NAME OF PROJECT : CONSTRUCTION OF WOMEN UNIVERSITY … · MAK Engineering Services In Association...

488.039 Million

488.039 Million

S.No

Contractor

%age Above/

Below/

At-Par

Contractor Bid

Cost Rs.

1

2

_________________________

Project Manager

MAK Engineering Services

In Association With WADAN

Consultants Peshawar

Director P&D

Women University Mardan

___________________

Vice Chancellor

Women University

Mardan

PACKAGE # 02

Descriptions BOQ Cost Rs.

Schedule Item (MRS-2017) 427,609,359.06

Sign & Seal of the Bidder: _____________________________________________________________

BILL OF QUANTITY

Estimated / PC-I Cost : Rs.

Total Tender Cost : Rs.

Earnest Money : Rs.

Time Limit : Rs.

NAME OF PROJECT : CONSTRUCTION OF WOMEN UNIVERSITY MARDAN.

Non-Schedule Item 46,471,725.53

GRAND TOTAL COST 474,081,084.59

Total Bid Amount in Words: ___________________________________________________________

CONSTRUCTION OF ACADEMIC BLOCK (SOCIAL SCIENCES)

GENERAL ABSTRACT OF BID COST

___________________

Package-2_Women Uni. Mardan_BOQ of 17

MRS- 2017 N.S.I

1 1 427,609,359.06 46,471,725.53 474,081,084.59

Rs. 427,609,359.06 46,471,725.53 474,081,084.59

Rs. 427.609 46.472 474.081

S.NoMRS 2017

Item No.Description of Items Units Quantity Item Rate (Rs) Total Amount (Rs)

1 03-23-dExcavation in foundation of building,

bridges etc complete : in shingle/gravelm3 14,410.92 273.34 3,939,080.87

203-17-a+18-

a,b,c,d

Transportation of earth all types for every

1 km extra lead or part thereof beyond 8

km.(Upto 2 KM)

m3 4,323.28 272.09 1,176,321.26

3 03-22

Dressing of earthwork (done by

machinery or otherwise & left undressed)

to designed section

m2 4,113.41 9.81 40,352.55

4 03-16-a

Filling, watering and ramming earth under

floor with surplus earth from foundation,

etc

m3 7,205.46 103.30 744,324.02

5 26-15Spraying anti-termite liquid mixed with

water in the ratio of 1:40m2 4,856.44 13.59 65,999.02

6 06-05-i

Plain Cement Concrete including placing,

compacting, finishing & curing (Ratio

1:4:8)

m3 413.53 5,481.08 2,266,591.01

7 06-06-b-03

RCC in raft foundation slab, base slab of

column & ret. wall etc, not including in 06-

06. Type C(1:2:4)

m3 2,532.28 8,330.73 21,095,740.96

8 06-06-b-02

RCC in raft foundation slab, base slab of

column & ret. wall etc, not including in 06-

06 Type B (1:1.5:3)

m3 644.72 9,724.42 6,269,528.06

BILL OF QUANTITIES (BOQ)

01 : CIVIL WORK ------ S.I

1.1 - WORKS IN SUB-STRUCTURE

NOTE:

Bidding Documents are available in the office of ABC Peshawar, Ph # 091-0000000, 0332-0000000 and

can be obtained on any working day during office hours at least one day before the closing date @ Rs.

0000/- Per set.

NAME OF PROJECT : CONSTRUCTION OF WOMEN UNIVERSITY MARDAN.

S.No. # 1: CONSTRUCTION OF ACADEMIC BLOCK (SOCIAL SCIENCES)

NOTE: All other/ extra items if required on site will be paid on MRS-2017 or Market Rate Analysis.

S.No Descriptions NoEstimated Cost Rs. (M) Total Estimated

Cost Rs. (M)

Academic Block (Sciences)

TOTAL COST

In Million

GENERAL ABSTRACT OF TENDER COST


S.NoMRS 2017


01 : CIVIL WORK ------ S.I9 06-38-b

Erecting & removing formwork to concrete

in any shape / position (Vertical)m2 512.08 552.50 282,924.20

10 06-07-b

Supply & fabricate M.S. reinforcement for

cement concrete (Hot rolled deformed

bars Grade 60)

Tonne 712.78 111,598.88 79,545,449.69

11 07-04-a-03Pacca brick work in foundation and plinth

in Cement, sand mortar 1:4m3 437.09 8,052.81 3,519,802.72

12 12-56-a

Supply and Fixing MS Sheet 16

guage(10x20 feet) box type chowkats

including fixing in position with all charges

for Hold fast, Hinges and Painting etc

m 712.65 1,160.97 827,365.27

13 12-07-c

First class deodar wood wrought joinery in

doors and windows etc. complete : 1.5"

thick

m2 479.23 14,144.77 6,778,598.13

14 12-41-a Fixing Door including chowkats Each 94.00 590.63 55,519.22

15 12-53-d-01

Supply and Fixing aluminium

door/window, Premium 4" sect. Sliding

window

m2 286.90 8,300.02 2,381,275.74

16 12-54-e-03


bronze/black. Other items : Fly screen

shutter with separate outer frame

m2 286.90 3,653.29 1,048,128.90

17 10-26-d

### Providing and Laying marble fine

dressed stone 2-6 feet and 12" wide 1"

thick for Window sills, as per Design and

Drawings, instructions and approval of the

Engineer.

