ESTABLISHMENT OF UNIVERSITY OF BALTISTAN, SKARDU

ESTABLISHMENT OF UNIVERSITY OF BALTISTAN, SKARDU

CONSTRUCTION OF ACADEMIC BLOCK, ADMINISTRATION BLOCK,

MAIN GATE, GUARD, UGWT & EXTERNAL DEVELOPMENT WORKS

TENDER DOCUMENTS (VOL-III)

BILL OF QUANTITIES

August, 2020

MASTER SUMMARY

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

MASTER SUMMARY

S.No Description Amount

(Rs.)

1 Academic Block (2 Units)

2 Admin Block

3 Main Gate, Guard & UGWT

4 External Development

GRAND TOTAL

ACADEMIC BLOCK

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)

S.NO: Amount

1 Civil Works

2 Electrical Works

3 ELV Works

4 Plumbing Works

5 HVAC Works

TOTAL CARRIED TO MASTER SUMMARY

GRAND SUMMARY

CIVIL WORKS

EA Consulting

(Pvt) LtdESTABLISHMENT OF UNIVERSITY OF BALTISTAN, SKARDU

(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)

Civil Works

S.NO: Amount

A SCHEDULE ITEMS

1

2

3

4

5

6

7

8

9

10

11 ROOF FINISHES & WATER PROOFING

12 EXTERNAL FINISHES (BUILDING)

13 EXTERNAL FINISHES OTHER THAN BUILDING (NON COVERED AREA)

B NON-SCHEDULE ITEMS

1

2

3

4

5

6

7

8

9

10



13 EXTERNAL FINISHES OTHER THAN BUILDING (NON COVERED AREA)

1

2

Total of Non-Schedule Items - B

TOTAL AMOUNT OF O1 No BUILDING (A+B)

TOTAL AMOUNT OF 02 Nos BUILDING CARRIED TO

GRAND SUMMARY

MASONRY WORKS

SUB STRUCTURE

SUPER STRUCTURE

MASONRY WORKS

THERMAL & MOISTURE PROTECTION (NOT APPLICABLE)

METAL WORKS

WOOD WORKS

EARTH WORKS

FLOOR FINISHES

WALL FINISHES

CEILING FINISHES

CEILING FINISHES

Total of Schedule Items

Add ____% Premium on Civil Works of PWD-2012

Total of Schedule Items with Premium - A


METAL WORKS

WOOD WORKS

FLOOR FINISHES

WALL FINISHES

SUPER STRUCTURE

Civil SUMMARY

Description

EARTH WORKS

SUB STRUCTURE

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block

Building Works (Structure)

1 2 4 5 6 7 = 4 x 6

1

1.1 Code -103,

Item # 2 From ± 0'-0" to -5' - 0" 71875 Cft 100 Cft 613.14

Item # 2+28 From -5' - 0" to -8' - 0" 17580 Cft 100 Cft 690.49

1.2 Code -104

Item #4

44750 Cft 100 Cft 261.80

1.3 Code -117

Item #1

6000 Cft 100 Cft 3,251.34

Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

3

A-SCHEDULE ITEMS

EARTH WORKS

Excavation for foundation trenches and drains in gravelly

soil and back filling the excavated material in foundation

trenches, plinth or under floor including breaking clods,

watering, consolidation by ramming in layers not

exceeding 9 inches (229 mm) in depth to full

compaction, dressing and disposal of surplus excavated

stuff as directed lead upto one chain (30.5 R.m) and lift

upto 5 feet (1.52 m).

All items under this head (Structure work) to be

carried out as per relevant Section of PWD &

technical specifications (Volume-II), Drawings,

BSI/ASTM Standards, complete in all respect and to

the entire satisfaction of the Engineer.

Due to pitch roof second pera of clause No 1.9 of

General conditions of PWD schedule of rates-2012

will be applicable for the height of the higher side.

Filling bajri available at site in foundation plinth or under

floor, etc. including dressing, watering, consolidation by

ramming in layers not exceeding 9 inches (229 mm) in

depth to full compaction, complete within a lead of one

chain (30.5 R.m) and lift of 5 feet (1.52 R.m). etc.

complete, including all lifts etc. complete in all respects

as per drawing, standard , specifications and as directed

by the Engineer.

Providing and laying soling stones 6 inches to 9 inches

(152 mm to 229 mm) size under floors/foundations &

where required etc. including packing with sprawls and

chips and consolidating etc. complete in all respects as

per drawing, standard , specifications and as directed

by the Engineer.

Amount Carried to Civil Summary

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

32

2.1 Code -106

Item # 1110235 Cft 100 Cft 14,411.43

2.2 Code -106

Item # 12 2845 Cft 100 Cft 15,840.97

2.3 Code -114

Item # 1+134+137 24200 Cft 100 Cft 21,685.85

2.4 Code -114

Item # 4+135+138 2410 Cft 100 Cft 26,704.50

2.5 Code -114

Foundation for any type

(Cylindrical Strength 3000 Psi)

Providing and laying reinforced cement concrete with

using crushed graded boulders 3/4" inch (19 mm) and

down gauge having a minimum works cube crushing

strength of 4500 Ibs. per sq. inch (31.04 N/mm2 at 28

days) with a mix not leaner than 1:1:2 in columns of

square or rectangular shape of regular section including

form work and its removal, compacting and curing etc.

but excluding the cost of reinforcement, in foundation

basement and plinth. etc. complete in all respects as


by the Engineer.

Columns upto plinth





strength of 3750 Ibs. per sq. inch (23.24 N /mm 2 at 28

days) with a mix not leaner than 1:1-1/2:3 in plinth

beams of required shape and design including form work

and its removal, compacting and curing etc. but

excluding the cost of reinforcement, foundation

basement and plinth etc. complete in all respects as per

drawing, standard , specifications and as directed by

the Engineer.

For Cast in situ / mass concrete or where required

(Cylindrical 1500 Psi)

REINFORCED CONCRETE WORKS





days) with a mix not leaner than 1:1-1/2:3 in columns

footing of required shape including form work and its

removal, compacting, leveling and curing etc. complete




the Engineer.

SUB STRUCTURE

CONCRETE WORKS

Providing and laying in situ 1:4:8 (1 cement 4 sand and 8

coarse aggregate) cement concrete using crushed

graded boulders 3/4" inch (19 mm) and down gauge in

foundation, basement and plinth including form work,

compacting, curing and removal of form work etc.

complete, foundation and basement up to 5 feet (1.52

m) depth and plinth up to 4 feet (1.2 m) height from

ground level etc. complete in all respects as per drawing,

standard , specifications and as directed by the

Engineer.Below plinth beam,situ,walls,tanks, over stone soling or

where required (Cylindrical 1000 Psi)





compacting, curing and removal of form work, etc.

complete, foundation and basement up to 5 feet (1.52

m) depth and plinth up to 4 feet (1.2 m) height from

ground level etc. complete in all respects as per drawing,


Engineer.

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

3Item # 8+134+137 2910 Cft 100 Cft 22,344.09

2.6 Code -114

Item # 166

69190 Kg Kg 123.02

2.7 Code -108

Item # 12

35435 Sft 100 Sft 648.08

2.8

14100 Sft Sft

3

3.1 Code -114

Item #

24+135+138 2260 Cft 100 Cft 30,389.36

Item #

24+135+138+92 3255 Cft 100 Cft 31,338.56 Item #

24+135+138+92+

93 615 Cft 100 Cft 32,090.01

Plinth Beams i/c nibs / projections


(+12'-0" to +33'-0")

First Floor

B-NON-SCHEDULE ITEMS

SUB STRUCTURE

SUPER STRUCTURE


Providing and laying hard grade ribbed deformed

(minimum yield point 60,000 psi or 414 Mpa)

reinforcement bars with & including the cost of

straightening, cutting, bending, binding, wastage, and

such overlaps as are not shown in the drawings, placing

in position on cement concrete 1:2:4 precast or Ms.

chairs, tying with binding wire, cost of chairs and wires

etc. in all kinds of RCC work in foundation, basement,

plinth and ground floor of building including septic tanks

and under ground tanks and in projections for future

extension.etc. complete in all respects as per drawing,


Engineer.

(Bars to be cut and placed in position at any level

according to the Bar bending schedule prepared by the Providing a coat of bitumen emulsion at 10 Lbs. per % sft.

(0.49 Kg/sm) on walls and floor in ground floor etc.

complete in all respects as per drawing, standard ,

specifications and as directed by the Engineer.






days) with a mix not leaner than 1:1:2 in columns of

square or rectangular shape of regular section including

form work and its removal, compacting and curing etc.

but excluding the cost of reinforcement, in the ground

floor etc. complete in all respects as per drawing,


Engineer.

TERMITE PROOFING

Providing and applying Termite control treatment of sub

grade soil, excavated surfaces and fill material with

HEPTACHLOR emulsifiable to 0.5% with clean water or

AGENDA 25 EC containing FIPRONIL or BIFLEX with

Bifenthrin or DURSBIN or TENEKIL PLUS or MIRAGE ALI AKBER

GROUP or approved equivalent as per manufacturer's

specifications and instructions. etc., complete in all

respects as per drawing, standard , specifications and as

directed by the Engineer.

(Note: Plinth Area will be measured one time for

payment where is the number of applications will be

three times on all horizontal & vertical surfaces of the

excavation for termite proofing)


Columns (Cylindrical Strength 3750 Psi)

Ground Floor

(±0'-0" to +12'-0")

(+12'-0" to +24'-0")

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

3

Item #

24+135+138+92+

93x2 620 Cft 100 Cft 32,841.46 Item #

24+135+138+92+

93x3 5210 Cft 100 Cft 33,592.91

3.2 Code -114

Item #

38+134+137 2560 Cft 100 Cft 24,839.57

Item #

38+134+137+92 3120 Cft 100 Cft 25,788.77 Item #

38+134+137+92

+93 885 Cft 100 Cft 26,540.22

Item #

38+134+137+92

+93x2 1120 Cft 100 Cft 27,291.67 Item #

38+134+137+92

+93x3 3440 Cft 100 Cft 28,043.12

3.3 Code -114

Item # 38+136 1605 Cft 100 Cft 20,668.60

Item # 38+136+92 1870 Cft 100 Cft 21,617.80

Item #

38+136+92+93x2 575 Cft 100 Cft 22,369.25

Item #

38+136+92+93x2 225 Cft 100 Cft 23,120.70

Item #

38+136+92+93x3 1130 Cft 100 Cft 23,872.15

(+24-0" to +40'-0")

(+33-0" to +60'-0")

Second Floor





days) with a mix not leaner than 1:1-1/2:3 in straight

beams lintels cantilever beams of required shape or

section including form work and its removal, compacting

and curing etc. but excluding the cost of reinforcement,

in basement and ground floor etc. complete in all



Beams and projections


Second Floor

(+24-0" to +40'-0")

(+33-0" to +60'-0")





days) with a mix not leaner than 1:2:4 in straight beams

lintels cantilever beams of required shape or section

including form work and its removal, compacting and

curing etc. but excluding the cost of reinforcement, in

basement and ground floor etc. complete in all respects


by the Engineer.

(±0'-0" to +12'-0")

(+12'-0" to +24'-0")

Ground Floor

First Floor

(+12'-0" to +33'-0")

Second Floor

(+24-0" to +40'-0")

(+33-0" to +60'-0")

Bracing beams / lintels / nibs / sills / bands /around

opening (Cylindrical Strength 2500 Psi)

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

33.4 Code -114

Item #

56+134+137 3675 Cft 100 Cft 24,314.96

Item #

56+134+137+92 3410 Cft 100 Cft 25,264.16

Item #

56+134+137+92

+93 0 Cft 100 Cft 26,015.61

Item #

56+134+137+92

+93x2 1165 Cft 100 Cft 26,767.06

Item #

56+134+137+92

+93x3 2155 Cft 100 Cft 27,518.51

3.5 Code -114

Item #

57+134+137 2320 Cft 100 Cft 23,691.64

Item #

57+134+137+92 1540 Cft 100 Cft 24,640.84 Item #

57+134+137+92

+93 915 Cft 100 Cft 25,392.29

Item #

57+134+137+92

+93x2 0 Cft 100 Cft 26,143.74

Item #

57+134+137+92

+93x3 5010 Cft 100 Cft 26,895.19





days) with a mix not leaner than 1:1-1/2:3 in ordinary

slab more than 6 inches (152 mm) thick including form

work and its removal compacting and curing etc.

complete but excluding the cost of reinforcement, in

basement plinth and ground floor etc. complete in all



Slab i/c projections (straight & sloping )


(±0'-0" to +12'-0")

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")





days) with a mix not leaner than 1:1-1/2:3 in ordinary

slab 5 inches (127 mm) to 6 inches (152mm) thick

including form work and its removal compacting and

curing etc. complete but excluding the cost of

reinforcement, in basement plinth and ground floor etc.



(±0'-0" to +12'-0")

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

Ground Floor

First Floor

First Floor

(+33-0" to +60'-0")

Second Floor

(+24-0" to +40'-0")



(+33-0" to +60'-0")

Second Floor

(+24-0" to +40'-0")

Ground Floor

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

33.6 Code -114

Item #

50+134+137 545 Cft 100 Cft 30,160.60

Item #

50+134+137+92 745 Cft 100 Cft 31,109.80 Item #

50+134+137+92

+93 205 Cft 100 Cft 31,861.25

Item #

50+134+137+92

+93x2 0 Cft 100 Cft 32,612.70 Item #

50+134+137+92

+93x3 0 Cft 100 Cft 33,364.15

3.7 Code -114

Item #

114+135+138

+127x2260 Cft 100 Cft 34,550.73

3.8 Code -114

OH Water Tank Bottom Slab







stairs and landing of required section including form work

and its removal, compacting and curing etc. complete

but excluding the cost of reinforcement, in basement

plinth and ground floor.etc. complete in all respects as


by the Engineer.

Stair Case / steps /seats (Steps, Landing

& Waist slab) (Cylindrical Strength 3000 Psi)

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

(+24-0" to +40'-0")

(+33-0" to +60'-0")

First Floor

Ground Floor

(±0'-0" to +12'-0")





days) with a mix not leaner than 1:1:2 in straight walls in

over head water tank bins, bunkers, intze tanks and silo

up to a height of 30 feet (9 m) above ground including

form works and its removal, compacting and curing etc.

complete but excluding the cost of reinforcement etc.







days) with a mix not leaner than 1:1:2 in a square of

rectangular bottom slab of over head water tank up to a

height of 30 feet (9 m) above ground including form

works and its removal, compacting and curing etc.

complete but excluding the cost of reinforcement .etc.



Second Floor

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


Description

PWD

Schedule 2012

Ref.No

S.No Amount

(Pak Rs.)

Rate

(Pak Rs.) Unit QTY

3Item #

112+135+138

+127x2 390 Cft 100 Cft 35,126.50

3.9 Code -114

Item #

118+135+138

+127x2 245 Cft 100 Cft 32,154.29

3.10 Code -114

Item # 166 47650 Kg Kg 123.02

Item # 166+174 56715 Kg Kg 124.47

Item #

166+174+174 12990 Kg Kg 125.92

Item #

166+174+174+174 12590 Kg Kg 127.37 Item #

166+174+174+174

+174 74750 Kg Kg 128.82


Second Floor

(+24-0" to +40'-0")

(+33-0" to +60'-0")


(minimum yield point 60,000 psi or 414 Mpa)

reinforcement bars with & including the cost of

straightening, cutting, bending, binding, wastage, and

such overlaps as are not shown in the drawings, placing

in position on cement concrete 1:2:4 precast or Ms.

chairs, tying with binding wire, cost of chairs and wires

etc. in all kinds of RCC work in foundation, basement,

plinth and ground floor of building including septic tanks


extension.etc. complete in all respects as per drawing,


Engineer.


according to the Bar bending schedule prepared by the

contractor and approved by the Engineer).

(±0'-0" to +12'-0")

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

Ground Floor

OH Water Tank Top Slab






days) with a mix not leaner than 1:1:2 in roof slab of over

head water tank up to a height of 30 feet (9 m) above

ground including form works and its removal,

compacting and curing etc. complete but excluding the

cost of reinforcement.etc. complete in all respects as per


the Engineer.

First Floor

OH Water Tank Walls


EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block

Building Works (Architectural)

1 2 3 4 5 6 7 = 4 x 6

A-SCHEDULE ITEMS

All items under this head (Architectural work) to be carried out

as per relevant Section of PWD & technical specifications

(Volume-II), Drawings, BSI/ASTM Standards, complete in all

respect and to the entire satisfaction of the Engineer.

Due to pitch roof second pear of clause No 1.9 of General

conditions of PWD schedule of rates-2012 will be applicable for

the height of the higher side.

4 DPC & MASONRY WORKS

Damp Proof Course (DPC)

4.1 Code -108

Item # 3

Page # 47

+

Code -109

Item # 123

Page # 64

Providing and laying 2 inches (51 mm) thick damp proof

course with cement concrete 1:2:4 cast in situ using graded

crushed boulders (insted of Screened bajri) of 3/4 inch (19 mm)

and down gauge mixed with any approved water proofing

agent including compacting, curing form work and its removal

etc. complete, but excluding the cost of water proofing agent

.etc., complete in all respects as per specifications & relevant

drawings and all works to the satisfaction of the Engineer.

2" thick DPC 20000.Sft 100 Sft 2,812.71

4.2 Code -108

Item # 5

Page # 47

Extra for using water proofing agent pudlo in item Nos. 4.1

(quantity to be used as per manufacturer's

specification/2.50Kg per 100Sft).etc., complete in all respects

as per specifications & relevant drawings and all works to the

satisfaction of the Engineer. 50.Kg Kg 86.10

Solid Block Masonry

4.3 Code-110

&

Code-109

Providing and laying 1:3:6 machine made standard size

6"x8"x12" cement concrete solid block masonry more than 6

inches (152 mm) thick using graded crushed boulders (instead

Screened bajri) 3/4 inch (19 mm) and down gauge set in

cement mortar 1:6 including scaffolding, raking out joints and

curing etc. complete in ground floor superstructure etc,


specifications and direction of the Engineer.

Ground FloorCode-110

Item #

34+92+100+

Code-109

Item # 120 Lev ± 0'-0" to +12'-0" 3800.Cft 100 Cft 16040.34

First Floor Code-110

Item #

34+70+92+100+

Code-109

Item # 120 Lev + 12'-0" to + 24'-0" 6000.Cft 100 Cft 16864.Cft

Code-110

Item # 34+70+71+

92+100+

Code-109

Item # 120 Lev + 12'-0" to + 33'-0" 1100.Cft 100 Cft 17,544

Second Floor Code-110

Item #

34+70+2x71+

92+100+

Code-109

Item # 120 Lev + 24'-0" to + 40'-0" 2200.Cft 100 Cft 18,223.07

Amount

(Pak Rs.)

Rate

(Pak Rs.) S.No

PWD Schedule

2012 Ref.NoDescription Qty Unit

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


1 2 3 4 5 6 7 = 4 x 6

Amount

(Pak Rs.)

Rate

(Pak Rs.) S.No

PWD Schedule


Code-110

Item #

34+70+3x71+

92+100+

Code-109

Item # 120 Lev + 33'-0" to + 60'-0" 3500.Cft 100 Cft 18,902.55

Code-110

Item #

34+70+4x71+

92+100+

Code-109

Item # 120 + 33'-0" to + 60'-0" 5500.Cft 100 Cft 19,582.03

4.4

Code-110

&

Code-109


6"x8"x12" cement concrete solid block 4 to 6 inches (102mm to

152 mm) thick using graded crushed boulders (insted Screened

bajri) 3/4 inch (19 mm) and down gauge set in cement mortar

1:6 including scaffolding, raking out joints and curing etc.

complete in all respects as per specifications & relevant


Ground FloorCode-110

Item #

44+92+100+

Code-109

Item # 120 Lev ± 0'-0" to +12'-0" 7300.Cft 100 Cft 16,897.84

First Floor

Code-110

Item # 44+70+92+

100+

Code-109

Item # 120 + 12'-0" to + 24'-0" 10300.Cft 100 Cft 17,721.61

Code-110

Item # 34+70+71+

92+100+

Code-109

Item # 120 + 24'-0" to + 36'-0" 1100.Cft 100 Cft 17,543.59

Second FloorCode-110

Item #

34+70+2x71+

92+100+

Code-109

Item # 120 + 12'-0" to + 33'-0" 1800.Cft 100 Cft 18,223

Code-110

Item #

34+70+3x71+

92+100+

Code-109

Item # 120 + 24'-0" to + 40'-0" 5300.Cft 100 Cft 18,902.55

Code-110

Item #

34+70+4x71+

92+100+

Code-109

Item # 120 + 33'-0" to + 60'-0" 4200.Cft 100 Cft 19,582

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block


1 2 3 4 5 6 7 = 4 x 6

Amount

(Pak Rs.)

Rate

(Pak Rs.) S.No

PWD Schedule


4.5 Code-110

Page #

72, 80 & 81



inches (152 mm) thick in steps, stairs of approved design using

graded curshed boulders (instead of screened bajri) 3/4 inch

(19 mm) and down gauge set in cement mortar 1:4 including

scaffolding, raking out joints and curing etc. complete in

ground floor superstructure etc., complete in all respects as

per specifications & relevant drawings and all works to the

satisfaction of the Engineer.Code-110

Item

#2+68+74+92

code-109

Item# 120 FOR BLOCK MASONRY STEPS 2400.Cft 100 Cft 17,915.71

4.6Code-112

Item #144

Providing and laying wall ties of mild steel flats of approved

section and design placed at horizontal and vertical spacing

in cavity wall of any description in any floor at any height.2100 Kg Kg 181.84

5 THERMAL & MOISTURE PROTECTION

6 METAL WORKS

6.1 Code -119

Item # 43

Page # 240

Providing and fixing M.S. moulded steel door frame of 4" x 2-

1/2" (102 mm x 64 mm) manufactured from mild steel sheet of

18 gauge (1.41 mm) conforming to BSS. 1245 having a single

rebate size 1-1/2" x 1/2" (38 mm x 13 mm) with provision of 3

Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm), (2 Nos. 6

inch long welded with frame at not less than 10 points and 1

No., 12 inch long welded with frame at not less than 20 points),

with holes and threads for fixing steel hinges, fitted with one

locking box of same sheet (point welded inside the frame), 6

Nos. 6 inches long flat iron fixing lugs, of 1-1/4" x 3/16" section,

treated with special red oxide primer coat all around including

cutting holes and filling the cavity with cement concrete 1:2:4

etc. in any floor at any height. etc., complete in all respects as


satisfaction of the Engineer. 960.Rft Rft 157.12

6.2 Code -119

Item # 44

Page # 240

Providing and fixing M.S. moulded steel door frames of 5.73" x 2-


18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double

rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos.

M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch

long welded with frame at not less than 10 points and 1 Nos.

12 inch long welded with frame at not less than 20 points), with

holes and threads for fixing steel hings, fitted with one locking

box of same sheet (point welded inside the frame), 6 Nos. 6

inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated

with special red oxide primer coat all around including cutting

holes and filling the cavity with cement concrete 1:2:4 etc. in

any floor at any height complete as directed by the Engineer-

in-Charge 240.Rft Rft 185.34

6.3

Code -122

Item #159

Page # 333

Painting Iron work with synthetic enamel paint of approved

make and shade two coats over and including the cost of one

priming coat at any height in any floor etc., complete in all

respects as per specifications & relevant drawings and all

works to the satisfaction of the Engineer.1500.Sft 100 Sft 2,776.62

TOTAL CARRIED TO CIVIL SUMMARY


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6.4

Code -119

Item #102

Page # 251

Providing and fixing fully glazed Bronze anodized or powder

coated aluminium Sliding / fixed & openable /Top hung

windows & ventilators as per British standard manufactured by

Lucky, Alcop, Krudson, Pakistan cable and A.C.P. (fixing

through their approved fabricators) deluxe model box section

95mm x 30mm and 2mm thick including the cost of aluminium

netting ,fittings, with all accessories cutting hole etc. and

making good damages to walls etc. complete as required in

any floor as per direction of engineer-in-charge, but excluding

the cost of glass pans.4300.Sft Sft 568.07

6.5

Code -119

Item #120

Page # 254

Providing and fixing Tinted glass panes 5mm thick to M.S. Box

pipe / Aluminium doors, windows and ventilators etc including

the cost of labour but excluding the cost of M.S. square pipe

beading, rubber packing and screw in any floor at any height.

(For Doors, Windows & Fixed Glazing or where instructed)8800.Sft Sft 106.11

6.6

Code -119

Item #119

Page # 254

Providing and fixing plain glass panes 5mm thick to M.S. Box

pipe / Aluminium doors, windows and ventilators etc. including



(For vision panel of door shutters)150.Sft Sft 88.91

7 WOOD WORKS

Door, windows & partitions Frame

7.1 Code-120

Item # 02

Providing and fixing best quality deodar frames for doors.

windows, ventilators, clerestory windows, shelves, partitions,

trellis work, etc., as required . Complete in all respect as per

drawings, specification and as directed by the Engineer.200.Cft Cft 4,595.14

Architrave / Beading

7.2 Code-120 Providing and fixing best quality deodar wood projected

beading upto one Sq. inch (6.45 Sqm.) in sections and required

design fixed around the panels of doors, windows etc., of any

description , complete in all respect as per drawings,

specification and as directed by the Engineer. 2100 Rft Rft 35.66

7.3 Code-122

Item # 189

Page # 336

Applying French or spirit polishing, two coat of approved make

on wood work at any height in any floor.2600 Sft 100 Sft 1,878.96

8 INTERNAL FLOOR FINISHES

8.1 Code-117 Providing and laying 1:5:10 cement concrete bed under floors

using graded stone ballast 3/4 & down instead of 2 inches (51

mm) and down gauge with levelling, ramming, watering and

curing etc. complete.

(under Mosaic & Porcelain tiles).Item # 3

Page# 190 Ground Floor (± 0'-0") 3200.Cft 100 Cft 9,442.42

Item # 3 +25

Page# 190 &192 First Floor (+12'-0" & +19'-0" ) 1700.Cft 100 Cft 9,684.38

Item # 3 +25+26

Page# 190 &192 Second Floor (+24'-0" & Up to 34'-0") 1900.Cft 100 Cft 9,879.51



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Mosaic Tiles

8.2 Code-117 Providing and laying terrazzo floor 1-1/2 inches (38 mm) thick

consisting of 1/2 inch (13 mm) thicktopping 1:2 (one grey

cement 2 approved marble chips No. 0 to 4) in ground floor

over a base of 1:2:4 (one cement, two sand and four screened

graded bajri) cement concrete 1 inch (25 mm) thick laid in

panels or pattern including form work, curing, cutting, rubbing

and polishing etc. complete.

Item # 12+17

Page# 191 Ground Floor (± 0'-0") 10400 Sft 100 Sft 6,163.94

Item # 12+17+25

Page# 191+192 First Floor (+12'-0" & +19'-0" ) 7800 Sft 100 Sft 6,405.90

Item #

12+17+25+26

Page# 191+192 Second Floor (+24'-0" & Up to 34'-0") 9000 Sft 100 Sft 6,601.03








Item # 12

Page# 191 Ground Floor 2600 Sft 100 Sft 5,287.04

Item # 12+25

Page# 191+192 First Floor 2000 Sft 100 Sft 5,529.00

Item # 12+25+26

Page# 191+192 Second Floor 2500 Sft 100 Sft 5,724.13

9.6

Code-117

Item # 159

Page # 209

Providing and laying light colour, glazed/non skid vitrified

porcelean tiles (Polished) not exceeding 1600 Sqcm each,

(Pak made) on walls and floors, in any floor, laid with dry bond

(stile bond) over a base of 1" thick cement mortar (1:3)

including jointing to tiles with joint filler of approved quality as

per direction of the Engineer incharge. 1400 Sft 100 Sft 2572.28

9 INTERNAL WALL FINISHES

Internal Wall Plaster

9.1 Code-122 1/2" (13 mm) thick cement plaster 1:6 on wall columns etc. in

basement, plinth, mezzanine and ground floor including

making edges, corners, grooves as specified and curing etc.,



Ground Floor

Item # 6

Page # 320 Lev ± 0'-0" to +12'-0" 33000 Sft 100 Sft 1,730.74

First FloorItem # 6+87

Page # 320

& 327 Lev ± 12'-0" to +24'-0" 37500 Sft 100 Sft 1,884.61

Item # 6+87+90

Page # 320, 327

& 328 Lev ± 24'-0" to +36'-0" 3000 Sft 100Sft 2,015.07

Second Floor

Item # 6+87+90

Page # 320, 327

& 328Lev ± 12'-0" to +33'-0" 3100 Sft 100Sft 2,015.07


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Item #

6+87+90+90

Page # 320, 327

& 328 Lev ± 24'-0" to +40'-0" 16500 Sft 100Sft 2,145.53

Item #

6+87+90+90+90

Page # 320, 327

& 328 Lev ± 33'-0" to +60'-0" 10500 Sft 100 Sft 2,275.99

Dado & Skirting

9.2 Code-118

Item # 55 + 58

Page# 219

Providing and fixing marble mosaic tile 12" X 6" X 3/4" (305 mm

X 152 X 19 mm) with chips No. 0 to 4 in dado and skirting of

approved design in light shade over 1/2 inch (13 mm) thick

base of cement mortar 1:3 in ground floor setting of tiles in

slurry of grey cement over mortar base including filling of joints

and washing the tiles with cement slurry of matching colour

curing, grinding, rubbing and polishing etc. complete.

