- 1"" dia. 1 P/F sui gas lamp best quality

= =

70 Rft @ 57.90/Rft

Rs.4053/-

98 Rft @ 73.65/Rft Rs.7218/190 Rft @ 109.20/Rft Rs.20748/-

=

3 No @ 450.00/Each Rs.1350/-

=

3 No @ 5000.00/Each Rs.15000/-

=

1 No @ 2100.00/Each Rs.2100/-

= =

1 No @ 250.00/Each Rs.250/10 No @ 200.00/Each Rs.2000/-

3 P/F sui gas heater double burner Corona/Fire Sun made 3 P/F sui gas Chullah double burner best quality as approved directed by the Engineer Incharge.

i)

4 P/F handle valve best quality 1" dia 1/2" dia

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Total.

Rs. 52719/-

Say

Rs. 52700/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF GARAGES 5 NOS Sr. No.

(ABSTRACT OF COST) Description

Amount

1

Cost of Buildings Portion.

Rs.

993453.00

2

Cost of Electric Installation.

Rs.

14300.00

Total: -

Rs.

1007753.00

Say.

Rs. 1008000.00

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5 NO. Building Protion 1 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 Outer wall 1 1

x207-1/4 x3-1/4

inner walls 1 4

x15-1/2 x3-1/4 Toe wall1sides x2 x20-1/8 x1-1/2 F/B 1 x2 x93-1/8 x1-1/2 Total 2 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and Take plinth. Qty 3/16 of Item No.1 marked "A" 2626Cft

x 1/3

Total 3 Dry rammed brick or stone ballast 1 1/2"-2" guage. Take Qty 1/2 of Item No.1 marked "B" 339Cft

= = = = =

x3 x3 x1 x1

x 1/2

Total

x 3/4

= = = =

2021 605 60 279 2965

Cft Cft 2626Cft-Marked=A Cft Cft 339Cft-Marked=B Cft @Rs.2795.75%oCft Rs. 8289/-

657 Cft. 657 [email protected]%Cft Rs. 38964/-

170 Cft. 170 [email protected]%Cft Rs. 3669/-

4 Pacca brick work with cement sand mortar in foundation and plinth.i) Ratio 1:6 Outer walls 1 x1

x207-1/4 x2-1/4

1 x1 1 x1 1 x1 1 x1 Inner walls 1 x4 1 x4 1 x4 1 x4 1 x4 Appron1Toex2wall 1 x2

x207-1/4 x1-7/8 x207-1/4 x1-1/2 x207-1/4 x1-1/8 x207-1/4 x 3/4

x16-1/2 x16-7/8 x17-1/4 x17-5/8 x18 x20-1/8 x93-1/8

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4 x 3/4 Total.

x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x2-1/4 x2-1/4

= = = = = = = = = = = = =

117 97 78 58 738 37 32 26 20 257 68 314 1842

Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. Cft. [email protected]%Cft Rs. 163630/-

5 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. Outer walls 1 x2

1

= = =

311 Sft. 54 Sft. 365 Sft.

= = =

36 Sft. 36 Sft. 329 Sft. @Rs.2810.60%Sft Rs. 9247/-

= =

233 Sft. 233 Sft. @Rs.2050.50%Sft Rs. 4778/-

= =

1978 Cft 1978 [email protected]%oCft Rs. 2663/-

x3-1/4 x2-3/8 x2-3/8

= = = = =

4954 215 995 1210 -768

x 1/3 x 1/3 x 1/3

= = =

510 30 140 680

x207-1/4 x 3/4

x4

x18

x 3/4 Total.(A)

D/D openings D 1 x4

x12

x 3/4 Total.(B) Net Total (A-B)

6 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick. 1 x1 x207-1/4 x1-1/8 Total 7 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of 2965 It.No.1

x 2/3 Total.

7-i Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles. 1 x5 Appron1Toex2wall 1 x2

x17 x18 x20-1/8 x2-1/4 x93-1/8 x2-1/4 Total Net Qty. 1210.0 ( - ) 1978 8 Supply and filling of sand under floor or plugging in wells. 1 x5 Appron1Toex2wall 1 x2

x17 x18 x20-1/8 x2-1/4 x93-1/8 x2-1/4 Total

=

Cft. Cft. Cft. Cft [email protected]%oCft Rs. 0/-

Cft. Cft. Cft. Cft @Rs.947.80%Cft Rs. 6445/-

9 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. 9

= =

680 Total

680 Cft 680 [email protected]%Cft Rs. 15809/-

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

1

x1 x2

x207-1/4 x 3/4

x18

x 3/4 Total.

x11 x11

= = =

1710 Cft. 297 Cft. 2007 Cft.

Deduction.

x12 x 3/4 x11 = 495 Cft. x13-1/2 x 3/4 x1 = 51 Cft. 51Cft-Marked=A Total Ded. = 546 Cft. Net Qty. 2007 (-) 546 = 1461 [email protected]%Cft Rs. 138888/11 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) 1 x5 Lintels D1 1 x5 D

Lintel s

Take Qty item No. 10

Roof slab

Pardi

1 1 1

= x1 x2 x2

x85-5/8 x19-1/2 x89-5/8 x4 x23-1/2 x4 Total

x 5/12 x 1/3 x 1/3

= = = =

51 Cft. 696 239 62 1048

Cft. Cft. Cft. Cft. @Rs.201.95/Cft Rs. 211644/-

12 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):- bdeformad bars Take Qty 6.75Lbs/cft of Item No.14

=

1048 x6.75 x0.454 13 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio. 1

x5

x17

= =

x18 Total

3212 Kg

@Rs.8973.05%Kg

Rs. 288214/-

1530 Cft. 1530 Sft. @Rs.1169.70%Sft Rs. 17896/-

14 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:+18 ) x10-1/2 = 3675 Sft. 3675Cft-Marked=A Total = 3675 Sft. @Rs.990.80%Sft Rs. 36412/15 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" (37 mm) dia, springs 2' (600 mm) centre to centre, rollers, 24 SWG G.I. covering 1 ft. x 1 ft. (300x300 mm), handles, holdfast, and painting three coats, complete in all respects. 5

x2

x(17

1

x5

x12

x11

Total 16 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. Roof

1

= =

660 Sft. 660 Sft. @Rs.187.80/Sft Rs. 123948/-

x1

x89-1/8 x23 Total

= =

2050 Sft. 2050 Sft.

x4

x2

= =

16 Sft. 16 Sft. 2034 Sft. @Rs.3983.80%Sft Rs. 81030/-

Deduction. Khurra 1

Net Qty 2050 (-) 17 Khuras on roof 2'x2'x6" (600 x 600 x 150 mm)

x2 Total 16

Total. 24 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:Rain water down pipes iii- 4" dia. 4 x ( 13 ) 25 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure.

= =

4 No. @Rs.281.80/Each Rs. 1127/-

=

52 Rft @Rs.222.20/Each Rs. 11554/-

=

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

4 No.

26 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. Floor

1 x5 Appron1Toex2wall 1 x2

x17 x18 x20-1/8 x3 x93-1/8 x3 Total 27 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

2210

x 70% Total

= = = =

1530 121 559 2210

Sft Sft Sft Sft

= =

1547 Rft 1547 Rft @ 5.30/Rft

@Rs.2988.60%Cft

Rs. 66048/-

Rs.8199/-

28 Distempering 3 coats on new

Take Qty item No.1 4(Pla ster) Total

= =

3675 Sft. 3675 Sft @Rs.254.00%Sft Rs. 9335/-

29 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. Outer walls 1 x1

1

x4

x207-1/4 x 3/4

x18

x 3/4 Total

= = =

155 Sft. 54 Sft. 209 Sft

@Rs.1257.60%Sft

Rs. 2628/-

@Rs.1257.60%Sft

Rs. 28724/-

Total

Rs. 993453/-

30 cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks. Outer walls 1 x2

D/D

1

x2

1

x5

x85-5/8 x14 x19-1/2 x14 Total(A) x12 x11 Total(B)

