Upload
others
View
0
Download
0
Embed Size (px)
Citation preview
Name of work: -
Estimated Cost Rs. 0.675 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1(03-04-c+03-18-
a+b)
Shingle Filling from Barrow pit
excavation 49.12 M3 697.24 34248
2 (06-05-h) PCC (1:3:6) 34.22 M3 6302.26 215663
3 (06-05-i) PCC(1:4:8) 13.7 M3 5481.08 75091
4 (06-05-f) PCC (1:2:4) 46.49 M3 7257.86 337418
5 (06-06-b-03) RCC in foundatin (1:24) 0.85 M3 8330.73 7081
6 (06-07-c) Steel 0.064 Tone 107564.41 6884
Total 676386
Say Rs:- 675000
Million 0.675
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION OF STREETS,DRAINS AND CULVERT ETC AT MOHALLAH:ASHNAGHAR AND
MOH:JIHAD AKBAR UC-59 SARBAND ,PESHAWAR.
Earnest Money: - Rs. 13500/-
Name of work: -
Estimated Cost Rs. 0.325 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI 8 Panels Grade A (GM Solar) 8 Each 21900 175200
2 NSI 3 Nos. Cell New (200 Volts, Dry Battery) 3 Each 42100 126300
3 NSI Stand (8 Nos) 8 Each 3000 24000
Total 325500
Say Rs:- 325000
Million 0.325
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
IMPROVEMENT OF SOLAR SYSTEM INSTALLED FOR BOARING AT MOHALLAH ANAN KHEL
SARBAND UC-59
Earnest Money: - Rs. 6500/-
S.No Name of work: Unit Quantity Rate RS
1 Earth excavation in open cut upto 1.5m
depth for drains etc & disposal : in Hard
Soil
M3 42.48 183.75 7805
2 Formation of Embankment from Borrow
Excavation in
Common Material including compaction by
power roller.
M3 241.74 724.45 175127
3 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:4:8)M3 85.98 5481.08 471273
4 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio 1:3:6)
M3 35.19 6302.26 221759
5 Plain Cement Concrete including placing,
compacting,finishing & curing (Ratio 1:2:4)M3 78.43 7257.86 569243
6 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 6" dia:
M 19.207 1018.38 19560
7 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 9" dia:
M 16.463 1264.25 20814
8 06-06-b-03 RCC in raft foundation slab,
base slab of column & ret. wall etc, not
including in . Type C(1:2:4)
M3 0.850 8330.73 7077
9 Supply & fabricate M.S. reinforcement for
cement concrete (Hot rolled deformed bars
Grade 40)
Ton 0.07 107564.41 7174
TOTAL Rs1,499,833
Say Rs1,500,000
In Million Rs1.500
BOQPAVEMENT OF STREET, DRAIN, CULVERT AND SIDE WALL ETC AT MOH:
PISHTAKHARA UC -60 PESHAWAR
Name of work: -
Estimated Cost Rs. 1.0 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 (03-23-b) Earth excavation 36.25 M3 214.54 7776
2 (06-05-i) PCC(1:4:8) 9.63 M3 5,481.08 52771
3 (07-04-a-05) B.B Work in foundation (1:6) 19.54 M3 7,763.50 151691
4 06-22-a-02 DPC (1:2:4) 22.30 M2 647.05 14432
5 (07-05-a-05) B.B Work in ground floor (1:6) 27.18 M3 8444.27 229555
6 (06-05-f) PCC (1:2:4) 9.91 M3 7,257.86 71933
7 (06-06-b-03) RCC in foundatin (1:24) 1.53 M3 8330.73 12739
8 (06-06-a-03) RCC in slab,beam & column Etc(1:24) 5.31 M3 9538.28 50644
9 (06-07-c) Steel 0.62 Tone 107564.41 66415
10 09-45. Providing and Laying Prestressed Roof of
Slab/Girder, 2" thick PCC 1:2:4 with
chicken mesh, polythene, mud, tar
130.11 M2 2,229.74
290115
11 25-30. Making and fixing steel grated doors,
complete with locking arrangements &
angle iron frame
7.43 M2 8,088.33
60136
Total 1008208
Say Rs:- 1000000
Million 1.00
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTIONS OF JINAZA GAH AT MOH:SHAHEED BABA UC-49 BAZID KHEL,PESHAWAR.