m2 48.79 2,023.17 98,710.46

18 07-30Supplying and filling sand under floor or

plugging in wellsm3 3,077.06 1,059.40 3,259,837.36

19 06-05-i



1:4:8)

m3 338.48 5,481.08 1,855,235.96

20 06-05-f



1:2:4)

m3 256.42 7,257.86 1,861,060.46

21 11-10-bCement plaster 3/8" thick under soffit of

RCC roof slabsm2 1,951.95 255.89 499,484.49

22 12-40

Supply and Fixing accoustic miller fibre

tile ceiling fixed with aluminium tee hung

by GI wire fixed in roof

m2 1,540.93 1,785.48 2,751,299.70

23 11-09-bCement plaster 1:4 upto 20' height 1/2"

thickm2 9,449.47 217.80 2,058,094.57

24 10-26-b

Provide & lay marble fine dressed stone

flooring on surface in white cement

complete: 1" thick (Badel, Silky black,

Sunny white, Sunny Grey or eq)

m2 3,907.95 2,136.04 8,347,537.52

25 06-24-b-03

V. Damp proof c/s plaster, 1 layer

polythene 2 coats bitumen Ratio 1:3 (0.5"

thick), (Washrooms Kitchen wall)

m2 423.43 494.25 209,280.28

26 06-22-b-01

Damp proof course of cem. conc. 1:2:4

including bitumen coat, 1 layer polythene

& 2 coats bitumen (1.5" thick)

m2 139.85 611.86 85,568.62

27 10-38-bGlazed tile 1/4" thick dado jointed in white

cement complete : Coloured Plain tilesm2 393.56 1,541.12 606,523.19

28 10-46-aP/F Ceramic Floor Tiles (Emco, National

or eq) Size : 12" x 12" (Bath Floors)m2 139.85 1,776.21 248,402.97

29 10-26-gProviding and fixing glazed tile colour

printed border 3" widem 239.59 637.98 152,853.63

30 10-26-d

Providing and Laying marble fine dressed

stone 4-5 feet and 12" wide 1" thick for

stairs steps.

m2 80.92 2,023.17 163,714.92


S.NoMRS 2017



31 10-41-b

Provide & lay marble fine dressed and

polished stone dado or skirting in white

cement complete : 1/2" thick (Badel, Silky

black, Sunny white, Sunny Grey or eq)

m2 40.30 1,408.99 56,782.30

32 10-26-b





m2 40.89 2,136.04 87,342.68

33 10-50 Chemical polishing of marble floor/Dado m2 4,070.06 253.49 1,031,719.51

34 12-20-a-01Extra for providing/fixing approved quality

Rim locks : ImportedEach 18.00 1,784.63 32,123.34

35 13-08-a French polishing complete: On new work m2 958.46 671.29 643,404.61

3613-09-

a+b+c

Varnishing wood work, including cleaning

& preparing surface : Three coats.m2 958.46 218.34 209,270.16

3713-30-a+(b

x 2)

Preparing surface and painting with

emulsion paint : 2nd & each subsequent

coat.

m2 8,451.72 323.25 2,732,018.49

38 13-38-(a+b)

Preparing surface & painting with

snowcem / weathershield paint : 2nd &

subsequent coats

m2 3,375.09 266.05 897,942.69

39 16-43

Supply and Fixing polystrene fill in

expansion joints & under diaphragms at

transoms.

m3 4.97 1,403.68 6,976.29

40 06-19Providing and fixing 6" wide GI sheet 18

SWG. stopper to expansion joint.m 141.46 266.99 37,768.41

41 06-06-a-03

RCC in roof slab, beam, column & other

structural members, insitu or precast.

Type C (1:2:4)

m3 1,454.36 9,538.28 13,872,092.90

42 06-06-a-02



Type B (1:1.5:3)

m3 135.93 10,561.09 1,435,568.96

43 06-07-b



bars Grade 60)

Tonne 254.85 111,598.88 28,440,974.57

44 07-05-a-04Pacca brick work in ground floor Cement,

sand mortar 1:5m3 2,501.88 8,452.87 21,148,066.40


sand mortar 1:4m3 1.23 8,623.05 10,606.35

46 07-16-b-04Perf. pacca brick wall 1/2 brick thick in

ground floor : Cement, sand mortar 1:5m2 2,346.05 829.85 1,946,869.59

47 11-18-aCement pointing struck joints, on walls,

upto 20' height : Ratio 1:2m2 637.22 239.39 152,544.10

48 11-31

Extra cost of labour & material for red

oxide pigment in cement pointing to

match bricks

m2 637.22 24.22 15,433.47

49 12-56-a





m 745.58 1,160.97 865,596.01

50 12-07-c



thick

m2 350.33 14,144.77 4,955,337.27


52 12-53-d-01



window

m2 278.53 8,300.02 2,311,804.57

1.2 - WORK AT GROUND FLOOR


S.NoMRS 2017


01 : CIVIL WORK ------ S.I53 12-54-e-03




m2 278.53 3,653.29 1,017,550.86

54 10-26-d





Engineer.