Code-118

Item # 55 + 58

Page# 219 Ground Floor (± 0'-0") 1100 Sft 100 Sft 14274.5

Code-118

Item # 55 + 58+60

Page# 219First Floor (+12'-0" & +19'-0" ) 1100 Sft 100 Sft 14,567.19

Code-118

Item # 55 +

58+60+61

Page# 219 Second Floor (+24'-0" & Up to 34'-0") 1000 Sft 100 Sft 14,813.05

9.3 Code-122

Item # 151

Page # 333

Distempering with vinyl distemper (ICI) Deluxe Paintex of

approved make and shade in two coats over and including

the cost of one priming coat of lime wash including sand

papering, dusting, and filling the holes, cracks and inequalities,

if any, at any height in any floor. 103500 Sft 100 Sft 1,053.54

Puddlo Plaster

9.4 Code-122 3/4'' (19 mm) thick cement plaster (Plain) 1:4 on walls and

columns etc. in basement, plinth, mezzanine and ground floor

including making edges, corners, grooves as specified and

curing etc,complete in all respects as per specifications &

relevant drawings and all works to the satisfaction of the

Engineer.Item # 8+88 O.H.W.T Plaster 1000 Sft 100 Sft 2572.28

9.5 Code-122 Providing and mixing water proofing agent pudlo in cement

mortar of any description in any floor etc., complete in all

respects as per specifications/2.50Kg per 100Sft). & relevant


Item # 30 O.H.W.T 25 Kg Kg 86.15

9.6

Code-117

Item # 159

Page # 209








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10 INTERNAL CEILING FINISHES

Internal Ceiling Plaster

10.1 Code-122 1/2" (13 mm) thick cement plaster 1:6 on ceilings cantilever

soffits others etc. in basement, plinth, mezzanine and ground

floor including making edges, corners, grooves as specified

and curing etc., complete in all respects as per specifications

& relevant drawings and all works to the satisfaction of the

Engineer.Item # 6

Page # 320 Ground Floor 13000 Sft 100 Sft 1,730.74

Item # 6+87

Page # 320 &327 First Floor 9700 Sft 100 Sft 1,884.61

Item # 6+87+90

Page # 320, 327

&328 Second Floor 10300 Sft 100 Sft 2,015.07

10.2 Code-122

Item # 151






10.3 Code-124

Item # 182

Page# 361

Providing and fixing Gypsum board 2' x 2'x 12mm tiles ceiling

including Aluminum T & L angle 1" x 1" i.c hanger clips jointing

clips and G.I Wire etc. complete as required in any floor.700 Sft Sft 71.69


11.1 Code-117

Item #7+60+61

Page# 190 &196

Providing and laying floor of 3 inches (76 mm) thick 1:2:4

reinforced cement concrete using graded crushed bolders

instead of screened bajri 3/4" (19 mm) and down gauge in

ground floor including form work, consolidation, finishing and

curing etc. complete but excluding the cost of reinforcement.

Item #7+25+26

Page# 192 First Floor (+27'-0") 1500 Sft 100 Sft 4,726.58

Item #7+25+26

Page# 192 Second Floor 6500 Sft 100 Sft 4,726.58

Item

#7+25+26+26

Page# 192 Third Floor 10200 Sft 100 Sft 4,921.71

11.2

Code-108

Item #27

Page# 50

Water proofing of roof slab using Bituflex @ 10 Kg per % sft in

three coats, i/c cleaning /scraping the extra mortar etc. from

the roof surface,and washing the surface with water and filling

the depressions using Bituflex: sand mortar (1.2).Applyingone

one primer coal, over moist surface using a mix of 50 %Bituflex

and 50 % water blirded the surface with saul any floor in any

light. 18200 Sft 100 Sft 685.80



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12 EXTERNAL WALL FINISHES (BUILDING)




curing etc., complete in all respects as per specifications &


Engineer.Item # 8


Item # 8+88

Page # 320 & 327 First Floor 13000 Sft 100 Sft 2,572.28

Item # 8+88+91

Page # 320, 327

& 328 Second Floor 15500 Sft 100 Sft 2,746.22

Item #

8+88+91+91

Page # 320, 327


12.2 Code-122

Item # 83

Page # 327

Extra for providing horizontal or vertical joints or grooves 3/8" x

1/4" (9.5 mm x 6.4 mm) size of approved design over item No.

12.1 3500 Sft 100 Sft 518.48

12.3 Code-122

Item # 172

Painting three coats with weather shield paint deluxe (ICI)

make of approved shade on plaster surface (External) and

including the cost of cleaning the surface, sand papering etc.

complete at any height in any floor etc., complete in all


works to the satisfaction of the Engineer. 56500 Sft 100 Sft 1,406.88

13 EXTERNAL FINISHES OTHER THAN BUILDING

(NON COVERED AREA)






Engineer.Item # 8+37


13.2 Code -108

Item # 5

Page # 47

Extra for using water proofing agent pudlo in item No. 13.1




satisfaction of the Engineer. 150 Kg Kg 86.15

13.3 Code-122

Item # 172

Page # 334









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38mm thick Diamond jumbolon-Board.

4.1 N.S.I Providing & laying in position 1-1/2"(38mm) thick Diamond

jumbolon-Board from Diamond Foam or approved equivalent

having density 35kg/cum, for cavity wall with rebated edge

as per manufacturer's specifications, as shown in the drawing

etc, complete in all respects as per drawings, specification

and as directed by the Engineer. 0 Sft Sft


5.1 N.S.I Providing and applying three coats of 2 component flexible

polymer modified cementitious waterproof coating AQUAFIN-

2C /BASF-Master seal-550/ SIKA top seal -107 or approved

equivalent over RCC slabs and walls of any wet area e.g.

Baths, Kitchens, Balcony's etc, at any height in any floor as per

manufacturer's specifications & recommendations complete in

all respects as per drawings, relevant specifications and as

directed by the Engineer. 1600 Sft Sft

6 METAL WORKS

MS Screen

6.1 N.S.I Providing, fabricating, welding & fixing in position decorative

MS screen comprising of MS tube 100mm x 100mm x 2.5mm

main outer frame fixed with 100mm x 100mm x 6mm thick MS

angle, design pattern with MS tube100mm x 50mm x 2.5mm as

shown on drawing including all required hard ware &

arrangement for fixing. providing & applying epoxy paint not

less than 300 micron of approved colour & shades as per

manufacturer's specification etc, complete in all respect as

per drawing, standard, specifications and direction of the

Engineer.

NOTE: The contractor shall submit shop drawings (without any

additional cost) for approval prior to start of work. 0.Each Each










Engineer.



M.S Staircase Railing

6.3 N.S.I Providing, fabricating, welding & fixing in position MS Staircase

railing comprising of 50mm dia x 16 Swg MS pipe hand rail,

25mm dia x 16 Swg dia balustrade welded to handrail as

shown in the drawing including all required accessories &

hardware such as base plate, cap, nuts & bolts etc. fixing

arrangement (Drilling & grouting)etc including three coat of

approved colour enamel paint over one coat od primer (Paint

will be paid in seaprate item, refer BOQ Item) complete in all

respects as per drawing, standard, specifications and

direction of the Engineer. 400 Rft Rft



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MS Hand Rail

6.4 N.S.I Providing, fabricating, welding & fixing in position MS hand









direction of the Engineer. 300 Rft Rft

Monkey Ladder

6.5 N.S.I Providing, fabricating, welding, bolting & fixing in position MS

Access/Monkey ladder comprising MS Flat steel 2" x 3/8" thick (

Vertical member) weld with 8" x 8" x 3/8" thick steel plate bolt

to Rcc slab, 8" x 3" x 3/8" thick steel plate weld to vertical flat

and bolted to wall, 3/4" dia solid steel bar welded to flat @ 12"

C/C, as shown on drawing, three coat of approved colour

enamel paint over one coat od primer (Paint will be paid in

seaprate schedule item, refer BOQ Item) etc, including

required hard ware complete in all respect as per drawing,

standard, specifications and direction of the Engineer.

The contractor shall submit shop drawings (without any

additional cost) for approval prior to start of work. 100 Kg Kg

6.6 N.S.I Providing and fixing Anti-Oxidation Aluminum Spacer Bar for

Double Glazing Glass up to 10mm wide including slicon

sealant bead to door, fixed glazing, windows, ventilators or

where required etc. including the cost of rubber gasket

packing and screw etc., in any floor at any height. 100.Rft Rft

Sky Light

6.7 N.S.I Providing, fabricating and fixing double glazed waterproof

Roof Skylight comprising of coloured anodized premium

quality heavy duty Aluminium section for framing (consider

Curtain wall section for pricing) of Pakistan Cable or

equivalent approved manufacturers, 12mm thick clear

tempered & laminated glass in inner face, 12 mm air-

gap/spacer & 12mm thick clear tempered glass in outer face

(12mm+12mm air-gap+12mm) including all required

accessories & hardware such as Neoprene Gaskets, slicon

sealant etc , Skylight to be fixed on top of roof at any height

over Rcc or masonry wall. Complete in all respects as per

drawings, specification and as directed by the Engineer.

(Contractor to submit the shop drawing/detail design without

any cost for approval before start of work) 0.Sft Sft


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7 WOOD WORKS

Door Shutter

7.1 N.S.I Providing, Making & fixing in position 1-1/2" (38mm) thick solid

core approved colour Formica finish flush door shutters with &

without vision panel. Comprising of 6mm thick lamination sheet

(manufacturer pressed lamination sheet over lasani board) on

either side, over all around best quality Partal or approved

wood frame 50mm wide horizontal, vertical & cross /diagonal

& 150mm wide lock rail in full length, hollow area except

framing to be filled with the approved rough wood, 1-1/2" x

1/2" thick Golden teak wood edge lipping all around. The door

shutter mechanically pressed by standard manufacturers

under power driven hydraulic press as approved by the

Engineer, with and without vision glass panel (vision glass panel

will be paid separately, in BOQ item # ....) including with and

without vision glass panel, nails, glue or any required

hardware's and applying solignum for termite treatment, at

any height & any floor etc., complete in all respects as per

drawing, standard , specifications and direction of the

Engineer.

(Note: Cost of Ironmongery such as Hinges, Tower bolts,

Locks, Handles, kick & push plate etc. paid in Separate item.)1800 Sft Sft

7.2 Providing and fixing Tinted glass panes 6mm thick to wooden

door, fixed glazing, windows, ventilators or where required etc.

including the cost of wooden trim, rubber gasket packing and

screw etc., in any floor at any height. 500.Sft Sft

7.3 N.S.I Providing, Making & fixing in position Solid Phenolic Core frame

less door shutter of approved colour & thickness, equivalent

approved manufacturer, including door hardware's such as

corner fasteners, Auto return Hinges, Latch, indicator door

Locks, Stay, Handle, etc., in any floor & any heifght as shown in

drawings, complete in all respect as per drawing,

specifications and entire satisfaction of the Engineer0.Sft Sft

7.4 N.S.I Providing, fabricating and fixing Aluminum frame door

comprising of 17mm thick water proof laminated board

(lamination should be on both side of board) , premium quality

aluminum sections Frame of Pakistan Cable/ Krudson or

equivalent approved manufacturers fixed on Rcc & masonry

surface , fitted in Neoprene Gaskets including all required

Hardware (all hardware should be in stainless steel ) hinges,

handles, latch,locks, stays etc. Including silicon sealant to all

external junction between structure and door to give

water/wind proof seal . complete in all respect as per drawing,

standard specifications and direction of the

Engineer.(Contractor to submit the shop drawing for approval

before start of work) 280.Sft Sft

7.5 N.S.I Providing and fixing in position as per drawings & joinery

schedule all of "New ISE" Hong Kong, New Star Japan or

approved equivalent make as per relevant drawings,

contractor to submit the sample / shop drawings for approval

prior to execution etc, complete in all respects as per drawing,

standard , specifications and direction of the Engineer.

S.S Door hinges 4" long 488.Each Each

SS Dead Lock complete set 37.Each Each

SS Pull Handle 12 inch long 60.Each Each

SS Pull Handle 36 inch long 28.Each Each

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Motorized Door Lock complete set (Lock body, Cylender

& Liver handle) for rooms 48.Each Each

SS Tower Bolt 8" long 122.Each Each

SS Door stopper 122.Each Each

Stainless Steel Kick plate 3mm thick 100 Sft Sft

Floor Spring/Hinges 4.Each Each

Coat & Head Hook 10.Each Each

Wooden Cabinets

7.6 N.S.I Providing making and fixing in position floor mounted lower

cabinets (Pantry etc.) as per drawing at any height / floor,

made of 3/4" thick coloured laminated (both face) Lasani

board shutter free from formaldehyde including all around

OAK wood lipping kitchen cabinet, 3" x 1-1/2" thick Partal

wood frame, complete with all accessories i.e. imported

hinges, locks, magnetic catchers, best quality handles etc.,

including any termite treatment, providing & applying 03 coats

of approved colour shade lacquer polish by Jaffar Brothers or

similar approved as per manufacturer's instruction &

specification including all required hardware's for fixing

etc,complete in all respects as per specifications & relevant


(Front face will be measured for payments) 50.Sft Sft

7.7 N.S.I Providing making and fixing in position wall mounted cabinets

for (Kitchen/Pantry etc.) as per drawing at any height / floor,

made of 3/4" thick colored laminated (both side) Lasani board

shutter free from formaldehyde including all around Deodar

wood lipping 3/8" thick, 3" x 1-1/2" thick Partal wood frame,

6mm one side laminated Lasani board back complete with all

accessories i.e. imported hinges, locks, magnetic catchers,

best quality handles etc., including any termite treatment,

providing & applying 03 coats of approved colour shade

lacquer polish by Jaffar Brothers or similar approved

equivalent as per manufacturer's instruction & specification

including all required hardware's for fixing etc., complete in all


works to the satisfaction of the Engineer. (Front face will be

measured for payments) 50.Sft Sft


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8.1 N.S.I Providing and laying light colour, glazed/non skid vitrified

porcelean tiles 12" x 24" (imported but not made od china/Pak

made) on floors, in any floor, laid with dry bond (stile bond)

over a base of 1" thick cement mortar (1:3) including jointing to

tiles with joint filler of approved quality as per direction of the

Engineer in charge..complete in all respects as per

specifications & relevant drawings and all works to the

satisfaction of the Engineer.

Base price of tile 1800/Sqm.0.Sft Sft

8.2 N.S.I Providing, laying and fixing Per-Polished (Boticena) Marble

Counter Top of approved thickness as per drawing & finishing

schedule activities include 40mm thick RCC slab, 1:4 C.S

mortar with Dry Bond, fixing in wall, cutting/chiseling in RCC /

CC members etc, jointing, grouting, chamfering edging/half D

gola arround the counter top, finishing, maintaining proper

level with curing etc. where required complete in all respects

as per specifications and as directed by the Engineer.125.Sft Sft

8.3 N.S.I Providing & Laying Natural stone 24" x12" & 12" x12", 1" & 1-1/2"

thick rough finished approved local stone on entrance steps &

floor (straight, curved, arches etc.) with cement sand mortar

1:2 and in any pattern in as per direction of the engineer-in-

charge including the cost of curing, making the stone surface

rough flat etc. complete in all respects as per specifications &


Engineer. (at any height any floor)5000.Sft Sft



porcelean tiles 12" x 24" (Polished), (imported but not made od

china/Pak made) on walls, in any floor, laid with dry bond



per direction of the Engineer in charge..complete in all


works to the satisfaction of the Engineer.

Base price of tile 1800/Sqm. 0.Sft Sft

Entrance Steps Riser, Dado & Skirting

9.2 N.S.I Providing & Laying Natural stone 24" & 12" x6" x 1/2" thick rough

finished approved local stone on riser, wall/ Dado/ Skirting

/coping with cement sand mortar 1:2 in ground floor setting of

stone tiles in slurry of grey cement over mortar base including

filling of joints with cement slurry of matching colour curing etc.

complete. 850.Sft Sft


Gypsum board false ceiling

10.1 N.S.I Providing, fabricating and fixing Gypsum board (4'-0" x 8'-0" x

1/2" (12mm) thick false ceiling including adjustable metal

framing suspension system, MS flashgap and required hard

wares jointing tap etc, all cutting for light fixtures & other

design feature with providing & applying three coat of matte

enamel paint of approved make & color shade iover one

coat of primer coat, filling putty etc complete in all respects as

per drawings, relevant specifications and as directed by the

Engineer. (Rates for False Ceiling shall include Bulkheads, Light

Pelmets etc.)350.Sft Sft




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N.S.I Providing & laying complete roof treatment at any floor and

any height as shown in the drawing, details consisting of

following items complete in all respects as per drawing,

standards, specifications and direction of the Engineer.

11.1 N.S.I Providing and laying 1" thick average levelling CC screed over

Rcc slab for achieving leveled surface with (1:4) cement sand

mortar, complete in all respect and as per drawing &

specification and to the entire satisfaction of the Engineer. 18200.Sft Sft

11.2 N.S.I Providing and laying in position Water proofing membrane Hi

Grip Elastomer SUNTAN PP4000 4mm thick from Pak Hy-Oils

limited or approved equivalent over above leveled surface

including primer coating, overlapping (horizontal & vertical)

complete as per manufacturer's specifications, instruction & as

shown in the drawing etc, complete in all respects as per

drawings, specification and as directed by the Engineer.0.Sft Sft



having density 35kg/cum, over above Water Proofing

membrane with rebated edge as per manufacturer's

specifications, instruction & as shown in the drawing etc,

complete in all respects as per drawings, specification and as

directed by the Engineer. 18200.Sft Sft

11.4 N.S.I Providing and laying BRC mesh 4" x 4" x 10 swg from Al -

Burhan (Pvt) Ltd or approved equivalent including cutting,

binding with steel binding wire etc. complete in all respects as

per drawings, specifications and as directed by the Engineer.

18200.Sft Sft


Fair Faced Plaster

12.1 N.S.I Providing and applying Ressi Plastorend-110 (6mm thick) with

sealer Silblock of approved grey & beige colour over rough

cast cement sand plaster on external walls, columns or where

required including chamfered edges, round off corner,

scaffolding, curing etc. at any height & any floor etc.,

complete in all respects as per drawing, specifications and or

as directed by the consultant / Engineer. (excluding cost of

rough cast plaster)i) Grey colour 0.Sft Sft

ii) Beige colour 0.Sft Sft

12.2 N.S.I Providing & Laying free fom natural stone wall claddin random

stone 1" & 1-1/2" thick rough finished approved local stone on

wall (straight, curved, arches etc.) with cement sand mortar



smooth etc. complete in all respects as per specifications &


Engineer. (at any height any floor)2800.Sft Sft


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LOGO

12.3 N.S.I Providing, making, finishing and fixing in position of university

LOGO, IMAGE & LETTERING. 8'-3" dia LOGO made of 12 swg MS

Sheet with the university symbolic image & letter "UNIVERSITY

OF BALTISTAN SKARDU" (In English & Urdu), fixed to walls 3"

projected with 1" dia & 6" long steel Hilti/rowel bolts including

three coats of approved colour enamel paint over a one coat

of red oxide primer paint etc. complete in all respects as per


satisfaction of the Engineer.0.Each Each

12.4 N.S.I Providing, making and finishing lettering "ACADEMIC BLOCK

"on External wall with 2" Embossed cement, sand Plaster 1:2

(1cement & 2 sand) as per drawing dimension includes three

coats of plastic emulsion paint and preparation of surface with

filling manufactured by ICI, all nails, screws, glues etc.


drawings and all works to the satisfaction of the Engineer.0.Each Each

13 EXTERNAL FINISHES OTHER THAN BUILDING

(NON COVERED AREA)

13.1 N.S.I Providing & Laying free fom natural stone wall claddin random

stone 1" & 1-1/2" thick rough finished approved local stone on

wall (straight, curved, arches etc.) with cement sand mortar



smooth etc. complete in all respects as per specifications &


Engineer. (at any height any floor)6000 Sft Sft



ELECTRICAL WORKS

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(PACKAGE-II)

BILL OF QUANTITIES

Academic Block

Electrical Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2

3

4

5

6


1

2

3

4

5

6

7

8

TOTAL AMOUNT OF 02 NO. BUILDINGS

CARRIED TO GRAND SUMMARY

LIGHTNING PROTECTION SYSTEM (LPS)


TOTAL AMOUNT OF 01 NO. BUILDING (A+B)

EARTHING SYSTEM


Add ____% Premium on Electrical Works of PWD-2004


CONDUITS & PIPES

L.V DISTRIBUTION BOARDS

LOW VOLTAGE CABLES AND WIRES

WIRING ACCESSORIES

LIGHTING FIXTURES

UPS SYSTEM

Electrical SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT

"CLIPSAL" ACCESSORIES ON RECESSED METAL BOARD

3 WIRE IN PVC RECESSED CONDUIT

CEILING FANS

WALL BRACKET FANS

PLASTIC BODY EXHAUST FANS

EA Consulting

Pvt LtdESTABLISHMENT OF UNIVERSITY OF BALTISTAN, SKARDU

(PACKAGE-II)

BILL OF QUANTITIES

Academic Block

Electrical Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS

1 2-67 PVC CONDUIT & DUCT

a) 2-67-10 Supply & fixing 50mm (2") dia PVC conduit with all

especial such as bends, sockets, Junction etc

recessed in the in the wall or floor as required.

10 P/Meter 213.65

Amount Carried to Electrical Summary

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No

DESCRIPTION QTY UNITRATE

(Pak Rs.)

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Academic Block

Electrical Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2 2-74 "CLIPSAL" ACCESSORIES ON RECESSED METAL BOARD

a) 2-74-01 Providing & fixing 10 Amps Polycarbonate flame

retardant S.P switch with fancy required gang plate

fixed on die fabricated, powder coated metal board

recessed in wall or column including connection as

required. (E31-36/1/2A Clipsal make)

32 Each. 138.22

b) 2-74-04 Providing & fixing 10 Amps Polycarbonate flame

retardant 2-Pin switch socket unit ( Universal) with

fancy gang plate fixed on die fabricated, powder

coated metal board recessed in wall or column

including connection as required.(E15U Clipsal make)

150 Each. 396.44

c) 2-74-06 Providing & fixing 15 Amps Polycarbonate flame

retardant 3-Pin switch socket unit with fancy gang

plate fixed on die fabricated, powder coated metal

board recessed in wall or column including

connection as required. (Clipsal make)

47 Each. 514.58

d) 2-74-11 Providing & fixing Polycarbonate flame retardant, 400

watts fan dimmer with plate fixed on die fabricated,

powder coated, metal board recessed in the wall or

column including connection as required. (E32V400F

Clipsal make)

13 Each. 943.58


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 2-40 3 WIRE IN PVC RECESSED CONDUIT

a) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated

wire 300/500 volts grade, single core, stranded copper

conductor wire in 20 mm (3/4")dia PVC conduit

recessed in the wall, column and roof etc as required.

(DB to switch board including wiring between switch

on the same circuit)

720 Meter 141.27

b) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated




(Light point from switch board to point)

4,080 Meter 125.29

c) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated




(Light point to point)

1,160 Meter 125.29

d) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated




(DB to 5/10A outlet)

640 Meter 141.27

e) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated




(Outlet to 5/10A outlet)

945 Meter 141.27

f) 2-40-03 Wiring for sub-main with 3x 4 mm², PVC insulated wire

300/500 volts grade, single core, stranded copper



(DB to 13A outlet)

740 Meter 185.94

g) 2-40-03 Wiring for sub-main with 3x 4 mm², PVC insulated wire




(Outlet to 13A outlet)

855 Meter 185.94

h) 2-40-03 Wiring for sub-main with 3x 4 mm², PVC insulated wire




(DB to 15A outlet)

1,300 Meter 185.94


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

4 2-106 CEILING FANS

a) 2-106-03 Providing & installing 140 Cm (56") sweep ceiling fan

with blades, canopy, strandard length of down rod

including connection with 14.0076" flexable wire

complete as required. (without regulator) Millat/Pak/

Asia/ Younas/Climax/ Royal.

167 Each. 2,088.00


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 2-107 WALL BRACKET FANS

a) 2-107-03 Providing & installing 45 Cm (18") sweep wall bracket

fan complete with blades, regulator & pulling cord

switch, fitted on wall or column with GI clip including

connection as required. Millat/Pak/Asia/

Younas/Climax/ Royal.

3 Each. 1,884.00


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 2-110 PLASTIC BODY EXHAUST FANS

a) 2-110-01 Providing & installing 20 Cm (8") sweep, Plastic body

Exhaust fan complete with blades, motor, etc fixed in

existing hole including connection with 14/.0076"

flexable wire complete as required. Millat/

Pak/Asia/Younas/Climax/ Royal.

21 Each. 1,286.00


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES

a) Supply and installation of following size internal

diameter PVC / uPVC Class-D pipe / Flexible PVC

Conduit as race ways with all accessories, recessed /

surface on wall / column / under floor, as per drawings

and specifications, complete in all respect.

i 38 mm dia uPVC Pipe (Class-D) 130 Rm.

b) Supply and installation of following size UPVC Pipe

Class-D / Road Crossing Sleeves Class-D for Power

cables. Buried in ground / under roads / under floor as per

specification, including excavation for laying of pipe, bricks,

warning tape and backfilling with new and fresh sand (6" under

and 6" above pipe) etc., (whereever required), as shown on the

specifications and drawings, complete in all respect.

i 100mm dia uPVC Conduit (Class-D) 55 Rm.

ii 150mm dia uPVC Conduit (Class-D) 25 Rm.

c) Supply and installation of Pull Boxes (Floor / Wall) with

all installation accessories, as per drawings,

specifications and approved brands, complete in all

respect.

5 No.

d) Providing and Construction of Manhole Size 3'-0" x 3'-0"

x 3'-0" deep, 6"thick, concrete 1:2:4 ratio with 3' round

heavy duty cast iron cover, 100% water proof, as per

specification and as shown on the drawing, complete

in all respect. (For Electrical cables)

2 No.

e) Providing and Construction of Handhole Size 2'-0" x 2'-

0" x 3'-0" deep, 6"thick, concrete 1:2:4 ratio with 2'

round heavy duty cast iron cover, 100% water proof,

as per specification and as shown on the drawing,

complete in all respect. (For Electrical cables)

2 No.


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2 L.V. DISTRIBUTION BOARDS

a) Supply, installation, testing and commissioning of

following wall mounting / floor standing surface type

Main Distribution Board (MDB), Sub Main Distribution

Boards (SMDB's) and Distribution Board (DB's) made

with 16 SWG sheet metal, dust protected, vermin proof

housing coated with approved color having all the

necessary switching, energy analyzer etc., protections,

as per drawing and specification, complete in all

respect.

i MDB-GF (Academic) with 75 kVAR PFI Panel 1 No.

ii SMDB-GF (Academic) 1 No.

iii DB-GF-1 1 No.

iv DB-GF-2 1 No.

v HDB-GF 1 No.

vi UDB-GF 1 No.

vii DB-1F-1 1 No.

viii DB-1F-2 1 No.

ix HDB-1F 1 No.

x UDB-1F 1 No.

xi DB-2F-1 1 No.

xii DB-2F-2 1 No.

xiii HDB-2F 1 No.

xiv UDB-2F 1 No.


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Academic Block

Electrical Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 LOW VOLTAGE CABLES AND WIRES

3.1 Supply, laying, termination, tagging, testing and

commissioning of following size copper conductor

multi core / single core, AL/PVC, AL/PVC/PVC,

unarmoured, 0.6 kV/1 kV, 450/750V or 300/500V

voltage grade copper cable in already laid PVC

conduit / cable tray / trench including all accessories

lugs, cable gland etc. as per drawings and

specification, complete in all respect.

a) 4 Core, AL/PVC/PVC Cable (600/1000V)

i 4C, 120 Sqmm AL/PVC/PVC 70 Rm.

b) 1 Core, AL/PVC Cable as ECC (450/750V)

i 1C, 70 Sqmm AL/PVC 70 Rm.



multi core / single core, Cu/PVC, Cu/PVC/PVC,






a) 4 Core, Cu./PVC/PVC Cable (600/1000V)

i 4C, 16 Sqmm Cu/PVC/PVC 15 Rm.

ii 4C, 10 Sqmm Cu/PVC/PVC 65 Rm.

iii 4C, 6 Sqmm Cu/PVC/PVC 45 Rm.

b) 1 Core, Cu./PVC Cable as ECC (450/750V)

i 1C, 16 Sqmm Cu/PVC 15 Rm.

ii 1C, 10 Sqmm Cu/PVC 65 Rm.

iii 1C, 6 Sqmm Cu/PVC 105 Rm.


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Academic Block

Electrical Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

4 WIRING ACCESSORIES


following 10/13/15/20A, One/Two/Three/Four gang

type switches, Dimmer Switches, Sockets including 16

SWG Sheet Steel powder coated back boxes with

earth terminal, recessed in wall, with all accessories as

per drawigs and specification, complete in all

respects.

i Two Gang Switch 10A 16 No.

ii Three Gang Switch 10A 43 No.

iii Four Gang Switch 10A 12 No.

iv Two Gang Fan Dimmer Switch 10A 77 No.

v 20A, Double Pole Switch with neon indicator 31 No.

vi 13A, 3-Pin Flat 2-Gang Switch Socket Outlet 116 No.

vii 13A, Unswitched Spur Outlet 1 No.

viii 15A, 3-Pin Switch Socket Outlet (Weatherproof type) 6 No.

ix 20A, Flux Outlet 31 No.

x 32A, 5-Pin Industrial Socket with Plug top 7 No.

b) Supply, installation, testing and commissioning of Floor

Box (imported), 14 SWG Sheet Steel with all

accessories, as per drawings, specifications and site

requirements, complete in all respect.

Note: Excluded of all Sockets and Face plates.

1 No.


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Academic Block

Electrical Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 LIGHTING FIXTURES


following Light fixtures complete with starters,

Electronic ballast (unless mention otherwise), lamps,

lamp holders, drivers, mounting accessories etc., as

per drawings and specifications, complete in all

respects. Lighting fixtures sample must be submitted to

consultant for approval.

Note: Refer light fixtures drawings for complete light

fixtures details.

i Surface mounted LED Light Fixture (IP-20) with 1x40W

LED lamp

277 No.

ii Surface mounted LED Downlight Fixture (IP-20) with

1x20W LED lamp

77 No.

iii Surface mounted LED Downlight Fixture (IP-20) with

1x18W LED lamp

42 No.

iv Recessed mounted LED Downlight Fixture (IP-20) with

1x12W LED lamp

12 No.

v Wall / Surface mounted LED Bi-Directional Light Fixture

(IP-54) with 2x12W LED lamp

64 No.

vi Recessed mounted LED Ramp Light Fixture (IP-65) with

1x6W LED lamp

30 No.

vii Surface mounted LED Planter Light Fixture (IP-65) with

1x12W LED lamp

5 No.

b) Supply, installation, testing and commissioning of

following items including all connecting accessories

as per drawings, specifications, complete in all

respects.i Fan Hook M.S.Box with colour coated 167 No.


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(PACKAGE-II)

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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 UPS SYSTEM

a) Supply, installing, testing and commissioning of True

Online Double Conversion UPS rating 15 kVA Three

Phase in, Three Phase out, minimum 0.9 output power

factor with 10 minutes battery backup, batteries with

related DC cables from UPS to batteries, external By-

pass and all accessories as per specification and

drawings, complete in all respect.

- No.

b) Supply, installing, testing and commissioning of True







- No.

c) Supply, installing, testing and commissioning of True







- No.


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

7 EARTHING SYSTEM

Supply, installation, testing and commissioning of

following items for complete earthing system including

all connecting accessories as per drawings,

specifications and as mentioned in General Notes,

complete in all respects.


following items for complete Power Earthing system,

including Bentonite chemical, other all required

materials and connecting accessories, boring, labor,

tools, transportation etc., as per drawings and

specifications, complete in all respects with detailed

test reports.

i Earth pit with Rod type earth electrode, 20mm dia

and 3 meter long copper rod.