Earnest Money: - Rs. 20000/-
Completion Period As per work Order
S.No. Qty Unit Rate Amount (Rs).
1 1040.51 M2 9.08 9,448 /-
2 31.86 M3 1,787.81 56,960 /-
3 67.96 M3 183.75 12,488 /-
4 99.82 M3 643.59 64,243 /-
5 64.90 M3 6,302.26 409,017 /-
6 198.47 M3 724.45 143,782 /-
7 546.51 M3 5,481.08 2,995,465 /-
8 1811.59 M2 1,030.35 1,866,572 /-
9 1811.59 M2 169.79 307,590 /-
10 362.46 M3 7,257.86 2,630,684 /-
11 650.32 M2 1,089.11 708,270 /-
12 29.27 M 2,179.05 63,781 /-
13 32.93 M 1,264.25 41,632 /-
14 54.88 M 1,018.38 55,889 /-
15 39.63 M 588.84 23,336 /-
16 13.17 M3 8,330.73 109,716 /-
17 1.03 Ton 107,564.41 111,222 /-
18 1.03 Ton 154,563.30 159,818 /-
Total 9,769,913 /-
Say Rs. 9,750,000 /-
Say Rs in Million 9.750
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017,
according to contractor Primium.
Contractor Premium % above/Below
Town Officer (I&S)
Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing etc :
9" dia: (23-01-c)
Providing and Laying cut, joint, test, disinfect PVC pipe line
BSS Class 'B'working pressure : 4" i/d (24-18-a-02)
RCC in raft foundation slab, base slab of column & ret. wall
etc, not including in 06-06. Type C(1:2:4) (06-06-b-03)
Supply & fabricate M.S. reinforcement for cement concrete
(Hot rolled deformed bars Grade 40). (06-07-c)
Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing
etc : 6" dia:
Small iron work, such as gusset plates, knees, bends, stirrups,
straps, rings etc excluding erection (25-09 )
Plain Cement Concrete including placing, compacting, finishing
& curing (Ratio 1:3:6).(06-05-h)
Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 12" i/d, Wall B (23-03-a-01)
Esitmated Cost Rs. 9.750 (Million)
Transportation of earth all types beyond 250 m and upto
8KM. (03-18-a,b,c )
Contractor Signature .
P/F Precast Concrete 7000 psi TUFF Tiles over bed of 2"
thick sand & 4" thick brick ballast comp (10-45)
TMA Town-III
Peshawar
BOQ
Name of work :- CONSTRUCTION OF STREETS ,DRAINS CULVERTS ETC; AT NC.NO.110,111,112 &113 TEHKAL BALA
UC -40 PESHAWAR
Earnest Money Rs. 195,000 /-
Description.