m2 47.40 2,023.17 95,898.26

55 07-30Supplying and filling sand under floor or

plugging in wellsm3 178.42 1,059.40 189,018.15

56 06-05-i



1:4:8)

m3 14.87 5,481.08 81,503.66

57 06-05-f



1:2:4)

m3 268.85 7,257.86 1,951,275.66

58 10-15-e

Provide & lay topping of concrete 1:2:4,

including surface finishing & dividing in

panels : 2" thick

m2 745.82 577.81 430,942.25

59 10-43-d

Providing and Fixing marble strip 2" wide

and 3/8" thick for dividing the floor into

panels

m 815.55 25.84 21,073.81

60 10-45

P/F Precast Concrete 7000 psi TUFF

Tiles over bed of 2" thick sand & 4" thick

brick ballast comp

m2 212.39 1,089.11 231,316.07


RCC roof slabsm2 1,873.39 255.89 479,381.77

62 12-40




m2 1,515.65 1,785.48 2,706,162.76


thickm2 9,661.53 217.80 2,104,281.23

64 10-26-b





m2 3,172.28 2,136.04 6,776,116.97

65 06-24-b-03




m2 390.26 494.25 192,886.01

66 06-22-b-01




m2 150.08 611.86 91,827.95







70 10-26-d



stairs steps.

m2 218.02 2,023.17 441,091.52

71 10-41-b





m2 105.14 1,408.99 148,141.21

72 10-26-b





m2 129.01 2,136.04 275,570.52

73 10-50 Chemical polishing of marble floor/Dado m2 3,624.45 253.49 918,761.83


S.NoMRS 2017


01 : CIVIL WORK ------ S.I74 12-20-a-01Extra for providing/fixing approved quality



7613-09-

a+b+c



7713-30-a+(b

x 2)



coat.

m2 8,384.19 323.25 2,710,189.42

78 16-43



transoms.

m3 4.97 1,403.68 6,976.29



80 06-06-a-03



Type C (1:2:4)

m3 764.92 9,538.28 7,296,021.14

81 06-06-a-02



Type B (1:1.5:3)

m3 135.93 10,561.09 1,435,568.96

82 06-06-eAdd extra labour for RCC in 2nd &

subsequent storeysm3 900.84 844.24 760,525.16

83 06-07-b



bars Grade 60)

Tonne 144.36 111,598.88 16,110,414.32


sand mortar 1:5m3 1,285.92 8,452.87 10,869,714.59


sand mortar 1:4m3 1.23 8,623.05 10,606.35

86 07-06-aAdd extra on item No.07-05 for brick work

in First floorm3 1,287.15 417.29 537,114.82



88 07-17-aAdd extra on item No. 07-16 for pacca

brick work in First floorm2 2,346.05 51.76 121,431.55



90 11-31



match bricks

m2 637.22 24.22 15,433.47

91 12-56-a





m 693.75 1,160.97 805,422.94

92 12-07-c



thick

m2 285.27 14,144.77 4,035,078.54


94 12-53-d-01



window

m2 287.45 8,300.02 2,385,840.75

95 12-54-e-03




m2 287.45 3,653.29 1,050,138.21

96 10-26-d





Engineer.

m2 48.88 2,023.17 98,892.55

1.3 - WORK AT FIRST FLOOR


S.NoMRS 2017


01 : CIVIL WORK ------ S.I97 06-05-f



1:2:4)

m3 253.98 7,257.86 1,843,351.28

98 06-12-bExtra labour for laying concrete (plain or

reinforced) For every extra10' heightm3 253.98 397.29 100,903.71


RCC roof slabsm2 1,856.44 255.89 475,044.43

100 12-40




m2 388.21 1,785.48 693,141.19


thickm2 8,056.50 217.80 1,754,705.70

102 10-26-b





m2 3,159.85 2,136.04 6,749,565.99

103 06-24-b-03




m2 390.26 494.25 192,886.01

104 06-22-b-01




m2 150.08 611.86 91,827.95







108 10-26-d



stairs steps.

m2 80.92 2,023.17 163,714.92

109 10-41-b





m2 36.59 1,408.99 51,554.94

110 10-26-b





m2 129.01 2,136.04 275,570.52


112 10-18

Extra labour for each storey above ground

for mosaic, conglomerate, tiles, stone &

wood floor

m2 4,048.31 45.39 183,752.79




11513-09-

a+b+c



11613-30-a+(b

x 2)



coat.