1 No.


following size of PVC insulated Cu. Conductor cable

as earth continuity conductor (ECC) installed on

surface / in appropriate already installed raceway / in

already excavated trench / in already laid pipe, as

per specifications and drawings, complete in all

respect.

i 70 Sq.mm Cu/PVC 10 Rm.


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Academic Block

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

8 LIGHTNING PROTECTION SYSTEM (LPS)

a) Supply, installation, testing and commissioning of Early

Streamer Emission (ESE) Air Terminal mounted on 3

meter elevation mast, as per drawing, complete in all

respect and having following specifications:

1 No.

* Efficiency: 60 micro seconds

* Lightning current withstanding test (10/350µs): 100 kA

* ESE Central Rod: Nickel Plated Copper

* Metal Housing : Stainless Steel 316L

* Protection Radius : min 52 meter at 3 meter height

* Built-In Flash Counter and Remote Testing

b) Supply and installation of 3 meter high elevation mast

consisting mounting bracket for installation and fixing

of ESE Air Terminal, as per drawing, specification and

site requirement necessary for the system, complete in

all respect.

1 No.

c) Supply and installation of lightning flash counter as per

drawing, specification and site requirement necessary

for the system, complete in all respect.

1 No.

d) Supply, installation, testing and commissioning of

complete Earthing pit with Rod type earth electrode,

20mm dia and 3 meter long copper rod, including

Bentonite chemical, other all required materials and

connecting accessories, boring, labor, tools,

transportation etc., as per drawings and


test reports.

1 No.

e) Supply and installation of Test Clamp and Guard Tube

2m in length, as per drawing, specification, and site

requirement necessary for the functioning of the

system, complete in all respect.

1 Job

f) Supply, laying, testing and commissioning of 1x70

Sq.mm PVC insulated Cu. conductor cable in already

installed 38mm dia uPVC Pipe down from roof on the

elevation of the building & at ground level

connecting Lightning protection pits to power

earthing pits, including all fixing accessories etc., as

per drawings, specification & site requirement

necessary for the functioning of the system, complete

in all respect.

15 Rm.


ELV WORKS

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Academic Block

ELV Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1


1

2

3

4

5

6

7





ACCESS CONTROL SYSTEM

ADDRESSABLE FIRE ALARM SYSTEM

SELF CONTAINED EMERGENCY LIGHTS

CCTV SYSTEM


Add ____% Premium on ELV Works of PWD--2004


CONDUITS & PIPES

VOICE, DATA COMMUNICATION & CCTV CABLING SYSTEMS (Passive

Equipment Only)

PUBLIC ADDRESS / VOICE EVACUATION SYSTEM

ELV SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT

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Academic Block

ELV Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS





640 P/Meter 213.65

Amount Carried to ELV Summary

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

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Academic Block

ELV Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES






i 25 mm dia Flexible PVC Conduit 25 Rm.


Class-D / Road Crossing Sleeves Class-D for

Telecommunication Cable (copper / optic fiber). Buried in

ground / under roads / under floor as per specification, including

excavation for laying of pipe, bricks, warning tape and backfilling

with new and fresh sand (6" under and 6" above pipe) etc.,

(whereever required), as shown on the specifications and






respect.

32 No.

d) Providing and Construction of Handhole Size 2'-0" x 2'-





1 No.


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Academic Block

ELV Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2

VOICE, DATA COMMUNICATION & CCTV CABLING

SYSTEMS (Passive Equipment Only)


following Data / Voice Cabinets, for patch panel,

Fiber panels, adapter, PDU's, Fans and space for

active switches as it may require to complete the

entire passive and active network as per the single

line diagram, drawings and specifications, complete

in all respect.

i 42U Data Rack with PDU's (800mmx1000mm) 1 No.

ii 12U Data Rack with PDU's (800mmx800mm) 2 No.


Single RJ-45, Cat-6 outlet for Voice with shutter type

and 16 SWG back box including tagging, as per

drawing and specification, complete in all respect.

5 No.

c) Supply, installation, testing and commissioning of

Single RJ-45, Cat-6 outlet for Data with shutter type



52 No.

d) Supply, installation, testing and commissioning of Dual

RJ-45, Cat-6 outlet for Voice & Data with shutter type



43 No.

e) Supply, installation, testing and commissioning of Dual

RJ-45, Cat-6 outlet for Data with shutter type and 16

SWG back box including tagging, as per drawing and


10 No.

f) Supply, installation, testing and commissioning of

Single RJ-45, Cat-6 outlet for Camera with shutter type



13 No.

g) Supply, installation, testing and commissioning of

Single RJ-45, Cat-6 outlet for Projector with shutter type



3 No.

h) Supply, laying, termination, testing and commissioning

of CAT 6 - 4 pair cable for Single RJ-45 outlet (Data,

Voice, Camera, Projector and Access control system)

in 25mm dia PVC conduit concealed / surface from

each outlet to IDF racks, including tagging and piping

with all necessary accessories, complete in all respect.

6,400 Rm.

j) Supply, installation, testing and commissioning of 24

port shutter type Cat 6, RJ 45 UTP Patch Panel fully

loaded with tool less jacks and rear cable manager,


respect.

6 No.

k) Supply, installation, testing and commissioning of 24

port Single Mode Fiber Patch Panel fully loaded with

pigtails etc., and rear cable manager, as per drawing

and specification, complete in all respect.

3 No.

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PWD

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(Pak Rs.)

l) Supply, installation, testing and commissioning of 19"

front/rear (as required) cable organizer between

patch panels and active equipment to provide patch

cable management including with all necessary

accessories, as per drawing and specification,

complete in all respect.

9 No.

m) Supply, installation, testing and commissioning of CAT-

6 UTP (RJ-45 to RJ-45) for the above Patch Panels

including with all necessary accessories, as per


i CAT-6 (1m) Long Patch Cord 179 No.

ii CAT-6 (2m) Long Patch Cord 179 No.

n) Supply, laying, termination, testing and commissioning

of Cat-5e, 25 pair cable from IDF rack to remaining IDF

racks in already laid conduit / cable tray including

with all the necessary accessories as per drawing and

specifications, complete in all respect.

30 Rm.

o) Supply, laying, termination, testing and commissioning

of 8 Core Multi mode Fiber Optic Cable from IDF rack

to remaining IDF Racks in already installed cable tray /

conduit, as shown in drawings including termination

and tagging at both ends, as per standard

specifications with all termination accessories up to

entire satisfaction of IT Engineer.

30 Rm.

p) Supply, installing, testing and commissioning of

following blocks in Data racks, as per drawing and


i 1x100 Pair IDC Block 1 No.

ii 1x50 Pair IDC Block 2 No.

q) Installation, testing and commissioning by

Manufacturer Authorized Agent / Dealer and handing

over complete Voice & Data System to Owner with

Providing Training voice data fuke & OTDR Testing, as

build drawing, Rack layouts and certification's

Principal, complete equipment's Manual and

Warranty Documents to Owners representative.

1 Job.


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Academic Block

ELV Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 PUBLIC ADDRESS / VOICE EVACUATION SYSTEM

a) Supply, laying, termination, testing and commissioning

of Wiring for complete PA System with 2C - 1.5 Sq.mm

shielded, twisted pair Fire Resistant Cable in 25 mm dia

PVC conduit concealed as per drawing and

specification. Complete in all respect.

390 Rm.

b) Supply, wiring and testing of PA Microphone points

with Microphone Cable in 25mm dia PVC Conduit,

recessed / surface in wall and ceiling, complete in all

respects.

1 Job.

c) Supply, installation, testing and commissioning of PA

System complete with all connecting accessories

comprising of the following equipment, as per

drawing and specification, complete in all respects.

i Remote Microphone for upto 3 Zones with frequency

response 100 Hz to 20 KHz and unidirectional electret

condenser microphone gooze neck table type with

RJ45 connector with shielded twisted pair cable with

indicators for power, failure, broadcast switch,

covered switch, as per drawing and specification,


1 No.

ii System Manager with built in Amplifier for 4 channel

and built in Modular type massage manager with

2x150W Power Amplifier module with frequency

response 40 Hz to 20 KHz and 100V output voltage

(EN54 compliant), as per drawing and specification,


1 No.

iii Power supply manager with RJ45 female connector

for connecting the system and cascade connection

with shielded twisted pair straight cable and with

indications battery check, charging circuit failure,

battery failure (EN54 compliant), as per drawing and

specification, complete in all respects.

1 No.

iv Providing & Connecting of Inter Connects Cables etc. 1 Job.

v 19' Rack Cabinet with Glass Door to accommodate

above equipment's located at Security room as per


1 No.


following type Speakers of Architect Approved color,


respects.i 6W Ceiling mounted Speakers with Tapping

Transformers (1,1.5,3,4.5,6W), EN54 Compliant.

28 No.

e) Installation, testing and commissioning, Programming

by Manufacturer Authorized Agent / Dealer and

handing over complete PA System to Owner with

providing training, SOP, complete equipment's

manual and warranty documents to Owners

representative.

1 Job.


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Academic Block

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PWD

Schedule

2004 Ref.No


(Pak Rs.)

4 CCTV SYSTEM


following items for CCTV System, described below

including all accessories, as per the single line

diagram and specification, complete in all respect.

a) Supply, installation, testing and commissioning of 2 MP

IP based camera with 1/2.8" CMOS 3.3 TO 12mm

varfocal lens, power adopter, wall mounted bracket,

and IP-65 housing, complete in all respect with fixing

accessories, as per drawing and specifications,


13 No.

b) Installation, testing, commissioning, programming by


over complete CCTV System to Owner with providing

training, SOP, complete equipment's manual and

warranty documents to owners representative.

1 Job.


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Academic Block

ELV Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 ACCESS CONTROL SYSTEM

a) Supply, installation, testing and commissioning of 2

Door Controller LAN Based with power supply, as per

drawings and specification, complete in all respect,

complete in all respect with fixing accessories, as per

drawing and specifications, complete in all respect.

- No.

b) Supply, installation, testing and commissioning of BIO

Proximity Card Reader, as per drawings and


- No.

c) Supply, installation, testing and commissioning of Exit

Control Push Button, as per drawings and


- No.


Electromagnetic Door Lock with matching power

supply, as per drawings and specification, complete

in all respect.

- No.

e) Supply, installation, testing and commissioning of

Access control Enterprise Software with enterprise level

time attendance software integrated with IP Based

CCTV System. Complete in all respect.

- No.

f) Supply, installation, testing and commissioning of Core

i7 PC for enterprise software, as per drawing and


- No.

g) Supply, installation, testing and commissioning of PVC

Card for Reader, complete with Printer and cartridge

kit, as per drawing and specifications, complete in all

respect.

- No.

h) Installation, testing, commissioning & programming by


over complete Access Control System to Owner with


manual and warranty documents to Owner's

Representative.

- Job.


NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Academic Block

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 ADDRESSABLE FIRE ALARM SYSTEM


of wiring for complete Fire Alarm System with 2C-1.5

Sq.mm shielded FP-200, twisted pair Fire Resistant

Cable (2 hrs. rated) in 25mm dia PVC conduit

concealed, (M.S conduit for surface.) etc., including

any wiring between fire alarm control panel and

other's systems control panel's etc. Complete in all

respect.

625 Rm.


Addressable Photoelectric Smoke Detector with base

and back box, as per drawing and specification,


59 No.


Addressable Manual Pull Station / Call Point with base



11 No.


Addressable Sounder with flasher / Strobe and base



11 No.

e) Supply, installation, testing and commissioning of 01

Loop Addressable Fire Alarm Control Panel (FACP),

including all necessary accessories, identification

tagging etc. and 3Hrs battery back up. FACP as per


1 No.

f) Installation, testing and commissioning, Softwear,

Programming by Manufacturer Authorized Agent /

Dealer and handing over complete Fire Alarm system

to owner with providing training, SOP, complete

equipment's manual and warranty documents to

Owner's Representative.

1 Job.


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Academic Block

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

7 SELF CONTAINED EMERGENCY LIGHTS


following items for self contained emergency lights

with all fixing accessories, as per drawing and


a) 3W, Emergency light with self contained Battery,

Ceiling / Surface mounted IP-20 rated, UL 924 Listed,

as per specification and drawing, complete in all

respect. (non-maintained)

52 No.

b) 3W, Emergency light with self contained Battery, Wall

mounted IP-20 rated, UL 924 Listed, as per

specification and drawing, complete in all respect.

(non-maintained)

21 No.

c) 3W, Emergency light with self contained Battery,




9 No.

d) 3W, Exit light with self contained Battery, 24m viewing,

Directional Pandent, IP-65 rated, UL 924 Listed, as per


(non-maintained)

33 No.

Note: Selection of Exit Light is as per Architect's

approval.


PLUMBING WORKS

EA Consulting


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BILL OF QUANTITIES

(Academic Block)

Plumbing Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2


1

2

3

4





FIRE FIGHTING WORKS


Add ___% Premium on Plumbing Works of PWD-2012


PLUMBING FIXTURES

WATER SUPPLY WORKS

DRAINAGE WORKS

u.P.V.C PIPE (EXTERNAL) "D" CLASS

PLUMBING SUMMARY

DESCRIPTION

MAN HOLES

EA Consulting


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Plumbing Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS

1 MAN HOLES:

315 -17 /

Pg:82

Providing manhole type 'C' size 3 feet x 2-1/2 feet (914

mm x 762 mm) (inside dimensions) 7-1/2 feet (2.28 m)

deep as per approved design and specifications

complete for 4 inches to 12 inches (100 mm to 305 mm

) dia. Pipe 7 feet-6 inches to 12 feet (2.28 M to 3.66 m)

depth with 18 inches (457 mm) dia. (inside) cast iron

cover and frame (weight=1 cwt. 3 Qrs.) (88.90 kg.)

fixed in R.C.C. 1:2:4 slab 6 inches (150 mm) thick, 9

inches (229 mm) thick burnt brick masonry walls set in

1:4 C.M., 6 inches (150 mm) thick 1:3:6 C.C. in

foundation, 1:2:4 C.C. in benching and 1/2 inch(13

mm) thick cement plaster in 1:3 C.M., to all inside wall

surfaces, channels and benching etc. and to top

including providing and fixing cast iron foot rest at

every foot of depth and making requisite number of

main and branch channels but excluding the cost of

excavation, back filling, disposal of excavated stuff,

manhole cover and frame.

2 Nos 32,777.77

2 u.P.V.C PIPE (EXTERNAL) "D" CLASS:

306 - 21 / Pg:

57

Providing and fixing un plasticized polyvinyl chloride

pipe (P.V.C) "D" class and specials etc. including

cutting and fitting complete with and including the

cost of cutting trench up to 1-1/2 feet deep refilling,

watering, ramming, and disposal of surplus earth

within one chain and after cleaning the pipe and

cartage within 10 miles (16.09 km.) (working pressure

12 kg/cm2 ) 1-1/4 inches (32 mm) dia.

306 - 27 / Pg:

576" inches (150 mm) dia pipe 120 Rft 509.08

Amount Carried to Plumbing Summary

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

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Plumbing Works

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(Pak Rs.) S.No

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2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

PLUMBING FIXTURES:

1

Providing and fixing European type water closet with

(one piece) dual flush Tank with 6.0 liters main flush

tank and 3 liters secondary flush tank, build in S/P-Trap

, Stop cock with flexible pipe as specified by architect

in Fixture schedule, per drawings, specifications and

Engineers Approval.

21 Nos

2

Providing and fixing Eastern water closet with 6 liters

main flush tank, build in S-Trap, Stop cock with Drain

pipe till flush tank as per drawings, specifications and

Engineers Approval.

8 Nos

3

Providing and fixing wash basin with mixer having flow

of 6.0 lpm or less with two (2) nos. Stop cocks, Flexible

Connection , flexible drain pipe to floor drain as

specified by architect in Fixture schedule, per

drawings, specifications and Engineers Approval.

17 Nos

4

Providing and fixing of kitchen/Pantry Sink with mixer,

waste trap, Stop cocks with flexible pipes, Flexible

drain pipe as per drawings , specifications and

engineers approval.

3 Nos

5 Providing and fixing bath toilet accessories as under:

a Toilet Paper Holder 29 Nos

b Hand Spray / Muslim shower 29 Nos

c Liquid Soap Dispenser/ Soap dish 17 Nos

d WC Cleaning Brush 29 Nos

e Robe Hooks 17 Nos

f Towel Railing 17 Nos

Sub Total of Plumbing Fixtures

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PWD

Schedule

2012 Ref.No


(Pak Rs.)

WATER SUPPLY:

1 COLD & HOT WATER PIPING:

Supply, installation, testing and Commissioning of PPR

PN - 20 Cold/Hot water pipes as per DIN 8077-8078

with molded fittings PN - 25 as per DIN 16962, including

pipe supports, cutting, filling, testing/commissioning

and all accessories as indicated on the drawing, as

per specifications and Engineers approval.

i 3/4" dia 830 Rft

ii 1" dia 260 Rft

iii 1 1/4" dia 60 Rft

iv 1 1/2" dia 90 Rft

v 2" dia 260 Rft

2 ISOLATION VALVES:

Providing and fixing of PPR Coated PN-20 Gate valves

of bronze material for diameter 2" and smaller and

Cast Iron material for Diameter greater than 2" as per

specifications and Engineers approval.

i 3/4" dia 2 Nos

ii 1" dia 1 Nos

iii 1 1/4" dia 3 Nos

iv 1 1/2" dia 2 Nos

v 2" dia 3 Nos

3 PLUMBING SPECIALITIES:

Supply and installation of the following including all

fittings, fixings, accessories, etc., as indicated on the

drawing, as per Specifications and Engineers

approval.

i 1/2" dia. Bib Tap 1 Nos.

ii 1" Air Relief Valve - Nos.

4 COLD & HOT WATER PIPE INSULATION:

Supply, installation, testing and Commissioning of

20mm thick closed cell rubber foam inculation (NBR)

for cold & hot water piping, as per specifications and

Engineers approval.

i 3/4" dia 830 Rft

ii 1" dia 260 Rft



v 2" dia 260 Rft

Continued..

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(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

5 WATER COOLER:

Supply and installation of Stainless Steel Electric water

cooler of below mentioned capacity with two taps, R-

22 Refrigeration system, S.Steel Tank safety tested at

10kg/cm2 (142 p.s.i.) with recommended maximum

working pressure of 3kg/cm2 (42 p.s.i.) including all

accessories like Valves, interconnecting piping, Drain

tray and drain connection s as indicated in the

drawings, as per specifications and engineers

approval.

6 Nos

i WC - 01 to 06 ( Capacity 32 GPH )

6 3 STAGE WATER FILTER:

Supply and installation of 3 stage filter having 5

Microns Pre Filter, Active Carbon Filter and UV Water

filter having minimum flow rate of 200 Gallons per Day

to be installed with Water cooler , including valves,

piping, accessories, etc., as per specifications and

Engineers approval.

6 Nos

7 CEILING HUNG ELECTRIC HEATER:

Providing and fixing of ceiling hung Electric Hot water

heater with all accessories like Clamps, isolation

valves, Air relief valves as indicated in the drawings, as

per specifications and engineers approval.

i EH - 01 ( Capacity 50 litre) 3 Nos

ii EH - 01 ( Capacity 80 litre) 3 Nos

Continued..

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Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

8 WATER TANK CONNECTION:

Connection for water tank including with valves,

supports, excavation and Backfill, complete all in

accordance with the drawing and specifications.

i 2" Connection to RCC water tanks 2 Nos

ii Connection to overhead water tanks using Float valve 2 Nos

iii Cast Iron Medium Duty Cover For RCC water tanks 2 Nos

Sub Total of Water Supply Works

EA Consulting


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(Academic Block)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

DRAINAGE WORKS:

1 SOIL, WASTE & VENT PIPING:

Providing and fixing, uPVC pipes and fittings as per BS

EN 1329 for above ground installations for Soil, Waste,

Vent pipes with Kite mark on pipes and fittings

including cleanout plug, clamps, hanger collars,

supports, specials (bend, tees, Y-tee etc.) as indicated

on the drawing, as per specifications and Engineers

approval.

i 2" dia 150 Rft

ii 3" dia 380 Rft

iii 4" dia 360 Rft

2 DRAINAGE SPECIALITIES:

Providing and fixing of Multi floor trap with multiple

dia inlet and Single outlet and cleanout plug of the

approved self cleaning design with S.Steel grating as

specified by the architect, as indicated on the

drawing, as per specifications, architectural finishing

schedule and Engineers approval.

30 Nos

Providing and fixing UPVC cowl for vent pipe of the

following dia including all accessories complete in all

respects.

i 2" dia - Nos

ii 3" dia 3 Nos

iii 4" dia 3 Nos

Continued..

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(Academic Block)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

3 GULLY TRAPS:

Construction of 12" x 12" gully trap with 8" P- trap and

12" x 12" cover (min Weight =45 kg) as specified and

shown on the drawing, as per specifications and

Engineers approval.

3 Nos

Sub Total of Drainage Works

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BILL OF QUANTITIES

(Academic Block)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

FIRE FIGHTING WORKS:

1 FIRE EXTINGUISHERS:

Supply and installation of below mentioned Portable

Fire extinguishers with Wall mount brackets as

indicated on the drawings, as per specifications and

Engineers Recommendation

i 5 Kg C02 wall mounted fire extinguisher 6 Nos

ii 6 Kg Dry powder wall mounted fire extinguisher 6 Nos

Sub Total of Fire Fighting Works

HVAC WORKS

EA Consulting


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BILL OF QUANTITIES

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HVAC Works

S.NO: AMOUNT

A SCHEDULE ITEMS


1

2

3

4

5





SHOP DRAWINGS

CIVIL WORKS


Add ____% Premium on HVAC Works of PWD-2012


DX-HEAT PUMP TYPE SPLIT A/C UNIT

HVAC FANS

CONDENSATE DRAIN PIPE & INSULATION

HVAC SUMMARY

DESCRIPTION

EA Consulting


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HVAC Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS

Amount Carried to HVAC Summary

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

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BILL OF QUANTITIES

(Academic Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 DX-HEAT PUMP TYPE SPLIT A/C UNIT:

Supply, Installation, testing, balancing &

commissioning of DX- Heat pump type Split type Air

Conditioning Units, Wall Mounted Decorative type

indoor and condensing unit, as shown on the

drawings, as specified in equipment schedule and as

per technical specifications including thermostat,

copper piping with insulation and Refrigerant Tray on

expose piping, control cable, electric wiring &

accessories, and all needed material required for

installation and to the satisfaction of Engineer

incharge.

GROUND FLOOR:

i DX - 01 ( Capacity - 1.5 TR) - Nos

ii DX - 02 & 03 ( Capacity - 2.0 TR) - Nos

iii DX - 04 to 08 ( Capacity - 2.0 TR) - Nos

FIRST FLOOR:


ii DX - 02 ( Capacity - 1.0 TR) - Nos

iii DX - 03 ( Capacity - 1.0 TR) - Nos

iv DX - 04 ( Capacity - 1.0 TR) - Nos

v DX - 05 ( Capacity - 1.0 TR) - Nos

vi DX - 06 to 10 ( Capacity - 1.5 TR) - Nos

SECOND FLOOR:

i DX - 01 & 02 ( Capacity - 1.5 TR) - Nos


EA Consulting


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BILL OF QUANTITIES

(Academic Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

2 HVAC FANS:

Supply, installation, testing & Commissioning of HVAC

Fans, as per equipment schedule, as shown on the

drawings and as specified in technical specifications

and to the satisfaction of Engineer incharge.

GROUND FLOOR:

i EF - 01 ( 250 CFM ) 1 Nos

ii EF - 02 ( 250 CFM ) 1 Nos

iii EF - 03 ( 250 CFM ) 1 Nos

iv EF - 04 ( 250 CFM ) 1 Nos

v EF - 05 ( 250 CFM ) 1 Nos

vi EF - 06 ( 250 CFM ) 1 Nos

vii EF - 07 ( 250 CFM ) 1 Nos

viii EF - 08 ( 250 CFM ) 1 Nos

FIRST FLOOR:

i EF - 01 ( 250 CFM ) 1 Nos

ii EF - 02 ( 250 CFM ) 1 Nos

iii EF - 03 ( 250 CFM ) 1 Nos

iv EF - 04 ( 250 CFM ) 1 Nos

v EF - 05 ( 250 CFM ) 1 Nos

vi EF - 06 ( 250 CFM ) 1 Nos

vii EF - 07 ( 250 CFM ) 1 Nos


SECOND FLOOR:

i EF - 01 ( 250 CFM ) 1 Nos

ii EF - 02 ( 250 CFM ) 1 Nos

iii EF - 03 ( 250 CFM ) 1 Nos

iv EF - 04 ( 250 CFM ) 1 Nos

v EF - 05 ( 250 CFM ) 1 Nos

vi EF - 06 ( 250 CFM ) 1 Nos

vii EF - 07 ( 250 CFM ) 1 Nos



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(Academic Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

3 CONDENSATE DRAIN PIPE & INSULATION:

Providing and fixing, uPVC Class 'E' pipes and fittings

as per BS 3505 (EN 1401) with Foam insulation for

Condensate Water drain including fittings, bends,

cuttings, filling etc. as indicated on drawings, as per


i 1" dia 350 RFt

ii 1 1/4" dia 200 RFt

iii 1 1/2" dia 70 RFt


EA Consulting


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HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

4 CIVIL WORKS:

Making and cutting in walls, slabs and preparation of

RCC foundation for Condensing Unit and all other

work such as Openings, Penetrations, Pipe Sleeves,

plaster finish etc as directed by Engineer Incharge,


1 Job


EA Consulting


(PACKAGE-II)

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(Academic Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

5 SHOP DRAWINGS:

Providing Shop Drawings and As Built Drawings in A1

size with Electronic Copies, as specified in technical

specifications, as advised by the Consultant,


1 Job


ADMINISTRATION BLOCK

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Administration Block)

S.NO: Amount

1 Civil Works

2 Electrical Works

3 ELV Works

4 Plumbing Works

5 HVAC Works


GRAND SUMMARY

CIVIL WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Civil Works

S.NO: Amount

A SCHEDULE ITEMS

1

2

3

4

5

6

7

8

9

10



13


1

2

3

4

5

6

7

8

9

10



13

WALL FINISHES

Civil SUMMARY

Description

EARTH WORKS

SUB STRUCTURE

SUPER STRUCTURE

MASONRY WORKS


METAL WORKS

WOOD WORKS

FLOOR FINISHES


CEILING FINISHES

EXTERNAL FINISHES OTHER THAN BUILDING (NON COVERED

AREA)




EARTH WORKS

SUB STRUCTURE

SUPER STRUCTURE

MASONRY WORKS


TOTAL AMOUNT CARRIED TO GRAND SUMMARY (A+B)

METAL WORKS

WOOD WORKS

FLOOR FINISHES

WALL FINISHES

CEILING FINISHES


AREA)

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BILL OF QUANTITIES

Administration Block


1 2 4 5 6 7 = 4 x 6

1

1.1 Code -103,



1.2 Code -104

Item #4

38610 Cft 100 Cft 261.80

1.3 Code -117

Item #1

5625 Cft 100 Cft 3,251.34

EARTH WORKS

Excavation for foundation trenches and drains in gravelly soil

and back filling the excavated material in foundation trenches,

plinth or under floor including breaking clods, watering,

consolidation by ramming in layers not exceeding 9 inches (229

mm) in depth to full compaction, dressing and disposal of surplus

excavated stuff as directed lead upto one chain (30.5 R.m) and

lift upto 5 feet (1.52 m).

Filling bajri available at site in foundation plinth or under floor,

etc. including dressing, watering, consolidation by ramming in

layers not exceeding 9 inches (229 mm) in depth to full

compaction, complete within a lead of one chain (30.5 R.m)

and lift of 5 feet (1.52 R.m). etc. complete, including all lifts etc.



Providing and laying soling stones 6 inches to 9 inches (152 mm

to 229 mm) size under floors/foundations & where required etc.

including packing with sprawls and chips and consolidating etc.




Amount

(Pak Rs.)

3

A-SCHEDULE ITEMS

All items under this head (Structure work) to be carried out




Due to pitch roof second pera of clause No 1.9 of General

conditions of PWD schedule of rates-2012 will be

applicable for the height of the higher side.

S.No

PWD

Schedule 2012

Ref.No

Description QTY Unit Rate

(Pak Rs.)

EA Consulting

Pvt Ltd


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BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2

2.1 Code -106

Item # 119340 Cft 100 Cft 14,411.43

2.2 Code -106

Item # 12 2100 Cft 100 Cft 15,840.97

2.3 Code -114

Item # 1+134+137 20265 Cft 100 Cft 21,685.85

2.4 Code -114

Item # 4+135+138 2155 Cft 100 Cft 26,704.50

2.5 Code -114

Item # 8+134+137 3550 Cft 100 Cft 22,344.09

SUB STRUCTURE

Providing and laying reinforced cement concrete with using

crushed graded boulders 3/4" inch (19 mm) and down gauge

having a minimum works cube crushing strength of 3750 Ibs. per

sq. inch (23.24 N/mm2 at 28 days) with a mix not leaner than 1:1-

1/2:3 in columns footing of required shape including form work

and its removal, compacting, leveling and curing etc. complete



drawing, standard , specifications and as directed by the

Engineer. Foundation for any type





sq. inch (31.04 N/mm2 at 28 days) with a mix not leaner than

1:1:2 in columns of square or rectangular shape of regular

section including form work and its removal, compacting and

curing etc. but excluding the cost of reinforcement, in

foundation basement and plinth. etc. complete in all respects

as per drawing, standard , specifications and as directed by the

Engineer.

Columns upto plinth





sq. inch (23.24 N /mm 2 at 28 days) with a mix not leaner

than 1:1-1/2:3 in plinth beams of required shape and design

including form work and its removal, compacting and curing

etc. but excluding the cost of reinforcement, foundation



Engineer. Plinth Beams i/c nibs / projections


CONCRETE WORKS

Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse

aggregate) cement concrete using crushed graded boulders

3/4" inch (19 mm) and down gauge in foundation, basement

and plinth including form work, compacting, curing and

removal of form work etc. complete, foundation and basement

up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height

from ground level etc. complete in all respects as per drawing,

standard , specifications and as directed by the Engineer.