Dressing slopes of banks or ground surface (03-21 )
Dismantling : Plain Cement Concrete 1:3:6 (04-19-b)
Earth excavation in open cut upto 1.5m depth for drains etc &
disposal : in Hard Soil (03-07-b)
Plain Cement Concrete including placing, compacting, finishing
& curing (Ratio 1:4:8) (06-05-i )
Brick on edge flooring, laid in 1:6 c/s mortar, over a bed of
3/4" thick cement mortar 1:6 (10-09)
Cement pointing 1:2 flush, on floor (11-17-a)
Plain Cement Concrete including placing, compacting, finishing
& curing (Ratio 1:2:4) (06-05-f )
Formation of Embankment from Borrow Excavation in
Common Material including compaction by power roller. (03-
61-c)
Name of work: -
Estimated Cost Rs. 0.707 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI Mobilization of plant, equipment and camping
1.00 Job 7,000.00 7000
2 24-02-a-05 Tubewell boring in all soils except shingle/rock From ground upto 100' below ground : 8" i/d
30.49 M 2,075.85 63288
3 24-02-b-03 Tubewell boring in all soils except
shingle/rock From 100'to 200' below ground : 8" i/d
30.49 M 2,698.60 82274
4 24-02-c-03 Tubewell boring in all soils except shingle/rock From 200' to 300' below ground : 8" i/d
30.49 M 2,811.28 85710
5 24-02-d-01 Tubewell boring in all soils except shingle/rock From 300'to 400' below ground : 8" i/d
15.24 M 4,047.89 61690
6 24-09-c-01 24-12-b-01 Providing and installing PVC blind pipe in tubewell withstrainer BSS Class 'C' working
pressure : 6" i/d
106.71 M 3,097.77 330555
7 24-30-a-04 Providing and Laying HDPE pipeDin-8074/Din-8075/ISO-4427 including testing & disinfect complete (40mm dia)
173.78 M 214.97 37358
8 NSI Provide/Installation of submersible pump 2.0 HP along with all accessories as directed by engineer incharge
1.00 job 29000 29000
9 NSI Shrouding with graded material 1.00 Job 10,500.00 10500
Total 707374
Say Rs:- 707000
Million 0.707
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
BOQ
BORING & INSTALLATION OF WATER PUMP & PIPE LINE AT MALAKANDER
REGI LALMA PESHAWAR.
Earnest Money: - Rs. 14640
Town Officer (I&S)
Peshawar
TMA Town-III
Completion Period As per work Order
S.No. Qty Unit Rate Amount (Rs).
1 3.00 Each 7,000.00 21,000 /-
2 91.46 M 2,075.85 189,857 /-
3 91.46 M 2,698.60 246,814 /-
4 182.93 M 3,097.77 566,675 /-
5 169.21 M 197.60 33,436 /-
6 326.22 M 147.94 48,261 /-
7 3.00 Each 6,000.00 18,000 /-
8 3.00 Each 29,000.00 87,000 /-
Total 1,211,043 /-
Say Rs. 1,200,000 /-
Say Rs in Million 1.200
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017,
according to contractor Primium.
Contractor Premium % above/Below
Mobilization of plant, equipment and camping
arrangements etc & demobilization after completion (24-01 )
BOQ
Name of work :- 03 NOS. BOARINGS & INSTALLATION OF WATER PUMPS AT MANAKRO ETC & VARIOUS PLACES
Esitmated Cost Rs. 1.200 (Million) Earnest Money Rs. 24,000 /-
Description.
Contractor Signature .
Supply & Fixing of Submersible Motor 2 HP with all respect
as directed by Engineer Incharge (NSI)
Tubewell boring in all soils except shingle/rock From ground
upto 100' below ground : 8" i/d (24-02-a-05)
Tubewell boring in all soils except shingle/rock From 100' to
200' below ground : 8" i/d (24-02-b-03 )
Providing and installing PVC blind pipe in tubewell with
strainer BSS Class 'C' working pressure : 6" i/d (24-12-b-01)
Providing and Laying cut, joint, test, disinfect PVC pipe line
BSS Class 'D' working pressure : 1.25" i/d (24-18-c-01)
Providing and Laying HDPE pipe Din-8074/Din-8075/ISO-
4427 incl testing & disinfect
complete (32mm dia) (24-30-a-03 )Shrouding with graded pack grave 3/8" to 1/8" around
tubewell in bore hole (LumSum)
Town Officer (I&S)
TMA Town-III
Peshawar
Name of work: -
Estimated Cost Rs. 2.0 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 03-60-c Back filling 152.78 M3 442.26 67568
2 (06-05-i) PCC (1:4:8) 67.27 M3 5,481.08 368712
3 (06-05-f) PCC (1:2:4) 67.27 M3 7257.86 488236
4 (06-05-h) PCC(1:3:6) 105.09 M3 6,302.26 662305
5 (06-06-b-03) RCC in foundatin (1:24) 12.74 M3 8330.73 106134
6 (06-07-c) Steel 0.73 Tone 107564.41 77984
7 (23-01-c) RCC Pipe 9" dia 36.58 M 1264.25 46246
8 (23-03-a-01) RCC Pipe 12" dia 18.29 M 2179.05 39855
9 23-03-a-03 RCC Pipe 18' dia 21.95 M 3145.17 69036
10 23-03-a-05 RCC Pipe 24" dia 18.29 M 4304.75 78734
Total 2004811
Say Rs:- 2000000
Million 2.00
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION OF STREET,DRAIN AND CULVERT ETC AT REGI PESHAWAR.