m2 7,114.64 323.25 2,299,807.38

117 16-43



transoms.

m3 4.97 1,403.68 6,976.29



1.4 - WORK AT SECOND FLOOR


S.NoMRS 2017


01 : CIVIL WORK ------ S.I119 06-06-a-03



Type C (1:2:4)

m3 764.92 9,538.28 7,296,021.14

120 06-06-a-02



Type B (1:1.5:3)

m3 135.93 10,561.09 1,435,568.96

121 06-06-ex2Add extra labour for RCC in 2nd &

subsequent storeysm3 900.84 1,688.48 1,521,050.32

122 06-07-b



bars Grade 60)

Tonne 144.36 111,598.88 16,110,414.32


sand mortar 1:5m3 1,285.92 8,452.87 10,869,714.59


sand mortar 1:4m3 1.23 8,623.05 10,606.35

125 07-06-bAdd extra on item No.07-05 for brick work

in in Second floorm3 1,287.15 794.71 1,022,910.98



127 07-17-bAdd extra on item No. 07-16 for pacca

brick work in Second floorm2 2,346.05 109.26 256,329.42



129 11-31



match bricks

m2 637.22 24.22 15,433.47

130 12-56-a





m 693.75 1,160.97 805,422.94

131 12-07-c



thick

m2 285.27 14,144.77 4,035,078.54


133 12-53-d-01



window

m2 287.45 8,300.02 2,385,840.75

134 12-54-e-03




m2 287.45 3,653.29 1,050,138.21

135 10-26-d





Engineer.

m2 48.88 2,023.17 98,892.55

136 06-05-f



1:2:4)

m3 253.98 7,257.86 1,843,351.28

137 06-12-bExtra labour for laying concrete (plain or

reinforced) For every extra10' heightm3 253.98 397.29 100,903.71


RCC roof slabsm2 1,856.44 255.89 475,044.43

139 12-40




m2 388.21 1,785.48 693,141.19


thickm2 8,056.50 217.80 1,754,705.70

141 11-28

Extra for lime, mud or cement plaster &

pointing from 20' & above for each

additional 10' height

m2 9,912.94 28.20 279,544.91

142 10-26-b





m2 3,159.85 2,136.04 6,749,565.99


S.NoMRS 2017


01 : CIVIL WORK ------ S.I143 06-24-b-03




m2 390.26 494.25 192,886.01

144 06-22-b-01




m2 150.08 611.86 91,827.95







148 10-26-d



stairs steps.

m2 80.92 2,023.17 163,714.92

149 10-41-b





m2 36.59 1,408.99 51,554.94

150 10-26-b





m2 129.01 2,136.04 275,570.52


152 10-18x2

Extra labour for each storey above ground

for mosaic, conglomerate, tiles, stone &

wood floor

m2 4,048.31 90.78 367,505.58




15513-09-

a+b+c



15613-30-a+(b

x 2)



coat.

m2 7,114.64 323.25 2,299,807.38

157 13-37

Extra labour for painting, varnishing etc

from 20' height & above, for every

additional 10'

m2 7,738.20 10.89 84,269.00

158 16-43



transoms.

m3 4.97 1,403.68 6,976.29



160 06-06-a-03



Type C (1:2:4)

m3 116.31 9,538.28 1,109,397.35

161 06-06-a-02



Type B (1:1.5:3)

m3 19.88 10,561.09 209,954.47

162 06-05-f



1:2:4)

m3 28.48 7,257.86 206,703.85

163 06-06-ex3Add extra labour for RCC in 2nd &

subsequent storeysm3 136.19 2,532.72 344,931.14

164 06-07-c



bars Grade 40)

Tonne 13.09 107,564.41 1,408,018.13

1.5 - WORK AT TOP ROOF


S.NoMRS 2017


01 : CIVIL WORK ------ S.I165 07-05-a-04Pacca brick work in ground floor Cement,

sand mortar 1:5m3 391.13 8,452.87 3,306,171.04

166 07-06-cAdd extra on item No.07-05 for brick work

in Third floorm3 391.13 1,172.14 458,459.12



168 07-17-cAdd extra on item No. 07-16 for pacca

brick work in Third floorm2 1,575.79 168.72 265,867.29



170 11-31



match bricks

m2 40.15 24.22 972.43

171 12-53-d-01



window

m2 41.82 8,300.02 347,106.84

172 12-54-e-03




m2 33.46 3,653.29 122,239.08

173 10-26-d





Engineer.