Below plinth beam,situ,walls,tanks, over stone soling or where

required (Cylindrical 1000 Psi)



3/4" inch (19 mm) and down gauge in foundation, basement

and plinth including form work, compacting, curing and

removal of form work, etc. complete, foundation and basement

up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height

from ground level etc. complete in all respects as per drawing,


For Cast in situ / mass concrete or where required (Cylindrical

1500 Psi)


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BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.6 Code -114

Item # 166

61205 Kg Kg 123.02

2.7 Code -108

Item # 12

32115 Sft 100 Sft 648.08

2.8

13160 Sft Sft

3

3.1 Code -114

Item #

24+135+138 2440 Cft 100 Cft 30,389.36

Item #

24+135+138+92 2940 Cft 100 Cft 31,338.56 Item #

24+135+138+92+

93 2425 Cft 100 Cft 32,090.01

TERMITE PROOFING

Providing and applying Termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR

emulsifiable to 0.5% with clean water or AGENDA 25 EC

containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN or

TENEKIL PLUS or MIRAGE ALI AKBER GROUP or approved

equivalent as per manufacturer's specifications and instructions.

etc., complete in all respects as per drawing, standard ,


(Note: Plinth Area will be measured one time for payment where

is the number of applications will be three times on all horizontal

& vertical surfaces of the excavation for termite proofing)


SUPER STRUCTURE






1:1:2 in columns of square or rectangular shape of regular

section including form work and its removal, compacting and

curing etc. but excluding the cost of reinforcement, in the

ground floor etc. complete in all respects as per drawing,


Providing and laying hard grade ribbed deformed (minimum

yield point 60,000 psi or 414 Mpa) reinforcement bars with &

including the cost of straightening, cutting, bending, binding,

wastage, and such overlaps as are not shown in the drawings,

placing in position on cement concrete 1:2:4 precast or Ms.

chairs, tying with binding wire, cost of chairs and wires etc. in all

kinds of RCC work in foundation, basement, plinth and ground

floor of building including septic tanks and under ground tanks

and in projections for future extension.etc. complete in all



(Bars to be cut and placed in position at any level according to

the Bar bending schedule prepared by the contractor and

Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49

Kg/sm) on walls and floor in ground floor etc. complete in all





SUB STRUCTURE


Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")

EA Consulting

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BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.2 Code -114

Item #

30+135+138 0 Cft 100 Cft 28,692.59

Item #

30+135+138+92 0 Cft 100 Cft 29,641.79 Item #

30+135+138+92

+93 0 Cft 100 Cft 30,393.24

3.3 Code -114

Item #

38+134+137 2430 Cft 100 Cft 24,839.57

Item #

38+134+137+92 1750 Cft 100 Cft 25,788.77 Item #

38+134+137+92

+93 3450 Cft 100 Cft 26,540.22

3.4 Code -114

Item # 38+136 940 Cft 100 Cft 20,668.60

Item # 38+136+92 550 Cft 100 Cft 21,617.80

Item #

38+136+92+93 970 Cft 100 Cft 22,369.25





1:1:2 in straight walls more than 6 inches (152 mm) thick


etc. but excluding the cost of reinforcement, in foundation



Engineer.

RCC Wall / Shear Wall (Cylindrical Strength 3750 Psi)

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")





than 1:2:4 in straight beams lintels cantilever beams of required

shape or section including form work and its removal,

compacting and curing etc. but excluding the cost of

reinforcement, in basement and ground floor etc. complete in

all respects as per drawing, standard , specifications and as


Bracing beams / lintels / nibs / sills / bands /around opening


Ground Floor

(±0'-0" to +12'-0")

(+28'-0" to +48'-0")





than 1:1-1/2:3 in straight beams lintels cantilever beams of

required shape or section including form work and its removal,


reinforcement, in basement and ground floor etc. complete in

all respects as per drawing, standard , specifications and as


Beams and projections


Ground Floor

(±0'-0" to +12'-0")

First Floor

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")

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3

S.No

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Schedule 2012

Ref.No


(Pak Rs.)

3.5 Code -114

Item #

56+134+137 3945 Cft 100 Cft 24,314.96

Item #

56+134+137+92 945 Cft 100 Cft 25,264.16 Item #

56+134+137+92

+93 4395 Cft 100 Cft 26,015.61

3.6 Code -114

Item #

57+134+137 1280 Cft 100 Cft 23,691.64

Item #

57+134+137+92 0 Cft 100 Cft 24,640.84 Item #

57+134+137+92

+93 3135 Cft 100 Cft 25,392.29

3.7 Code -114

Item #

50+134+137 575 Cft 100 Cft 30,160.60

Item #

50+134+137+92 320 Cft 100 Cft 31,109.80 Item #

50+134+137+92

+93 0 Cft 100 Cft 31,861.25

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")





than 1:1-1/2:3 in ordinary slab more than 6 inches (152 mm) thick

including form work and its removal compacting and curing etc.

complete but excluding the cost of reinforcement, in basement

plinth and ground floor etc. complete in all respects as per


Engineer.





than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches

(152mm) thick including form work and its removal compacting

and curing etc. complete but excluding the cost of

reinforcement, in basement plinth and ground floor etc.



Slab i/c projections (straight & sloping)






than 1:1-1/2:3 in straight stairs and landing of required section


etc. complete but excluding the cost of reinforcement, in

basement plinth and ground floor.etc. complete in all respects

as per drawing, standard , specifications and as directed by the

Engineer.


& Waist slab) (Cylindrical Strength 3000 Psi)

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")



Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")

(+28'-0" to +48'-0")

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Amount

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3

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Schedule 2012

Ref.No


(Pak Rs.)

3.8 Code -114

Item #

114+135+138 225 Cft 100 Cft 33,233.11

3.9 Code -114

Item #

112+135+138370 Cft 100 Cft 33,808.88

3.10 Code -114

Item #

118+135+138215 Cft 100 Cft 30,836.67

3.11 Code -114

Item # 166 39500 Kg Kg 123.02

Item # 166+174 31500 Kg Kg 124.47

Item #

166+174+174 48200 Kg Kg 125.92


(+28'-0" to +48'-0")







placing in position on cement concrete 1:2:4 precast or Ms.

chairs, tying with binding wire, cost of chairs and wires etc. in all

kinds of RCC work in foundation, basement, plinth and ground

floor of building including septic tanks and under ground tanks

and in projections for future extension.etc. complete in all





approved by the Engineer).

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")





1:1:2 in a square of rectangular bottom slab of over head water

tank up to a height of 30 feet (9 m) above ground including

form works and its removal, compacting and curing etc.

complete but excluding the cost of reinforcement .etc.









1:1:2 in straight walls in over head water tank bins, bunkers, intze

tanks and silo up to a height of 30 feet (9 m) above ground

including form works and its removal, compacting and curing

etc. complete but excluding the cost of reinforcement etc.



OH Water Tank Walls






1:1:2 in roof slab of over head water tank up to a height of 30

feet (9 m) above ground including form works and its removal,

compacting and curing etc. complete but excluding the cost of

reinforcement.etc. complete in all respects as per drawing,


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Building Works (Architecture)

1 2 3 4 5 6 7=4 x 6

All items under this head (Architectural work) to be

carried out as per relevant Section of PWD & technical

specifications (Volume-II), Drawings, BSI/ASTM

Standards, complete in all respect and to the entire



General conditions of PWD schedule of rates-2012 will be




4.1 Code -108

Item # 3

Page # 47

+

Code -109

Item # 123

Page # 64



crushed boulders (instead of Screened bajri) of 3/4 inch (19

mm) and down gauge mixed with any approved water

proofing agent including compacting, curing form work and

its removal etc. complete, but excluding the cost of water

proofing agent .etc., complete in all respects as per


satisfaction of the Engineer. 1360 Sft 100 Sft 2,812.71

2" thick DPC

4.2 Code -108

Item # 5

Page # 47






Solid Block Masonry

4.3 Code-110

&

Code-109






curing etc. complete in ground floor superstructure etc.,



Ground Floor

Code-110

Item #

34+92+100+

Code-109

Item # 120Lev (±0'-0" up to +12'-0") 3805 Cft 100 Cft 16040.34

First Floor

Code-110

Item #

34+70+92+100+

Code-109

Item # 120Lev (+12'-0" up to +28'-0") 4740 Cft 100 Cft 16864.11

Code-110

Item #

34+70+2x71+

92+100+

Code-109


Amount

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)

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4.4 Code-110

&

Code-109


6"x8"x12" cement concrete solid block 4 to 6 inches (102mm

to 152 mm) thick using graded crushed boulders (instead



curing etc. complete in all respects as per specifications &


Engineer.

Ground Floor

Code-110

Item #

44+92+100+

Code-109

Item # 120Lev (±0'-0" up to +12'-0") 5882 Cft 100 Cft 16897.84

First Floor

Code-110

Item # 44+70+92+

100+

Code-109

Item # 120 Lev (+12'-0" up to +28'-0") 7410 Cft 100 Cft 17721.61

Code-110

Item #

34+70+2x71+

92+100+

Code-109


4.5 Code-110

Page #

72, 80 & 81




graded crushed boulders (instead of screened bajri) 3/4 inch






Code-110

Item #2+68+74+92

code-109

Item# 120 FOR BLOCK MASONRY STEPS 1150 Cft 100 Cft 17915.71

4.6 Code-112

Item #144

Page # 108



in cavity wall of any description in any floor at any height..850 Kg Kg 181.84




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6 METAL WORKS

6.1 Code -119

Item # 43

Page # 240

Providing and fixing M.S. molded steel door frame of 4" x 2-






No., 12 inch long welded with frame at not less than 20

points), with holes and threads for fixing steel hinges, fitted

with one locking box of same sheet (point welded inside the

frame), 6 Nos. 6 inches long flat iron fixing lugs, of 1-1/4" x 3/16"

section, treated with special red oxide primer coat all around

including cutting holes and filling the cavity with cement

concrete 1:2:4 etc. in any floor at any height. etc., complete

in all respects as per specifications & relevant drawings and

all works to the satisfaction of the Engineer. 645 Rft Rft 157.12

6.2 Code -119

Item # 44

Page # 240

Providing and fixing M.S. molded steel door frames of 5.73" x 2-


18 gauge (1.41 mm) conforming to B.S.S. 1245 having a

double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3

Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6


Nos. 12 inch long welded with frame at not less than 20

points), with holes and threads for fixing steel hinges, fitted

with one locking box of same sheet (point welded inside the

frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16"

section, treated with special red oxide primer coat all around

including cutting holes and filling the cavity with cement

concrete 1:2:4 etc. in any floor at any height complete as

directed by the Engineer-in-Charge

160 Rft Rft 185.34

6.3

Code -122

Item #159

Page # 333


make and shade two coats over and including the cost of

one priming coat at any height in any floor etc., complete in

all respects as per specifications & relevant drawings and all


6.4

Code -119

Item #102

Page # 251


coated aluminum Sliding / fixed & openable /Top hung




95mm x 30mm and 2mm thick including the cost of aluminum




the cost of glass pans.2860 Sft Sft 568.07

6.5

Code -119

Item #120

Page # 254


pipe / Aluminum doors, windows and ventilators etc.

including the cost of labour but excluding the cost of M.S.

square pipe beading, rubber packing and screw in any floor

at any height.

(For Doors, Windows & Fixed Glazing or where instructed)3255 Sft Sft 106.11

6.6

Code -119

Item #119

Page # 254


pipe / Aluminum doors, windows and ventilators etc. including



(For vision panel of door shutters)120 Sft Sft 88.91


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7 WOOD WORKS


7.1 Code-120

Item # 02

Page # 259




drawings, specification and as directed by the Engineer. 110 Cft 100 Cft 4,595.14


7.2 Code-120

Item # 278

Page # 288

Providing and fixing best quality deodar wood projected

beading up to one Sq. inch (6.45 Sqm.) in sections and

required design fixed around the panels of doors, windows

etc., of any description , complete in all respect as per

drawings, specification and as directed by the Engineer. 1450 Rft Rft 35.66

7.3 Code-122

Item # 189

Page # 336

Applying French or spirit polishing, two coat of approved

make on wood work at any height in any floor.645 Sft 100 Sft 1,878.96







(under Mosaic & Porcelain tiles).

Item # 3

Page# 190 Ground Floor 970 Cft 100 Cft 9,442.42

Item # 3+25

Page# 190 &192First Floor

740 Cft 100 Cft 9,684.38

Mosaic Tiles




over a base of 1:2:4 (one cement, two sand and four

screened graded bajri) cement concrete 1 inch (25 mm) thick

laid in panels or pattern including form work, curing, cutting,

rubbing and polishing etc. complete.Item # 12+17


Item # 12+17+25





over a base of 1:2:4 (one cement, two sand and four

screened graded bajri) cement concrete 1 inch (25 mm) thick

laid in panels or pattern including form work, curing, cutting,

rubbing and polishing etc. complete.

Item # 12


Item # 12+25


8.4

Code-117

Item # 159

Page # 209






per direction of the Engineer incharge. 790 Sft 100 Sft 2,572.28


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Ground Floor

Item # 6

Page # 320 Lev (±0'-0" up to +12'-0") 24780 Sft 100 Sft 1,730.74

First Floor

Item # 6+87

Page # 320

& 327 Lev (+12'-0" up to +28'-0") 25560 Sft 100 Sft 1,884.61

Item # 6+87+90

Page # 320, 327

& 328Lev (+28'-0" up to +48'-0") 15695 Sft 100 Sft 2,015.07

Dado & Skirting

9.2 Code-118

Item # 55 + 58

Page# 219








Code-118

Item # 55 + 58


Code-118

Item # 55 + 58+60

Page# 219First Floor 925 Sft 100 Sft 14,567.19

9.3 Code-122

Item # 151

Page # 333

Distempering with vinyl distemper (ICI) Deluxe Painted of



papering, dusting, and filling the holes, cracks and

inequalities, if any, at any height in any floor. 66035 Sft 100 Sft 1,053.54

Puddlo Plaster

9.4 Code-122

Page # 320

3/4'' (19 mm) thick cement plaster (Plain) 1:4 on walls and





Engineer.Item # 8+88 O.H.W.T Plaster 740 Sft 100 Sft 2,572.28





Item # 30 O.H.W.T 20 Kg Kg 86.15

9.6

Code-117

Item # 159

Page # 209






per direction of the Engineer incharge. 2380 Sft 100 Sft 2,572.28


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Engineer.Ground Floor

Item # 6


First Floor

Item # 6+87

Page # 320 &327 Lev (+12'-0" up to +28'-0") 6210 Sft 100 Sft 1,884.61

Item #

6+87+90+90

Page # 320, 327

&328

Lev (+28'-0" up to +48'-0") 4815 Sft 100 Sft 2,145.53

10.2 Code-122

Item # 151

Distempering with vinyl distemper (ICI) Deluxe Painted of



papering, dusting, and filling the holes, cracks and

inequalities, if any, at any height in any floor. 22125 Sft 100 Sft 1,053.54

10.3 Code-124

Item # 182

Page# 361

Providing and fixing Gypsum board 2' x 2'x 12mm tiles ceiling

including Aluminum T & L angle 1" x 1" i.c hanger clips jointing

clips and G.I Wire etc. complete as required in any floor.3240 Sft Sft 71.69



11.1 Code-117

Item #7+25+26

Page# 190 &192






Item #7+25+26

Page# 190 &192 Lev (+15'-0" up to +24'-0") 1110 Sft 100 Sft 4,531.45

Item #7+25+26


Item #7+25+26


11.2

Code-108

Item #27

Page# 50



the roof surface,and washing the surface with water and

filling the depressions using Bituflex: sand mortar

(1.2).Applyingone one primer coal, over moist surface using a

mix of 50 %Bituflex and 50 % water blirded the surface with

saul any floor in any light. 15485 Sft 100 Sft 685.80


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External Plaster






Engineer.Ground Floor

Item # 8


First Floor

Item # 8+88

Page # 320 & 327 Lev (+12'-0" up to +24'-0") 11036 Sft 100 Sft 2,572.28

Item # 8+88+91

Page # 320, 327

& 328 Lev (+24'-0" up to +37'-0") 4820 Sft 100 Sft 2,746.22

Item #

8+88+91+91

Page # 320, 327

& 328 Lev (+36'-0" up to +48'-0") 315 Sft 100 Sft 2,920.16

12.2 Code-122

Item # 83

Page # 327



11.1 23970 Sft 100 Sft 518.48

12.3 Code-122 Painting three coats with weather shield paint deluxe (ICI)






Item # 172 Ground Floor to Roof 24560 Sft 100 Sft 1,406.88


13EXTERNAL FINISHES OTHER THAN BUILDING

(NON COVERED AREA)






Engineer.

Item # 8+37


13.2 Code -108

Item # 5

Page # 47






13.3 Code -117

Item # 32

Page # 192

Providing and laying floor of 3/4 inch (19 mm) thick white

marble tiles up to 36 Sq. inch (232 sq.cm) size fine dressed on

the surface without windings in ground floor and laid over 1

inch (25 mm) thick lime mortar 1:2 (one lime, two sand) setting

the tiles with grey cement slurry over lime mortar, jointing &

washing the tiles with white cement slurry including curing,

rubbing and polishing etc. complete, including the cost of

mortar.755 Sft 100 Sft 15,685.68

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HORTICULTURE WORK

13.4 Code-126

Item # 1

Page# 392

Rough dressing of the area for lawn including picking stones,

pebbles, stubble, grass roots and other injurious matters and

breaking of clods complete including disposal of rubbish

within 3 chains (92 m). 3940 Sft 100 Sft 103.32

13.5 Code-126

Item # 6

Page# 392

Supplying and stacking approved garden soil (sweet earth)

free from salts, pebbles and grass roots etc. including all leads

and lifts. 1970 Cft 100 Cft 4,003.42

13.6 Code-126

Item # 7

Page# 392

Spreading approved garden soil (sweet earth) in uniform

thickness including mixing and breaking clods and dressing

fine for grassing including disposal of rubbish within 3 chains

(92 m) complete . 1970 Cft 100 Cft 193.38

13.7 Code-126

Item # 2

Page# 392

Supplying and stacking well decayed cowdung manure from

approved source including all leads and lifts.985 Cft 100 Cft 2,578.40

13.8 Code-126

Item # 3

Page# 392

Spreading cowdung manure and mixing the same up to any

depth in the prepared bed including breaking clods, dressing

fine for grassing, including, disposal of rubbish within 3 chains

(92 m) complete. 985 Cft 100 Cft 107.74

13.9 Code-126

Item # 11

Page# 392

Supply live (Dacca) grass in slabs with earth intact including

all lead and lifts.3940 Sft Sft 17.60

13.10 Code-126

Item # 13

Page# 392

Grassing fine by dribbling grass roots 3" apart including

watering, weeding till such time the grass is set and becomes

green and is fit for mowing 3940 Sft 100 Sft 244.19

13.11 Code-122

Item # 172

Page # 334









38mm thick Diamond jumbolon-Board.



having density 35kg/cum, for cavity wall with rebated edge

as per manufacturer's specifications, as shown in the drawing

etc., complete in all respects as per drawings, specification

and as directed by the Engineer. 0 Sft Sft








manufacturer's specifications & recommendations complete

in all respects as per drawings, relevant specifications and as

directed by the Engineer. 410 Sft Sft


B-NON SCHEDULE ITEMS

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6 METAL WORKS

MS Screen




angle, design pattern with MS tube100mm x 50mm x 2.5mm

as shown on drawing including all required hard ware &



manufacturer's specification etc., complete in all respect as


Engineer.










manufacturer's specification etc., complete in all respect as


Engineer.



S.S Staircase Railing

6.3 N.S.I Providing, fabricating, welding & fixing in position Stainless

Steel grade 304 staircase railing comprising of 50mm dia SS

pipe hand rail, 10mm dia intermediate rail in three stages &

50mm x 6mm thick SS Flate balustrade (2 Flate makes one

balustrade) in alternate steps as shown on drawing including

all required accessories such as base plate, cap, different size

of ss Flate, nuts & bolts etc. fixing arrangement (Drilling &

grouting) etc., with SS hardware etc., complete in all respects

as per drawing, standard, specifications and direction of the

Engineer. 110 Rft Rft

6.4 MS Hand Rail

N.S.I Providing, fabricating, welding & fixing in position MS hand





arrangement (Drilling & grouting)etc. including three coat of

approved colour enamel paint over one coat od primer

(Paint will be paid in separate item, refer BOQ Item # .....)

complete in all respects as per drawing, standard,

specifications and direction of the Engineer. 180 Rft Rft

6.5 MS Louvered Door

N.S.I Providing, fabricating, welding & fixing in position MS louver

door comprising 100mm x 50mm main tube frame, 18 Swg MS

louvers as shown on drawing, three coat of approved colour


separate item, refer BOQ Item # .....) etc., including required

hard ware such as hinges, hold fast, Sliding bolt/ALdrop &

china black clour waterproof Shackle Pad lock 76mm,

complete in all respect as per drawing, standard,




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Monkey Ladder

6.6 N.S.I Providing, fabricating, welding, bolting & fixing in position MS

Access/Monkey ladder comprising MS Flat steel 2" x 3/8" thick

( Vertical member) weld with 8" x 8" x 3/8" thick steel plate

bolt to Rcc slab, 8" x 3" x 3/8" thick steel plate weld to vertical

flat and bolted to wall, 3/4" dia solid steel bar welded to flat

@ 12" C/C, as shown on drawing, three coat of approved

colour enamel paint over one coat od primer (Paint will be

paid in separate schedule item, refer BOQ Item # .....) etc.,

including required hard ware complete in all respect as per

drawing, standard, specifications and direction of the

Engineer.


additional cost) for approval prior to start of work.

210 Kg Kg

6.7 Providing and fixing Anti-Oxidation Aluminum Spacer Bar for




packing and screw etc., in any floor at any height.60 Rft Rft

Sky Light

6.8 N.S.I Providing, fabricating and fixing double glazed waterproof

Roof Skylight comprising of coloured anodized premium

quality heavy duty Aluminum section for framing (consider

Curtain wall section for pricing) of Pakistan Cable or

equivalent approved manufacturers, 12mm thick clear

tempered & laminated glass in inner face, 12 mm air-

gap/spacer & 12mm thick clear tempered glass in outer

face (12mm+12mm air-gap+12mm) including all required

accessories & hardware such as Neoprene Gaskets, silicon

sealant etc. , Skylight to be fixed on top of roof at any height

over Rcc or masonry wall. Complete in all respects as per

drawings, specification and as directed by the Engineer.

(Contractor to submit the shop drawing/detail design without

any cost for approval before start of work) 0 Sft Sft

6.9 N.S.I Providing and fixing Tinted glass panes 6mm thick to wooden

door, fixed glazing, windows, ventilators or where required etc.


screw etc., in any floor at any height.670 Sft Sft


7 WOOD WORKS

DOOR SHUTTERS



without vision panel. Comprising of 6mm thick lamination

sheet (manufacturer pressed lamination sheet over lasani

board) on either side, over all around best quality Partal or

approved wood frame 50mm wide horizontal, vertical & cross

/diagonal & 150mm wide lock rail in full length, hollow area

except framing to be filled with the approved rough wood, 1-

1/2" x 1/2" thick Golden teak wood edge lipping all around.

The door shutter mechanically pressed by standard

manufacturers under power driven hydraulic press as

approved by the Engineer, with and without vision glass panel

(vision glass panel will be paid separately, in BOQ item # ....)

including with and without vision glass panel, nails, glue or any

required hardware's and applying solignum for termite

treatment, at any height & any floor etc., complete in all

respects as per drawing, standard , specifications and

direction of the Engineer.

(Note: Cost of Ironmongery such as Hinges, Tower bolts, 1170 Sft

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7.2 N.S.I Providing, Making & fixing in position Solid Phenolic Core

frame less door shutter of approved colour & thickness,

equivalent approved manufacturer, including door

hardware's such as corner fasteners, Auto return Hinges, Latch,

indicator door Locks, Stay, Handle, etc., in any floor & any

height as shown in drawings, complete in all respect as per

drawing, specifications and entire satisfaction of the Engineer 0 Sft Sft



(lamination should be on both side of board) , premium

quality aluminum sections Frame of Pakistan Cable/ Krudson

or equivalent approved manufacturers fixed on Rcc &

masonry surface , fitted in Neoprene Gaskets including all

required Hardware (all hardware should be in stainless steel )

hinges, handles, latch,locks, stays etc. Including silicon

sealant to all external junction between structure and door to

give water/wind proof seal . complete in all respect as per

drawing, standard specifications and direction of the

Engineer.(Contractor to submit the shop drawing for approval 150 Sft Sft





prior to execution etc., complete in all respects as per


Engineer.S.S Door hinges 4" long 368 Each Each

SS Dead Lock complete set 18 Each Each

SS Pull Handle 12 inch long 34 Each Each

SS Pull Handle 36 inch long 10 Each Each


& Liver handle) for rooms 44 Each Each

SS Tower Bolt 24" long 8 Each Each

SS Tower Bolt 8" long 80 Each Each

SS Door stopper 71 Each Each


Coat & Head Hook 21 Each Each

7.5 Wooden Cabinets

N.S.I Providing making and fixing in position floor mounted lower







including any termite treatment, providing & applying 03

coats of approved colour shade lacquer polish by Jaffar

Brothers or similar approved as per manufacturer's instruction

& specification including all required hardware's for fixing



(Front face will be measured for payments) 40 Sft Sft

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1 2 3 4 5 6 7=4 x 6

Amount

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)



made of 3/4" thick colored laminated (both side) Lasani


Deodar wood lipping 3/8" thick, 3" x 1-1/2" thick Partal wood

frame, 6mm one side laminated Lasani board back complete

with all accessories i.e. imported hinges, locks, magnetic

catchers, best quality handles etc., including any termite

treatment, providing & applying 03 coats of approved colour

shade lacquer polish by Jaffar Brothers or similar approved




works to the satisfaction of the Engineer. (Front face will be 40 Sft Sft



Porcelain Tiles


porcelain tiles 12" x 24" (imported but not made od china/Pak


over a base of 1" thick cement mortar (1:3) including jointing

to tiles with joint filler of approved quality as per direction of

the Engineer in charge. Complete in all respects as per



Base price of tile 1800/Sqm.0 Sft Sft





CC members etc., jointing, grouting, chamfering edging/half

D gola around the counter top, finishing, maintaining proper


as per specifications and as directed by the Engineer. 75 Sft Sft

8.3 N.S.I Providing and laying Terrazzo tiles 13" x 12" x 1" thick for Treads

with bull nosing & 3nos horizontal V- grooves at any floor

including 1:3 screed bedding with mortar including jointing

with grouting material of approved quality & grinding,

polishing etc. (overall thickness as shown in the drawings)

complete in all respects, as per drawings, specifications and

as directed by the Engineer. 500 Sft Sft

8.4 N.S.I Providing and laying Terrazzo tiles 12" x 6" x 1/2" thick for Risers

at any floor including 1:3 screed bedding with mortar

including jointing with grouting material of approved quality &

grinding, polishing etc. (overall thickness as shown in the

drawings) complete in all respects, as per drawings,

specifications and as directed by the Engineer. 190 Sft Sft

8.5 N.S.I Providing & Laying Natural stone 24" x12" & 12" x12", 1" & 1-

1/2" thick rough finished approved local stone on entrance

steps & floor (straight, curved, arches etc.) with cement sand

mortar 1:2 and in any pattern in as per direction of the

engineer-in-charge including the cost of curing, making the

stone surface rough flat etc. complete in all respects as per


satisfaction of the Engineer. (at any height any floor) 3590 Sft Sft


EA Consulting

Pvt Ltd


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BILL OF QUANTITIES



1 2 3 4 5 6 7=4 x 6

Amount

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)


Porcelain Tiles


porcelain tiles 12" x 24" (Polished), (imported but not made od

china/Pak made) on walls, in any floor, laid with dry bond



per direction of the Engineer in charge. Complete in all



Base price of tile 1800/Sqm.0 Sft Sft

Entrance Steps Riser, Dado & Skirting

9.2 N.S.I Providing & Laying Natural stone 24" & 12" x6" x 1/2" thick

rough finished approved local stone on riser, wall/ Dado/

Skirting /coping with cement sand mortar 1:2 in ground floor

setting of stone tiles in slurry of grey cement over mortar base

including filling of joints with cement slurry of matching colour

curing etc. complete. Sft



Gypsum board false ceiling

10.1 N.S.I Providing, fabricating and fixing Gypsum board (4'-0" x 8'-0" x

1/2" (12mm) thick false ceiling including adjustable metal

framing suspension system, MS flash gap and required hard

wares jointing tap etc., all cutting for light fixtures & other

design feature with providing & applying three coat of

matte enamel paint of approved make & color shade over

one coat of primer coat, filling putty etc. complete in all

respects as per drawings, relevant specifications and as

directed by the Engineer. (Rates for False Ceiling shall include

Bulkheads, Light Pelmets etc.) 810 Sft Sft



Providing & laying complete roof treatment at any floor and




11.1 N.S.I Providing and laying 1" thick average levelling CC screed

over Rcc slab for achieving leveled surface with (1:4) cement

sand mortar, complete in all respect and as per drawing &

specification and to the entire satisfaction of the Engineer. 1290 Cft Cft





complete as per manufacturer's specifications, instruction &

as shown in the drawing etc., complete in all respects as per

drawings, specification and as directed by the Engineer. 0 Sft Sft.





specifications, instruction & as shown in the drawing etc.,


directed by the Engineer. 15485 Sft Sft.

EA Consulting

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1 2 3 4 5 6 7=4 x 6

Amount

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)




per drawings, specifications and as directed by the Engineer.15485 Sft Sft.



12.1 N.S.I Providing and making screen wall 6" thick (with 2" thick

double screen) comprising of 1:2 precast reinforced cement

concrete jali 6" x 6" x 3" (Square shape Jali 3" depth with

approved wall thickness, outer size of jali) in grey colour &

required shape/Pattern including 1/4" dia steel reinforcement

mesh as per design center to center, form works and its

removal, compacting and curing etc. in any floor & any

height, complete in all respects as per specifications &


Engineer. 1010 Sft Sft

12.2 N.S.I Providing & Laying free fom natural stone wall cladding

random stone 1" & 1-1/2" thick rough finished approved local

stone on wall (straight, curved, arches etc.) with cement sand



stone surface smooth etc. complete in all respects as per


satisfaction of the Engineer. (at any height any floor)3555 Sft Sft

Fair Faced Plaster12.3 N.S.I Providing and applying Ressi Plastorend-110 (6mm thick) with




scaffolding, curing etc. at any height & any floor etc.,

complete in all respects as per drawing, specifications and or

as directed by the consultant / Engineer. (excluding cost of

rough cast plaster)i) Grey colour 0 Sft Sft

ii) Beige colour 0 Sft Sft

LOGO12.4 N.S.I Providing, making, finishing and fixing in position of university

LOGO, IMAGE & LETTERING. 8'-3" dia LOGO made of 12 swg

MS Sheet with the university symbolic image & letter

"UNIVERSITY OF BALTISTAN SKARDU" (In English & Urdu), fixed to

walls 3" projected with 1" dia & 6" long steel Hilti/rowel bolts

including three coats of approved colour enamel paint over

a one coat of red oxide primer paint etc. complete in all


works to the satisfaction of the Engineer. 0.Each Each

12.5 N.S.I Providing, making and finishing lettering "ADMIN "on External

wall with 2" Embossed cement, sand Plaster 1:2 (1 cement & 2

sand) as per drawing dimension includes three coats of

plastic emulsion paint and preparation of surface with filling

manufactured by ICI, all nails, screws, glues etc. complete in

all respects as per specifications & relevant drawings and all



ELECTRICAL WORKS

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2

3

4

5

6


1

2

3

4

5

6

7

8


Electrical SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT

CONDUITS & PIPES


CEILING FANS

WALL BRACKET FANS








WIRING ACCESSORIES

LIGHTING FIXTURES

UPS SYSTEM

EARTHING SYSTEM



EA Consulting


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BILL OF QUANTITIES


Electrical Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS





10 P/Meter 213.65


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







35 Each. 138.22






243 Each. 396.44






47 Each. 514.58





Clipsal make)

24 Each. 943.58


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)


a) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated






495 Meter 141.27

b) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated





2,410 Meter 125.29

c) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated





1,205 Meter 125.29

d) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated





775 Meter 141.27

e) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated





600 Meter 141.27





(DB to 13A outlet)

755 Meter 185.94






570 Meter 185.94





(DB to 15A outlet)

1,060 Meter 185.94


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







86 Each. 2,088.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







1 Each. 1,884.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







14 Each. 1,286.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES



















respect.