Earnest Money: - Rs. 40000/-
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI Mobilization of plant, equipment and camping
1.00 Job 7,000.00 7000
2 24-02-a-05 Tubewell boring in all soils except shingle/rock From ground upto 100' below ground : 8" i/d
30.49 M 2,075.85 63288
3 24-02-b-03 Tubewell boring in all soils except shingle/rock From 100'to 200' below ground : 8" i/d
30.49 M 2,698.60 82274
4 24-02-c-03 Tubewell boring in all soils except shingle/rock From 200' to 300' below ground : 8" i/d
18.29 M 2,811.28 51426
5 24-09-c-01 24-12-b-01 Providing and installing PVC blind pipe in tubewell withstrainer BSS Class 'C' working pressure : 6" i/d
79.27 M 3,097.77 245555
6 24-30-a-04 Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect complete (40mm dia)
79.27 M 214.97 17040
7 NSI Provide/Installation of submersible pump 2.0 HP along with all accessories as directed by engineer incharge
1.00 job 29000 29000
8 NSI Shrouding with graded material 1.00 Job 7,500.00 7500
Total 503084
Say Rs:- 500000
Million 0.500
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
BOQ
INSTALLATION OF PRESSURE PUMP AT AMJAD ABAD REGI LALMA UC-
MALKANDHER.
Earnest Money: - Rs. 10000/-
Town Officer (I&S)
TMA Town-III
Peshawar
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI Mobilization of plant, equipment and camping
1.00 Job 7,000.00 7000
2 24-02-a-05 Tubewell boring in all soils except shingle/rock From ground upto 100' below ground : 8" i/d
30.49 M 2,075.85 63288
3 24-02-b-03 Tubewell boring in all soils except
shingle/rock From 100'to 200' below ground : 8" i/d
30.49 M 2,698.60 82274
4 24-02-c-03 Tubewell boring in all soils except shingle/rock From 200' to 300' below ground : 8" i/d
18.29 M 2,811.28 51426
5 24-12-b-01 Providing and installing PVC blind pipe in tubewell withstrainer BSS Class 'C' working pressure : 6" i/d
79.27 M 3,097.77 245555
6 24-30-a-04 Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect complete (40mm dia)
79.27 M 214.97 17040
7 NSI Provide/Installation of submersible pump 2.0 HP along with all accessories as directed by engineer incharge
1.00 job 29000 29000
8 NSI Shrouding with graded material 1.00 Job 7,500.00 7500
Total 503084
Say Rs:- 500000
Million 0.500
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
BOQ
INSTALLATION OF PRESSUR PUMP AT POLICE COLONY,NASIR BAGH
ROAD,PESHAWAR.