m2 5.58 2,023.17 11,289.29



175 25-47-a

Supplying and Fixing 18 SWG MS Sheet

Door with angle iron frame

(1.5"x1.5"x1/8"), bolt, hinges, paint etc

complete

m2 13.01 5,412.20 70,412.72

176 11-10-cCement plaster 3/8" thick under soffit of

RCC roof slabsm2 852.86 237.75 202,767.47


thickm2 2,958.09 217.80 644,272.00

178 11-28x2

Extra for lime, mud or cement plaster &

pointing from 20' & above for each

additional 10' height

m2 3,810.95 56.40 214,937.58

179 09-05

Single layer of tiles 10"x5"x1.25" laid over

4" earth and 1" mud plaster on top of RC

roof slab

m2 3,654.18 1,401.62 5,121,771.77

180 09-45

Providing and Laying Prestressed Roof

of Slab/Girder, 2" thick PCC 1:2:4 with

chicken mesh, polythene, mud, tar

m2 3,654.18 2,229.74 8,147,871.31

181 09-15 Khuras on roof 2'x2'x6" Each 65.00 639.59 41,573.35

18213-30-a+(b

x 2)



coat.

m2 749.91 323.25 242,408.41

183 13-38-(a+b)

Preparing surface & painting with

snowcem / weathershield paint : 2nd &

subsequent coats

m2 2,554.46 266.05 679,614.08

184 13-37x2

Extra labour for painting, varnishing etc

from 20' height & above, for every

additional 10'

m2 3,304.37 21.78 71,969.18

185 14-70-a

### uPVC Rain Water Down pipe type B

110mm dia including testing with all

accessories (using Dadex or eq) complete

in all respect as per Design and Drawings,

instructions and approval of the Engineer.

m 1,189.02 1,162.54 1,382,283.31

413,509,441.00Sub Total of Sect. # 01- S.I Rs.

02 : INTERNAL ELECTRIFICATION


S.NoMRS 2017



NOTE

The Contractor should note that only

material Listed in Anouxer " A" from

the approval manufactures shall be

allowed to be used on this project.

Where more than one manufactures is

specified against any item the

contractor shall provide samples /

literature ect of the item to the

Engineer In Encharg for selection and

approval . Contractor should be bound

to provide certificate of material which

material they used at side .

Contractor should be bound to provide

Test certificate of Engineering

University, P C S I R Laborite &

Physicists Departments all size of

Cables , all type of Breaker,Other

Material which they used at sides.

NOTE

Supply, installation, testing and

commissioning of the following items

of work (unless specifically stated

otherwise) including all material,

labour, tools, accessories, etc.

required for proper completion of each

item as per specification and drawings

and as directed by the Engineer.

Supply an Erection of single core pvc

insulated copper conductor cable

250/440V &660/1100V Payments shall

be paid actual length installed at site

Complate in all Respects As per

Instruction of Engineer In Charge

1 15-50

Wiring of light/fan/call-bell point in 3/0.029

PVC insulated bare cable in PVC pipe

recessed

Each 2,225.00 906.65 2,017,296.25

2 15-51

Wiring of 2/3-pin 5-Amp. plug point in

3/0.029 PVC insulated bare cable in PVC

pipe recessed

Each 294.00 439.49 129,210.06

Providing & Installation Of following

Sizes P V C Pipe For wiring / main sub

main Cables purpose Payments shall

paid actual lenght installed at site



3 15-02-b-02

Supply and Erection PVC pipe for wiring

purpose complete Recessed in walls

including chase etc : 3/4" i/d

m 1,660.00 312.69 519,065.40

4 15-02-b-03



including chase etc : 1" i/d

m 2,560.00 289.18 740,300.80

5 15-02-b-06




m 160.00 388.05 62,088.00

6 15-02-b-08




m 120.00 544.97 65,396.40


S.NoMRS 2017


01 : CIVIL WORK ------ S.ISupply an Erection of single core pvc

insulated copper conductor cable

250/440V &660/1100V Payments shall

be paid actual length installed at site



7 15-05-a

Supply and Erection single core PVC

insulated copper conductor 250/440 V

grade cable : 3/0.029"

m 7,920.00 39.47 312,602.40

8 15-05-c




m 12,600.00 66.66 839,916.00

9 15-05-d




m 6,480.00 100.97 654,285.60

10 15-05-e




m 9,010.00 164.83 1,485,118.30

11 15-05-f




m 120.00 337.86 40,543.20

12 15-07-b


insulated & sheathed copper conductor,

660/1 100V cable : 19/0.052"

m 120.00 500.64 60,076.80

13 15-07-c


insulated & sheathed copper conductor,

660/1 100V cable : 19/0.064"

m 140.00 629.26 88,096.40

14 15-68-c

Supply and Erection best quality AC

ceiling fan complete with GI rod, canopy,

blades & regulator : 56" sweep

Each 280.00 3,926.86 1,099,520.80

15 15-78Supply and Fixing bracket fan pak made

completeEach 40.00 3,307.00 132,280.00

16 15-77-c

Supply and fixing electric AC

exhaust/fresh air circulation(Double way)

220/230 single phase plastic frame body

and blade complete 12"x12"

Each 80.00 3,288.23 263,058.40

Supply & Erection of transpower auto

circuit breaker 3-phase , / 1 phase 400V



17 15-71-aSupply and Erection single phase

imported auto circuit breaker 6 Amp.Each 224.00 482.60 108,102.40

18 15-71-bSupply and Erection single phase


19 15-71-cSupply and Erection single phase


20 15-70-a

Supply and Erection transpower auto

circuit breaker 3-phase, 400V fungus

moisture proofing : 30 Amp.