5 No.

d) Providing and Construction of Manhole Size 3'-0" x 3'-0"





2 No.

e) Providing and Construction of Handhole Size 2'-0" x 2'-





6 No.


EA Consulting


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Electrical Works

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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










respect.

i MDB-GF (Admin) with 50 kVAR PFI Panel 1 No.

ii SMDB-GF (Admin) 1 No.

iii DB-GF-1 1 No.

iv DB-GF-2 1 No.

v DB-GF-3 1 No.

vi HDB-GF 1 No.

vii DB-1F-1 1 No.

viii DB-1F-2 1 No.

ix HDB-1F 1 No.

x UDB-GF-1 1 No.

xi UDB-GF-2 1 No.

xii UDB-1F 1 No.


EA Consulting


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Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










a) 4 Core, AL/PVC/PVC Cable (600/1000V)

i 4C, 120 Sqmm AL/PVC/PVC 75 Rm.

b) 1 Core, AL/PVC Cable as ECC (450/750V)












ii 4C, 16 Sqmm Cu/PVC/PVC 10 Rm.

iii 4C, 10 Sqmm Cu/PVC/PVC 100 Rm.

iv 4C, 6 Sqmm Cu/PVC/PVC 75 Rm.




iii 1C, 6 Sqmm Cu/PVC 225 Rm.


EA Consulting


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AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)








respects.

i Two Gang Switch 10A 13 No.




v 20A, Double Pole Switch with neon indicator 6 No.


vii 15A, 3-Pin Switch Socket Outlet (Weatherproof type) 3 No.

viii 20A, Flux Outlet 6 No.

ix 32A, 5-Pin Industrial Socket with Plug top 8 No.

b) Supply, installation, testing and commissioning of Floor

Box (imported), 14 SWG Sheet Steel with all

accessories, as per drawings, specifications and site

requirements, complete in all respect.

Note: Excluded of all Sockets and Face plates.

5 No.


EA Consulting


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Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 LIGHTING FIXTURES









fixtures details.


LED lamp

136 No.

ii Recessed mounted LED Panel Light Fixture (IP-20) with

1x40W LED lamp

55 No.


1x20W LED lamp

55 No.

iv Surface mounted LED Downlight Fixture (IP-20) with

1x18W LED lamp

25 No.

v Recessed mounted LED Downlight Fixture (IP-20) with

1x12W LED lamp

29 No.

vi Recessed mounted LED Spot Downlight Fixture (IP-20)

with 1x8W LED lamp

6 No.

vii Wall / Surface mounted LED Bi-Directional Light Fixture


40 No.

viii Recessed mounted LED Ramp Light Fixture (IP-65) with

1x6W LED lamp

24 No.

ix Surface mounted LED Planter Light Fixture (IP-65) with

1x12W LED lamp

6 No.

x Surface / Wall mounted LED Flexible Tube / Strip Light

Fixture (IP-20) with 12W/meter

65 Rm.


following items including all connecting accessories

as per drawings, specifications, complete in all

respects.i Fan Hook M.S.Box with colour coated 86 No.


EA Consulting


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Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 UPS SYSTEM








- No.

b) Supply, installing, testing and commissioning of True







- No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

7 EARTHING SYSTEM












test reports.



1 No.







respect.



EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)






1 No.











all respect.

1 No.




1 No.






transportation etc., as per drawings and


test reports.

1 No.





1 Job




elevation of the building & at ground level

connecting Lightning protection pits to power

earthing pits, including all fixing accessories etc., as

per drawings, specification & site requirement

necessary for the functioning of the system, complete

in all respect.

15 Rm.


ELV WORKS

EA Consulting

(Pvt) Ltd


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BILL OF QUANTITIES


ELV Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1


1

2

3

4

5

6

7

8

ELV SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT

CCTV SYSTEM




CONDUITS & PIPES


Equipment Only)

PUBLIC ADDRESS / VOICE EVACUATION SYSTEM






CABLE TELEVISION SYSTEM (CATV)

EA Consulting


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BILL OF QUANTITIES


ELV Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS





335 P/Meter 213.65


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES



















respect.

19 No.






1 No.


EA Consulting


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ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2









in all respect.


ii 12U Data Rack with PDU's (800mmx800mm) 2 No.





7 No.





90 No.





91 No.

e) Supply, installation, testing and commissioning of Dual

RJ-45, Cat-6 outlet for Data with shutter type and 16

SWG back box including tagging, as per drawing and


1 No.





8 No.


Single RJ-45, Cat-6 outlet for Projector with shutter type



3 No.

h) Supply, installation, testing and commissioning of

Single RJ-45, Cat-6 outlet for Bio Metric Machine with

shutter type and 16 SWG back box including tagging,


respect.

1 No.

j) Supply, laying, termination, testing and commissioning


Voice, Camera, Projector and Access control system)

in 25mm dia PVC conduit concealed / surface from

each outlet to IDF racks, including tagging and piping

with all necessary accessories, complete in all respect.

5,920 Rm.

k) Supply, installation, testing and commissioning of 24




respect.

11 No.

EA Consulting


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AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

l) Supply, installation, testing and commissioning of 24




3 No.

m) Supply, installation, testing and commissioning of 19"






14 No.

n) Supply, installation, testing and commissioning of CAT-






o) Supply, laying, termination, testing and commissioning





120 Rm.

p) Supply, laying, termination, testing and commissioning







60 Rm.

q) Supply, installing, testing and commissioning of




ii 1x50 Pair IDC Block 2 No.

r) Supply, installation, testing and commissioning of PABX

with Analog (8+300) Nos. trunck ports E & M Ports with

Analog extensions Ports including auto attendant

multiple voice recording and all required accessories,


respect.

1 No.

s) Installation, testing and commissioning by







1 Job.


EA Consulting


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(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 PUBLIC ADDRESS / VOICE EVACUATION SYSTEM


of Wiring for complete PA System with 2C - 1.5 Sq.mm

shielded, twisted pair Fire Resistant Cable in 25 mm dia

PVC conduit concealed as per drawing and

specification. Complete in all respect.

255 Rm.

b) Supply, wiring and testing of PA Microphone points

with Microphone Cable in 25mm dia PVC Conduit,

recessed / surface in wall and ceiling, complete in all

respects.

1 Job.

c) Supply, installation, testing and commissioning of PA

System complete with all connecting accessories

comprising of the following equipment, as per


i Remote Microphone for upto 3 Zones with frequency

response 100 Hz to 20 KHz and unidirectional electret

condenser microphone gooze neck table type with

RJ45 connector with shielded twisted pair cable with

indicators for power, failure, broadcast switch,

covered switch, as per drawing and specification,


1 No.

ii System Manager with built in Amplifier for 4 channel

and built in Modular type massage manager with

2x150W Power Amplifier module with frequency

response 40 Hz to 20 KHz and 100V output voltage

(EN54 compliant), as per drawing and specification,


1 No.

iii Power supply manager with RJ45 female connector

for connecting the system and cascade connection

with shielded twisted pair straight cable and with

indications battery check, charging circuit failure,

battery failure (EN54 compliant), as per drawing and

specification, complete in all respects.

1 No.

iv Providing & Connecting of Inter Connects Cables etc. 1 Job.

v 19' Rack Cabinet with Glass Door to accommodate

above equipment's located at Security room as per


1 No.


following type Speakers of Architect Approved color,


respects.i 6W Ceiling mounted Speakers with Tapping

Transformers (1,1.5,3,4.5,6W), EN54 Compliant.

21 No.

e) Installation, testing and commissioning, Programming

by Manufacturer Authorized Agent / Dealer and

handing over complete PA System to Owner with


manual and warranty documents to Owners

representative.

1 Job.


EA Consulting


(PACKAGE-II)

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ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

4 CCTV SYSTEM











8 No.

b) Installation, testing, commissioning, programming by





1 Job.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







- No.




- No.




- No.




in all respect.

- No.





- No.




- No.




respect.

- No.






Representative.

- Job.


NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

EA Consulting


(PACKAGE-II)

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ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)









respect.

565 Rm.





68 No.


Addressable Photoelectric Heat Detector with base



4 No.





12 No.





12 No.

f) Supply, installation, testing and commissioning of 01





1 No.

g) Installation, testing and commissioning, Softwear,






1 Job.


EA Consulting


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ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










46 No.

b) 3W, Emergency light with self contained Battery,




6 No.

c) 3W, Exit light with self contained Battery, 24m viewing,



(non-maintained)

24 No.


approval.


EA Consulting


(PACKAGE-II)

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ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

8 CABLE TELEVISION SYSTEM (CATV)

a) Supply, installation, testing and commissioning of TV

outlet face plate with 16 SWG back box, complete in

all respects.

1 No.

b) Supply and installation of CATV 1x4 Way TVJB Splitter

Box, complete in all respects.

1 No.

c) Supply and installation of CATV RG-06 Co-axial 75

ohms shielded cable in 25mm dia PVC conduit from

box to TV outlet, complete in all respects.

25 Rm.


PLUMBING WORKS

EA Consulting


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Plumbing Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2


1

2

3

4

PLUMBING SUMMARY

DESCRIPTION

MAN HOLES


FIRE FIGHTING WORKS


Add ___% Premium on Plumbing Works of PWD-2012


PLUMBING FIXTURES

WATER SUPPLY WORKS

DRAINAGE WORKS



EA Consulting


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(Admin Block)

Plumbing Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS

1 MAN HOLES:

315 -17 /

Pg:82



















4 Nos 32,777.77


306 - 21 / Pg:

57









306 - 27 / Pg:



AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Admin Block)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

PLUMBING FIXTURES:

1






Engineers Approval.

13 Nos

2




Engineers Approval.

4 Nos

3






15 Nos

4




engineers approval.

4 Nos

5

Providing and fixing of Shower head with shower mixer

having maximum flow of 9.5 lpm, as specified by

architect in Fixture schedule, per drawings,

specifications and Engineers Approval.

1 Nos






e Robe Hooks 15 Nos



EA Consulting


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Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

WATER SUPPLY:








i 3/4" dia 570 Rft

ii 1" dia 200 Rft


iv 1 1/2" dia 280 Rft

v 2" dia 30 Rft

2 ISOLATION VALVES:





i 3/4" dia 1 Nos

ii 1" dia 1 Nos


iv 1 1/2" dia 5 Nos

v 2" dia 1 Nos





approval.







Engineers approval.

i 3/4" dia 570 Rft

ii 1" dia 200 Rft


iv 1 1/2" dia 280 Rft

v 2" dia 30 Rft

Continued..

EA Consulting


(PACKAGE-II)

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Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

5 WATER COOLER:









approval.

4 Nos

i WC - 01 to 04 ( Capacity 32 GPH )







Engineers approval.

4 Nos








Continued..

EA Consulting


(PACKAGE-II)

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(Pak Rs.) S.No

PWD

Schedule

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(Pak Rs.)






iiConnection to overhead water tanks using Float

switch2 Nos



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(Pak Rs.) S.No

PWD

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2012 Ref.No


(Pak Rs.)

DRAINAGE WORKS:








approval.

i 2" dia 150 Rft

ii 3" dia 380 Rft

iii 4" dia 260 Rft








24 Nos



respects.

i 2" dia - Nos

ii 3" dia 2 Nos

iii 4" dia 2 Nos

Continued..

EA Consulting


(PACKAGE-II)

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(Admin Block)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

3 GULLY TRAPS:




Engineers approval.

5 Nos


EA Consulting


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Plumbing Works

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(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)










HVAC WORKS

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HVAC Works

S.NO: AMOUNT

A SCHEDULE ITEMS


1

2

3

4

5

HVAC SUMMARY

DESCRIPTION

CIVIL WORKS


Add ___% Premium on HVAC Works of PWD-2012


DX-HEAT PUMP TYPE SPLIT A/C UNIT

HVAC FANS

CONDENSATE DRAIN PIPE & INSULATION



SHOP DRAWINGS

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HVAC Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

EA Consulting


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HVAC Works

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(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 DX-HEAT PUMP TYPE SPLIT A/C UNIT:

Supply, Installation, testing, balancing &

commissioning of DX- Heat pump type Split type Air

Conditioning Units, Wall Mounted Decorative type

indoor and condensing unit, as shown on the

drawings, as specified in equipment schedule and as

per technical specifications including thermostat,

copper piping with insulation and Refrigerant Tray on

expose piping, control cable, electric wiring, hanger

supports & accessories, and all needed material

required for installation and to the satisfaction of

Engineer incharge.

GROUND FLOOR:





FIRST FLOOR:





v DX - 05 to 10 ( Capacity - 1.5 TR) - Nos

vi DX - 11 to 14 ( Capacity - 1.5 TR) - Nos

SECOND FLOOR:

i DX - 01 & 02 ( Capacity - 1.5 TR) - Nos


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Admin Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

2 HVAC FANS:

Supply, installation, testing & Commissioning of HVAC

Fans, as per equipment schedule, including hanger &

supports and as per shown on the drawings and as

specified in technical specifications and to the

satisfaction of Engineer incharge.

GROUND FLOOR:

i EF - 01 ( 250 CFM ) 1 Nos

ii EF - 02 ( 250 CFM ) 1 Nos

iii EF - 03 ( 250 CFM ) 1 Nos

iv EF - 04 ( 250 CFM ) 1 Nos

v EF - 05 ( 250 CFM ) 1 Nos

vi EF - 06 ( 250 CFM ) 1 Nos

vii EF - 07 ( 250 CFM ) 1 Nos


ix EF - 09 ( 250 CFM ) 1 Nos

FIRST FLOOR:

i EF - 01 ( 250 CFM ) 1 Nos

ii EF - 02 ( 250 CFM ) 1 Nos

iii EF - 03 ( 250 CFM ) 1 Nos

iv EF - 04 ( 250 CFM ) 1 Nos

v EF - 05 ( 250 CFM ) 1 Nos

vi EF - 06 ( 250 CFM ) 1 Nos

vii EF - 07 ( 250 CFM ) 1 Nos


ix EF - 09 ( 250 CFM ) 1 Nos

x EF - 10 ( 250 CFM ) 1 Nos


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Admin Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

3 CONDENSATE DRAIN PIPE & INSULATION:Providing and fixing, uPVC Class 'E' pipes and fittings

as per BS 3505 (EN 1401) with Foam insulation for

Condensate Water drain including fittings, bends,

cuttings, filling, hanger & supports etc. as indicated on

drawings, as per specifications and Engineers

approval.i 1" dia 490 RFt

ii 1 1/4" dia 230 RFt

iii 1 1/2" dia 70 RFt


EA Consulting


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BILL OF QUANTITIES

(Admin Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

4 CIVIL WORKS:

Making and cutting in walls, slabs and preparation of

RCC foundation for Condensing Unit and all other

work such as Openings, Penetrations, Pipe Sleeves,

plaster finish etc as directed by Engineer Incharge,


1 Job


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Admin Block)

HVAC Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

5 SHOP DRAWINGS:

Providing Shop Drawings and As Built Drawings in A1

size with Electronic Copies, as specified in technical

specifications, as advised by the Consultant,


1 Job


MAIN GATE GUARD & UGWT

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate Guard

& UGWT)

S.NO: Amount

1 Civil Works

2 Electrical Works

3 ELV Works

4 Plumbing Works


GRAND SUMMARY

CIVIL WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate Guard & UGWT)

Civil Works

S.NO: Amount

A SCHEDULE ITEMS

1

2

3

4

5

6

7

8

9

10



13

B NON-SCHEDULE ITEMS1

2

3

4

5

6

7

8

9

10





METAL WORKS

WOOD WORKS

FLOOR FINISHES

WALL FINISHES

CEILING FINISHES


CEILING FINISHES


AREA)




EARTH WORKS

SUB STRUCTURE

SUPER STRUCTURE

MASONRY WORKS

WALL FINISHES

Civil SUMMARY

Description

EARTH WORKS

SUB STRUCTURE

SUPER STRUCTURE

MASONRY WORKS


METAL WORKS

WOOD WORKS

FLOOR FINISHES

EA Consulting

Pvt Ltd


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BILL OF QUANTTIES



1 2 4 5 6 7 = 4 x 6

1

1.1 Code -103,



Item # 2+28+28 From -5' - 0" to -8' - 0" 5270 Cft 100 Cft 767.84

Item #

2+28+28+28 From -5' - 0" to -8' - 0" 5270 Cft 100 Cft 845.19

1.2 Code -104

Item #4

7170 Cft 100 Cft 261.80

1.3 Code -117

Item #1

1115 Cft 100 Cft 3,251.34

EARTH WORKS

Excavation for foundation trenches and drains in gravelly soil

and back filling the excavated material in foundation


watering, consolidation by ramming in layers not exceeding

9 inches (229 mm) in depth to full compaction, dressing and

disposal of surplus excavated stuff as directed lead upto one

chain (30.5 R.m) and lift upto 5 feet (1.52 m).

Filling bajri available at site in foundation plinth or under floor,

etc. including dressing, watering, consolidation by ramming

in layers not exceeding 9 inches (229 mm) in depth to full

compaction, complete within a lead of one chain (30.5 R.m)

and lift of 5 feet (1.52 R.m). etc. complete, including all lifts

etc. complete in all respects as per drawing, standard ,


Providing and laying soling stones 6 inches to 9 inches (152

mm to 229 mm) size under floors/foundations & where

required etc. including packing with sprawls and chips and

consolidating etc. complete in all respects as per drawing,



Amount

(Pak Rs.)

3

A-SCHEDULE ITEMS

All items under this head (Structure work) to be carried

out as per relevant Section of PWD & technical





General conditions of PWD schedule of rates-2012 will

be applicable for the height of the higher side.

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

EA Consulting

Pvt Ltd


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BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2

2.1 Code -106

Item # 113575 Cft 100 Cft 14,411.43

2.2 Code -106

Item # 12 810 Cft 100 Cft 15,840.97

2.3 Code -114

Item # 1+134+137 11670 Cft 100 Cft 21,685.85

2.4 Code -114

Item # 4+135+138 1070 Cft 100 Cft 26,704.50

2.5 Code -114

SUB STRUCTURE


crushed graded boulders 3/4" inch (19 mm) and down

gauge having a minimum works cube crushing strength of

3750 Ibs. per sq. inch (23.24 N/mm2 at 28 days) with a mix

not leaner than 1:1-1/2:3 in columns footing of required

shape including form work and its removal, compacting,

leveling and curing etc. complete but excluding the cost of

reinforcement, in foundation basement and plinth etc.









not leaner than 1:1:2 in columns of square or rectangular

shape of regular section including form work and its removal,


reinforcement, in foundation basement and plinth. etc.



Columns upto plinth





3750 Ibs. per sq. inch (23.24 N /mm 2 at 28 days) with a mix

not leaner than 1:1-1/2:3 in straight walls more than 6 inches

(152 mm) thick including form work and its removal,


reinforcement, in foundation basement and plinth etc.



CONCRETE WORKS


coarse aggregate) cement concrete using crushed graded

boulders 3/4" inch (19 mm) and down gauge in foundation,

basement and plinth including form work, compacting,

curing and removal of form work etc. complete, foundation

and basement up to 5 feet (1.52 m) depth and plinth up to 4

feet (1.2 m) height from ground level etc. complete in all






coarse aggregate) cement concrete using crushed graded

boulders 3/4" inch (19 mm) and down gauge in foundation,

basement and plinth including form work, compacting,

curing and removal of form work, etc. complete, foundation

and basement up to 5 feet (1.52 m) depth and plinth up to 4

feet (1.2 m) height from ground level etc. complete in all




1500 Psi)


EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

Item #

30+134+137 285 Cft 100 Cft 24,922.64

2.6 Code -114

Item #

64+134+137 90 Cft 100 Cft 25,033.18

2.7 Code -114

Item # 8+134+137 1000 Cft 100 Cft 22,344.09

2.8 Code -114

Item #

99+135+138 2570 Cft 100 Cft 23,123.76

2.9 Code -114

Item #

104+135+138 770 Cft 100 Cft 28,412.51

RCC Wall / Shear Wall (Cylindrical Strength 3000Psi)

UGWTank Bottom Slab






not leaner than 1:1:2 in top slab of rectangular

underground water tank or septic tank including form work

and its removal, compacting and curing etc. but excluding

the cost of reinforcement, foundation basement and

plinth.etc. complete in all respects as per drawing, standard

, specifications and as directed by the Engineer.

UGWTank Top Slab






not leaner than 1:1-1/2:3in flat circular slab more than 6

inches (152 mm) thick including form work and its removal,


cost of reinforcement, in basement plinth and ground floor



Circular Slab






not leaner than 1:1-1/2:3 in plinth beams of required shape

and design including form work and its removal, compacting

and curing etc. but excluding the cost of reinforcement,

foundation basement and plinth etc. complete in all









not leaner than 1:1:2 in foundation or bottom slab of

rectangular underground water tank or septic tank including

form work and its removal, compacting and curing etc. but

excluding the cost of reinforcement, tn foundation basement

and plinth.etc. complete in all respects as per drawing,


EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.10 Code -114

Item #

101+135+138 1935 Cft 100 Cft 28,723.31

2.11 Code -114

Item #

38+135+138 175 Cft 100 Cft 28,609.52

2.12 Code -114

Item # 166

61290 Kg Kg 123.02

2.13 Code -108

Item # 12

12425 Sft 100 Sft 648.08

2.14 Code -124

Item # 93

165 Rft Rft 500.16





not leaner than 1:1:2 in walls of rectangular underground

water tank or septic tank including form work and its

removal, compacting and curing etc. but excluding the cost

of reinforcement, tn foundation basement and plinth.etc.



UGWTank Walls






not leaner than 1:1-1/2:3 in straight beams lintels cantilever

beams of required shape or section including form work and

its removal, compacting and curing etc. but excluding the

cost of reinforcement, in basement and ground floor etc.



Beams (Cylindrical Strength 3750 Psi)




wastage, and such overlaps as are not shown in the

drawings, placing in position on cement concrete 1:2:4

precast or Ms. chairs, tying with binding wire, cost of chairs

and wires etc. in all kinds of RCC work in foundation,

basement, plinth and ground floor of building including

septic tanks and under ground tanks and in projections for

future extension.etc. complete in all respects as per drawing,





Providing a coat of bitumen emulsion at 10 Lbs. per % sft.

(0.49 Kg/sm) on walls and floor in ground floor etc. complete

in all respects as per drawing, standard , specifications and

as directed by the Engineer.

Providing and fixing plain polyvinyl chloride (PVC) water

stops 12" (305 mm) wide in vertical or horizontal expansion

joints including cutting and jointing complete in all floors etc.




EA Consulting

Pvt Ltd


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BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.15

2855 Sft Sft

3

3.1 Code -114

Item #

24+135+138 575 Cft 100 Cft 30,389.36 Item #

24+135+138+92+9

3 1920 Cft 100 Cft 32,090.01 Item #

24+135+138+92+

93x2 800 Cft 100 Cft 32,841.46

Item #

24+135+138+92+

93x4 1590 Cft 100 Cft 34,344.36 Item #

24+135+138+92+

93x6 1590 Cft 100 Cft 35,847.26 Item #

24+135+138+92+

93x8 1590 Cft 100 Cft 37,350.16 Item #

24+135+138+92+

93x10 935 Cft 100 Cft 38,853.06

SUB STRUCTURE

TERMITE PROOFING

Providing and applying Termite control treatment of sub

grade soil, excavated surfaces and fill material with

HEPTACHLOR emulsifiable to 0.5% with clean water or

AGENDA 25 EC containing FIPRONIL or BIFLEX with Bifenthrin

or DURSBIN or TENEKIL PLUS or MIRAGE ALI AKBER GROUP or

approved equivalent as per manufacturer's specifications

and instructions. etc., complete in all respects as per


Engineer.

(Note: Plinth Area will be measured one time for payment

where is the number of applications will be three times on all

horizontal & vertical surfaces of the excavation for termite

proofing)


SUPER STRUCTURE


Third Floor

Fourth Floor

Fifth Floor

Sixth Floor






not leaner than 1:1:2 in columns of square or rectangular

shape of regular section including form work and its removal,


reinforcement, in the ground floor etc. complete in all




Ground Floor

First Floor

Second Floor

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.2 Code -114

Item #

38+134+137 310 Cft 100 Cft 24,839.57

Item #

38+134+137+92+9

3 2360 Cft 100 Cft 26,540.22 Item #

38+134+137+92

+93x2 840 Cft 100 Cft 27,291.67

Item #

38+134+137+92

+93x4 1645 Cft 100 Cft 28,794.57 Item #

38+134+137+92

+93x6 1670 Cft 100 Cft 30,297.47 Item #

38+134+137+92

+93x8 370 Cft 100 Cft 31,800.37 Item #

38+134+137+92

+93x10 390 Cft 100 Cft 33,303.27

3.3 Code -114

Item #

56+134+137 365 Cft 100 Cft 24,314.96

Item #

56+134+137+92+9

3 1440 Cft 100 Cft 26,015.61

Item #

56+134+137+92

+93x2 580 Cft 100 Cft 26,767.06

Item #

56+134+137+92

+93x4 845 Cft 100 Cft 28,269.96

Item #

56+134+137+92

+93x6 215 Cft 100 Cft 29,772.86 Item #

56+134+137+92

+93x8 125 Cft 100 Cft 31,275.76





not leaner than 1:1-1/2:3 in straight beams lintels cantilever

beams of required shape or section including form work and

its removal, compacting and curing etc. but excluding the

cost of reinforcement, in basement and ground floor etc.



Beams /Arches/ purdi / bracing / lintels / nibs / sills / coping /

parapet wall /bands/around opening and projections


Fourth Floor

Fifth Floor

Sixth Floor





not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm)

to 6 inches (152mm) thick including form work and its

removal compacting and curing etc. complete but

excluding the cost of reinforcement, in basement plinth and

ground floor etc. complete in all respects as per drawing,


Slab i/c projections (straight & sloping roof)


Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Ground Floor

First Floor

Second Floor

Third Floor

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

Item #

56+134+137+92

+93x10 465 Cft 100 Cft 32,778.66

3.4 Code -114

Item #

57+134+137 0 Cft 100 Cft 23,691.64

Item #

57+134+137+92+9

3 205 Cft 100 Cft 25,392.29

Item #

57+134+137+92

+93x2 205 Cft 100 Cft 26,143.74

Item #

57+134+137+92

+93x4 205 Cft 100 Cft 27,646.64

Item #

57+134+137+92

+93x6 0 Cft 100 Cft 29,149.54

Item #

57+134+137+92

+93x8 0 Cft 100 Cft 30,652.44

Item #

57+134+137+92

+93x10 0 Cft 100 Cft 32,155.34

3.5 Code -114

Item #

50+134+137 140 Cft 100 Cft 30,160.60 Item #

50+134+137+92+9

3 140 Cft 100 Cft 31,861.25 Item #

50+134+137+92

+93x2 140 Cft 100 Cft 32,612.70

Item #

50+134+137+92

+93x4 275 Cft 100 Cft 34,115.60 Item #

50+134+137+92

+93x6 240 Cft 100 Cft 35,618.50

Sixth Floor





not leaner than 1:1-1/2:3 in ordinary slab more than 6 inches

(152 mm) thick including form work and its removal


cost of reinforcement, in basement plinth and ground floor



Slab i/c projections


Ground Floor

Fifth Floor

Sixth Floor





not leaner than 1:1-1/2:3 in straight stairs and landing of

required section including form work and its removal,


cost of reinforcement, in basement plinth and ground

floor.etc. complete in all respects as per drawing, standard ,



& Waist slab)


Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

First Floor

Second Floor

Third Floor

Fourth Floor

EA Consulting

Pvt Ltd


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BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

Item #

50+134+137+92

+93x8 240 Cft 100 Cft 37,121.40 Item #

50+134+137+92

+93x10 0 Cft 100 Cft 38,624.30

3.6 Code -114

Item #

114+135+138

+127x9 1085 Cft 100 Cft 39,162.40

3.7 Code -114

Item #

112+135+138

+127x9 3210 Cft 100 Cft 39,738.17

3.8 Code -114

Item #

118+135+138

+127x9 830 Cft 100 Cft 36,765.96

3.9 Code -114

Item # 166 6800 Kg Kg 123.02

Item # 166+174 28190 Kg Kg 124.47

Sixth Floor





not leaner than 1:1:2 in a square of rectangular bottom slab

of over head water tank up to a height of 30 feet (9 m)

above ground including form works and its removal,


cost of reinforcement .etc. complete in all respects as per


Engineer.







not leaner than 1:1:2 in straight walls in over head water

tank bins, bunkers, intze tanks and silo up to a height of 30

feet (9 m) above ground including form works and its

removal, compacting and curing etc. complete but

excluding the cost of reinforcement etc. complete in all



OH Water Tank Walls






not leaner than 1:1:2 in roof slab of over head water tank up

to a height of 30 feet (9 m) above ground including form

works and its removal, compacting and curing etc.

complete but excluding the cost of reinforcement.etc.