Earnest Money: - Rs. 10000/-
TMA Town-III
Town Officer (I&S)
Peshawar
S.No Name of work: Unit Quantity Rate RS
1 Earth excavation in open cut upto 1.5m
depth for drains etc & disposal : in Hard
Soil (03-07-b)
M3 35.39 183.75 6503
2 Formation of Embankment from Borrow
Excavation in
Common Material including compaction by
power roller. (03-61-C)
M3 50.96 724.45 36920
3 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:4:8)(06-05-
M3 11.21 5481.08 61453
4 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:3:6)(06-05-h)
M3 43.33 6302.26 273049
5 Plain Cement Concrete including placing,
compacting,finishing & curing (Ratio
1:2:4)(06-05-f)
M3 11.21 7257.86 81387
6 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 6" dia:(23-01-
b)
M 9.146 1018.38 9314
7 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 9" dia:(23-01-
c)
M 12.805 1264.25 16189
8 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 0.850 8330.73 7077
9 Supply & fabricate M.S. reinforcement for
cement concrete (Hot rolled deformed bars
Grade 40)(06-07-c)
Ton 0.07 107564.41 7174
TOTAL Rs499,066
Say Rs500,000
In Million Rs0.500
BOQCONSTRUCTION OF DRAIN, CULVERT , STREET AT MASTER KOROONA MOHALLAH
GULAB USTAB ETC; REGI MALKANDHER
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 (03-07-b) Earth excavation 37.17 M3 183.75 6829
2 (04-19-b) Dismantling PCC(1:3:6) 16.46 M3 1,787.81 29426
3 (06-05-i) PCC (1:4:8) 8.41 M3 5,481.08 46097
4 (06-05-f) PCC (1:2:4) 48.53 M37257.86 352216
5 (23-01-c) RCC Pipe 9" dia 9.15 M 1264.25 11563
6 (23-03-a-01) RCC Pipe 12" dia 7.32 M 2179.05 15944
7 (06-06-b-03) RCC in foundatin (1:24) 1.02 M3 8330.73 8493
8 (06-07-c) Steel
0.08 Tone 107564.41 8609
9(25-09)
Small iron work, such as gusset plates,
knees, bends, stirrups. 0.14Tone
154563.321639
Total 500817
Say Rs:- 500000
Million 0.50
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION/REPAIR OF ROAD/STREET NEAR SABAH-UD DIN KHATTAK
(ADOVCATE)KOROONA ETC;JAMRUD LANE,UNIVERSITY TOWN PESHAWAR.
Earnest Money: - Rs. 10000/-
Name of work: -
Estimated Cost Rs. 1.0 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 (03-07-b) Earth excavation 44.60 M3 183.75 8195
2 (06-05-h) PCC(1:3:6) 23.19 M3 6,302.26 146162
3 (06-05-i) PCC (1:4:8) 58.40 M3 5,481.08 320120
4 (06-05-f) PCC (1:2:4) 58.40 M37257.86 423892
5 (23-01-c) RCC Pipe 9" dia 9.15 M 1264.25 11563
6 (23-03-a-01) RCC Pipe 12" dia 12.80 M 2179.05 27902
7 (06-06-b-03) RCC in foundatin (1:24) 2.27 M3 8330.73 18872
8 (06-07-c) Steel
0.18 Tone 107564.41 19131
9(25-09)
Small iron work, such as gusset plates,
knees, bends, stirrups. 0.16Tone
154563.324730
Total 1000569
Say Rs:- 1000000
Million 1.00
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION OF STREET,DRAIN,CULVERT ETC AT KUCHA HAJI MEHMOOD,GUL AHMAD
ETC;MOHALLAH DAUDZAI,TEHKAL PAYAN.
Earnest Money: - Rs. 20000/-
S.No Name of work: Unit Quantity Rate RS
1 Formation of
Embankment
from Borrow
Excavation in
Common
M3 84.94 724.45 61533
2 Plain Cement
Concrete
including
placing,
M3 28.03 5481.08 153632
3 Plain Cement
Concrete
including
placing,
M3 5.42 6302.26 34131
4 Plain Cement
Concrete
including
placing,
M3 28.03 7257.86 203468
5 Providing and
Laying RCC
pipe, moulded
with cement
concrete
M 12.805 1018.38 13040
6 Providing and
Laying RCC
pipe, moulded
with cement
M 18.293 1264.25 23127
7 06-06-b-03
RCC in raft
foundation
slab, base slab
M3 0.680 8330.73 5662
8 Supply &
fabricate M.S.
reinforcement
for cement
Ton 0.05 107564.41 5739
TOTAL Rs500,332
Say Rs500,000
In Million Rs0.500
BOQCONSTRUCTION OF STREET, DRAIN, CULVERT ETC; AT SHAH VELLAS
OPP: POLICE COLONY NASIR BAGH ROAD PESHAWAR
Name of work: -
Estimated Cost Rs. 0.30 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 25-46
Supplying and Fixing 18SWG Steel
Almirah, 12" max depth including box
shelves, back, shelves, lock, spray paint
complete
41.08 M2 7,412.23 304480
Total 304480
Say Rs:- 300000
Million 0.30
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
INSTALLATION OF SHELF IN ACCOUNTS BRANCH TMA TOWN-III PESHAWAR.