Net Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

= = = = = =

2398 546 2944 660 660 2284

Sft. Sft. Sft Sft. Sft Sft

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF GARAGES 5NOS Electric Installation Portion

1 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 5

8

40.0 m @ 77.25/m

Rs.3090/-

40.0 m @ 27.00/m

Rs.1080/-

2 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) i- 250/440 volts, PVC insulated: 3/0.029" 2

5

8

3 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") = Total

90 Rft 90 Rft @ 28.10/Rft

Rs.2529/-

4 Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet top, for recessed wiring, including making holes for regulators, switches, plugs, etc. i) 10 x 10 cm (4"x4") Total

5 No 5 No @ 93.10/Each

Rs.466/-

Total

5 No 5 No @ 129.70/Each

Rs.649/-

ii) 17.5 x 10 cm (7"x4")

5 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. =

5 No @ 479.80/Each

Rs.2399/-

=

5 No @ 21.30/Each

Rs.107/-

=

3 No @ 361.05/Each

Rs.1083/-

=

5 No @ 20.00/Each

Rs.100/-

=

10 No @ 20.80/Each

Rs.208/-

=

12 Rft

6 Supply and Erection of button holder backlite large size. 8 S/E of wall type pole type bracket with double cover water tight flexible wire and brass holder complete

9 Supply and erection of ceiling rose, bakelite. 9 S/E of switch 5 Amp Piano type. 16 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. Total

12 Rft @ 212.95/Rft Total. Say

Sub

Sub

Rs.2555/Rs. 14266/-

Rs. 14300/Executive Engineer

Executive Engineer Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA CONSTRUCTION OF CHOWKIDAR HUT Sr. No.

(ABSTRACT OF COST) Description

Amount

1

Cost of Buildings Portion.

Rs.

153000.00

2

Cost of Electric Installation.

Rs.

5100.00

Total: -

Rs.

158100.00

Say.

Rs.

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

158000.00

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT. Building Protion 1 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 Outer wall 1

1 Toe wall sides 1 x1

x3-1/4 x1-1/2 Total

x43 x70

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

Take Qty 3/16 of Item No.1 marked "A" 419Cft

= = =

x3 x1

x 1/3

Total

x 3/4

= =

419 Cft A 105 Cft B 524 Cft @Rs.2795.75%oCft Rs. 1465/-

105 Cft. 105 [email protected]%Cft Rs. 6227/-

3 Dry rammed brick or stone ballast 1 1/2"-2" guage. Take Qty 1/2 of Item No.1 marked "B" 105Cft

x 1/2

Total

= =

53 Cft. 53 [email protected]%Cft Rs. 1144/-

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

x1 1 x1 1 x1 1 x1 1 x1 Appron Toe1 wall x1

Total.

= = = = = = =

x 3/4 Total.(A)

= =

x2-1/4 x1-7/8 x1-1/2 x1-1/8 x 3/4 x 3/4

x43 x43 x43 x43 x43 x70

x 1/4 x 1/4 x 1/4 x 1/4 x4-3/4 x2-1/4

24 20 16 12 153 118

Cft. Cft. Cft. Cft. Cft. Cft.

343 [email protected]%Cft Rs. 30470/-

5 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) 11/2" thick. Outer walls 1

x2

x43

65 Sft. 65 Sft.

D/D openings D 1 x1

x3

= = =

63 Sft. @Rs.2810.60%Sft Rs. 1771/-

Total

= =

48 Sft. @Rs.2050.50%Sft Rs. 984/-

Total.

= =

x 3/4 Total.(B)

Net Total (A-B) 6 Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge: ii) 1:3 a) 3/4" thick. 1

x1

x43

x1-1/8

2 Sft. 2 Sft.

48 Sft.

7 Filling, watering, ramming, earth under floor with i) with surplus earth from foundation, etc. Take 2/3 of It.No.1 524

x 2/3

350 Cft 350 [email protected]%oCft Rs. 471/-

7-i Filling, watering, ramming, earth under floor with ii) New earth excavated from out side lead up to 3 miles. 1 x1 Appron Toe1 wall x1

x10 x70

Net Qty. 374.0 (-) 8 Supply and filling of sand under floor or plugging in wells. 1 x1 Appron Toe1 wall x1

x10 x70

x10 x2-1/4 Total

x3-1/4 x2-3/8

350

x10 x2-1/4 Total

x 1/3 x 1/3

= = = =

= = =

325 Cft. 374 Cft. 374 Cft 24 [email protected]%oCft Rs. 128/-

33 Cft. 53 Cft. 86 Cft @Rs.947.80%Cft Rs. 815/-

9 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.9

= =

86 Total

86 Cft 86 [email protected]%Cft Rs. 1999/-

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

x1

x43

x 3/4

x10

Total.

= =

323 Cft.

=

16 Cft.

323 Cft.

Deduction. D

1

x1

x3

x 3/4

x7

1 Lintels D1 1

1

x1 x1 x1

= = = = =

18 Cft. 1 Cft. 4 Cft.

5 Cft.

x15-1/2 x15-1/2 x 5/12 x15-1/2 x 1/3 x1

= = =

Total

=

100 Cft. 10 Cft. 115 Cft. @Rs.201.95/Cft Rs. 23224/-

x0.454

=

261 Kg @Rs.8973.05%Cft Rs. 23420/-

x10 Total

= =

100 Cft. 100 Sft. @Rs.1169.70%Sft Rs. 1170/-

+10 ) x10-1/2 Total

=

420 Sft. 420Cft-Marked=A 420 Sft. @Rs.990.80%Sft Rs. 4161/-

x6 x 3/4 x4-1/2 x 1/2 x7-1/2 x 3/4

x4 x 1/2 x 3/4

5Cft-Marked=A

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

Take Qty item No. 10 Roof slab Pardi

1 1

x1 x2

12 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):- bdeformad bars Take Qty 6.75Lbs/cft of Item No.14

115 x5.00 13 Cement plaster 3/8" (10 mm) thick under soffit of R.C.C.roof slabs , 1:2 ratio. 1

x1

x10

14 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:1

x2

x(10

=

16 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. Roof

1

x1

Total

= =

240 Sft. 240 Sft.

x2 Total

= =

4 Sft. 4 Sft. 236 Sft. @Rs.3983.80%Sft Rs. 9402/-

x15-1/2 x15-1/2

Deduction. Khurra

1

x1

x2

Net Qty 240 (-) 17 Khuras on roof 2'x2'x6" (600 x

4

Total.

= =

1 No. 1 No. @Rs.281.80/Each Rs. 282/-

28 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. Floor 1 x1 x10 x10 Appron Toe1 wall x1 x70 x3 Total 29 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

310

= =

=

100 Sft 210 Sft 310 Sft @Rs.2988.60%Cft Rs. 9265/-

x 60% Total

= =

186 Rft 186 Rft @ 5.30/Rft

Total

= =

420 Sft @Rs.254.00%Sft Rs. 1067/-

x 3/4 Total

= =

32 Sft. 32 Sft @Rs.1257.60%Sft Rs. 402/-

Rs.986/-

30 Distempering 3 coats on new surface.

Take Qty item No.14(Pl aster)

420 Sft.

31 1/2" thick c/s (1:3) plaster and polythene sheet 500 gauge under bearing of RCC slab. Outer walls 1

x1

x43

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

1 D/D

Net Total

1 1

x2 x2 x1 x1

x11-1/2 x14 x11-1/2 x14

x3 x6

Total(A) x7 x4 Total(B)

= = = = = = =

322 322 644 21 24 45 599

Sft. Sft. Sft Sft. Sft. Sft Sft @Rs.1257.60%Sft Rs. 7533/Total

Rs. 153384/-

Say

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 153000/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR CONSTRUCTION OF CHOWKIDAR HUT Electric Installation Portion

1 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 1

8.5344

5.0 m @ 77.25/m

Rs.386/-

9.0 m @ 27.00/m

Rs.243/-

2 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) i- 250/440 volts, PVC insulated: 3/0.029" 2