Fifth Floor






wastage, and such overlaps as are not shown in the

drawings, placing in position on cement concrete 1:2:4

precast or Ms. chairs, tying with binding wire, cost of chairs

and wires etc. in all kinds of RCC work in foundation,

basement, plinth and ground floor of building including

septic tanks and under ground tanks and in projections for

future extension.etc. complete in all respects as per drawing,





Ground Floor

First Floor

EA Consulting

Pvt Ltd


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BILL OF QUANTTIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

Item #

166+174+174 11620 Kg Kg 125.92

Item #

166+174+174+174 21985 Kg Kg 127.37

Item #

166+174+174+174

+174 43875 Kg Kg 128.82

Item #

166+174+174+174

+174 14105 Kg Kg 128.82

Item #

166+174+174+174

+174 9280 Kg Kg 128.82

Fourth Floor

Fifth Floor

Sixth Floor


Second Floor

Third Floor

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate, Guard &

Water Tank)

Architecture Works

1 2 3 4 5 6 7=4 x 6

All items under this head (Architectural work) to be

carried out as per relevant Section of PWD & technical





General conditions of PWD schedule of rates-2012 will be




4.1 Code -108

Item # 3

Page # 47

+

Code -109

Item # 123

Page # 64



crushed boulders (instead of Screened bajri) of 3/4 inch (19

mm) and down gauge mixed with any approved water

proofing agent including compacting, curing form work and its

removal etc. complete, but excluding the cost of water

proofing agent .etc., complete in all respects as per



2" thick DPC 440 Sft 100 Sft 2,812.71

4.2 Code -108

Item # 5

Page # 47






Solid Block Masonry

4.3 Code-110

&

Code-109






curing etc. complete in ground floor superstructure etc,



Code-110

Item # 34+92+100

Code-109

Item # 120 Ground Floor 1675 Cft 100 Cft 16040.34

Code-110

Item #

34+70+92+100

Code-109

Item # 120 First Floor 3085 Cft 100 Cft 16864.11

Code-110

Item #

34+70+92+100

+71

Code-109

Item # 120Second Floor 1520 Cft 100 Cft 17543.59

Code-110

Item #

34+70+92+100

+2x71

Code-109

Item # 120Third Floor 0 Cft 100 Cft 18223.07

Amout

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate, Guard &

Water Tank)

Architecture Works

1 2 3 4 5 6 7=4 x 6

Amout

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)

Code-110

Item #

34+70+92+100

+3 x 71

Code-109

Item # 120Fourth Floor 2875 Cft 100 Cft 18902.55

Code-110

Item #

34+70+92+100

+4x71

Code-109

Item # 120Fifth Floor 1900 Cft 100 Cft 19582.03

Code-110

Item #

34+70+92+100

+5x71

Code-109

Item # 120Sixth Floor 270 Cft 100 Cft 20261.51

Code-110

Item #

34+70+92+100

+6x71

Code-109

Item # 120Above Sixth Floor 265 Cft 100 Cft 20940.99

4.4 Code-110

&

Code-109


6"x8"x12" cement concrete solid block 4 to 6 inches (102mm to

152 mm) thick using graded crushed boulders (instead





Engineer.

Code-110

Item # 44+92+100+

Code-109

Item # 120 Ground Floor 885 Cft 100 Cft 16897.84

Code-110

Item # 44+70+92

+100

Code-109

Item # 120First Floor 875 Cft 100 Cft 17721.61

Code-110

Item # 44+70+92

+100+71

Code-109

Item # 120Second Floor 950 Cft 100 Cft 18401.09

Code-110

Item # 44+70+92

+100+2x71

Code-109

Item # 120Third Floor 0 Cft 100 Cft 19080.57

Code-110

Item # 44+70+92+

100+3x71

Code-109

Item # 120 Fourth Floor 2120 Cft 100 Cft 19760.05

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate, Guard &

Water Tank)

Architecture Works

1 2 3 4 5 6 7=4 x 6

Amout

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)

Code-110

Item # 44+70+92+

100+4x71

Code-109

Item # 120 Fifth Floor 1800 Cft 100 Cft 20439.53

Code-110

Item # 44+70+92+

100+5x71

Code-109

Item # 120 Sixth Floor 1290 Cft 100 Cft 21119.01

Code-110

Item # 44+70+92+

100+6x71

Code-109

Item # 120 Above Sixth Floor 500 Cft 100 Cft 21798.49

4.5 Code-110

Page #

72, 80 & 81




graded curshed boulders (instead of screened bajri) 3/4 inch






Code-110

Item #2+68+74+92

code-109

Item# 120 FOR BLOCK MASONRY STEPS 85 Cft 100 Cft 17915.71

4.6 Code-112

Item #144

Page # 108



in cavity wall of any description in any floor at any height..750 Kg Kg 181.84




EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Main Gate, Guard &

Water Tank)

Architecture Works

1 2 3 4 5 6 7=4 x 6

Amout

(Pak Rs.)

A-SCHEDULE ITEMS

S.NoPWD Schedule


Rate

(Pak Rs.)

6 METAL WORKS

6.1 Code -119

Item # 43

Page # 240

Providing and fixing M.S. moulded steel door frame of 4" x 2-






No., 12 inch long welded with frame at not less than 20 points),

with holes and threads for fixing steel hinges, fitted with one

locking box of same sheet (point welded inside the frame), 6

Nos. 6 inches long flat iron fixing lugs, of 1-1/4" x 3/16" section,

treated with special red oxide primer coat all around including

cutting holes and filling the cavity with cement concrete 1:2:4

etc. in any floor at any height. etc., complete in all respects as


satisfaction of the Engineer. 335 Rft Rft 157.12

6.2 Code -119

Item # 44

Page # 240

Providing and fixing M.S. moulded steel door frames of 5.73" x 2-


18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double

rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos.

M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch

long welded with frame at not less than 10 points and 1 Nos.

12 inch long welded with frame at not less than 20 points), with

holes and threads for fixing steel hings, fitted with one locking

box of same sheet (point welded inside the frame), 6 Nos. 6

inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated

with special red oxide primer coat all around including cutting

holes and filling the cavity with cement concrete 1:2:4 etc. in

any floor at any height complete as directed by the Engineer-

in-Charge 85 Rft Rft 185.34

6.3

Code -122

Item #159

Page # 333


make and shade two coats over and including the cost of one

priming coat at any height in any floor etc., complete in all



6.4

Code -119

Item #102

Page # 251


coated aluminium Sliding / fixed & openable /Top hung




95mm x 30mm and 2mm thick including the cost of aluminium




the cost of glass pans. 965 Sft Sft 568.07

6.5

Code -119

Item #120

Page # 254


pipe / Aluminium doors, windows and ventilators etc including



(For Doors, Windows & Fixed Glazing or where instructed)965 Sft Sft 106.11

6.6

Code -119

Item #119

Page # 254


pipe / Aluminium doors, windows and ventilators etc. including



(For vision panel of door shutters)30 Sft Sft 88.91


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7 WOOD WORKS


7.1 Code-120

Item # 02

Page # 259




drawings, specification and as directed by the Engineer.100 Cft 100 Cft 4,595.14


7.2 Code-120

Item # 278

Page # 288

Providing and fixing best quality deodar wood projected

beading upto one Sq. inch (6.45 Sqm.) in sections and required

design fixed around the panels of doors, windows etc., of any

description , complete in all respect as per drawings,

specification and as directed by the Engineer. 505 Rft Rft 35.66

7.3 Code-122

Item # 189

Page # 336

Applying French or spirit polishing, two coat of approved make

on wood work at any height in any floor.350 Sft 100 Sft 1,878.96







(under Mosaic & Porcelain tiles).

Item # 3

Page# 190 Ground Floor 165 Cft 100 Cft 9,442.42

Item # 3+25

Page# 190 &192First Floor

18 Cft 100 Cft 9,684.38

Item # 3+25+26

Page# 190 &192Second Floor

12 Cft 100 Cft 9,879.51

Item # 3+25+2x26

Page# 190 &192Third Floor

6 Cft 100 Cft 10,074.64

Mosaic Tiles








Item # 12+17


Item # 12+17+25








and polishing etc. complete.Item # 12


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Item # 12+25


8.4 Code-117

&

Code-109

Providing and laying floors of 3 inches (76 mm) thick 1:2:4

cement concrete using graded crushed boulders (instead

Screened bajri) 3/4 inch (19 mm) and down gauge in ground

floor laid in panels including form work, consolidation finishing,



Engineer.

Code-117

Item # 7

Code-109

Item # 123 Ground Floor 770 Sft 100 Sft 4514.375

Code-117

Item # 7+25

Code-109

Item # 123 First Floor 32 Sft 100 Sft 4756.335

Code-117

Item # 7+25+26

Code-109

Item # 123 Second Floor 840 Sft 100 Sft 4951.465

Code-117

Item # 7+25+26x2

Code-109

Item # 123 Third Floor 965 Sft 100 Sft 5146.595

Code-117

Item # 7+25+3x26

Code-109

Item # 123 Fourth Floor 0 Cft 100 Sft 5341.725

Code-117

Item # 7+25+4x26

Code-109

Item # 123Fifth Floor 1300 Sft 100 Sft 5536.855

Code-117

Item # 7+25+5x26

Code-109

Item # 123Sixth Floor 1515 Sft 100 Sft 5731.985

Code-117

Item # 7+25+6x26

Code-109

Item # 123 Above Sixth Floor 370 Sft 100 Sft 5927.115

8.5

Code-117

Item # 159

Page # 209








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Ground FloorItem # 6


Item # 6+87

Page # 320 First Floor 6285 Sft 100 Sft 1,884.61

Item # 6+87+90

Page # 320, 327

Second Floor 3900 Sft 100 Sft 2,015.07

Item # 6+87+2x90

Page # 320, 327

& 328 Third Floor 0 Cft 100 Sft 2,145.53

Item # 6+87+3x90

Page # 320, 327

& 328 Fourth Floor 8840 Sft 100 Sft 2,275.99

Item # 6+87+4x90

Page # 320, 327

& 328 Fifth Floor 5840 Sft 100 Sft 2,406.45

Item # 6+87+5x90

Page # 320, 327

& 328 Sixth Floor 1120 Sft 100 Sft 2,536.91

Item # 6+87+6x90

Page # 320, 327

& 328 Above Sixth Floor 1200 Sft 100 Sft 2,667.37

Dado & Skirting

9.2 Code-118

Item # 55 + 58

Page# 219








Code-118

Item # 55 + 58


Code-118

Item # 55 + 58+60

Page# 219First Floor 85 Sft 100 Sft 14,567.19

9.3 Code-118 Providing and fixing cement tiles 6" X 6" X 3/4" (152 mm X 152

mm X 19 mm) in dado and skirting in grey colour over 1/2 inch

(13 mm) thick base in cement mortar 1:3 in ground floor setting

of tiles in slurry of grey cement over mortar base, including

filling joints and washing the tiles with cement slurry, curing,

grinding, rubbing and polishing etc. complete..Item # 62


Item # 62+69

Page # 220 First Floor 12 Sft 100 Sft 12,489.21

Item # 62+69+70

Page # 220 Second Floor 120 Sft 100 Sft 12,621.90

Item # 62+69+2x70

Page # 220 Third Floor 140 Sft 100 Sft 12,754.59

Item # 62+69+3x70

Page # 220 Fourth Floor 120 Sft 100 Sft 12,887.28

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Item # 62+69+4x70

Page # 220 Fifth Floor 40 Sft 100 Sft 13,019.97

Item # 62+69+5x70

Page # 220 Sixth Floor 60 Sft 100 Sft 13,152.66

9.4 Code-122

Item # 151

Page # 333






Puddlo Plaster

9.5 Code-122

Page # 320

3/4'' (19 mm) thick cement plaster (Plain) 1:4 on walls and





Engineer.Item # 8 U.G.W.T Plaster 3260 100 Sft 2367.12

Item # 8+88+

4 x 91 O.H.W.T Plaster 3850 Sft 100 Sft 3,268.04





Item # 30 U.G.W.T 82 Kg 86.15

Item # 30 O.H.W.T 97 Kg 86.15

9.7

Code-117

Item # 159

Page # 209








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Engineer.

Item # 6


Item # 6+87

Page # 320

& 327 First Floor 2595 Sft 100 Sft 1,884.61

Item # 6+87+90

Page # 320, 327


Item # 6+87+2x90

Page # 320, 327

& 328 Third Floor 100 Sft 2,145.53

Item # 6+87+3x90

Page # 320, 327


Item # 6+87+4x90

Page # 320, 327


Item # 6+87+5x90

Page # 320, 327

& 328 Sxth Floor 180 Sft 100 Sft 2,536.91

Item # 6+87+6x90

Page # 320, 327

& 328 Above Sxth Floor 375 Sft 100 Sft 2,667.37

10.2 Code-122

Item # 151








11.1 Code-117

Item #7+25+26

Page# 190 &192






Roof

Item #7+25+26

Page# 190 &192 Lev (+22'-9" upto +31'-2") 1920 Sft 100 Sft 4,531.45

Item #7+25+26

Page# 190 &192 Lev (+75'-0" upto +117'-9") 1900 Sft 100 Sft 5,897.36

11.2

Code-108

Item #27

Page# 50



the roof surface,and washing the surface with water and filling

the depressions using Bituflex: sand mortar (1.2).Applyingone

one primer coal, over moist surface using a mix of 50 %Bituflex

and 50 % water blirded the surface with saul any floor in any

light.3820 Sft 100 Sft 685.80


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External Plaster






Engineer.

Item # 8


Item # 8+88

Page # 320 & 327 First Floor 5500 Sft 100 Sft 2,572.28

Item # 8+88+91

Page # 320, 327


Item # 8+88+2x91

Page # 320, 327

& 328 Third Floor 4000 Sft 100 Sft 2,920.16

Item # 8+88+3x91

Page # 320, 327


Item # 8+88+4x91

Page # 320, 327


Item # 8+88+5x91

Page # 320, 327

& 328 Sixth Floor 4000 Sft 100 Sft 3,441.98

Item # 8+88+6x91

Page # 320, 327

& 328 Above Sixth Floor 4000 Sft 100 Sft 3,615.92

12.2 Code-122

Item # 83

Page # 327



11.1 500 Sft 100 Sft 518.48

12.3 Code-122 Painting three coats with weather shield paint deluxe (ICI)






Item # 172

Page # 334 Ground Floor to Roof 20000 Sft 100 Sft 1,406.88


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13

EXTERNAL FINISHES OTHER THAN BUILDING

(NON COVERED AREA)






Engineer.Item # 8+37

Page # 322

Ground Floor834 Sft 100 Sft 3,100.23

13.2 Code -108

Item # 5

Page # 47





satisfaction of the Engineer.9 Kg Kg 86.15

13.3 Code -117

Item # 32

Page # 192

Providing and laying floor of 3/4 inch (19 mm) thick white

marble tiles upto 36 Sq. inch (232 sq.cm) size fine dressed on

the surface without windings in ground fioor and laid over 1

inch (25 mm) thick lime mortar 1:2 (one lime, two sand) setting

36 Sft 100 Sft 15,685.68

HORTICULTURE WORK

13.4 Code-126

Item # 1

Page# 392

Rough dressing of the area for lawn including picking stones,

pebbles, stubble, grass roots and other injurious matters and

breaking of clods complete including disposal of rubbish within

3 chains (92 m). 580 Sft 100 Sft 103.32

13.5 Code-126

Item # 6

Page# 392

Supplying and stacking approved garden soil (sweet earth)

free from salts, pebbles and grass roots etc. including all leads

and lifts. 290 Cft 100 Cft 4,003.42

13.6 Code-126

Item # 7

Page# 392

Spreading approved garden soil (sweet earth) in uniform

thickness including mixing and breaking clods and dressing fine

for grassing including disposal of rubbish within 3 chains (92 m)

complete . 290 Cft 100 Cft 193.38

13.7 Code-126

Item # 2

Page# 392

Supplying and stacking well decayed cowdung manure from

approved source including all leads and lifts.145 Cft 100 Cft 2,578.40

13.8 Code-126

Item # 3

Page# 392

Spreading cowdung manure and mixing the same upto any

depth in the prepared bed including breaking clods, dressing

fine for grassing, including, disposal of rubbish within 3 chains

(92 m) complete. 145 Cft 100 Cft 107.74

13.9 Code-126

Item # 11

Page# 392

Supply live (Dacca) grass in slabs with earth intact including all

lead and lifts.580 Sft Sft 17.60

13.10 Code-126

Item # 13

Page# 392

Grassing fine by dribbling grass roots 3" apart including

watering, weeding till such time the grass is set and becomes

green and is fit for mowing 580 Sft 100 Sft 244.19

13.11 Code-122

Item # 172

Page # 334






works to the satisfaction of the Engineer.17355 Sft 100 Sft 1,406.88


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40mm thick Master Thermoshield sheet.

4.1 N.S.I Providing & laying in position 1-1/2"(40mm) thick Master

Thermoshield sheet or approved equivalent having density

35kg/cum, complete in all respect as per drawing, standard,

specifications and direction of the Engineer.0 Sft Sft








manufacturer's specifications & recommendations complete in

all respects as per drawings, relevant specifications and as

directed by the Engineer. Second Floor 150 Sft Sft

Third Floor 80 Sft Sft


6METAL WORKS

MS Screen










Engineer.



M.S Staircase Railing

6.2 N.S.I Providing, fabricating, welding & fixing in position MS Staircase









direction of the Engineer. 215 Rft

6.3 MS Louvered Door/Window

N.S.I Providing, fabricating, welding & fixing in position MS louver

door comprising 100mm x 50mm main tube frame, 18 Swg MS

louvers as shown on drawing, three coat of approved colour


seaprate item, refer BOQ Item # .....) etc, including required

hard ware such as hinges, hold fast, Sliding bolt/ALdrop &

china black clour waterproof Shackle Pad lock 76mm,

complete in all respect as per drawing, standard,




B-NON SCHEDULE ITEMS

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MS Grill Door

6.4 N.S.I Providing, fabricating, welding & fixing in position MS hallow

tube folding grill door comprising of 1-1/2" x 3" x 16 Swg hollow

tube & solid bar horizontal & vertical & 12 swg Ms sheet on

either side as shown on drawing (EA-01012-GGWT-A6-0030),

including hold fast (6 No), hinges, L-drop with lock & MS sheet

12 swg, heavy duty wheel up to 3" dia with cover, MS wheel

track with 2" x 2" x 1/4" thick " T " iron including 1:2:4 concrete

and all required fixing hardware including two coat of red

oxide paint and three coat of epoxy paint of approved color

& shades as per manufacturer's specification etc. complete in

all respects as per drawing, standard, specifications and

direction of the Engineer. 475Sft Sft

6.5 Monkey Ladder

N.S.I Providing, fabricating, welding, bolting & fixing in position MS

Access/Monkey ladder comprising MS Flat steel 2" x 3/8" thick (

Vertical member) weld with 8" x 8" x 3/8" thick steel plate bolt

to Rcc slab, 8" x 3" x 3/8" thick steel plate weld to vertical flat

and bolted to wall, 3/4" dia solid steel bar welded to flat @ 12"

C/C, as shown on drawing, three coat of approved colour


seaprate schedule item, refer BOQ Item # .....) etc, including

required hard ware complete in all respect as per drawing,

standard, specifications and direction of the Engineer.



6.6 N.S.I Providing and fixing Tinted glass panes 6mm thick to wooden

door, fixed glazing, windows, ventilators or where required etc


screw etc, in any floor at any height. 550 Sft Sft

6.7 N.S.I Providing and fixing Anti-Oxidation Aluminum Spacer Bar for




packing and screw etc., in any floor at any height.60 Rft Rft


7 WOOD WORKS

DOOR SHUTTERS



without vision panel. Comprising of 6mm thick lamination sheet

(manufacturer pressed lamination sheet over lasani board) on

either side, over all around best quality Partal or approved

wood frame 50mm wide horizontal, vertical & cross /diagonal

& 150mm wide lock rail in full length, hollow area except

framing to be filled with the approved rough wood, 1-1/2" x

1/2" thick Golden teak wood edge lipping all around. The door

shutter mechanically pressed by standard manufacturers

under power driven hydraulic press as approved by the

Engineer, with and without vision glass panel (vision glass panel

will be paid seapreatly, in BOQ item # ....) including with and

without vision glass panel, nails, glue or any required

hardware's and applying solignum for termite treatment, at

any height & any floor etc., complete in all respects as per


Engineer.

(Note: Cost of Ironmongery such as Hinges, Tower bolts,

545Sft Sft

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7.2 N.S.I Providing, Making & fixing in position Solid Phenolic Core frame

less door shutter of approved colour & thickness, equivalent

approved manufacturer, including door hardware's such as

corner fasteners, Auto return Hinges, Latch, indicator door

Locks, Stay, Handle, etc., in any floor & any heifght as shown in

drawings, complete in all respect as per drawing,

specifications and entire satisfaction of the Engineer0 Sft Sft



(lamination should be on both side of board) , premium quality

aluminum sections Frame of Pakistan Cable/ Krudson or

equivalent approved manufacturers fixed on Rcc & masonry

surface , fitted in Neoprene Gaskets including all required

Hardware (all hardware should be in stainless steel ) hinges,

handles, latch,locks, stays etc. Including silicon sealant to all

external junction between structure and door to give

water/wind proof seal . complete in all respect as per drawing,

standard specifications and direction of the

Engineer.(Contractor to submit the shop drawing for approval

before start of work) 75 Sft Sft





prior to execution etc, complete in all respects as per drawing,

standard , specifications and direction of the Engineer.

S.S Door hinges 4" long 124.Each Each

SS Dead Lock complete set 7.Each Each

SS Handle 36 inch long 4.Each Each

SS Handle 12 inch long 10.Each Each


& Liver handle) for rooms

15.Each Each




Wooden Cabinets

7.5 N.S.I Providing making and fixing in position floor mounted lower







including any termite treatment, providing & applying 03 coats

of approved colour shade lacquer polish by Jaffar Brothers or

similar approved as per manufacturer's instruction &

specification including all required hardware's for fixing



(Front face will be measured for payments)85 Sft Sft

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(Pak Rs.)



made of 3/4" thick colored laminated (both side) Lasani board

shutter free from formaldehyde including all around Deodar

wood lipping 3/8" thick, 3" x 1-1/2" thick Partal wood frame,

6mm one side laminated Lasani board back complete with all

accessories i.e. imported hinges, locks, magnetic catchers,

best quality handles etc., including any termite treatment,

providing & applying 03 coats of approved colour shade

lacquer polish by Jaffar Brothers or similar approved




works to the satisfaction of the Engineer. (Front face will be

measured for payments) 85 Sft Sft



Porcelain Tiles


porcelean tiles 12" x 24" (imported but not made od china/Pak


over a base of 1" thick cement mortar (1:3) including jointing to

tiles with joint filler of approved quality as per direction of the

Engineer in charge..complete in all respects as per



Base price of tile 1800/Sqm. 0 Sft Sft





CC members etc, jointing, grouting, chamfering edging/half D

gola arround the counter top, finishing, maintaining proper


as per specifications and as directed by the Engineer.115 Sft Sft

8.3 N.S.I Providing and laying Terrazzo tiles 13" x 12" x 1" thick for Treads

with bull nosing & 3nos horizontal V- grooves at any floor

including 1:3 screed bedding with mortar including jointing

with grouting material of approved quality & grinding,

polishing etc (overall thickness as shown in the drawings)

complete in all respects, as per drawings, specifications and as

directed by the Engineer.210 Sft Sft

8.4 N.S.I Providing and laying Terrazzo tiles 12" x 6" x 1/2" thick for Risers

at any floor including 1:3 screed bedding with mortar including

jointing with grouting material of approved quality & grinding,




8.5 N.S.I Providing and laying C.C tiles 13" x 12" x 1" thick for Treads with

bull nosing & 3nos horizontal V- grooves at any floor including

1:3 screed bedding with mortar including jointing with grouting

material of approved quality & grinding, polishing etc (overall

thickness as shown in the drawings) complete in all respects, as

per drawings, specifications and as directed by the Engineer.600 Sft Sft

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8.6 N.S.I Providing and laying C.C tiles 12" x 6" x 1/2" thick for Risers at

any floor including 1:3 screed bedding with mortar including

jointing with grouting material of approved quality & grinding,




8.7 N.S.I Providing & Laying Natural stone 24" x12" & 12" x12", 1" & 1-1/2"

thick rough finished approved local stone on entrance steps &

floor (straight, curved, arches etc.) with cement sand mortar



rough flat etc. complete in all respects as per specifications &


Engineer. (at any height any floor) 380 Sft Sft



Porcelain Tiles


porcelean tiles 12" x 24" (Polished), (imported but not made od

china/Pak made) on walls, in any floor, laid with dry bond (stile

bond) over a base of 1" thick cement mortar (1:3) including

jointing to tiles with joint filler of approved quality as per

direction of the Engineer in charge..complete in all respects as



Base price of tile 1800/Sqm. 0 Sft Sft


10 CEILING FINISHES



Providing & laying complete roof treatment at any floor and




11.1 N.S.I Providing and laying 1" thick average levelling CC screed over

Rcc slab for achieving leveled surface with (1:4) cement sand

mortar, complete in all respect and as per drawing &

specification and to the entire satisfaction of the Engineer. 318 Cft Cft





complete as per manufacturer's specifications, instruction & as

shown in the drawing etc, complete in all respects as per

drawings, specification and as directed by the Engineer.0 Sft Sft.

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specifications, instruction & as shown in the drawing etc,


directed by the Engineer. 3820 Sft Sft.




per drawings, specifications and as directed by the Engineer.3820 Sft Sft.



12.1 N.S.I Providing & Laying free fom natural stone wall cladding

random stone 1" & 1-1/2" thick rough finished approved local

stone on wall (straight, curved, arches etc.) with cement sand



stone surface smooth etc. complete in all respects as per


satisfaction of the Engineer. (at any height any floor)11500 Sft Sft

Fair Faced Plaster12.2 N.S.I Providing and applying Ressi Plastorend-110 (6mm thick) with




scaffolding, curing etc at any height & any floor etc, complete

in all respects as per drawing, specifications and or as directed

by the consultant / Engineer. (excluding cost of rough cast

plaster)i) Grey colour 0 Sft

ii) Beige colour 0 Sft

LOGO12.3 N.S.I Providing, making, finishing and fixing in position of university

LOGO, IMAGE & LETTERING. 10'-0" dia LOGO made of 12 swg

MS Sheet with the university symbolic image & letter

"UNIVERSITY OF BALTISTAN SKARDU" (In English & Urdu), fixed to

walls 3" projected with 1" dia & 6" long steel hilti/rawal bolts

including three coats of approved colour enamal paint over a

one coat of red oxide primer paint etc. complete in all




ELECTRICAL WORKS

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S.NO: AMOUNT

A SCHEDULE ITEMS

1

2

3

4

5

6


1

2

3

4

5

6

7

8


Electrical SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT

CONDUITS & PIPES


CEILING FANS

WALL BRACKET FANS








WIRING ACCESSORIES

LIGHTING FIXTURES

UPS SYSTEM

EARTHING SYSTEM



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especial such as bends, sockets, Junction etc recessed

in the in the wall or floor as required.

10 P/Meter 213.65


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

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AMOUNT

(Pak Rs.) S.No

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Schedule

2004 Ref.No


(Pak Rs.)







6 Each. 138.22






38 Each. 396.44






4 Each. 514.58





Clipsal make)

4 Each. 943.58


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AMOUNT

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Schedule

2004 Ref.No


(Pak Rs.)


a) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated wire






240 Meter 141.27

b) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated wire





680 Meter 125.29

c) 2-40-01 Wiring for sub-main with 3x 1.5 mm², PVC insulated wire





385 Meter 125.29

d) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated wire





180 Meter 141.27

e) 2-40-02 Wiring for sub-main with 3x 2.5 mm², PVC insulated wire





155 Meter 141.27





(DB to 13A outlet)

75 Meter 185.94






35 Meter 185.94





(DB to 15A outlet)

60 Meter 185.94

j) 2-40-03 Wiring for sub-main with 3x 4 mm², PVC insulated wire





20 Meter 185.94


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







10 Each. 2,088.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







3 Each. 1,884.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







7 Each. 1,286.00


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES
















iii 150mm dia uPVC Conduit (Class-D Road Crossing

Sleeves)

10 Rm.




respect.

2 No.

d) Supply and installation of following Cable Trench

Covers consisting of Heavy duty MS Chequered plate,

as per drawing and details. Complete in all respect

and the entire satisfaction of the engineer and

employer. (Civil works cost not included.)

i Cable Trench Covers consisting of Heavy Duty MS

Chequered Plate (Trench Size 2'-6" Wide x 3'-0" Depth)

25 Rm.

e) Providing and Construction of Manhole Size 3'-0" x 3'-0"





4 No.

f) Providing and Construction of Handhole Size 2'-0" x 2'-


round heavy duty cast iron cover, 100% water proof, as

per specification and as shown on the drawing,


2 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










respect.

i DB-GO-GF 1 No.

ii DB-S/S 1 No.

iii DB-GO-2F 1 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)












b) 1 Core, Cu./PVC Cable


c) 1 Core, Cu./PVC Cable as ECC (450/750V)




EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)








respects.i Two Gang Switch 10A 14 No.




v 10A, 2-Pin Switch Socket Outlet (Weatherproof type) 5 No.


vii 15A, 3-Pin Switch Socket Outlet (Weatherproof type) 1 No.

viii 13A, Unswitched Spur Outlet 1 No.

ix 32A, 3-Pin Industrial Socket with Plug top 2 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 LIGHTING FIXTURES









fixtures details.


LED lamp

4 No.

ii Surface mounted LED Downlight Fixture (IP-20) with

1x20W LED lamp

88 No.


1x18W LED lamp

11 No.

iv Recessed mounted LED Downlight Fixture (IP-20) with

1x12W LED lamp

6 No.

v Wall / Surface mounted LED Bi-Directional Light Fixture


17 No.

vi Recessed mounted LED Ramp Light Fixture (IP-65) with

1x6W LED lamp

6 No.

vii Surface mounted LED Light Fixture (IP-54) with 1x40W

LED lamp

12 No.

viii Surface mounted LED Downlight Fixture (IP-20) with

1x25W LED lamp

17 No.

ix Suspended mounted LED Pendent Light Fixture (IP-20)

with 1x25W LED lamp

2 No.

x Wall / Surface mounted LED Wall Light Fixture (IP-20)

with 1x20W LED lamp

7 No.

xi Surface mounted LED Mini Flood Light Fixture (IP-65)

with 1x35W LED lamp

3 No.


following items including all connecting accessories as

per drawings, specifications, complete in all respects.

i Fan Hook M.S.Box with colour coated 10 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 UPS SYSTEM


Online Double Conversion UPS rating 4 kVA Single

Phase in, Single Phase out, minimum 0.9 output power





- No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

7 EARTHING SYSTEM












test reports.

i Earth pit with Rod type earth electrode, 20mm dia and

3 meter long copper rod.

1 No.


Copper Earth Bar, 6 Way 400mm for earthing system as

per drawings and instruction of consultant, including

all mounting accessories etc., complete in all respect.