Earnest Money: - Rs. 6000/-
S.No Name of work: Unit Quantity Rate RS
1 Earth excavation in open cut upto 1.5m
depth for drains etc & disposal : in Hard
Soil (03-07-b)
M3 22.56 183.75 4146
2 Formation of Embankment from Borrow
Excavation in
Common Material including compaction by
power roller. (03-61-C)
M3 216.59 724.45 156909
3 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:4:8)(06-05-
M3 47.65 5481.08 261174
4 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:3:6)(06-05-h)
M3 27.62 6302.26 174070
5 Plain Cement Concrete including placing,
compacting,finishing & curing (Ratio
1:2:4)(06-05-f)
M3 47.66 7257.86 345896
6 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 6" dia:(23-01-
b)
M 18.293 1018.38 18629
7 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 9" dia:(23-01-
c)
M 16.463 1264.25 20814
8 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 1.274 8330.73 10616
9 Supply & fabricate M.S. reinforcement for
cement concrete (Hot rolled deformed bars
Grade 40)(06-07-c)
Ton 0.07 107564.41 7174
TOTAL Rs999,428
Say Rs1,000,000
In Million Rs1.000
BOQCONSTRUCTION OF STREET, DRAIN, CULVERT ETC; AT GHAZI ABAD REGI LALMA
UC-MALKANDHER
S.No Name of work: Unit Quantity Rate RS
1 Earth excavation in open cut upto 1.5m
depth for drains etc & disposal : in Hard
Soil (03-07-b)
M3 35.93 183.75 6602
2 Formation of Embankment from Borrow
Excavation in
Common Material including compaction by
power roller. (03-61-C)
M3 143.83 724.45 104196
3 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:4:8)(06-05-
M3 49.81 5481.08 272999
4 Plain Cement Concrete including placing,
compacting, finishing & curing (Ratio
1:3:6)(06-05-h)
M3 8.91 6302.26 56150
5 Plain Cement Concrete including placing,
compacting,finishing & curing (Ratio
1:2:4)(06-05-f)
M3 37.73 7257.86 273860
6 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 6" dia:(23-01-
b)
M 5.488 1018.38 5589
7 Providing and Laying RCC pipe, moulded
with cement concrete 1:1.5:3, including cost
of reinforcement, testing etc : 9" dia:(23-01-
c)
M 3.659 1264.25 4625
8 Providing and Laying RCC pipe sewers
complete As per
ASTM C-76-79, Class II : 12" i/d, Wall B
M 107.927 2179.05 235178
9 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 2.549 8330.73 21231
10 Supply & fabricate M.S. reinforcement for
cement concrete (Hot rolled deformed bars
Grade 40)(06-07-c)
Ton 0.20 107564.41 21523
TOTAL Rs1,001,953
Say Rs1,000,000
In Million Rs1.000
BOQCONSTRUCTION OF STREET, DRAIN, CULVERT, ECT; BACKSIDE OF SHINWARI
MARKET AT REGI LALMA
Completion Period As per work Order
S.No. Qty Unit Rate Amount (Rs).
1 113.62 M3 183.75 20,878 /-
2 49.85 M3 1,787.81 89,122 /-
3 793.44 M3 6,302.26 5,000,487 /-
4 18.29 M 1,264.25 23,127 /-
5 21.95 M 2,179.05 47,833 /-
6 9.06 M3 8,330.73 75,489 /-
7 0.71 Ton 107,564.41 76,525 /-
8 0.20 Ton 154,563.30 30,913 /-
9 163.48 M3 617.00 100,868 /-
Total 5,465,242 /-
Say Rs. 5,463,000 /-
Say Rs in Million 5.463
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017,
according to contractor Primium.
