GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

STEEL STRUCTURE SUMMARY-GL06

BOQ Qty
Pay
Item Item Description Unit Claimed IPC- Accumulative Remarks
Qty Upto IPC-010
No 011 Claimed
STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)
Providing, cutting, fabricating, erecting, placing and installing, fixing in position Steel
Structure works having minimum yield strength of 36 ksi, all structural steel members
consisting of (H, I or W sections, angles, tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors bolts, rawal bolts, J bolts, nuts, washer)
or where required with (epoxy painted as per specification). and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM A563, ASTM A570, jointing, welding
14
confirming to AWS (American welding society) specification. painting with 3 coats of
approved make enamel paint over a one coat of primer in any floor, including the cost of
scaffolding, platforms & winches etc. The contractor shall submit coordinated and
checked shop drawings (without any additional cost) for approval prior to the start of the
work etc. complete in all respects as per drawing, standard , specifications and as
directed by the Engineer.

a Type-A Kg. 2,332,000 1,795,834 286,309 2,082,144

b Type-B Kg. 612,036 538,332 19,489 557,821

b Type-E Kg. 185,000 151,161 6,920 158,081

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and installing, fixing in position M.S
Chequered Plate from approved manufacture having minimum yield strength of 36 ksi, or
where required and confirming to ASTM A36, ASTM A325 or equivalent, ASTM A307,
ASTM A563, ASTM A570, jointing, welding confirming to AWS (American welding society)
15 specification. painting with 3 coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding, platforms & winches etc. The
contractor shall submit coordinated and checked shop drawings (without any additional
cost) for approval prior to the start of the work etc. complete in all respects as per
drawing, standard , specifications and as directed by the Engineer.

a Type-A Kg. 324,000 181,263 18,295 199,557

b Type-B Kg. 99,000 71,899 3,871 75,770

b Type-E Kg. 26,000 16,714 - 16,714

Providing, fabricating and fixing GI "C" channels 50mmx125mm for wall including
required horizontal & vertical, inclined & cross bracing braising of approved design, size,
gauge (thickness) with u-channels top & bottom including all required hardware for fixing
(joints sheet, screws, rivets etc,) with galvanize coating as per manufacturer's
9
specification etc, 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.

a Type-A Kg. 416,000 366,119 - 366,119

b Type-B Kg. 203,000 178,672 1,105 179,777

b Type-E Kg. 23,770 25,737 - 25,737

TOTAL WEIGHT (Kgs) 4,220,806 3,325,731 335,989 3,661,720
 Page 3 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/06

Abstract

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

Providing, cutting, fabricating, erecting, placing and
installing, fixing in position Steel Structure works having
minimum yield strength of 36 ksi, all structural steel
members consisting of (H, I or W sections, angles,
tubes, beams, channels, base plate, MS sheets, stiffener
plate, MS pipe, MS post, MS bar, anchors bolts, rawal
bolts, J bolts, nuts, washer) or where required with
14
(epoxy painted as per specification). and confirming to
ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc

a For Pedestrian Bridge kgs 1,960,000 1,616,539 265,061 1,881,600

For Steel Staircase with canopy of steel structure for

c kgs 372,000 179,295 21,248 200,544
Escalator

2,332,000 1,795,834 286,309 2,082,144

 Page 4 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total

MS CHEQUERED PLATE
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM A563,
ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
15 coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc. The contractor shall submit
coordinated and checked shop drawings (without any
additional cost) for approval prior to the start of the
work etc. complete in all respects as per drawing,
standard , specifications and as directed by the
Engineer.