1

8.5344

3 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") = Total

100 Rft 100 Rft @ 28.10/Rft

Rs.2810/-

4 Supply and erection of M.S. sheet box of 16 SWG, 10 cm (4") deep, with 4.75 mm thick (3/16") bakelite sheet top, for recessed wiring, including making holes for regulators, switches, plugs, etc. i) 10 x 10 cm (4"x4") Total

1 No 1 No @ 93.10/Each

Rs.93/-

Total

1 No 1 No @ 129.70/Each

Rs.130/-

ii) 17.5 x 10 cm (7"x4")

5 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. =

2 No @ 479.80/Each

Rs.960/-

=

1 No @ 21.30/Each

Rs.21/-

=

1 No @ 361.05/Each

Rs.361/-

=

2 No @ 20.00/Each

Rs.40/-

=

3 No @ 20.80/Each

Rs.62/-

6 Supply and Erection of button holder backlite large size.

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

9 Supply and erection of ceiling rose, bakelite. 9 S/E of switch 5 Amp Piano type.

Total. Say

Sub

Sub

Rs. 5106/Rs. 5100/Executive Engineer

Executive Engineer Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

RENNOVATION/IMPROVEMENT OF LIBRARY AT IN SERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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. x35 = 1050 Sft x15-1/2 = 465 Sft x2 x(30 +15-1/2) x 1/3 = 30 Sft Total 1545 Sft @Rs.140.00/Sft Rs. 216300/2 P/L Gypsum board false ceiling 2'x2' size sheets using aluminum Tsection hold with wire 1/8" under R.C.C roof using "Rawal" plug etc complete as approved/Directed by the Engineer Incharge. 1 1 1

x1

1

x30 x30

1

1

x30

3 Preparing surface and painting with emulsion paint:- 2 coats after scraping ordinary distempter 1 x2 x(30

=

x35 Total

+35

=

) x10

Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

=

1050 Sft 1050 Sft. @Rs.75.00/Sft Rs. 78750/-

1300 Sft 1300 Sft

@Rs.690.10%Sft

Rs. 8971/-

Total Say

Rs. 304021/Rs. 304000/-

Executive Engineer Provincial Buildings Division Sargodha

(278.9+217.15)+194. 05=690.1

RENNOVATION/IMPROVEMENT OF HOSTEL NO.1 AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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

D2 D3 D8

1 1 1

x2 x18 x18

x4 x3-1/2 x3

x7 x7 x7

Total

= = = =

56 441 378 875

Sft. Sft. Sft. Sft. @Rs.316.15/Sft Rs. 276631/-

2 P/F iron sliding bolts to doors 12" long

1

x38

=

38 No @Rs.124.65/E Rs. 4737/-

3 Preparing surface and painting to doors and windows any type 3 coats on new surface. 2 times Qty 2 item x875 No.1

Total

=

1750 Sft. 1750 Sft. @Rs.1019.20%Sft Rs. 17836/-

=

1782 Sft. 1782 Sft. @Rs.346.90%Sft Rs. 6182/-

=

4 Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface. W

18 x3

x6

x5-1/2

Total

=

5 Distemptering 1 coat on old surface. Ceilings

1 1 1 1 1 1 1

x18 x2 x2 x1 x1 x1 x1

x14-1/4 x27 x36 x14-1/4 x9-1/4 x24-1/4 x76

6 Distempering 2 coats on old surface i/c scraping ordinary distemper. Walls 18 x2 x(14-1/4 1 x2 x(27 1 x2 x(36 1 x2 x(14-1/4 1 x1 x(9-1/4 1 x2 x(24-1/4 1 x2 x76

x18-1/2 x19 x22-1/4 x19 x12-1/4 x17-1/2 x6 Total

= = = = = = = =

+18-1/2) x11

= = = = = = =

+19

) x11

+22-1/4) x11 +19

) x11

+12-1/4) x11 +17-1/2) x11

+6

) x11

4745 Sft. 1026 Sft. 271 113 424 456 7035

Sft.

12969 1012 1282 732 237 919 1804

Sft.

Sft. Sft. Sft. Sft. @Rs.114.60/%Sft Rs. 8062/-

Sft. Sft. Sft. Sft. Sft. Sft.

x2-1/2 = 180 Total = 19135 7 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. Din 1 x1 x22 x35 = 770 1 x1 x22 x9-1/3 = 205 1 x1 x19 x14 = 266 1 x1 x7 x6-3/4 = 47 Total. = 1288 8 Dismantling C conc plain (1:2:4)

1

x2

dismantling floor Lav 2 x5 bath 2 x3 Lav 2 x1 2 x1 dado 10 x2 6 x2 2 x2 2 x2 WC

x36

x3 x4 x24-1/4 x10-3/4 x(3 x(4

x4-1/2 x5 x7-1/3 x5-3/8 +4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total.

x x x x

1/8 1/8 1/8 1/8

x5

x 0.0417

x5

x 0.0417

x5

x 0.0417

x5

x 0.0417

= = = = = = = = =

17 15 44 4 31 23 26 13 173

Sft. Sft. @Rs.153.60%Sft Rs. 29391/-

Sft Sft Sft Sft Sft @Rs.140.00/Sft Rs. 180320/-

Cft Cft Cft Cft Cft Cft Cft Cft Cft

@Rs.2845.90%Cft

Rs. 4923/-

9 Dismantling mud conc dismantling floor Lav x4-1/2 x 1/3 = 45 x5 x 1/3 = 40 Lav x7-1/3 x 1/3 = 117 x5-3/8 x 1/3 = 11 Total. = 213 10 C cocn plain (1:2:4) i/c placing mixing finishing curing etc complete. WC

bath

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

x4-1/2x x5 x Lav x7-1/3x x5-3/8x Total. 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.4" dia WC

bath

0.0833 0.0833 0.0833 0.0833

Cft Cft Cft Cft Cft @Rs.517.45%Cft Rs. 1102/-

= = = = =

11 10 30 3 54

=

10 No @ 1302.10/Each Rs.13021/-

=

10 No @ 936.00/Each Rs.9360/-

=

3 No @ 314.00/Each Rs.942/-

Cft Cft Cft Cft Cft

@Rs.12806.65%Cft

Rs. 6916/-

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

13 P/F shower rose 1/2"x4"

14 P/F C.P stop cock 1/2" dia

=

6 No @ 174.80/Each Rs.1049/-

=

6 No @ 300.80/Each Rs.1805/-

=

3 No @ 500.60/Each Rs.1502/-

=

8 No @ 2319.90/Each Rs.18559/-

=

2 No @ 604.75/Each Rs.1210/-

=

26 No @ 428.00/Each Rs.11128/-

15 P/F C.P bib cock 1/2" dia

16 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete. 17 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 18 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way

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

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

2 No @ 334.30/Each Rs.669/-

=

8 No @ 345.25/Each Rs.2762/-

=

8 No @ 322.15/Each Rs.2577/-

=

8 No @ 324.80/Each Rs.2598/-

21 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality. 22 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium 23 Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

24 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:-

iii- 4" dia. iii- 6" dia. 25 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure.

= =

280 Rft @ 222.20/Rft 24 Rft @ 477.80/Rft

Rs.62216/Rs.11467/-

=

25 No @ 315.70/E

Rs.7893/-

=

25 No @ 957.10/E

Rs.23928/-

26 Providing and installing P.V.C. tees, of B.S.S. class "D" working pressure. 27 Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipes or conduit wiring, etc. of all sizes including making good damaged surface (building portion):i- 1/2" dia.

=

120 Rft @ 8.00/Rft

Rs.960/-

ii- 3/4" dia. ii- 1" dia. 28 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 i- 1/2" dia.