1 No.


following size of PVC insulated Cu. Conductor cable as

earth continuity conductor (ECC) installed on surface /

in appropriate already installed raceway / in already

excavated trench / in already laid pipe, as per




EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Gate Office

Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)






1 No.











all respect.

1 No.




1 No.






transportation etc., as per drawings and specifications,

complete in all respects with detailed test reports.

1 No.





1 Job




elevation of the building & at ground level connecting

Lightning protection pits to power earthing pits,

including all fixing accessories etc., as per drawings,

specification & site requirement necessary for the

functioning of the system, complete in all respect.

30 Rm.


ELV WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1


1

2

3

4

5

6

7

8

ELV SUMMARY

DESCRIPTION

PVC CONDUIT & DUCT





CONDUITS & PIPES


Equipment Only)

CCTV SYSTEM





CABLE TELEVISION SYSTEM (CATV)

PHYSICAL SECURITY SYSTEM

EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS





60 P/Meter 213.65


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES




















respect.

10 No.






4 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2









in all respect.






6 No.





7 No.





6 No.





7 No.

f) Supply, laying, termination, testing and commissioning


Voice, Camera and Access control system) in 25mm

dia PVC conduit concealed / surface from each

outlet to IDF racks, including tagging and piping with

all necessary accessories, complete in all respect.

650 Rm.

g) Supply, installation, testing and commissioning of 24




respect.

2 No.

h) Supply, installation, testing and commissioning of 24




1 No.

j) Supply, installation, testing and commissioning of 19"






3 No.

k) Supply, installation, testing and commissioning of CAT-






EA Consulting


(PACKAGE-II)

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Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

l) Supply, laying, termination, testing and commissioning





10 Rm.

m) Supply, laying, termination, testing and commissioning







25 Rm.

n) Supply, installing, testing and commissioning of




o) Installation, testing and commissioning by







1 Job.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 CCTV SYSTEM











7 No.

b) Supply, installation, tagging, testing and

commissioning of 100 Channel NVR with RAID 1+0

configuration based, built-in VMS built-in 48TB HDD for

24/7 recording with integral access slots for HDD

suspension bays & 10 client Licenes, as per drawing


1 No.

c) Supply, installation, testing and commissioning of 32"

LED Screen, including all mounting accessories etc., as

per drawing and specifications, complete in all

respect.

2 No.

d) Supply, installation, testing and commissioning of 27U

CCTV Rack (Wall/Floor mounted), equipped with

power distribution units (PDUs) with imported power

sockets and proper ventilation system including fan

etc., as per drawing and specifications, complete in

all respect.

1 No.

e) Supply, installation, testing and commissioning of Core

i7 Work Station Dual VGA Card & Licensed windows

10, as per drawing and specifications, complete in all

respect.

1 No.


variable speed desktop keyboard with all fixing



1 No.

g) Installation, testing, commissioning, programming by





1 Job.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)







- No.




- No.




- No.




in all respect.

- No.





- No.




- No.




respect.

- No.






Representative.

- Job.


NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)









respect.

225 Rm.





12 No.


Addressable Photoelectric Heat Detector with base



4 No.





4 No.





5 No.


Addressable Manual Pull Station / Call Point

(Weatherproof type) with base and back box, as per


1 No.


Addressable Sounder (Weatherproof) with flasher /

Strobe, base and back box, as per drawing and


3 No.

h) Supply, installation, testing and commissioning of

Monitor Module and back box, as per drawing and


2 No.

j) Providing, laying, testing and commissioning of Linier

Heat Detectors Sensor Cable (LHD) with all required

accessories. Complete in all respect.

55 Rm.

k) Providing, installation, testing and commissioning of

Addressable Module for Linier Heat Detectors Sensor

Cable (LHD), complete in all respect.

6 No.

l) Providing, installation, testing and commissioning of

EOL Terminator Box with Fire & Fault Test Key Switch for

Linier Heat Detectors Sensor Cable (LHD), complete in

all respect.

6 No.

m) Providing, installation, testing and commissioning of

Junction Box (Interposing Cable to LHDC - Stainless

Steel), complete in all respect.

6 No.

n) Providing, installation, testing and commissioning of

Junction Box (Interposing Cable to LHDC -

Polycarbonate), complete in all respect.

6 No.

EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

o) Supply, installation, testing and commissioning of 01





1 No.

p) Installation, testing and commissioning, Softwear,






1 Job.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










10 No.

b) 3W, Emergency light with self contained Battery,




4 No.

c) 3W, Emergency light with self contained Battery, Wall

mounted IP-65 rated, UL 924 Listed, as per


(non-maintained)

5 No.

d) 3W, Exit light with self contained Battery, 24m viewing,



(non-maintained)

5 No.


approval.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

7 CABLE TELEVISION SYSTEM (CATV)

a) Supply, installation, testing and commissioning of TV

outlet face plate with 16 SWG back box, complete in

all respects.

1 No.

b) Supply and installation of CATV 1x4 Way TVJB Splitter

Box, complete in all respects.

1 No.

c) Supply and installation of CATV RG-06 Co-axial 75

ohms shielded cable in 25mm dia PVC conduit from

box to TV outlet, complete in all respects.

25 Rm.


EA Consulting


(PACKAGE-II)

BILL OF QUANITITES

Gate Office

ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

8 PHYSICAL SECURITY SYSTEM


Road Blocker 3 meter length with all fixing accessories

including the cost of providing complete equipment's

manual and warranty documents to owners

representative, complete in all respects.

- No.

b) Supply, installation, testing and commissioning of Walk

Through Gate with all fixing accessories including the

cost of providing complete equipment's manual and

warranty documents to owners representative,


2 No.

c) Supply, installation, testing and commissioning of Type

Killer (4 meter length) including the cost of providing

complete equipment's manual and warranty

documents to owners representative, complete in all

respects.

- Job

d) Supply, installation, testing and commissioning of Drop

Arm Vehicle Barrier Gate with Master Intercom Data

logging printer, emergency stop button, LED and all

related accessories, complete in all respect.

2 Job

e) Supply, installation, testing and commissioning of UVSS

systems including 1 No. PC, Software and all fixing

accessories including the cost of providing complete


owners representative, complete in all respects.

- Job


NOT APPLICABLE

NOT APPLICABLE

NOT APPLICABLE

PLUMBING WORKS

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Plumbing Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2


1

2

3

4

PLUMBING SUMMARY

DESCRIPTION

MAN HOLES


FIRE FIGHTING WORKS


Add __% Premium on Plumbing Works of PWD-2012


PLUMBING FIXTURES

WATER SUPPLY WORKS

DRAINAGE WORKS



EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS

1 MAN HOLES:

315 -17 /

Pg:82



















3 Nos 32,777.77


306 - 21 / Pg:

57









306 - 27 / Pg:



AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

PLUMBING FIXTURES:

1






Engineers Approval.

6 Nos

2




Engineers Approval.

2 Nos

3






8 Nos

4




engineers approval.

3 Nos

5

Providing and fixing of Shower head with shower mixer

having maximum flow of 9.5 lpm, as specified by

architect in Fixture schedule, per drawings,

specifications and Engineers Approval.

1 Nos






e Robe Hooks 8 Nos



EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

WATER SUPPLY:








i 3/4" dia 430 Rft

ii 1" dia 265 Rft



v 2" dia 70 Rft

2 ISOLATION VALVES:





i 3/4" dia 3 Nos

ii 1" dia 1 Nos


iv 1 1/2" dia 3 Nos

v 2" dia 2 Nos





approval.







Engineers approval.

i 3/4" dia 430 Rft

ii 1" dia 265 Rft



v 2" dia 70 Rft

Continued..

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

5 WATER COOLER:









approval.

1 Nos

i WC - 01 ( Capacity 32 GPH )







Engineers approval.

1 Nos








Continued..

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)






iiConnection to overhead water tanks using Float

switch- Nos



EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

DRAINAGE WORKS:








approval.

i 2" dia 70 Rft

ii 3" dia 180 Rft

iii 4" dia 110 Rft








20 Nos



respects.

i 2" dia - Nos

ii 3" dia 2 Nos

iii 4" dia 2 Nos

Continued..

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

3 GULLY TRAPS:




Engineers approval.

3 Nos


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(Gate Office)

Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)










EXTERNAL DEVELOPMENT WORKS

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(External

Development)

S.NO: Amount

1 Academic Block (External Development Works)

2 Administration Block (External Development Works)

3 Electrical Works

4 ELV Works

5 Plumbing Works

6 Public Health (Sewerage System)

7 Public Health (Water Supply)

8 Grading Works


GRAND SUMMARY

ACADEMIC BLOCK(EXT. DEVELOPMENT WORKS)

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)

Civil Works

S.NO: Amount

A SCHEDULE ITEMS

4


4

1

2


TOTAL AMOUNT OF O1 No BUILDING (A+B)

TOTAL AMOUNT OF 02 Nos BUILDING CARRIED TO

GRAND SUMMARY


EXTERNAL WORKS (STRUCTURE) OTHER THAN BUILDING

(NON COVERED AREA)



Civil SUMMARY

Description


(NON COVERED AREA)

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)

External Works (Structure)

1 2 4 5 6 7 = 4 x 6

1

1.1 Code -103,



1.2 Code -104

Item #4

1735 Cft 100 Cft 261.80

1.3 Code -117

Item #1

250 Cft 100 Cft 3,251.34

2

2.1 Code -106

Item # 11325 Cft 100 Cft 14,411.43





compacting, curing and removal of form work etc.

complete, foundation and basement up to 5 feet (1.52 m)

depth and plinth up to 4 feet (1.2 m) height from ground

level etc. complete in all respects as per drawing,


Below plinth beam,situ,walls,tanks, over stone soling or

where required (Cylindrical 1000 Psi)

EARTH WORKS

Excavation for foundation trenches and drains in gravelly

soil and back filling the excavated material in foundation


watering, consolidation by ramming in layers not

exceeding 9 inches (229 mm) in depth to full compaction,

dressing and disposal of surplus excavated stuff as

directed lead upto one chain (30.5 R.m) and lift upto 5 feet

(1.52 m).

Filling bajri available at site in foundation plinth or under

floor, etc. including dressing, watering, consolidation by

ramming in layers not exceeding 9 inches (229 mm) in

depth to full compaction, complete within a lead of one

chain (30.5 R.m) and lift of 5 feet (1.52 R.m). etc. complete,

including all lifts etc. complete in all respects as per


Engineer.

Providing and laying soling stones 6 inches to 9 inches (152

mm to 229 mm) size under floors/foundations & where

required etc. including packing with sprawls and chips and

consolidating etc. complete in all respects as per drawing,


SUB STRUCTURE

CONCRETE WORKS

Amount

(Pak Rs.)

3

A-SCHEDULE ITEMS

All items under this head (Structure work) to be

carried out as per relevant Section of PWD &

technical specifications (Volume-II), Drawings,

BSI/ASTM Standards, complete in all respect and to

the entire satisfaction of the Engineer.


General conditions of PWD schedule of rates-2012 will

be applicable for the height of the higher side.

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.2 Code -106

Item # 12 0 Cft 100 Cft 15,840.97

2.3 Code -114

Item # 1+134+137 1035 Cft 100 Cft 21,685.85

2.4 Code -114

Item # 4+135+138 170 Cft 100 Cft 26,704.50

2.5 Code -114

Item # 8+134+137 180 Cft 100 Cft 22,344.09




strength of 4500 Ibs. per sq. inch (31.04 N/mm2 at 28 days)

with a mix not leaner than 1:1:2 in columns of square or

rectangular shape of regular section including form work


excluding the cost of reinforcement, in foundation

basement and plinth. etc. complete in all respects as per


Engineer.

Columns upto plinth






days) with a mix not leaner than 1:1-1/2:3 in plinth beams

of required shape and design including form work and its

removal, compacting and curing etc. but excluding the

cost of reinforcement, foundation basement and plinth









compacting, curing and removal of form work, etc.

complete, foundation and basement up to 5 feet (1.52 m)

depth and plinth up to 4 feet (1.2 m) height from ground

level etc. complete in all respects as per drawing,


For Cast in situ / mass concrete or where required

(Cylindrical 1500 Psi)





with a mix not leaner than 1:1-1/2:3 in columns footing of

required shape including form work and its removal,

compacting, leveling and curing etc. complete but

excluding the cost of reinforcement, in foundation



Engineer.



EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.6 Code -114

Item # 99+135+138 0 Cft 100 Cft 23,123.76

2.7 Code -114

Item #

104+135+138 0 Cft 100 Cft 28,412.51

2.8 Code -114

Item #

101+135+138 0 Cft 100 Cft 28,723.31

2.9 Code -114

Item # 166

3610 Kg Kg 123.02

2.10 Code -108

Item # 12

1575 Sft 100 Sft 648.08





with a mix not leaner than 1:1:2 in top slab of rectangular



excluding the cost of reinforcement, foundation basement

and plinth.etc. complete in all respects as per drawing,


UGWTank Top Slab






with a mix not leaner than 1:1:2 in walls of rectangular



excluding the cost of reinforcement, tn foundation

basement and plinth.etc. complete in all respects as per


Engineer.

UGWTank Walls



(minimum yield point 60,000 psi or 414 Mpa) reinforcement

bars with & including the cost of straightening, cutting,

bending, binding, wastage, and such overlaps as are not

shown in the drawings, placing in position on cement

concrete 1:2:4 precast or Ms. chairs, tying with binding wire,

cost of chairs and wires etc. in all kinds of RCC work in

foundation, basement, plinth and ground floor of building

including septic tanks and under ground tanks and in

projections for future extension.etc. complete in all






Providing a coat of bitumen emulsion at 10 Lbs. per % sft.

(0.49 Kg/sm) on walls and floor in ground floor etc.







with a mix not leaner than 1:1:2 in foundation or bottom

slab of rectangular underground water tank or septic tank

including form work and its removal, compacting and

curing etc. but excluding the cost of reinforcement, tn

foundation basement and plinth.etc. complete in all



UGWTank Bottom Slab


EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3

3.1 Code -114

Item # 24+135+138 195 Cft 100 Cft 30,389.36

Item #

24+135+138+92 195 Cft 100 Cft 31,338.56 Item #

24+135+138+92+

93 0 Cft 100 Cft 32,090.01

3.2 Code -114

Item # 30+136 170 Cft 100 Cft 20,751.67

Item # 30+136+92 170 Cft 100 Cft 21,700.87

Item #

30+136+92+93 0 Cft 100 Cft 23,111.13

Item #

30+136+92+93x2 0 Cft 100 Cft 23,769.94

Item #

30+136+92+93x3 245 Cft 100 Cft 24,428.75 (+33-0" to +60'-0")

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

Second Floor

(+24-0" to +40'-0")

First Floor

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")





with a mix not leaner than 1:2:4 in straight walls, vertical fins

etc. more than 6 inches (152m) thick including form work


excluding the cost of reinforcement, in the ground floor



Fins (Cylindrical Strength 2500 Psi)

Ground Floor

SUPER STRUCTURE






with a mix not leaner than 1:1:2 in columns of square or

rectangular shape of regular section including form work


excluding the cost of reinforcement, in the ground floor




Ground Floor

(±0'-0" to +12'-0")

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.3 Code -114

Item # 30+135+138 0 Cft 100 Cft 28,692.59

Item #

30+135+138+92 0 Cft 100 Cft 29,641.79 Item #

30+135+138+92

+93 0 Cft 100 Cft 30,393.24

Item #

30+135+138+92

+93x2 0 Cft 100 Cft 31,144.69 Item #

30+135+138+92

+93x3 0 Cft 100 Cft 31,896.14

3.4 Code -114

Item # 38+134+137 490 Cft 100 Cft 24,839.57

Item #

38+134+137+92 345 Cft 100 Cft 25,788.77 Item #

38+134+137+92

+93 0 Cft 100 Cft 26,540.22

Beams /Arches/ purdi / bracing / lintels / nibs / sills / coping

/ parapet wall /bands/around opening and projections


Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

Second Floor

(+24-0" to +40'-0")

(+33-0" to +60'-0")






beams lintels cantilever beams of required shape or

section including form work and its removal, compacting

and curing etc. but excluding the cost of reinforcement, in

basement and ground floor etc. complete in all respects


by the Engineer.





with a mix not leaner than 1:1:2 in straight walls more than

6 inches (152 mm) thick including form work and its

removal, compacting and curing etc. but excluding the

cost of reinforcement, in foundation basement and plinth




Ground Floor

(±0'-0" to +12'-0")

First Floor

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.5 Code -114

Item # 56+134+137 215 Cft 100 Cft 24,314.96

Item #

56+134+137+92 320 Cft 100 Cft 25,264.16 Item #

56+134+137+92

+93 0 Cft 100 Cft 26,015.61

3.6 Code -114

Item # 57+134+137 0 Cft 100 Cft 23,691.64

Item #

57+134+137+92 0 Cft 100 Cft 24,640.84 Item #

57+134+137+92

+93 0 Cft 100 Cft 25,392.29

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

(+12'-0" to +33'-0")





days) with a mix not leaner than 1:1-1/2:3 in ordinary slab

more than 6 inches (152 mm) thick including form work and

its removal compacting and curing etc. complete but

excluding the cost of reinforcement, in basement plinth

and ground floor etc. complete in all respects as per


Engineer.



Ground Floor

(±0'-0" to +12'-0")

First Floor





days) with a mix not leaner than 1:1-1/2:3 in ordinary slab

5 inches (127 mm) to 6 inches (152mm) thick including form

work and its removal compacting and curing etc.

complete but excluding the cost of reinforcement, in

basement plinth and ground floor etc. complete in all





Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +24'-0")

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES

(Academic Block)


Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.7 Code -114

Item # 166 4500 Kg Kg 123.02

Item # 166+174 4110 Kg Kg 124.47

Item #

166+174+174 0 Kg Kg 125.92

Item #

166+174+174+174 0 Kg Kg 127.37 Item #

166+174+174+174+

174 730 Kg Kg 128.82

(+12'-0" to +24'-0")

(+12'-0" to +33'-0")

Second Floor

(+24-0" to +40'-0")

(+33-0" to +60'-0")



(minimum yield point 60,000 psi or 414 Mpa) reinforcement

bars with & including the cost of straightening, cutting,

bending, binding, wastage, and such overlaps as are not

shown in the drawings, placing in position on cement

concrete 1:2:4 precast or Ms. chairs, tying with binding wire,

cost of chairs and wires etc. in all kinds of RCC work in

foundation, basement, plinth and ground floor of building

including septic tanks and under ground tanks and in

projections for future extension.etc. complete in all






Ground Floor

(±0'-0" to +12'-0")

First Floor

ADMINISTRATION BLOCK(EXT. DEVELOPMENT WORKS)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Civil Works

S.NO: Amount

A SCHEDULE ITEMS

1


1







(NON COVERED AREA)

Civil SUMMARY

Description


(NON COVERED AREA)

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES



1 2 4 5 6 7 = 4 x 6

1

1.1 Code -103,



1.2 Code -104

Item #4

10880 Cft 100 Cft 261.80

1.3 Code -117

Item #1

2720 Cft 100 Cft 3,251.34

2

2.1 Code -106

Item # 11755 Cft 100 Cft 14,411.43

2.2 Code -106

Item # 12 3345 Cft 100 Cft 15,840.97



3/4" inch (19 mm) and down gauge in foundation, basement and

plinth including form work, compacting, curing and removal of

form work etc. complete, foundation and basement up to 5 feet

(1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground

level etc. complete in all respects as per drawing, standard ,






3/4" inch (19 mm) and down gauge in foundation, basement and

plinth including form work, compacting, curing and removal of

form work, etc. complete, foundation and basement up to 5 feet

(1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground

level etc. complete in all respects as per drawing, standard ,



1500 Psi)

EARTH WORKS

Excavation for foundation trenches and drains in gravelly soil and

back filling the excavated material in foundation trenches, plinth

or under floor including breaking clods, watering, consolidation by

ramming in layers not exceeding 9 inches (229 mm) in depth to

full compaction, dressing and disposal of surplus excavated stuff

as directed lead upto one chain (30.5 R.m) and lift upto 5 feet

(1.52 m).

Filling bajri available at site in foundation plinth or under floor, etc.

including dressing, watering, consolidation by ramming in layers

not exceeding 9 inches (229 mm) in depth to full compaction,

complete within a lead of one chain (30.5 R.m) and lift of 5 feet

(1.52 R.m). etc. complete, including all lifts etc. complete in all



Providing and laying soling stones 6 inches to 9 inches (152 mm to

229 mm) size under floors/foundations & where required etc.

including packing with sprawls and chips and consolidating etc.

complete in all respects as per drawing, standard , specifications

and as directed by the Engineer.

SUB STRUCTURE

CONCRETE WORKS

Amount

(Pak Rs.)

3

A-SCHEDULE ITEMS

All items under this head (Structure work) to be carried out




Due to pitch roof second pera of clause No 1.9 of General

conditions of PWD schedule of rates-2012 will be applicable

for the height of the higher side.

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.3 Code -114

Item # 1+134+137 0 Cft 100 Cft 21,685.85

2.4 Code -114

Item # 4+135+138 0 Cft 100 Cft 26,704.50

2.5 Code -114

Item # 8+134+137 0 Cft 100 Cft 22,344.09

2.6 Code -114

Item #

99+135+138 0 Cft 100 Cft 23,123.76

2.7 Code -114

Item #

104+135+138 0 Cft 100 Cft 28,412.51





1:1:2 in top slab of rectangular underground water tank or septic

tank including form work and its removal, compacting and curing

etc. but excluding the cost of reinforcement, foundation

basement and plinth.etc. complete in all respects as per drawing,


UGWTank Top Slab





sq. inch (31.04 N/mm2 at 28 days) with a mix not leaner than 1:1:2

in columns of square or rectangular shape of regular section

including form work and its removal, compacting and curing etc.

but excluding the cost of reinforcement, in foundation basement

and plinth. etc. complete in all respects as per drawing,


Columns upto plinth





sq. inch (23.24 N /mm 2 at 28 days) with a mix not leaner than

1:1-1/2:3 in plinth beams of required shape and design including

form work and its removal, compacting and curing etc. but

excluding the cost of reinforcement, foundation basement and

plinth etc. complete in all respects as per drawing, standard ,








1:1:2 in foundation or bottom slab of rectangular underground

water tank or septic tank including form work and its removal,


reinforcement, tn foundation basement and plinth.etc. complete

in all respects as per drawing, standard , specifications and as


UGWTank Bottom Slab





sq. inch (23.24 N/mm2 at 28 days) with a mix not leaner than 1:1-

1/2:3 in columns footing of required shape including form work

and its removal, compacting, leveling and curing etc. complete

but excluding the cost of reinforcement, in foundation basement

and plinth etc. complete in all respects as per drawing, standard

, specifications and as directed by the Engineer.



EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

2.8 Code -114

Item #

101+135+138 0 Cft 100 Cft 28,723.31

2.9 Code -114

Item # 166

0 Kg Kg 123.02

2.10 Code -108

Item # 12

5185 Sft 100 Sft 648.08

3

3.1 Code -114

Item #

24+135+138 0 Cft 100 Cft 30,389.36

Item #

24+135+138+92 0 Cft 100 Cft 31,338.56 Item #

24+135+138+92+

93 0 Cft 100 Cft 32,090.01

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")

SUPER STRUCTURE






in columns of square or rectangular shape of regular section


but excluding the cost of reinforcement, in the ground floor etc.




Ground Floor

(±0'-0" to +12'-0")





1:1:2 in walls of rectangular underground water tank or septic

tank including form work and its removal, compacting and curing

etc. but excluding the cost of reinforcement, tn foundation

basement and plinth.etc. complete in all respects as per drawing,


UGWTank Walls






placing in position on cement concrete 1:2:4 precast or Ms. chairs,

tying with binding wire, cost of chairs and wires etc. in all kinds of

RCC work in foundation, basement, plinth and ground floor of

building including septic tanks and under ground tanks and in

projections for future extension.etc. complete in all respects as

per drawing, standard , specifications and as directed by the

Engineer.




Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49

Kg/sm) on walls and floor in ground floor etc. complete in all



EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.2 Code -114

Item # 30+136 145 Cft 100 Cft 20,751.67

Item # 30+136+92 180 Cft 100 Cft 21,700.87

Item #

30+136+92+93 95 Cft 100 Cft 22,452.32

3.3 Code -114

Item #

30+135+138 0 Cft 100 Cft 28,692.59

Item #

30+135+138+92 0 Cft 100 Cft 29,641.79 Item #

30+135+138+92

+93 0 Cft 100 Cft 30,393.24

3.4 Code -114

Item #

38+134+137 0 Cft 100 Cft 24,839.57

Item #

38+134+137+92 0 Cft 100 Cft 25,788.77 Item #

38+134+137+92

+93 0 Cft 100 Cft 26,540.22

Beams /Arches/ purdi / bracing / lintels / nibs / sills / coping /

parapet wall /bands/around opening and projections


Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")

Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")





1:1-1/2:3 in straight beams lintels cantilever beams of required

shape or section including form work and its removal,


reinforcement, in basement and ground floor etc. complete in all



(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")





in straight walls more than 6 inches (152 mm) thick including form

work and its removal, compacting and curing etc. but excluding

the cost of reinforcement, in foundation basement and plinth








in straight walls, vertical fins etc. more than 6 inches (152m) thick


but excluding the cost of reinforcement, in the ground floor etc.



Fins (Cylindrical Strength 2500 Psi)

Ground Floor

EA Consulting

(Pvt) Ltd.


(PACKAGE-II)

BILL OF QUANTITIES



Amount

(Pak Rs.)

3

S.No

PWD

Schedule 2012

Ref.No


(Pak Rs.)

3.5 Code -114

Item #

56+134+137 0 Cft 100 Cft 24,314.96

Item #

56+134+137+92 0 Cft 100 Cft 25,264.16 Item #

56+134+137+92

+93 0 Cft 100 Cft 26,015.61

3.6 Code -114

Item #

57+134+137 0 Cft 100 Cft 23,691.64

Item #

57+134+137+92 0 Cft 100 Cft 24,640.84 Item #

57+134+137+92

+93 0 Cft 100 Cft 25,392.29

3.7 Code -114

Item # 166 430 Kg Kg 123.02

Item # 166+174 535 Kg Kg 124.47

Item #

166+174+174 285 Kg Kg 125.92

(+12'-0" to +28'-0")

(+28'-0" to +48'-0")


(+12'-0" to +28'-0")

(+28'-0" to +48'-0")





placing in position on cement concrete 1:2:4 precast or Ms. chairs,

tying with binding wire, cost of chairs and wires etc. in all kinds of

RCC work in foundation, basement, plinth and ground floor of

building including septic tanks and under ground tanks and in

projections for future extension.etc. complete in all respects as


Engineer.




Ground Floor

(±0'-0" to +12'-0")

First Floor

(+28'-0" to +48'-0")





1:1-1/2:3 in ordinary slab more than 6 inches (152 mm) thick

including form work and its removal compacting and curing etc.

complete but excluding the cost of reinforcement, in basement

plinth and ground floor etc. complete in all respects as per


Engineer.



Ground Floor

(±0'-0" to +12'-0")

First Floor





1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152mm)

thick including form work and its removal compacting and curing

etc. complete but excluding the cost of reinforcement, in

basement plinth and ground floor etc. complete in all respects as


Engineer.



Ground Floor

(±0'-0" to +12'-0")

First Floor

(+12'-0" to +28'-0")

ELECTRICAL WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

(External Development)

Electrical Works

S.NO: AMOUNT

A SCHEDULE ITEMS


1

2

3

4

5

6


EARTHING SYSTEM


DIESEL GENERATOR SET




CONDUITS & PIPES


MV / LV CABLES AND WIRES

SUB STATION EQUIPMENTS

Electrical SUMMARY

DESCRIPTION

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES

Infrastructure Works

Electrical Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES

a) Supply and installation of following size UPVC Pipe









b) Providing and Construction of Manhole Size 3'-0" x 3'-0"





10 No.

c) Providing and Construction of Handhole Size 2'-0" x 2'-





2 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)










respect.

i FP-01 1 No.

ii DB-PUMP 1 No.


following Isolators in 16 swg sheet metal steel

enclosure with neutral and earth terminal strips,

including all accessories, as per drawings and


i 100A, TPN Weatherproof type Isolator 1 No.

ii 40A, TPN Weatherproof type Isolator 1 No.


following Manual Change Over Switch in 16 swg sheet

metal steel enclosure with neutral and earth terminal

strips, including all accessories, as per drawings and


i 1000A, 4-Pole Manual Change Over Switch 1 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

3 MV / LV CABLES AND WIRES




armoured / unarmoured, 0.6 kV/1 kV, 450/750V or

300/500V voltage grade copper cable in already laid

PVC conduit / cable tray / trench including all

accessories lugs, cable gland etc. as per drawings


a) 3 Core, AL/XLPE/SWA/PVC Cable (15kV)

i 3C, 240 Sqmm AL/XLPE/SWA/PVC (15kV) 20 Rm.

ii 3C, 120 Sqmm AL/XLPE/SWA/PVC (15kV) 155 Rm.

b) 4 Core, AL/PVC/SWA/PVC Cable (600/1000V)

i 4C, 240 Sqmm AL/PVC/SWA/PVC 300 Rm.

ii 4C, 150 Sqmm AL/PVC/SWA/PVC 165 Rm.

iii 4C, 70 Sqmm AL/PVC/SWA/PVC 30 Rm.

iv 4C, 35 Sqmm AL/PVC/SWA/PVC 150 Rm.

v 4C, 16 Sqmm AL/PVC/SWA/PVC 30 Rm.

c) 1 Core, AL/PVC/SWA/PVC Cable (600/1000V)

i 1C, 150 Sqmm AL/PVC/SWA/PVC 80 Rm.

d) 1 Core, AL/PVC Cable as ECC (450/750V)


ii 1C, 150 Sqmm AL/PVC 205 Rm.

iii 1C, 35 Sqmm AL/PVC 30 Rm.

iv 1C, 16 Sqmm AL/PVC 165 Rm.




armoured / unarmoured, 0.6 kV/1 kV, 450/750V or

300/500V voltage grade copper cable in already laid

PVC conduit / cable tray / trench including all

accessories lugs, cable gland etc. as per drawings


a) 1 Core, Cu./PVC Cable

i 1C, 300 Sqmm CU/PVC 50 Rm.


i 1C, 300 Sqmm CU/PVC 10 Rm.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

4 SUB STATION EQUIPMENTS

All items under this head to be carried out as per

technical specifications and approval, Drawings,

relevant BSI /ASTM Standards, IEC regulation,

complete in all respect and to the entire satisfaction

of the Employer, and as mentioned in General Notes

or noted otherwise, Including providing of shop and

as built drawings. complete in all respects.


following indoor floor standing totally enclosed, dust

protected and vermin proof, sheet metal clad cubical

type, 3-phase 3-wire 50Hz in free standing design

including all accessories with a set of 3-phase

insulated copper bus bars of rated capacity 630

Amps, fine wiring with cleats and ferrules, earthing bar

connecting stids, manual charging handle, cable

sockets, designation labels, holding doen bolts, MV

Switchgear with incoming and outgoing disconnect

switches and other components as per SLD and

WAPDA specifications, including MV cable

terminations, as per drawing, specifications and

approvals, complete in all respect.

i MV Switchgear (630A VCB) 11kV Panel in MV Switch

Room

- No.

b) Supply and installation following Accessories / Signs as

per drawings and specifications, including all

mounting accessories, complete in all respects.

i Supply and laying of 600mm wide, 6 mm thick Rubber

mat piece to be installed all along Switchgear in

substation rooms as per requirements and

specifications, complete in all respect. (for 2 No. MV

Switchgears)

- Job

ii Danger Boards, Emergency Signs etc. - Job

c) Supply, installing, testing and commissioning of

following 11000 / 415V, 50Hz, 3 phase, 4 wire, Pad

mounted Transformer (PMU) with housing, including

MV incoming, outgoing loop to the other Transformer

and outgoing Disconnect Switches, MV HRC Fuse

Links, LV Breaker, control cables and all necessary

installation accessories etc., as per WAPDA

specifications, drawings, data sheets and approval.