Contractor Premium % above/Below
BOQ
Esitmated Cost Rs. 5.463 (Million) Earnest Money Rs. 109,260 /-
Description.
Earth excavation in open cut upto 1.5m depth for drains etc
& disposal : in Hard Soil (03-07-b)
TMA Town-III
Dismantling : Plain Cement Concrete 1:3:6 (04-19-b)
Plain Cement Concrete including placing, compacting,
finishing & curing (Ratio 1:3:6)(06-05-h)
Providing and Laying RCC pipe, moulded with cement
concrete 1:1.5:3, including cost of reinforcement, testing etc :
9" dia:(23-01-c)
Providing and Laying RCC pipe sewers complete As per
ASTM C-76-79, Class II : 12" i/d, Wall B(23-03-a-01)
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)
Supply & fabricate M.S. reinforcement for cement concrete
(Hot rolled deformed bars Grade 40)(06-07-c)
Peshawar
25-09 Small iron work, such as gusset plates, knees, bends,
stirrups, straps, rings etc excluding erection (25-09)
CONSTRUCTION/ IMPROVEMENT/ REPAIR OF DRAIN / CULVERTS AT TEHKAL BALA, UC-40Name of work:
Transportation all soil Types
Contractor Signature .
Town Officer (I&S)
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 (03-07-b) Earth excavation 29.73 M3 183.75 5463
2 (06-05-h) PCC(1:3:6) 15.46 M3 6,302.26 97441
3 (06-05-i) PCC (1:4:8) 24.76 M3 5,481.08 135731
4 (06-05-f) PCC (1:2:4) 24.76 M37257.86 179730
5 (23-01-c) RCC Pipe 9" dia 9.15 M 1264.25 11563
6 (23-03-a-01) RCC Pipe 12" dia 9.15 M 2179.05 19930
7 (06-06-b-03) RCC in foundatin (1:24) 1.70 M3 8330.73 14154
8 (06-07-c) Steel
0.13 Tone 107564.41 14348
9(25-09)
Small iron work, such as gusset plates,
knees, bends, stirrups. 0.16Tone
154563.324730
Total 503092
Say Rs:- 500000
Million 0.50
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION OF STREET,DRAIN,CULVERT ETC AT GHARIB ABAD SHAHEEN TOWN
PESHAWAR.
Earnest Money: - Rs. 10000/-
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI Mobilization of plant, equipment and camping
1.00 Job 7,000.00 7000
2 24-02-a-05 Tubewell boring in all soils except shingle/rock From ground upto 100' below ground : 8" i/d
30.49 M 2,075.85 63288
3 24-02-b-03 Tubewell boring in all soils except
shingle/rock From 100'to 200' below ground : 8" i/d
30.49 M 2,698.60 82274
4 24-02-c-03 Tubewell boring in all soils except shingle/rock From 200' to 300' below ground : 8" i/d
18.29 M 2,811.28 51426
5 24-12-b-01 Providing and installing PVC blind pipe in tubewell withstrainer BSS Class 'C' working pressure : 6" i/d
79.27 M 3,097.77 245555
6 24-30-a-04 Providing and Laying HDPE pipe
Din-8074/Din-8075/ISO-4427 including testing & disinfect complete (40mm dia)
79.27 M 214.97 17040
7 NSI Provide/Installation of submersible pump 2.0 HP along with all accessories as directed by engineer incharge
1.00 job 29000 29000
8 NSI Shrouding with graded material 1.00 Job 7,500.00 7500
Total 503084
Say Rs:- 500000
Million 0.500
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
BOQ
INSTALLATION OF PRESSUR PUMP AT LANDI AKHOON AHMAD VC-191.