= =

150 Rft @ 8.00/Rft 150 Rft @ 8.00/Rft

Rs.1200/Rs.1200/-

=

100 Rft @ 57.90/Rft

Rs.5790/-

ii- 3/4" dia. ii- 1" dia. 29 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"

= =

130 Rft @ 73.65/Rft 130 Rft @ 109.20/Rft

Rs.9575/Rs.14196/-

= 50 Rft @ 100.15/Rft 30 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 x4-1/2 x 1/3 = 45 bath x5 x 1/3 = 40 Lav x7-1/3 x 1/3 = 117 x5-3/8 x 1/3 = 11 Total = 213 31 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement, sand mortar 3/4"(20mm) thick, including finishing. WC

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

dado

10 6 2 2

x2 x2 x2 x2

x(3 x(4

+4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total.

x5 x5 x5 x5

= = = = =

750 540 632 323 2245

Rs.5008/-

Cft Cft Cft Cft Sft @Rs.7397.00%Sft Rs. 15756/-

Sft Sft Sft Sft Sft @Rs.7999.80%Sft Rs. 179596/-

32 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x1

x11 x13-1/2 x73 x23 x10 x7-1/4 x6-1/2 x9-3/4 x28 x8 x59 x19 x49 x50-3/4 x13

= = = = = = = = = = = = = = = =

1

x1

x10

=

x24 x24 x24 Side x24 x24 x24 x24 x24 Back x24 x24 x24 x24 Din x13 x13 x13 Total 33 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. Front

x8-1/2 Total 34 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:- 4" dia 1 x5 x30 1 x2 x13 1 x17 x13 Total.

=

= = = =

264 324 1752 552 240 174 156 234 672 192 1416 456 1274 660 169 8535

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.1097.05%Sft Rs. 93633/-

85 Sft 85 Sft @Rs.865.45/Sft Rs. 73563/-

150 26 221 397

Rft Rft Rft Rft @Rs.222.20/Rft Rs. 88213/-

Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

Rs. 1197476/-

RENNOVATION/IMPROVEMENT OF HOSTEL NO.2 AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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 D2 D3 D8

1 1 1

x2 x18 x18

x4 x3-1/2 x3

x7 x7 x7

Total 2 P/F iron sliding bolts to doors 12" long 1

x38

3 Preparing surface and painting to doors and windows any type 3 coats on new surface. 2 times Qty 2itemx875 No.1 Total

= = = = =

56 441 378 875

Sft. Sft. Sft. Sft. @Rs.316.15/Sft Rs. 276631/-

38 No @Rs.124.65/E

Rs. 4737/-

=

1750 Sft. 1750 Sft. @Rs.1019.20%Sft Rs. 17836/-

=

1782 Sft. 1782 Sft. @Rs.346.90%Sft Rs. 6182/-

=

4 Preparing surface and painting to sashes fan lights glazed or gauzed doors and windows 2 coats on old surface. W

18 x3

x6

x5-1/2

Total

=

5 Distemptering 1 coat on old surface. Ceilings

1 1 1 1 1 1 1

x18

x2 x2 x1 x1 x1 x1

x14-1/4 x27 x36 x14-1/4 x9-1/4 x24-1/4 x76

6 Distempering 2 coats on old surface i/c scraping ordinary distemper. Walls 18 x2 x(14-1/4 1 x2 x(27 1 x2 x(36 1 x2 x(14-1/4 1 x1 x(9-1/4

x18-1/2 x19 x22-1/4 x19 x12-1/4 x17-1/2 x6 Total

= = = = = = = =

+18-1/2) x11

= = = = =

+19

) x11

+22-1/4) x11 +19

) x11

+12-1/4) x11

4745 Sft. 1026 Sft. 271 113 424 456 7035

Sft.

12969 1012 1282 732 237

Sft.

Sft. Sft. Sft. Sft. @Rs.114.60/%Sft Rs. 8062/-

Sft. Sft. Sft. Sft.

= 919 ) x11 = 1804 x2-1/2 = 180 Total = 19135 7 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. 1 1 1

x2 x2 x2

x(24-1/4 +17-1/2) x11

Sft.

x76 x36

Sft.

1 1 1 1

x1 x1 x1 x1

x22 x22 x19 x7

+6

Sft. Sft. @Rs.153.60%Sft Rs. 29391/-

= = = = =

770 205 266 47 1288

= = = = = = = = =

17 15 44 4 31 23 26 13 173

Cft Cft Cft Cft Cft Cft Cft Cft Cft @Rs.2845.90%Cft Rs. 4923/-

x4-1/2 x 1/3 = bath x5 x 1/3 = Lav x7-1/3 x 1/3 = x5-3/8 x 1/3 = Total. = 10 C cocn plain (1:2:4) i/c placing mixing finishing curing etc complete.

45 40 117 11 213

Cft Cft Cft Cft Cft @Rs.517.45%Cft Rs. 1102/-

= = = = =

11 10 30 3 54

Cft Cft Cft Cft Cft @Rs.12806.65%Cft Rs. 6916/-

=

10 No @ 1302.10/Each Rs.13021/-

x35 x9-1/3 x14 x6-3/4 Total. 8 Dismantling C conc plain (1:2:4) Din

Sft Sft Sft Sft Sft @Rs.140.00/Sft Rs. 180320/-

dismantling floor Lav WC bath Lav

dado

2 2 2 2 10 6 2 2

x5 x3 x1 x1 x2 x2 x2 x2

x3 x4 x24-1/4 x10-3/4 x(3 x(4

x4-1/2 x5 x7-1/3 x5-3/8 +4-1/2) +5 ) x(24-1/4 +7-1/3) x(10-3/4 +5-3/8) Total.

x x x x

1/8 1/8 1/8 1/8

x5

x 0.0417

x5

x 0.0417

x5

x 0.0417

x5

x 0.0417

9 Dismantling mud conc dismantling floor Lav WC

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

x4-1/2x bath x5 x Lav x7-1/3x x5-3/8x Total. 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.4" dia WC

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

0.0833 0.0833 0.0833 0.0833

=

10 No @ 1302.10/Each Rs.13021/-

13 P/F shower rose 1/2"x4" =

3 No @ 314.00/Each Rs.942/-

=

6 No @ 174.80/Each Rs.1049/-

=

6 No @ 300.80/Each Rs.1805/-

=

3 No @ 500.60/Each Rs.1502/-

=

8 No @ 2319.90/Each Rs.18559/-

=

2 No @ 604.75/Each Rs.1210/-

=

26 No @ 428.00/Each Rs.11128/-

14 P/F C.P stop cock 1/2" dia

15 P/F C.P bib cock 1/2" dia

16 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete. 17 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 18 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way

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

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

2 No @ 334.30/Each Rs.669/-

=

8 No @ 345.25/Each Rs.2762/-

=

8 No @ 322.15/Each Rs.2577/-

=

8 No @ 324.80/Each Rs.2598/-

21 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality. 22 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium 23 Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

24 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:iii- 4" dia. iii- 6" dia. 25 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure.

= =

280 Rft @ 222.20/Rft 24 Rft @ 477.80/Rft

Rs.62216/Rs.11467/-

=

25 No @ 315.70/E

Rs.7893/-

= 27 Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipes or conduit wiring, etc. of all sizes including making good damaged surface (building portion):-

25 No @ 957.10/E

Rs.23928/-

26 Providing and installing P.V.C. tees, of B.S.S. class "D" working pressure.

i- 1/2" dia.

=

120 Rft @ 8.00/Rft

Rs.960/-

ii- 3/4" dia. ii- 1" dia. 28 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 i- 1/2" dia.

= =

150 Rft @ 8.00/Rft 150 Rft @ 8.00/Rft

Rs.1200/Rs.1200/-

=

100 Rft @ 57.90/Rft

Rs.5790/-

ii- 3/4" dia. ii- 1" dia. 29 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

= =

130 Rft @ 73.65/Rft 130 Rft @ 109.20/Rft

Rs.9575/Rs.14196/-

= 50 Rft @ 100.15/Rft 30 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 WC bath Lav

2 2 2 2

x5 x3 x1 x1

x3 x4 x24-1/4 x10-3/4

x4-1/2 x5 x7-1/3 x5-3/8 Total

x x x x

1/3 1/3 1/3 1/3

= = = = =

45 40 117 11 213

Rs.5008/-

Cft Cft Cft Cft Sft @Rs.7397.00%Sft Rs. 15756/-

31 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement, sand mortar 3/4"(20mm) thick, including finishing. +4-1/2) x5 = 750 +5 ) x5 = 540 x(24-1/4 +7-1/3) x5 = 632 x(10-3/4 +5-3/8) x5 = 323 Total. = 2245 32 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 dado

10 6 2 2

x2 x2 x2 x2

x(3 x(4

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x2 x1 x1

x11 x13-1/2 x73 x23 x10 x7-1/4 x6-1/2 x9-3/4 x28 x8 x59 x19 x49 x50-3/4 x13

= = = = = = = = = = = = = = = =

1

x1

x10

=

x24 x24 x24 Side x24 x24 x24 x24 x24 Back x24 x24 x24 x24 Din x13 x13 x13 Total 33 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. Front

x8-1/2 Total 34 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' Class working pressure complete in all respects:- 4" dia 1 x5 x30 1 x2 x13 1 x17 x13 Total.