Each 16.00 2,302.10 36,833.60

21 15-70-b




Each 16.00 3,320.80 53,132.80

22 15-70-c




Each 24.00 5,482.94 131,590.56

23 15-72-b

Supply and Erection of bus bars 500

volts 3 phase AC supply with 4 copper

bars - 100 Amp with bar size1 1 1/2" X

1/8"

Each 56.00 8,260.00 462,560.00


S.NoMRS 2017


01 : CIVIL WORK ------ S.I24 15-75-b

Supply and Erection cubical type factory

fabricated floor/wall mounting steel main

board comp. : Recessed

m2 15.60 58,286.03 909,262.07

25 15-25Supply and Erection girder clamp hook,

5/8" dia.for hanging ceiling fansEach 280.00 318.11 89,070.80

10,678,504.32

1 14-70-a

Providing and Fixing of pipe type B nikasi

system including testing in all respect 110

mm (using dadex, or eq)

m 523.00 1,162.54 608,008.42

2 14-70-b

Providing and Fixing of pipe type B nikasi

system including testing in all respect 75

mm (using dadex, or eq)

m 425.00 861.36 366,078.00

3 14-71-b

Providing and Fixing of poly dex high

pressure PPR(green including testing ect

complete 20 mm(including all special etc)

m 486.00 399.64 194,225.04

4 14-55-dProviding and Fixing GI pipe & including

specials complete 1" dia (light)m 470.00 426.59 200,497.30

5 14-55-eProviding and Fixing GI pipe & including

specials complete 3/4" dia (light)m 385.00 334.37 128,732.45

6 14-55-fProviding and Fixing GI pipe & including

specials complete 1/2" dia (light)m 325.00 255.64 83,083.00

7 14-31-b

Providing and Fixing CI floor trap

including CI grating & concrete chamber

all round : 4"x3"

Each 160.00 806.00 128,960.00

8 14-32-aProviding and Fixing 'P' trap including GI

grating & PCC chamber 4" of cast ironEach 145.00 853.50 123,757.50

9 14-24-bProviding and Fixing CP bib-cock, heavy

type : 1/2"Each 175.00 518.72 90,776.00

10 14-25Providing and Fixing 1/2" CP tee stop

cockEach 180.00 543.13 97,763.40

11 14-27Providing and Fixing CP mixing valve for

WHB, sink or showerEach 215.00 2,129.13 457,762.95

12 14-10-a

Providing and Fixing glazed earthen ware

low down flushing cistern 3 gallons

capacity : White

Each 82.00 2,299.10 188,526.20

13 14-13 Providing and Fixing CP soap dish. Each 110.00 543.13 59,744.30

14 14-17Providing and Fixing best quality 5mm

mirror 22"x16" sizeEach 110.00 1,463.81 161,019.10

15 14-15Providing and Fixing CP toilet paper

holderEach 110.00 482.13 53,034.30

16 14-16-aProviding and Fixing CP towel rail : 24"

long, 3/4" diaEach 110.00 787.13 86,584.30

17 14-18-a

Providing and Fixing best quality 5mm

glass shelf 24"x5" With chromium plated

brackets & railing

Each 110.00 612.00 67,320.00

18 14-47-cProviding and Fixing 1/2" dia connection

including check nuts etc CP connectionEach 361.00 194.43 70,189.23

19 14-41-bProviding and Fixing CP waste coupling :

1.5"Each 65.00 520.50 33,832.50

20 14-43-bProviding and Fixing waste pipe of PVC :

1.5"Each 75.00 341.83 25,637.25

21 14-03-b

Providing and Fixing glazed earthen ware

WC squatting type with built-in foot rests :

Coloured

Each 110.00 1,780.75 195,882.50

3,421,413.74

03 : INTERNAL WATER SUPPLY AND SEWERAGE SYSTEM

Sub Total of Sect. # 03- S.I Rs.

Sub Total of Sect. # 02- S.I Rs.


S.NoMRS 2017



1 NSI

Supply & Fixing Deodar wood Beading

2.5" Wide and 1/2" thick Complete, as per

Design and Drawings, instructions and

approval of the Engineer.

m 6,189.02 329.00 2,036,187.58

2 NSI

Supply & Fixing Special Quality of Main

Door Handel Locks (Italian CAL

Company) complete, as per Design and


Engineer.