Earnest Money: - Rs. 10000/-
TMA Town-III
Town Officer (I&S)
Peshawar
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 NSI Mobilization of plant, equipment and camping
1.00 Job 7,000.00 7000
2 24-02-a-05 Tubewell boring in all soils except shingle/rock From ground upto 100' below ground : 8" i/d
30.49 M 2,075.85 63288
3 24-02-b-03 Tubewell boring in all soils except
shingle/rock From 100'to 200' below ground : 8" i/d
30.49 M 2,698.60 82274
4 24-02-c-03 Tubewell boring in all soils except shingle/rock From 200' to 300' below ground : 8" i/d
18.29 M 2,811.28 51426
5 24-12-b-01 Providing and installing PVC blind pipe in tubewell withstrainer BSS Class 'C' working pressure : 6" i/d
79.27 M 3,097.77 245555
6 24-30-a-04 Providing and Laying HDPE pipeDin-8074/Din-8075/ISO-4427
including testing & disinfect complete (40mm dia)
79.27 M 214.97 17040
7 NSI Provide/Installation of submersible pump 2.0 HP along with all accessories as directed by engineer incharge
1.00 job 29000 29000
8 NSI Shrouding with graded material 1.00 Job 7,500.00 7500
Total 503084
Say Rs:- 500000
Million 0.500
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Town Officer (I&S)
Peshawar
BOQ
INSTALLATION OF PRESSUR PUMP AT MOHALLAH ANAN KHEL,SARBAND
Earnest Money: - Rs. 10000/-
TMA Town-III
Name of work: -
Estimated Cost Rs. 0.50 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 03-07-a
03-07-a Earth excavation in open cut
upto 1.5m depth for drains etc & disposal
: in Ordinary Soil
24.78 M3 147 3643
2 (25-42)25-42 Providing and Fixing barbed wire
fencing of1.5"x1.5"x3/16" angle iron post
3.25' long, 5 to 6 ft. centre to centre
213.41 M3 584.67 124774
3 (25-30 )25-30 Making and fixing steel grated
doors, complete withlocking
arrangements & angle iron frame
4.88 M2 8088.33 39471
4 (06-05-h)
06-05-h Plain Cement Concrete including
placing, compacting,
finishing & curing (Ratio 1:3:6)
52.73 M3 6302.26 332318
Total 500206
Say Rs:- 500000
Million 0.500
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
FENCING FOR JANAZGAH/QABRUSTAN MOHALLAH ANAN KHEL,SARBAND.
Earnest Money: - Rs. 10000/-
Name of work: -
Estimated Cost Rs. 1.0 (M)
Completion Period As per work Order
S.No. Item Code Description. Qty Unit MRS Rate Amount (Rs).
1 (03-07-b) Earth excavation 52.03 M3 183.75 9561
2 (06-05-h) PCC(1:3:6) 27.06 M3 6,302.26 170539
3 (06-05-i) PCC (1:4:8) 55.13 M3 5,481.08 302194
4 (06-05-f) PCC (1:2:4) 55.13 M3
7257.86 400154
5 (23-01-c) RCC Pipe 9" dia 12.80 M 1264.25 16189
6 (23-03-a-01) RCC Pipe 12" dia 9.15 M 2179.05 19930
7 (06-06-b-03) RCC in foundatin (1:24) 2.72 M3 8330.73 22647
8 (06-07-c) Steel
0.21 Tone 107564.41 22957
9(25-09)
Small iron work, such as gusset plates,
knees, bends, stirrups. 0.24Tone
154563.337095
Total 1001266
Say Rs:- 1000000
Million 1.00
1 The quantities are liable to be increased or decreased during execution/Site Condition.
2 Any additional / unforseen item necessiatated / cropped up during execution will be paid on MRS 2017 ,
according to contractor Primium.
Contractor Premium % above/Below On estimate Rates
Contractor Signature .
Peshawar
BOQ
Town Officer (I&S)
TMA Town-III
CONSTRUCTION OF STREET,DRAIN,CULVERT ETC AT MOHALLAH HASSAN, ZIA
SHERPAO,AFZAL ABAD,DANISHABAD ETC;UC-UNIVERSITY TOWN.
Earnest Money: - Rs. 20000/-