=

= = = =

264 324 1752 552 240 174 156 234 672 192 1416 456 1274 660 169 8535

Sft Sft Sft Sft Sft @Rs.7999.80%Sft Rs. 179596/-

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.1097.05%Sft Rs. 93633/-

85 Sft 85 Sft @Rs.865.45/Sft Rs. 73563/-

150 26 221 397

Rft Rft Rft Rft @Rs.222.20/Rft Rs. 88213/-

Total

Rs. 1201137/-

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

RENNOVATION/IMPROVEMENT OF HOSTEL NO.6 (Shaheen Hall) AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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 x3-3/4 x6-3/4 = 557 Sft Total = 557 Sft @Rs.347.50/Sft Rs. 193558/2 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) G.F+F.F rooms 2 x11

x2-1/2 x7 = 280 Sft x3 x7 = 42 Sft Total = 322 Sft @Rs.372.50/Sft Rs. 119945/3 Preparing surface and painting sashes, fan light,glazed or gauzed doors and windows etc. any type (including edges):3 coats on new surface. G.F+F.F rooms 1 x16

1

x2

2 times Qty item No.1

2 x557

2 times Qty item No.2

2 x322

= 1114 Sft. Total = 1114 Sft. @Rs.630.60/%Sft Rs. 7025/4 Preparing surface and painting to doors and windows any type 3 coats on new surface.

=

Total

=

644 Sft. 644 Sft. @Rs.1019.20%Sft Rs. 6564/-

5 Dismantling C conc plain (1:2:4) dismantling floor Lav Lav

Lav

10 6 1 12 3 10 6 1 12 3

x1 x1 x1 x1 x1 x2 x2 x2 x2 x2

x3 x4

x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4 x(3 +4-1/2) x7 x(4 +5 ) x7 x(24-1/4 +17-1/2) x7 x(4 +5 ) x7 x(15-1/2 +10-3/4) x7 Total.

x 1/8 x 1/8 x 1/8 x 1/8 x 1/8 0.083 0.083 0.083 0.083 0.083

= = = = = = = = = = =

17 15 53 30 62 87 63 49 125 92

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

593 Cft @Rs.2845.90%Cft Rs. 16876/-

6 Dismantling mud conc dismantling floor Lav Lav

10 6 1 12 3

x1 x1 x1 x1 x1

x3 x4

x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4

x x x x x

1/4 1/4 1/4 1/4 1/4

= = = = = =

Total. 7 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. Lav

10 6 1 12 3

x1 x1 x1 x1 x1

8 C cocn plain (1:2:4) complete. Lav 10 x1 6 x1 1 x1 12 x1 3 x1

x3 x4

x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4

x x x x x

1/4 1/4 1/4 1/4 1/4

= = = = = =

Total. i/c placing mixing finishing curing etc x3 x4

x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4

0.083 0.083 0.083 0.083 0.083

34 30 106 60 125

Cft Cft Cft Cft Cft

355 Cft @Rs.517.45%Cft Rs. 1837/-

34 30 106 60 125

Cft Cft Cft Cft Cft

355 Cft @Rs.2324.90%Cft Rs. 8253/-

= = = = = =

11 10 35 20 41

= = = = = =

135 120 424 240 500

= = = = =

1050 756 585 1512 1103 5006

Cft Cft Cft Cft Cft

Total. 117 Cft @Rs.12806.65%Cft Rs. 14984/9 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. Lav

10 6 1 12 3

x1 x1 x1 x1 x1

x3 x4

x4-1/2 x5 x24-1/4 x17-1/2 x4 x5 x15-1/2 x10-3/4

Sft Sft Sft Sft Sft

Total 1419 Sft @Rs.7397.00%Sft Rs. 104963/10 Coloured glazed tile dado (6"x6"¼") (6mm) thick in pigment over 1:2 cement, sand mortar 3/4"(20mm) thick, including finishing. Lav

10 6 1 12 3

x2 x2 x2 x2 x2

x(3 x(4

+4-1/2) x7 +5

) x7

x7 x(4 +5 ) x7 x(15-1/2 +10-3/4) x7 Total 11 Providing and fitting glazed earthen ware water closet orrisa pattern complete i/c cost of P trap glazed.4" dia x(24-1/4 +17-1/2)

=

=

Sft. Sft. Sft. Sft. Sft. Sft. @Rs.7999.80%Sft Rs. 400470/-

6 No @ 1302.10/Each Rs.7813/-

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

6 No @ 936.00/Each Rs.5616/-

=

3 No @ 314.00/Each Rs.942/-

=

6 No @ 174.80/Each Rs.1049/-

=

6 No @ 300.80/Each Rs.1805/-

=

3 No @ 500.60/Each Rs.1502/-

=

8 No @ 2319.90/Each Rs.18559/-

=

2 No @ 604.75/Each Rs.1210/-

=

26 No @ 428.00/Each Rs.11128/-

13 P/F shower rose 1/2"x4" 14 P/F C.P stop cock 1/2" dia

11 P/F C.P bib cock 1/2" dia

15 P/F gully trap i/c C conc cost of PVC grating 6"x6" and masonary chamber complete. 16 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 17 Providing and fitting, chromium plated or brass oxidised, swan neck cock 15 mm (½" dia. i) two way

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

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

2 No @ 334.30/Each Rs.669/-

=

8 No @ 345.25/Each Rs.2762/-

=

8 No @ 322.15/Each Rs.2577/-

=

8 No @ 324.80/Each Rs.2598/-

20 Providing and fixing looking glass 55x40 cm (22"x16") size, and 5 mm thick, first quality. 21 Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium 22 Providing and fitting:-i) chromium plated towel rail60 cm (24") long, and 2 cm (¾") dia.

23 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 1 1

x4 x11 x6 x20

=

x150

x35 x13 x13

Total

= = = =

600 385 78 260

Rft Rft Rft Rft

iii- 6" dia. 24 Providing and installing P.V.C. bends, of B.S.S. class "D" working pressure.

=

1323 Rft @ 222.20/Rft 150 Rft @ 477.80/Rft

Rs.293971/Rs.71670/-

=

40 No @ 315.70/E

Rs.12628/-

25 Providing and installing P.V.C. tees, of B.S.S. class "D" working pressure.

=

40 No @ 957.10/E

Rs.38284/-

26 Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipes or conduit wiring, etc. of all sizes including making good damaged surface (building portion):i- 1/2" dia.

=

120 Rft @ 8.00/Rft

Rs.960/-

ii- 3/4" dia. ii- 1" dia. 27 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 i- 1/2" dia.

= =

150 Rft @ 8.00/Rft 150 Rft @ 8.00/Rft

Rs.1200/Rs.1200/-

=

300 Rft @ 57.90/Rft

Rs.17370/-

ii- 3/4" dia. ii- 1" dia. 30 Distempering 2 coats on old surface i/c scraping ordinary distemper.

= =

250 Rft @ 73.65/Rft 130 Rft @ 109.20/Rft

Rs.18413/Rs.14196/-

22 2 2 2 Stair hall 1 1 walls

x2 x2 x2 x2 x2 x2

x(18-1/2 +16-3/4) x(118-1/4

+7-3/4)

x(61-1/2 +7-3/4) x(55

+7-3/4)

x(11

+25

)

x(46

+32

)

Total 31 P/F iron sliding bolsts 12"

x10-1/2 x10-1/2 x10-1/2 x10-1/2 x30 x13

= = = = = =

16286 5292 2909 2636 2160 2028 = 29283

= Total.