Each 378.00 8,754.00 3,309,012.00

3 NSI

Providing, fabricating and fixing in position

2'-9" high stair Hand railling fixed in each

step comprising of 2" diameter 16 SWG

(Non Magnet grade 304) stainless steel

pipe at top, 1-1/2" SS baluster fixed after

every 4 steps or as shown in drawings,

and middel 3/4" dia. SS bars horizontally

(3 No.), 3" Dai Master at start and end

point (commercial) including cost of base

plate, rawal bolts, rawal plugs, RCC

cuttings if required complete in all

respects by instructions and approval of

the Engineer. (Floor mounted)

m 180.78 8,710.00 1,574,593.80

4 NSI


3 ft high Terrace railling fixed in Position

comprising of 2" diameter 16 SWG(Non

Magnet grade 304 ) stainless steel pipe

at top, 1-1/2" SS baluster fixed as shown

in drawings, and middel 3/4" dia.SS bars

horizontally (3 No.), including cost of base

plate, rawal bolts, rawal plugs, RCC

cuttings if required complete in all

respects by instructions and approval of

the Engineer.

m 1,158.48 7,395.00 8,566,959.60

5 NSI

Providing and Fixing best quality 5mm

thick clear Glass ( Ghani Made) as

specified complete. as per instructions

and approval of the Engineer.

m2 294.68 1,345.00 396,344.60

6 NSI


Stainless steel Stair railling along wall

Mounted 2" diameter 16 SWG (Non

Magnet grade 304 ) stainless steel pipe

hand rail, 3/16" x 1-1/2" M.S.flate welded

to 1-1/2" dia brass pipe (baluster) and

screwed to stainless steel pipe hand rail.

1-1/2" dia brass pipe 1/8" wall thickness 5'

c/c etc. fixing with 1/4" thick 3" dia brass

plate srewed with rawal plugs as per hand

rail & Baluter fixing details, complete in all

respects as per drawings, instructions and

approval of the Engineer.( Wall mounted )

m 135.36 2,235.00 302,529.60

7 NSI

Providing and fixing 2" dia Baker rod and

2 part polysulphide sealent in expansion

joint upto 2" wide as directed by

Engineer.

m 397.56 875.00 347,865.00

NON-SCHEDULE ITEMS

1- CIVIL WORKS ------ GF TO TOP


S.NoMRS 2017



8 NSI

Providing and Fixing best quality 12 mm

thick clear Glass ( Ghani Made) as

specified complete. as per instructions


m2 333.75 3,427.00 1,143,761.25

9 NSI

Providing and Fixing Floor Mouted Double

action spring Hinges . as per instructions


Each 18.00 5,582.00 100,476.00

10 NSI

Providing and Fixing best quality frostrate

paper on 12 mm glass as specified

complete. as per instructions and

approval of the Engineer.

m2 139.05 959.00 133,348.95

11 NSI

Providing and Fixing handle for glass

doors as per instructions and approval of

the Engineer.

Each 36.00 1,349.00 48,564.00

12 NSI

S/F Fiberglass Shed 2 layer of imported

T.G.I mate i/c M.S square Pipe 1.5"x1.5"

SWG 18 witk vertical supporting pillars (4"

Dia) SWG 16 complete in all respect as

per the instruction of Engineer Incharge.

m2 496.63 6,953.00 3,453,068.39

13 NSI

Providing and laying waterproofing

membraine consisting of surface

preparation, clean and free from loose

particales, oil, grees, or any other

contaminant, 4mm thick torch applied

waterproofing membraine 4M" , as per

drawing, manufacturer's instructions, and

Specifications, as per approval of the

Engineer.

m2 3,654.18 1,753.20 6,406,508.38

14 NSI

P/L of Jamboo Lawn board 1" thick of

approved Gage complete in all respect as

per Design and Drawings, instructions

and approval of the Engineer. (Roof

Treatment)

m2 3,654.18 729.90 2,667,185.98

15 NSI

Supply and laying of Double layer of

heavy duty polythene sheet 50 SWG over

Bituminious coat as per instructions and

approval of the Engineer. (Roof

Treatment)

m2 3,654.18 30.00 109,625.40

30,596,030.53

Supply an Erection of four core pvc

insulated non armored copper

conductor600 /1000 Volt grid cable

with copper Thimbles of appropriate

size, all punching both sides

identification tags and nut bolt

charges Payments shall be paid actul

lenght installed at site Complate in all

Respects As per Instruction of

Engineer In Charge

1 NSI 10 mm 4 Core PVC /PVC Cable m 70.00 990.00 69,300.00

2 NSI 16 mm 4 Core PVC /PVC Cable m 85.00 1,196.00 101,660.00




6 NSI

Supply, Installation , Testing and

Commissioning of Fancy Calling Light

with 12 w L E D Lamp Complate in all

Respects As per Instruction of Engineer

In Charge

Each 120.00 2,690.00 322,800.00

02- INTERNAL ELECTRIFICATION

Sub Total of Sect. # 01- N.S.I Rs.