Complete in all respects.

i 630 kVA Pad Mounted Transformer (PMU) - No.

d) Supply and Construction of RCC foundation (PAD),

including excavation and backfilling for respective

Transformer. Construction with class "C" concrete used

water resistance chemical, water proofing material

applied on structure surfaces are concealed below

FGL / FFL, Pad size as per base of Transformer and as

directed by the consultant, complete in all respect.

1 Job


Not Applicable

Not Applicable

Not Applicable

Not Applicable

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

5 DIESEL GENERATOR SET


kVA (Prime Power Rated) 3 phase, 4 wire, 400V Diesel

Generator set with Weatherproof accoustic canopy,

Electronic Governor, AMF, an advanced LCD Display

control panel (Programmable), as per specification,

including transportation up to site and safety store.

Exhaust piping, ducting, Residential silencer with

elbow, also inclusive of power cable end termination

with the approval of engineer. complete in all

respect.

- No.

b) Providing and Construction of RCC base as

foundation/pad for above Generators (as per

recommendation of manufacturer & specification),

with the approval of engineer, complete in all

respect.

1 Job.

c) Supply and Handing Over to Client Representative of

Standard Spare Parts as recommended by the

manufacturer for the operation of 1000 hours for

above D.G. Sets (List of Spares to be provided as per

specification) and as per standard engine &

alternator models provided by manufacturer.

- Lot.

d) Getting necessary Approval / NOC's for Installation of

above Generators from concerned Authorities

(Electric Inspector) etc., is the responsibility of

contractor. However all official fees/expenses shall be

paid by client.

- Job.

e) Supply, installing, testing and commissioning of

Control Cabling with appropriate sized (multicore)

cable as per manufacturer recommendation,

between Generator and emergency DB, including

terminations and all mounting accessories etc.,


- Job.

f) Supply, installing, testing and commisioning of

following sizes of Automatic Transfer Switch (ATS) with

manual bypass switch as per specifications and

drawings, complete in all respects.

i 500A ATS 4 Pole - No.


Not Applicable

Not Applicable

Not Applicable

Not Applicable

Not Applicable

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Electrical Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

6 EARTHING SYSTEM












test reports.



7 No.







respect.


ii 95 Sq.mm Cu/PVC 40 Rm.

iii 35 Sq.mm Cu/PVC 10 Rm.


ELV WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

S.NO: AMOUNT

A SCHEDULE ITEMS


1

2


CONDUITS & PIPES

VOICE, DATA COMMUNICATION (Passive Equipment Only)


ELV SUMMARY

DESCRIPTION




EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

1 CONDUITS & PIPES

a) Supply and installation of following size UPVC Pipe









ii 100mm dia uPVC Conduit (Class-D Road Crossing

Sleeves)

40 Rm.

b) Providing and Construction of Handhole Size 2'-0" x 2'-





16 No.


EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


ELV Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2004 Ref.No


(Pak Rs.)

2




of Cat-5e, 25 pair Backbone cable in already laid

UPVC conduit, including with all the necessary

accessories as per drawing and specifications,


860 Rm.

b) Supply, laying, termination, testing and commissioning

of 8 Core Single mode Fiber Optic Cable in already

laid UPVC conduit, as shown in drawings including

termination and tagging at both ends, as per

standard specifications with all termination

accessories up to entire satisfaction of IT Engineer.

1,335 Rm.

c) Installation, testing and commissioning by







1 Job.


PLUMBING WORKS

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Plumbing Works

S.NO: AMOUNT

A SCHEDULE ITEMS

1


1






IRRIGATION WORKS

PLUMBING SUMMARY

DESCRIPTION


EA Consulting


(PACKAGE-II)

BILL OF QUANTITES


Plumbing Works

1 2 3 4 5 6 7 = 4 X 6

SCHEDULE ITEMS









12 kg/cm2 ).

i 4" inches (100 mm) dia pipe 140 RFt 328.36

ii 3" inches (80 mm) dia pipe 320 RFt 207.10

iii 1 1/2" inches (40 mm) dia pipe 60 RFt 80.05


AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITES


Plumbing Works

AMOUNT

(Pak Rs.) S.No

PWD

Schedule

2012 Ref.No


(Pak Rs.)

NON-SCHEDULE ITEMS

2 ValvesSupply & installation testing and commissioning of

PVC PN-16 Irrigation Bib Tap with quick coupling

connection to be coupled with PVC Pipe, as per

drawings, specifications and Engineers

Recommendationi 1 1/4" dia 9 Nos

3 Air Relief Valves

Supply & installation testing and commissioning of

25mm PN-20 Automatic Air Relief valve to be installed

in Irrigation Mains, as indicated on the drawings, as


1 Nos

5 Thrust block

Construction of Thrust block to be provided at critical

points, bends as per specifications and engineers

Approval

1 Nos

6 Excavation and Backfill for Pipes

Excavation and backfilling in all kinds of soils, dry or

wet, hard or soft, up to depth of 2.0 meters including

site clearing and backfilling or filling the excavated

material to specified depth to any lead within site,

complete with dewatering, breaking clods, leveling,

dressing, watering and compaction to obtain 95%

modified AASHTO density, complete as per drawing

and specifications and approval of the Engineer.

1 Job

9 Submersible Irrigation Pumps

Supply , Installation, Testing and Commissioning of

submersible pump sets for Irrigation water of below

mentioned fittings and as required for proper

operation of pumps, as indicated on the drawings, as

per specifications and Engineers Approval:-

1- Submersible Pump Set with Comprising of 1 Duty, 1

standby Pumps

(Pump Flow (each) = 60GPM @ 5.0 bars Head)

2- 63mm dia PN-16 Ductile Iron Disk type Non Return Valve

= 02 No's

3- 63mm dia Gate Valve

4- Pump Control Panel = 01 No's

5- 25mm Air Relief Valve = 01 No's

1 Set


PUBLIC HEALTH (Sewerage System)

EA Consulting

(Pvt) Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2

3

4


5

6

7

8

9



SEPTIC /HOLDING TANK


Add ____% Premium on Sewerage System of PWD-2012


R.C.C MANHOLE COVER

M.S LADDER RUNGS FOR MANHOLE

GRANULAR BEDDING

PIPES (Upvc)

SEWERAGE SYSTEM SUMMARY

DESCRIPTION

EARTH WORK ITEMS

PLAIN CEMENT CONCRETE ITEMS


STEEL REINFORCEMENT

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

1 Sub Head

Code-127

1.1

For Pipe Line 33,343 100 Cft 594.03

For Manhole 4,535 100 Cft 594.03

1.2


For Manhole 1,015 100 Cft 671.38

1.3


For Manhole 272 100 Cft 748.73

2 Sub Head

Code-102

2.1 Graded material obtained from required

excavation 7,057 100 Cft 2,314.41

2.2 Backfill materia from outside Source Rate only 100 Cft 2,314.41

Item#148

P-446

From -5' - 0" to -8' - 0"

Item#148

P-446

From -8' - 0" to -11' - 0"

Supplying and filling approved quality

imported earth in depressions within a radius

of 5 miles (8 km) including breaking clods,

levelling, dressing, watering and

consolidating in 6 inches (152 mm) layers etc.

complete, including all lifts.etc. complete in

all respects as per drawing, standard ,

specifications and as directed by the

Engineer.

Item#14 P-12

Amount of Eath work Items

DESCRIPTION

3

SCHEDULE ITEMS

EARTH WORK ITEMS

EXCAVATIONS, SHORING AND DEWATERING

Excavation in all kind of soils in trenches,

manhole and channels including dressing to

required section and backfilling excavated

stuff including watering, ramming etc. in

layers as per direction of Engineer-in- Charge

and disposal of surplus earth complete: lift

upto 5 ft. (1.52 m) and lead upto 100 ft. (30.5

m) etc. complete in all respects as per

drawing, standard , specifications and as


Item#148

P-446

From ± 0'-0" to -5' - 0"

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT

(Pak Rs.) DESCRIPTION

3

Sub Head

Code-105

3.1

322 100 Cft 10,505.04

4

Sub Head

Code-114

4.1

Item#2,

P-135 1,506 100 Cft 14,922.33

Providing and laying 1:2:4 (1 cement 2 sand

and 4 coarse aggregate) cement concrete

using graded gravel (bajri) 1inch (25 mm)

and down gauge in foundation including

levelling, compacting and curing etc.

complete in all respects as per drawing,

standard , specifications and as directed by

the Engineer.

Below foundation, trenches, manhole

situ,tanks, and where required (Ratio 1:2:4)

Amount of Plain Cement Concrete Items

FOR PIPE ENCASEMENT


PLAIN CEMENT CONCRETE WORKS

Providing and laying 1:4:8 (1 cement 4 sand

and 8 coarse aggregate) cement concrete

using graded gavel (bajri) 1 inch (25 mm)

and down gauge in foundation including

levelling, compacting and curing etc.



the Engineer.

Below foundation, trenches, manhole

situ,tanks, and where required (Ratio 1:4:8)

(1000 Psi)

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT


5

Sub Head

Code-114

Item#1,P-135

5.1 i

635 100 Cft 16,626.18

5.2 ii

1,488 100 Cft 16,626.18

6

Sub Head

Code-108

Item#12,

P-48

6.1 For Manhole 2,669 100 Sft 648.08

7

Sub Head

Code-124

Item#94,

P-355

7.1685 Rft 333.08

Providing and fixing plain polyvinyle chloride

(PVC) water stops 8" (203 mm) wide in vertical

or horizontal expansion joints including cutting

and jointing etc. complete in all respects as

per drawing, standard , specifications and as


For Any type of Tanks/Walls, manhole and

where required etc.

Amount of Reinforced Cement Concrete Items

PVC WATER STOPER BAR


Providing and laying reinforced cement

concrete using screened graded bajri 3/4

inch (19 mm) and down gauge having a

minimum works cube crushing strength of

2250 Ibs. per sq inch (15.52 N/mm2 ) at 28

days with a mix not leaner than 1:2:4 in

required shape including form work and its

removal, compacting and curing etc.

complete but excluding the cost of

reinforcement.etc. complete in all respects as



BOTTOM SLAB

RCC MANHOLE (3'-0" Internal Diameter)

WALLS

RCC MANHOLE (3'-0" Internal Diameter)

BITUMEN COATING

Providing a coat of bitumen emulsion at 10

Lbs. per % sft. (0.49 Kg/sm).etc. complete in all

respects as per drawing, standard ,

specifications and as directed by the

Engineer.

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT


8

Sub Head

Code-114

Item#166,

P-159

8.1 8,415 Kg 123.02

STEEL REINFORCEMENT

Providing and laying hard grade ribbed

deformed (minimum yield point 60,000 psi)

reinforcement bars with & including the cost

of straightening, cutting, bending, binding,

wastage, and such overlaps as are not shown

in the drawings, placing in position on

cement concrete 1:2:4 precast or m.s. chairs,

tying with binding wire, cost of chairs and

wires etc. in all kinds of RCC work in

foundation, basement, plinth and ground

floor of building including septic tanks and

under ground tanks and in projections for

future extension . etc. complete in all respects

as per drawing, standard , specifications and

as directed by the Engineer.

(Bars to be cut and placed in position at any

level according to the Bar bending schedule

prepared by the contractor and approved

by the Engineer).

Deformed bars (Grade-60)

Amount of Steel Reinforcement Items

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT


9

9.1 i)

RCC Precast cover circular shape (24"

dia) 31 No

10

174 No

11

3,322 Cft

12

12.1 2,269 Rft

GRANULAR BEDDING

Providing, spreading, and consolidating of

granular bedding material of approved

quality including watering etc .complete in all

respect as per drawings and specification

and as directed by the Engineer Incharge.

PIPES (Upvc)

Providing, laying jointing, installing and fixing

UPVC pipes SN-4, Confirmed to

BS3505/PS3501 (cement solvent) of class "B" &

manufacturer's specification including

cutting, jointing, specials, transportation

loading unloading at the site of work

stacking, and testing as per standard with

water minimum pressure as specified etc,

complete in all respect, as per specifications

& relevant drawings and all works to the

entire satisfaction of the Engineer.

200 mm ( 8" ) dia

Providing fabricating and fixing M.S ladder

/rungs as shown in drawing complete with all

fixing arrangements (rawal bolt, etc.) as

shown in drawing enamel painting with rust

proof paint (at any height in any floor) etc.,


standard , specifications and directed by the

Engineer.

NON-SCHEDULE ITEMS

R.C.C MANHOLE COVER

Providing and fixing R.C.C precast manhole

cover including steel reinforcement, angle

iron frame with painting & lifting hook etc.



the Engineer.

M.S LADDER RUNGS FOR MANHOLE

EA Consulting

Pvt Ltd


(PACKAGE-II)

BILL OF QUANTITIES


Sewerage System

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT RATE

(Pak Rs.)

AMOUNT


13

13.1 85,000 UK Gallon

Construction and making of RCC Septic Tank

of size (45' -0" x 30' -0" x 10'-0") depth of

approved design all works comprising of

(Excavation back filling and disposal of

surplus earth , Pcc concrete, RCC bottom &

top slab & walls, cc benching complete with

curing and finishing, providing and fixing MS

foot rest (rungs) as shown on drawings,.

Including cost of Reinforcement bars, Fair

face Steel form work, C.I cover and frame

heavy duty (weight) as shown and bitumen

coating on outer surface up to substructure

level etc, complete in all respect, as per

specifications & relevant drawings and all

works to the entire satisfaction of the

Engineer.

Amount Carried to Sewerage Summary

SEPTIC /HOLDING TANK

PUBLIC HEALTH (Water Supply)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO: AMOUNT

A SCHEDULE ITEMS

1

2

3

4


5

6

7

8

9

10

11

WATER SUPPLY SUMMARY

DESCRIPTION

EARTH WORK ITEMS


REINFORCED CEMENT CONCRETE ITEMS

STEEL REINFORCEMENT

Valves


Add ____% Premium on Plumbing Works of PWD-2012


SAND BEDDING

M.S LADDER RUNGS FOR CHAMBER

HDPE PIPE

PIPES (MS)



Pumping Machinery

ERS Survey & Test Tube Well

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT

RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

1

Sub Head

Code-127

1.1

1.1.1 19,847 100 Cft 594.03

1.1.2 29,495 100 Cft 594.03

2

2.1 12,848 100 Cft 2,314.41

3

Chapter-105

3.1 50 100 Cft 10,505.04

3.2

Chapter-114

3.2.1 222 100 Cft 14,922.33

3.2.2 10 100 Cft 14,922.33

3.2.3 248 100 Cft 14,922.33

Excavation in all kind of soils in trenches, manhole,

chambers, underground tank and channels

including dressing to required section and

backfilling excavated stuff including watering,

ramming etc. in layers as per direction of Engineer-

in- Charge and disposal of surplus earth complete:

lift upto 5 ft. (1.52 m) and lead upto 100 ft. (30.5 m)

etc. complete in all respects as per drawing,


Engineer.

DESCRIPTION

3

SCHEDULE ITEMS

EARTH WORK ITEMS

EXCAVATIONS, SHORING AND DEWATERING

Amount of Eath work Items


PLAIN CONCRETE WORKS

Providing and laying 1:4:8 (1 cement 4 sand and 8

coarse aggregate) cement concrete using graded

gavel (bajri) 1 inch (25 mm) and down gauge in

foundation including levelling, compacting and

curing etc. complete in all respects as per drawing,


Engineer.

Item#148

P-446

From ± 0'-0" to 5' - 0"

For Pipe Line

For Chamber

Chapter-102 Supplying and filling approved quality imported

earth in depressions within a radius of 5 miles (8 km)

including breaking clods, levelling, dressing,

watering and consolidating in 6 inches (152 mm)

layers etc. complete, including all lifts.etc. complete

in all respects as per drawing, standard ,


With new earth excavated from outside.

Amount of Plain Cement Concrete Items

Concrete Cylindrical strength of 1000Psi Ratio 1:4:8

Providing and laying 1:2:4 (1 cement 2 sand and 4

coarse aggregate) cement concrete using graded

gravel (bajri) 1inch (25 mm) and down gauge in

foundation including levelling, compacting and

curing etc. complete in all respects as per drawing,


Engineer.

Item#2,

P-135

Concrete Cylindrical strength of 3000Psi for Section

under carriage way

Concrete Cylindrical strength of 3000Psi for Thurst

block

Concrete Cylindrical strength of 3000Psi for Chamber

walls

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT

RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

DESCRIPTION

3

4

Chapter-114

Item#1,P-135

4.1174 100 Cft 16,626.18

5

Chapter-108

Item#12,

P-48

5.1 528 100 Sft 648.08

6

Chapter-114

Item#166,

P-159

6.1 392 Kg 123.02

REINFORCED CEMENT CONCRETE ITEMS


Providing and laying reinforced cement concrete

using screened graded bajri 3/4 inch (19 mm) and

down gauge having a minimum works cube

crushing strength of 2250 Ibs. per sq inch (15.52

N/mm2 ) at 28 days with a mix not leaner than 1:2:4

in required shape including form work and its

removal, compacting and curing, but excluding

the cost of reinforcement.etc. complete in all

respects as per drawing, standard , specifications


Chambers Bottom & Top Slab (4000 Psi)

BITUMEN COATING

Providing a coat of bitumen emulsion at 10 Lbs. per

% sft. (0.49 Kg/sm).etc. complete in all respects as



Amount of Reinforced Cement Concrete Items

STEEL REINFORCEMENT


(minimum yield point 60,000 psi) reinforcement bars

with & including the cost of straightening, cutting,

bending, binding, wastage, and such overlaps as

are not shown in the drawings, placing in position on

cement concrete 1:2:4 precast or m.s. chairs, tying

with binding wire, cost of chairs and wires etc. in all

kinds of RCC work in foundation, basement, plinth

and ground floor of building including septic tanks


extension .


according to the Bar bending schedule prepared by

the contractor and approved by the Engineer).

Deformed bars (Grade-60) (for chamber )

Amount of Steel Reinforcement Items

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT

RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

DESCRIPTION

3

7

2,534 Cft

8

28 No

9

9.1 850 P.Rft

9.2 770 P.Rft

9.3 60 P.Rft

10

10.1

300.00 P.Rft

10.2

450.00 P.Rft

10.3

60.00 P.Rft

NON SCHEDULE ITEMS

SAND BEDDING

Providing, spreading, and consolidating of sand

bedding material of approved quality including

watering etc. complete in all respects as per

drawing, standard , specifications and as directed

by the Engineer.

M.S LADDER RUNGS FOR CHAMBER

Providing fabricating and fixing M.S ladder /rungs

as shown in drawing complete with all fixing

arrangements (rawal bolt, etc.) as shown in drawing

enamel painting with rust proof paint (at any height

in any floor) etc., complete in all respects as per

drawing, standard , specifications and directed by

the Engineer.

HDPE PIPE

Providing, Laying, jointing, commissioning, testing

and disinfection of HDPE pipes of below mentioned

diameter and pressure confirming to specified

standards, in trenches to correct alignment and

grade as indicated in the drawing and

specifications including cost of all fittings, (bend,

tee, yee of any degree & reducer flange adopter,

stub end ) and all other accessories, equipment etc

, complete in all respect, as per specifications,

relevant drawings and all works to the entire


O.D 160 mm (6.299 inch) PN -10

O.D 125 mm (4.92 inch) PN -10

O.D 110 mm (4.33 inch) PN-10

PIPES (MS)

Manufacturing, supplying, laying, jointing, testing,

disinfection & commissioning of Black steel M.S Pipe

made out of M.S sheet confirming to API 5L grade X

42 (Spirally Welded) with ERW & Externally asphalt

coated with fiber glass 5 mm thick & internally CC

Lining 8mm thick as per American Water Works

Association (AWWA) Specification i/c jointing with

welding in trenches i/c cost of all fittings, bend, tee,

yee of any degree & reducer (if required) and

testing with water specified pressure for different dia

of pipes as below complete in all respect as per

drawings, specifications and as directed by the

Engineer/Incharge.

For Supply, Overflow, Drain out and manifold Pipe

150mm (I.D)

For Tube well Suction Pipe

150mm (I.D)

For Discharge Pipe and suction pipe

100mm (I.D)

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT

RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

DESCRIPTION

3

11

11.1 2 Each

11.2 1 Each

11.3 2 Each

12

12.1 1 Each

13

13.1 1 Each

14

14.1

2.00 No

GATE VALVE

Providing, installing testing and commissioning of

centrifugal pumps including cost of motor of

approved quality and required H.P. i/c cost of all

fittings (Tee, Bends ,Reducer/Expander ), pipe

sleeves, puddle flange,foot valve, gate

valves(100mm dia), Non Return Valve(100mm dia),

pressure gauge, flow meter, air release valve

(double acting), flexible coupling, electrical cables

with float levels to control pump on and off ,

switches, panels with dry running protection, also i/c

cost of suction Pipes etc complete in all respect as

per drawings and specifications and as directed by

the Engineer Incharge.

Providing & Fixing of Flange End Cast Iron Sluice

Valve of Design Standard BS 5150/API 600

compliance with EN 1171/BS 5163 having Nominal

Pressure PN-16 - Class 125 S.S. Cr 13% Seat & Stem

with Nuts, Bolts, Gas kit/Rubber Packing including

Labour complete in all respect, as per specifications

& relevant drawings and all works to the entire


PN-10 150 mm

PN-10 125 mm

PN-10 100 mm

AIR RELEASE VALVE

Supplying, installing, jointing and fixing C.I Air Valve

(Double acting) with SS ball heavy duty pattern of

approved manufacturer's specification (test

pressure ) as per standard including 50mm dia

isolating flanged gate valve, m.s flanges etc

complete in all respect, as per specifications &

relevant drawings and all works to the entire


2" (DN-50)

WASH OUT VALVE

Providing, fixing, jointing and testing of Flanged C.I

Washout valve of approved quality, including

fittings (tee, Bend,flange adaptor),nut, bolts gasket

and washers etc. Complete in all respect as per

drawing and specifications and as directed by the

Engineer.

PN-10 (SDR -21)100 mm

PUMPING MACHINERY FOR UGWT

Pumps 190 IGPM and head of 35.0 m (1 duty / 1

stand by).

EA Consulting


(PACKAGE-II)

BILL OF QUANTITIES


Water Supply

S.NO

PWD

Schedule

2012 Ref.No

QTY UNIT

RATE

(Pak Rs.)

AMOUNT

(Pak Rs.)

1 2 4 5 6 7 = 4 x 6

DESCRIPTION

3

15

15.1

1.00 job.

15.2

1.00 job.

15.3

1.00 Job

15.4

15.4.1

15.4.1.1 1.00 No

TUBEWELL

Perform the Electric resistivity Survey of the land to

identify the availability, potentiality of ground water

and drill a test bore to meet the required flow of 190

IGPM and provide the detail report showing

subsurface lithology and yield test (quantity &

quality) results to consultant for revision in the

pumping machinery and tubewell details. etc

complete in all respect as per drawings and

specifications and as directed by the Engineer

Incharge

Construction of Tubewell i/c Boring in all types of

water bearing soils from ground level upto required

depth, and 16" bore dia including sinking and

drawing of casing pipe, providing, fixing and

installation of screen & blind uPVC pipe class "D"

including all required necessary fittings and

accessories (M.S Cone, nuts, screw, solution,

centralizers, coupling and plug or cap etc.) with

over lapping, Providing and filling Shrouding

material in between bore hole & screen pipe etc

complete in all respects as per standard

specification, drawing and entire satisfaction of the

Engineer. (The configuration of tube well will be

updated after finalization of test results or availablity

of yields)

Construction of Pump Room having size of (12'-0" x

12'-0" x 10'-6" ) for Tube well , i/c excavation,

backfilling, Stone soling, Plain Cement Concrete/

R.C.Concrete column , roof and Beam/Plith beam ,

Wooden formwork/shuttering, Reinforcement,

2coats of Bitumen coating, Damp Proof Course, Anti-

termite treatment by spraying, Block Masonry walls

and steps, Roof treatment Internal & External Plaster

and also Paints internal ,external wall surface door

and windows, M.S Doors, Windows, with all

accessories etc complete in all respect as per

drawing and specification and as directed by the

engineer.

PUMPING MACHINERY

Providing, installing, testing and commisioning of

submersible pump for Tubewell i/c fittings bends,

expenders, flanges ,gate valves (100mm), Non

Return Valve(100mm), pressure gauge, flow meter,

air release valve (double acting 50mm dia ),

electrical cables from tube wells to ugwt with float

levels to control pump on and off, panels with dry

protection , etc, required to complete in all

respects as per standard specification, drawing and

entire satisfaction of the Engineer. (The

configuration of pumping machinary will be updated

after finalization of tube well test results or availablity

of yields)

Pumps 190 IGPM and head of 160 m (1 duty).

Amount carried to water supply Summary

GRADING WORKS

SCHEDULE ITEMS

1 Clearing jungle (ordinary) by cutting, removing all shrubs,

trees, upto 6 inches (152 mm) girth, etc. and taking out their

entire roots and filling the hollows with earth complete with

dressing, consolidating and watering the filling including

stacking the serviceable materials and disposal of useless

material as directed, lead to 10 chains (305 Rm), cost of earth

included.

Sft 40,000 0.43

(PWD) 102, Sr. 1)

2 SUITABLE CUT

Cutting to a required gradient in all kinds of soil (except rock

murum and gravelly soil) and filling and excavated stuff in 6

inches (152 mm) layers in depression, where required or

disposing the same complete with levelling, dressing and

watering the filling and consolidation etc. as required, lead

upto one chain (30.5 Rm) average, and lift upto 5 feet (1.52

Rm).

To Be Used in Refill for Embankment

Cft 589,950 6.35

(PWD) 102, Sr. 6)

3 Add for additionaHift of every 3 feet (0.9 mm) or thereof in

items No.6,8 and 9. ( 3 + 3 Feet Rate 0.77 x 2)Cft 589,950 1.54

(PWD) 102, Sr. 19)

4 Add for additional lead of every one chain (30.5 R.m) or part

thereof in item Nos. 6,8,9,13,15 and 18.

(5.00 Chain x 0.77)

Cft 589,950 3.85

(PWD) 102, Sr. 21)

5 SUITABLE CUT

Cutting to a required gradient in soft, or disintegrated rock by

hammering and chiseling and jumper work including sorting

out and stacking serviceable and unserviceable materials

separately, complete with levelling and dressing as required,

lead upto one chain (30.5 Rm), average, and lift upto 5 feet

(1.52 m).

To Be Used in Refill for Embankment

Cft 31,050 14.84

(PWD) 102, Sr. 10)

6 Add for additional lift of every 3 feet (0.9 m) or part there of in

items 10 to 12. ( 3 + 3 Feet Rate 0.97 x 2)Cft 31,050 1.94

(PWD) 102, Sr. 20)


thereof in item Nos. 10 to 12. (5.00 Chain x 0.97)Cft 31,050 4.83

(PWD) 102, Sr. 22)

Continue

REMARKS

UNIVERSITY OF BALTISTAN SKARDU

ABSTRACT COST OF GRADING

BILL OF QUANTITIES

PACKAGE-II

SR. # Description Unit Quantities Rate Amount

(Rs)

REMARKS

UNIVERSITY OF BALTISTAN SKARDU

ABSTRACT COST OF GRADING

BILL OF QUANTITIES

PACKAGE-II

SR. # Description Unit Quantities Rate Amount

(Rs)

8Making earthen embankments with earth taken from approved

borrow pits including cost of excavation, placing earth in

layers not exceeding 9" (229 m) depth as per approved section

including dressing top and sides of the bank within a lift of 5

ft. (1.52m) and lead upto 100ft. (30.5 m) in all kinds of soil

(except gravelly, murum, wet silt, clay or mud and rock).

Cft 500 5.91

(PWD) 127, Sr. 10)

9 Carriage of Material

Carriage of Sand, Bajri, lime, murum,manure, earth, building

rubbish etc. (Upto 5 Miles)

Cft 500 13.94

(PWD) TRP 4, Sr. 2)

10 Compaction of earthen embankments to full depth and width

below sub-grade level by approved mechanical means in layers

not exceeding 9" (229 mm) in depth at optimum moisture

content including watering, mixing by mechanical means

complete (the sub-grade embankment of 3 Ft. (914 mm) or less

in height shall be compacted to at least 95% modified

A.A.S.H.O. max. dry density or their full depth and width,

embankments over 3 ft. (914 mm) in depth shall have top 3 ft.

(914 mm) compacted to not less than 95% modified

A.A.S.H.O. maximum dry density to their full depth and width

and portion below 3 ft. (914 mm) compacted not less than 85%

modified A.A.S.H.O. max. dry density to their full depth and

width) .

Cft 500 3.01

(PWD) 127, Sr. 18)

11 Disposal of surplus excavated stuff distinct from the

materials and the rubbish accumulated during construction

upto one chain lead (average) and 5 feet (1.52 m) lift, levelling

etc. complete.

Cft 441,000 3.50

(PWD) 102, Sr. 15)


thereof in item Nos. 6,8,9,13,15 and 18.(20 Chain x 0.77)Cft 441,000 15.40

(PWD) 102, Sr. 21)

GRADING BILL (PWD SCHEDULE ITEM)

GRADING BILL PREMIUM ON (SCHEDULE ITEM)

TOTAL CARRIED TO GRAND SUMMARY