=

Sft. Sft. Sft. Sft. Sft. Sft. Sft. @Rs.153.60%Sft Rs. 44979/-

58 No 58 No @Rs.292.65/E

Rs. 16974/-

32 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

1

x1

x10

x8

=

1 1

x1 x1

x6 x3

x8-1/2 x8-1/2 Total

= = =

80 Sft 51 Sft 26 Sft 157 Sft @Rs.865.45/Sft Rs. 135876/-

33 Dismantling brick work in lime or cement mortar. hall F.F Parap and under the slab

1

x1

x28-3/4 x 3/4

x11

=

1 1 1 1

x1 x1 x1 x1

x80

x 3/4 x7-1/4 x 3/4 x62-3/4 x 3/4 x20 x 3/4 Total

x8-1/4 x8-1/4 x8-1/4 x8-1/4

= = = = =

237 Cft 495 45 388 124 1289

Cft Cft Cft Cft Cft @Rs.1099.55%Cft Rs. 14173/-

= 1405 = 2640 = 162 = 1701 = 221 = 1708 = 396 = 2415 = 10648

Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.219.90%Sft Rs. 23415/-

3/7 3/7 3/7 3/7 3/7 3/7

= = = = = = = =

Cft Cft Cft Cft Cft Cft Cft Cft @Rs.646.80%0Cft Rs. 2220/-

x 3/7

=

34 Dismantling brick or flagged flooring without concrete foundation. roof

1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1

x34

x41-1/3

x80

x33

x9

x18

x63

x27

x17

x13

x28

x61

x54

x7-1/3 x23 Total

x105

35 Rehandling of earthwork. Lead upto a single throw of kassi, phaorah or shovel roof

1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1

x34

x41-1/3 x 3/7

x80

x33

x9 x63 x17 x28 x54

x x18 x x27 x x13 x x61 x x7-1/3 x Total

36 Dismantling cement concrete reinforced, separating reinforcement from concrete, cleaning and straightening the roofsame. 1 x1 x80-3/4 x8

586 1100 68 709 92 712 165 3432

269 Cft

1 1

x1 x1

x63-1/2 x20-3/4 x 3/7 x105

x23

x 3/7

Total

= = =

549 Cft 1006 Cft 1824 Cft @Rs.4656.95%Cft Rs. 84943/-

37 1/2" c/s (1:3) plaster and polythene sheet 500 gauge (under bearing of R.C.C roof slab.)

= 91 x1-1/8 9 x63-1/2 x1-1/8 = 71 x20-3/4 x1-1/8 23 x105 x1-1/8 = 118 x23 x1-1/8 26 Total = 338 38 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:- (1:2:4) 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1

x80-3/4 x1-1/8

x8

Sft Sft Sft Sft Sft Sft Sft @Rs.1257.60%Sft Rs. 4251/-

x 3/7 = 269 Cft x63-1/2 x20-3/4 x 3/7 = 549 Cft x105 x23 x 3/7 = 1006 Cft hall beam x35 x1-1/2 x2-3/4 = 144 Cft Total = 1968 Cft @Rs.201.95/Cft Rs. 397438/39 Fabrication of M.S reinforcement i/c cutting bending binding lying in position D bars. slab

1 1 1 1

x1 x1 x1 x1

x80-3/4 x8

x6-3/4 x 4/9 = 6031 Kg Total = 6031 Kg @Rs.8973.05/%Kg Rs. 541165/40 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. 1968

Host No.62

2 4 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x5

x81 x155

x17-3/4 x41-3/4 x20 x11-1/4 x15-1/2 x17-3/4

x7 x7 x15-3/4 x32-1/2 x11-1/4 x10-1/4 x15-1/2 x15-3/4 Total

= = = = = = = = =

1134 2170 1118 1357 225 115 240 1398 7757

Sft.

= = = = = =

495 45 388 124 98 1150

Cft Cft Cft Cft Cft Cft @Rs.9882.55%Cft Rs. 113649/-

Sft. Sft. Sft. Sft. Sft. Sft. Sft. Sft. @Rs.2314.75%Sft Rs. 179555/-

41 Pacca brick work c/s (1:6) mortar F.F F.F Parap and under the slab

hall

1 1 1 1 1

x1 x1 x1 x1 x1

x 3/4 x7-1/4 x 3/4 x62-3/4 x 3/4 x20 x 3/4 x32-3/4 x1-1/2 Total x80

x8-1/4 x8-1/4 x8-1/4 x8-1/4 x2

42 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.

1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1

x34

x41-1/3

x80

x33

x9

x18

x63

x27

x17

x13

x28

x61

x54

x7-1/3

x105

x23

Total 43 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 1 1 side 1 1 1 1 1 1 1 side 1 1 1 1 F.F ver 1 Front

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x34-3/4 x30 x28

x30

x113

x25

x13

x25

x15

x25

x13

x25

x130-1/4 x25 x105

x25

x49

x25

x51-1/4 x25 x37-1/4 x25 x15

x25

x63

x17-1/4

x28-1/2 x17-1/4 x81-1/2 x17-1/4

Total

= 1405 = 2640 = 162 = 1701 = 221 = 1708 = 396 = 2415 = 10648

Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.3983.80%Sft Rs. 424195/-

= 1043 = 840 = 2825 = 325 = 375 = 325 = 3256 = 2625 = 1225 = 1281 = 931 = 375 = 1087 = 492 = 1406 = 18411

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

Total(A)

Sft @Rs.1097.05%Sft Rs. 201978/Rs. 3587408/-

D/D cost of old material Brick work serviceable bricks 60% Take Qty item No.13 1289 x13-1/2 x 3/5 Total Brick bats 40%

= =

10441 No. 10441 No @Rs.1200.00%0Nos Rs. 12529/-

Take Qty item No.13

1289

x 2/5

516 Cft 516 Cft @Rs.500.00%Cft Rs. 2580/-

= =

Total Floor Tiles Service able tiles 60% Take Qty item No.14 10648 x3-5/9 x 3/5 Total bats 40% Take Qty item No.14 10648 x 2/5 Total

= =

22680 No 22680 No

@Rs.1600.00%0Nos

Rs. 36288/-

= =

4259 Cft 4259 Cft @Rs.500.00%Cft Rs. 21295/-

= =

1242 Kg 1242 Kg @Rs.2600.00%Kg Rs. 32292/-

= =

40 No 40 No @Rs.600.00/No Rs. 24000/-

Rusted steel bars Take Qty item No.16 Take 1.5 lbs/Cft 1824 x1-1/2 x 4/9 Total Termite Killed doors Total

Total(B) Net Total (A-B)

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 128984/Rs. 3458424/-

Executive Engineer Provincial Buildings Division Sargodha

RENNOVATION/IMPROVEMENT OF MAIN OFFICE BUILDING AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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.