S.NoMRS 2017



7 NSI

Supply & Installation Testing &

Commissioning Calling Recessed L E D

Panel Lights Fixture 33 w L E D & Driver

( Dimension 596 x 596 x 9 mm ) Comlate

in all Respects As per Instruction of

Engineer In Charge

Each 30.00 9,638.00 289,140.00

8 NSI


Commisioning Calling Recessed

Mounted L E D Down Lights Fixture 12 w

L E D & Driver Comlate in all Respects

As per Instruction of Engineer In Charge

Each 520.00 3,215.00 1,671,800.00

9 NSI


Commisioning Calling Recessed

Mounted L E D Down Lights Fixture 18 w

L E D & Driver Comlate in all Respects

As per Instruction of Engineer In Charge

Each 340.00 3,215.00 1,093,100.00

10 NSI


Commisioning Calling Mounted L E D

Lights Fixture 18 w L E D & Driver

Comlate in all Respects As per Instruction

of Engineer In Charge

Each 720.00 3,615.00 2,602,800.00

11 NSI


Commissioning of 9 w 2 F L E D G M P

Wall Lights Complate in all Respects As

per Instruction of Engineer In Charge

Each 80.00 2,635.00 210,800.00

12 NSI


Commissioning of Out Door Fancy Wall

Lights UP & Down Type Water Proof

with 14 w L E D With Driver Complate

in all Respects As per Instruction of

Engineer In Charge

Each 40.00 9,700.00 388,000.00

13 NSI

Supply, Installation,Testing and

Commissioning of 2' X 2' VOLDAM

Invented Sqire Shape Remot Controle

18" dia Ceailing Fsans Complate in all

Respects As per Instruction of Engineer

In Charge

Each 80.00 11,694.00 935,520.00

Supply, installation, testing &

commissioning of Switches & Socket

including appropriate size outlet box

of 16 SWG MS sheet recessed in wall,

column, partition wall etc. complete in

all respect As per Instruction of

Engineer In Charge of following sizes.

14 NSI2/3-pin 5 A 220 V switch socket

International Multi Socket Each 294.00 793.00 233,142.00

15 NSI 3-pin 15 amps 220 V switch socket Each 144.00 665.00 95,760.00

16 NSI 3-pin 20 amps 220 V switch socket Each 96.00 750.00 72,000.00

17 NSI 3 gang one way Each 75.00 435.00 32,625.00



20 NSI Bell press switch plate Each 30.00 550.00 16,500.00

21 NSI Fan Dimmer with Switch Each 280.00 921.00 257,880.00

22 NSI 1 gang two way Each 48.00 393.00 18,864.00

23 NSI T.V Points with T.V Sockets Each 10.00 3,000.00 30,000.00


S.NoMRS 2017



24 NSI

S/E Earthling 24”x24”x1/4 copper plate

riveting Bear copper Conductor 2 x 70

mm 1.5” G.I Light gage ,Pipe Stall Net

Bolt , placing mixture of salt & chare cool

complete in all Respects 15 TO 20 Feet’s

Deeps Pitts Including the cost of E C P

Bus bar 12”long 2” wide and half inch

thick copper bus bare completed with

insulators washers nuts, bolts Complate in

all Respects As per Instruction of

Engineer In Charge

Each 8.00 47,885.00 383,080.00

25 NSI

Providing &Installation Testing

Commisioning of Sub L.T Panel Board

Lighting as per Drawing & Spification


Instruction of Engineer In Charge.

Each 1.00 486,800.00 486,800.00

26 NSI

Providing &Installation Testing

Commisioning of Sub L.T Panel Board

Power as per Drawing & Spification


Instruction of Engineer In Charge.

Each 1.00 604,500.00 604,500.00

27 NSI

Volt maters with selector switch v s s for

Distribution boards , 3 nos Indication

panel lights , Control fuses complete with

all respects as approved by the Engineer

Sets 56.00 6,039.00 338,184.00

Supply at site, installation following

size of perforated 16 SWG G I sheet

cable tray including joints, band,

Cover mounting brackets hanger or”

L” Type wall Brackets, Ankara Bolds

complete with all respects As per


28 NSI 6”x 3” cable tary Rft 1,240.00 848.00 1,051,520.00

29 NSI 12” x 12” Ladders Rft 60.00 747.00 44,820.00

13,572,075.00

1 NSI

Supply and Fixing of best quality Muslim

Shower Complete.(Faisal made or

Equivalent)

Each 110.00 1,950.00 214,500.00

2 NSI

Providing and Fixing of best quality

Imported Vanity type wash hand basin

complete

Each 110.00 18,992.00 2,089,120.00

2,303,620.00

Rs. 427,609,359.06

Rs. 46,471,725.53

Rs. 474,081,084.59

Rs. 474.081In Million

Total of Section # 1 to 3 - S.I

Total of Section # 1-3 - N.S.I

Grand Total of S.I & N.S.I


03 : INTERNAL WATER SUPPLY AND SEWERAGE SYSTEM



NAME OF PROJECT : CONSTRUCTION OF WOMEN UNIVERSITY … · MAK Engineering Services In Association...

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