Front

side

side

1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x2 x1 x2 x1 x1 x2

1 1 1 1 1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1 x1

x21

x8

= = = = = = = = = =

168 974 x48 x8 384 x11 x15 165 x11 x15 330 x7 x15 105 Est x23 x22 1012 x15 x18 270 x22-1/2 x22-3/4 512 x14 x16-1/4 455 Total = 4375 20 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 Lobby

x121-3/4 x8

x23 x23

x13

x122

x13

x28 x23 x62 x83 x61 x12 x79 x32 x94

x13

x13

x13 x13 x13 x13 x13 x13 x13 x13

Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

= = = = = = = = = = = = =

299 299 1586 364 299 806 1079 793 156 1027 416 1222 8346

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft @Rs.140.00/Sft Rs. 612500/-

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

@Rs.1097.05%Sft

Rs. 91560/-

Total

Rs. 704060/-

Executive Engineer Provincial Buildings Division Sargodha

RECONSTRUCTION OF BOUNDARY WALL AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 Dismantling brick work in cement/lime mortar. x6 x6

= =

450 Cft 51 Cft

x1-1/8 x1-1/2 Total

x2 x 1/4

= =

225 Cft 38 Cft 764 Cft @Rs.1099.50%Cft Rs. 8400/-

x2-1/2 Total

x1-1/2

=

375 Cft 375 Cft @Rs.2795.75%oCft Rs. 1048/-

x2-1/2 Total

x 1/2

=

125 Cft 125 Cft @Rs.5395.95%Cft Rs. 6745/-

x1-1/2 x1-1/8 x100 x 3/4 x1-1/8 x 3/8 Total. 5 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.

x 1/4 x3 x6 x6

= = = = =

38 338 450 41 867

= =

113 Sft. 113 Sft. @Rs.3061.90%Sft Rs. 3460/-

= =

600 Sft 108 Sft

B/wall Below D.P.C

1 1

x1 x20

x100

x 3/4 x1-1/8 x 3/8

1 1

x1 x1

x100 x100

=

2 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

1

1

x100

3 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. i- 1:6:18 Ratio

1

1

x100

4 Pacca brick work with cement sand mortar other than buildings up to 10' ht.i) Ratio 1:6

1st step below

1 1 1 1

1

x1 x1 x1 x16

x1

x100 x100

x100

x1-1/8 Total.

Cft. Cft. Cft. Cft. Cft. @Rs.9226.90%Cft Rs. 79997/-

6 Cement pointing struck joints, on walls, upto 20' (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.

B/wall

1 1

x1 x16

x6 x1-1/8 x6

x100

Below

16 1

x2 x2

x 3/8 x100

x6 x2 Total

= 72 Sft = 400 Sft = 1180 Sft.

x6-3/4 Total

=

@Rs.1279.00%Sft Rs. 15092/-

7 1/2" thick c/s (1:4) plaster on walls up to 20' ht. 1

x1

x100

=

675 Sft 675 Sft @Rs.990.80%Sft Rs. 6688/Total(A) Rs. 121430/-

D/D Cost of Old material a) 60% Serviceable Bricks 754 x13-1/2 0.6 Total b) 40% brick ballast 754 x 2/5 Total

=

6107 No 6107 No @Rs.2500.00%0Nos Rs. 15268/-

=

302 Cft 302 Cft @Rs.800.00%Cft Rs. 2416/-

=

=

Total(B) Net Total(A-B)

Rs. 17684/Rs. 103746/-

Rate for One Feet Rs. 103746/-

Total Length= Total Cost

/100

Rs. 1037/-

4680 Rft 4680

x1037

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 4853160/-

Executive Engineer Provincial Buildings Division Sargodha

REPAIR AND RENOVATION OF WORKSHOP/STORES AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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. Gar/Store roof 1

Store

1 1 1

1 x1 x1 x1

x28 x45 x30 x50

x16 x35 x13 x35 Total

= = = =

Total

=

448 1575 390 1750 4163

Sft Sft Sft Sft Sft @Rs.3983.80%Sft Rs. 165846/-

2 Reconstruction of boundary wall.

=

230

230 Rft 230 Rft @Rs.1037.00/Rft Rs. 238510/-

3 Removing of door with chowkat.

= 5 No Total = 5 No @Rs.130.00/E 4 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) 1

5

x4

=

Rs. 650/-

x7 Total

=

Total.

= =

Total.(B)

= =

280 Sft. 280 Sft. @Rs.1019.20%Sft Rs. 2854/-

5 R/O of iron sliding bolts 12" long.

140 Sft 140 Sft @Rs.488.10/Sft Rs. 68334/5 No 5 No @Rs.124.65/E

Rs. 623/-

6 Preparing surface and painting to doors and windows 3 coats on new surface. Take 2 times Qty item No.4 2

x140

7 Dismantling C Conc reinforced. 1

x1

x50

8 P/L R.C.C (1:2:4) in roof slab columns lintel girders etc complete. 1 x1 x50

x35 Total

x 3/7

= =

729 Cft 729 Cft @Rs.4656.95%Cft Rs. 33949/-

x35 Total

x 3/7

= =

729 Cft 729 Cft @Rs.201.95/Cft Rs. 147222/-

=

2234 Kg 2234 Kg @Rs.8973.05%Kg Rs. 200458/-

9 Fabrication of M.S reinforcement i/c cutting bending binding lying in position Deformed bars. 729

x6-3/4

10 3/8" thick c/s (1:3) plaster under soffit of R.C.C roof slab+ cement sand plaster (1:3)

x 4/9 Total.

=

1

x1

x50

x35 Total

= =

1750 Sft 1750 Sft @Rs.1150.15%Sft Rs. 20128/Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

Rs. 878574/-

REPLACEMENT OF EXTERNAL SEWERAGE SYSTEM AT INSERVICE AGRICULTURE TRAINING INSTITUTE SARGODHA 1 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. a) 9" Dia hostels 1 Main line to office 1

x3

x214

=

x2

x200

= =

400 Rft 1042 Rft @Rs.242.20/Rft Rs. 252372/-

=

1760 Rft 1760 Rft @Rs.318.60/Rft Rs. 560736/-

Total

642 Rft

b) 12" Dia

Host Back

1

x2

x880

Total 2 Reconstruction of Man Holes (Analysis Attached)

= 65 Nos Total = 65 Nos @Rs.8873.00/E Rs. 576745/3 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 1

65

Take Qty Item No.1(a) Take Qty Item No.1(b)

1042 1760 Total

x2 x2

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

x3 x2-1/2

= = =

6252 Cft 8800 Cft 15052 Cft

@Rs.2441.65/%0Cft

Rs. 36752/-

Total

Rs. 1426605/-

Executive Engineer Provincial Buildings Division Sargodha

ANALYSIS OF MAN HOLE 1 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 1

x1

x5

x4-1/2 Total

x3

x4-1/2 Total

x 1/2

=

68 Cft 68 Cft

@Rs.2441.65%oCft

Rs. 166/-

11 Cft 11 Cft

@Rs.2158.20/%Cft

Rs. 237/-

21 Cft 13 Cft 34 Cft

@Rs.9226.90/%Cft

Rs. 3137/-

=

3 Cft 3 Cft

@Rs.12806.65/%Cft

Rs. 384/-

= =

5 Cft 5 Cft @Rs.201.95/Cft Rs. 1010/-

2 Dry rammed brick or stone ballast 1 1/2"-2" gauge 1

x1

x5

= =

3 Pacca brick work other than building upto 10ft. (3 m) ht. Cement sand mortar (1:6) 1 1

x2 x2

x4 x 3/4 x2-1/2 x 3/4 Total

4 Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (1:2:4) 1 x1 x2-1/2 x2-1/2 Total 5 P/L R.C.C (1:2:4) in roof slab columns lintel girders etc complete. 1 x1 x4 x3-1/2 Total. 6 Fabrication of M.S reinforcement i/c cutting bending binding lying in position Deformed bars. Take Qty Item No.5

1

x6-3/4 x 4/9 Total. 7 Extra for making and finishing benching floor work in manhole chamber, with 1/8" (3 mm) thick cement finish 1

x5

x1

x2-1/2 x3 Total

x3-1/2 x3-1/2

= = =

x 1/2

x 1/3

=

= =

= =

15 Kg 15 Kg

@Rs.8973.05%Kg

Rs. 1346/-

8 Sft 8 Sft @Rs.912.20%Sft Rs. 73/-

8 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.

Total

= =

1 No 1 No @Rs.2520.25/Set Rs. 2520/Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Executive Engineer Provincial Buildings Division Sargodha

Rs. 8873/-

REHABILITATION OF ROADS 1 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. x12 x 1/2 = 4140 B x200 x12 x 1/2 = 1200 C x173 x12 x 1/2 = 1038 D x198 x12 x 1/2 = 1188 E x643 x12 x 1/2 = 3858 F x265 x12 x 1/2 = 1590 G x200 x12 x 1/2 = 1200 H x200 x12 x 1/2 = 1200 I x643 x12 x 1/2 = 3858 Total = 19272 2 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 all materials to site of work except bajjri/crushed stone aggregate. 67 lbs of bitumen and 7.5 Cft of bajri.

Cft Cft Cft Cft Cft Cft Cft Cft Cft Cft

@Rs.3440.85%Cft Rs. 663121/-

x12 = 8280 x12 = 2400 C x173 x12 = 2076 D x198 x12 = 2376 E x643 x12 = 7716 F x265 x12 = 3180 G x200 x12 = 2400 H x200 x12 = 2400 I x643 x12 = 7716 Total = 38544 3 Providing and laying road edging of 3" (75 mm) wide 9" (225 mm) deep brick on end, complete in all respects.

Sft Sft Sft Sft Sft Sft Sft Sft Sft Sft

@Rs.2730.00%Sft Rs. 1052251/-

A

A B

A B C D E F G H

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1

x1 x1 x1 x1 x1 x1 x1 x1 x1

x1 x1 x1 x1 x1 x1 x1 x1 x1

x1 x1 x1 x1 x1 x1 x1 x1

x690

x690 x200

x690 x200 x173 x198 x643 x265 x200 x200

x12 x12 x12 x12 x12 x12 x12 x12

= = = = = = = =

8280 2400 2076 2376 7716 3180 2400 2400

Rft Rft Rft Rft Rft Rft Rft Rft

I

1

x1

x643

x12 Total

=

7716 Rft = 38544 Rft @Rs.16.30/Rft Rs. 628267/Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 2343639/-

Executive Engineer Provincial Buildings Division Sargodha

DETAILED ESTIMATE FOR THE WORK HUMAN RESOURCE DEVELOPMENT FOR IMPROVEMENT OF EXTENSION SYSTEM IN PUNJAB ONE AT I.A.T.I SARGODHA EXTERNAL DEVELOPMENT (ABSTRACT OF COST) Description

Sr. No.

Amount

1

Front Terrace of Main Building

Rs.

125000.00

2

External Water supply

Rs.

34000.00

Total: -

Rs.

159000.00

Say.

Rs.

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

159000.00

Executive Engineer Provincial Buildings Division Sargodha

FRONT TERRACE MAIN BUILDING 1 Borrow excavation lead up to 3 miles Front M bldg

1

x1

x58

x20

x1-1/2

= =

Total 2 Providing and laying sub-base course of stone product ditto of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work except gravel and. aggregate. Front Main Bldg

1

x1

x58

x15

x 1/2

Total 3 Dry rammed brick or stone ballast 1 1/2"-2" guage. toe wall

1

x1

x98

x1-1/8 x 1/2 Total

= =

= =

1740 Cft 1740 Cft

@Rs.4412.45%0Cft

Rs. 7678/-

435 Cft

@Rs.3440.85%Cft

Rs. 14968/-

55 Cft 55 Cft

@Rs.2158.20%Cft

Rs. 1187/-

@Rs.8830.30%Cft

Rs. 12981/-

435 Cft

4 Pacca brick work cement sand mortar (1:6) in Foundation and plinth x 3/4 x2 = 147 Cft Total = 147 Cft 4 P/L Tuff paver 60mm thick complete as approved directed by the Engineer Incharge. toe wall

Front terr

1

1

x1

x1

x98

x98

x15 Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

= =

1470 Sft 1470 Sft @Rs.60.00/Sft Rs. 88200/-

Total

Rs. 125014/-

Say

Rs. 125000/-

Executive Engineer Provincial Buildings Division Sargodha

EXTERNAL WATER SUPPLY 1 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 resi 1 M line to resi 990 1 Main line to M bldg 1

x1

x150

x2

x3

=

900 Cft

x1

x200

x12

x 1/2

=

1200 Cft

x1

x200

x12

x 1/2

= =

1200 Cft

= = = =

150 Sft 200 Sft 100 Sft

Total 3300 Cft 2 Providing, laying, cutting, jointing, testing and disinfecting ditto Providing and installing specials pipe line in trenches with P.V.C. pipes of B.S.S. with `D' and valves is not included in the Class working pressure complete in all respects: 2" dia Main Bldg Resi 2750 Resi 990

1 1 1

x1 x1 x1

x150 x200 x100

Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

@Rs.1966.80%0Cft

Rs. 6490/-

450 Sft @Rs.62.05/Rft Rs. 27923/Total

Rs. 34413/-

Say

Rs. 34000/-

Executive Engineer Provincial Buildings Division Sargodha

EXTERNAL SEWERAGE 1 Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering timbering, dressing to correct section and dimensions separately. according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock:- 0-7' depth Resi 2750 Resi 990

1 1

x1 x1

x200 x200

x3 x3

x3 x3

Total 2 Providing and laying 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. 9" dia Resi 2750 Resi 990

1 1

x1 x1

x200 x100

Total

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

= = =

= = =

1800 Cft 1800 Cft 3600 Cft @Rs.2441.65%0Cft Rs. 8790/-

200 Rft 100 Rft 300 Rft @Rs.242.20/Rft

Rs. 72660/-

Total

Rs. 81450/-

Say

Rs. 81000/-

Executive Engineer Provincial Buildings Division Sargodha

Analysis of Rate for Porcelain Granite Tiles 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.

Analysis For 100 Sft Sr No.

Description

A 1

Material S/O Granite tiles 16"x16"x3/8" Meter

2

Grey cement ordinary portalnd

No.

L

B

H/D

Q

Amount

100 Sft 9.76 m @

748 /m

7300 1.5 Bags

@ 3

Sand

4

Cost of matching pigment

5

Cost of Cutter

B 1

Laboure Charages Mason Skilled

335 /Bag

503 7 Cft

@

6.5 /Cft

46 3 Bags

@

80 /Bag

240 400 8488

Total(A) 2 No @ 2

Cooly

3

Bahishti

445 /E

890 4 No

@

295 /E

1180 2 No

@

245 /E Total(B)

C D

Carriage Charges of Tiles Sundries Charges @ 10% Total (A+B+C+D) Add 20% Contractor Profit G Total Rate Per Sft

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

490 2560 400 256 11704 2341 14045 140

Executive Engineer Provincial Buildings Division Sargodha

ANALYSIS OF COMPOUND WALL 4 1/2" THICK AND 6' HIGH ABOVE DPC 1 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 1

x1

x6

x2

= =

x1-1/2

Total

18 Cft 18 Cft @Rs.2795.75%oCft Rs. 50/-

2 P/Laying cement concret brick or stone ballast 1-1/2" to 2"gauge in foundation and plinth. i- 1:6:18 Ratio Take Qty 3/16 of Item No.1 marked "A" 18Cft

x 2/3

Total

x 1/2

= =

6 Cft. 6 Cft. @Rs.5395.95%Cft Rs. 324/-

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

x1 x1

x6 x6

x1-1/8 x 1/4 x 3/4 x2 Total.

= = =

2 Cft. 9 Cft. 11 Cft. @Rs.8883.30%Cft Rs. 977/-

4 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.

D4

1 x1

x6

= =

x 3/4 Total

5 Sft. 5 Sft. @Rs.3061.90%Sft Rs. 153/-

5 Pacca brick work with cement sand mortar (1:4) other than building up to 10' ht 1 1

x1 x1

x6 x 3/4

x 3/8 x 3/8 Total.

x6 x6

= = =

14 Cft. 2 Cft. 16 Cft. @Rs.9758.65%Cft

Rs. 1561/-

6 1/2" thick cement plaster 1:4 upto 20' (6.00 mm) height:1 1

x1 x1

x6 x6

x6-3/8 x2 Total

= = =

38 Sft. 12 Sft. 50 Sft. @Rs.990.80%Sft Rs. 495/-

x6 x6

= =

36 Sft. 27 Sft.

7 Cement pointing struck joint (1:2) mixed with red oxide pigment to match the colour of bricks. 1 6

x1 x2

x6 x 3/8

Total

=

63 Sft @Rs.1279.00%Sft Rs. 806/Total

Rate Per Rft

Rs. 4366/- x 1/6

Sub Divisional Officer Provincial Buildings Sub Division-I Sargodha

Rs. 4366/-

Rs. 728/-

Executive Engineer Provincial Buildings Division Sargodha