a For Pedestrian Bridge kgs 246,000 161,904 13,827 175,731

For Steel Staircase with canopy of steel structure for

c kgs 78,000 19,359 4,467 23,826
Escalator

324,000 181,263 18,295 199,557

Total Pedestrian Bridge Work

Type-B : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

 Page 5 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works having
minimum yield strength of 36 ksi, all structural steel
members consisting of (H, I or W sections, angles,
tubes, beams, channels, base plate, MS sheets, stiffener
plate, MS pipe, MS post, MS bar, anchors bolts, rawal
bolts, J bolts, nuts, washer) or where required with
14
(epoxy painted as per specification). and confirming to
ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc

a For Pedestrian Bridge Kg. 505,636 438,316.161 8,771.945 447,088.105

For Steel Staircase with canopy of steel structure for

b Kg. 106,400 100,016.000 10,716.950 110,732.950
Escalator

612,036 538,332 19,489 557,821

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works having
minimum yield strength of 36 ksi, all structural steel
members consisting of (H, I or W sections, angles,
tubes, beams, channels, base plate, MS sheets, stiffener
plate, MS pipe, MS post, MS bar, anchors bolts, rawal
bolts, J bolts, nuts, washer) or where required with
15
(epoxy painted as per specification). and confirming to
ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc

a For Pedestrian Bridge Kg. 70,000 52,422.900 2,575.450 54,998.350

For Steel Staircase with canopy of steel structure for

b Kg. 29,000 19,476.400 1,295.350 20,771.750
Escalator

99,000 71,899 3,871 75,770

Total Pedestrian Bridge Work

 Page 6 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total

Type-E : 1) CIVIL WORK a) Structre Work (Pedetrian Bridge) GL-06 (IPC No - 11)

Pay VO # 5 Qty
Item Item Description Unit Remarks
No Qty Previou. Present Total

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

Providing, cutting, fabricating, erecting, placing and
installing, fixing in position Steel Structure works having
minimum yield strength of 36 ksi, all structural steel
members consisting of (H, I or W sections, angles,
tubes, beams, channels, base plate, MS sheets, stiffener
plate, MS pipe, MS post, MS bar, anchors bolts, rawal
bolts, J bolts, nuts, washer) or where required with
14
(epoxy painted as per specification). and confirming to
ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc

a For Pedestrian Bridge kgs 155,000 133,263.861 5,235.824 138,499.685

For Steel Staircase with canopy of steel structure for

b kgs 23,000 17,896.750 1,684.400 19,581.150
Escalator

c For A/C Outer Box kgs 1,000 - - -

d For Ticket Booth Security & Storage I.T Security kgs 6,000 - - -

185,000 151,161 6,920 158,081

MS CHEQUERED PLATE
 Page 7 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 11)

Pay VO# 5 Qty

Item Item Description Unit Remarks
No Qty Previou. Present Total
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM A563,
ASTM A570, jointing, welding confirming to AWS
(American welding society) specification. painting with 3
15 coats of approved make enamel paint over a one coat of
primer in any floor, including the cost of scaffolding,
platforms & winches etc. The contractor shall submit
coordinated and checked shop drawings (without any
additional cost) for approval prior to the start of the
work etc. complete in all respects as per drawing,
standard , specifications and as directed by the
Engineer.

a For Pedestrian Bridge kgs 21,000 13,450.100 - 13,450.10

For Steel Staircase (Steps & Riisers & Whare Required

c kgs 5,000 3,264.200 - 3,264.20
Etc.)

26,000 16,714 - 16,714

Total Station Work

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) 2,620,636

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) 479,400

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) 6000

 Page 8 of 187

VARIATION ORDER WORKING

GL-06 Type-A

B.O.Q Revised as per this VO Differences

B.O.Q
No.
DESCRIPTION Unit Rate REMARKS
Qty. Amount Qty. Amount Qty. Amount

1 Civil Work

v) Pedestrian Bridge including Toilet & Lift Lobby

1 Excavation including dewatering from NGL up to the required level for

any type of foundations

a From NGL (±) 0.00 meter depth to -1.5 meter depth M3 500 2,600 1,300,000 5,450 2,725,000 2,850 1,425,000

b More than -1.5 meter depth to -3.0 meter depth M3 1,000 960 960,000 4,125 4,125,000 3,165 3,165,000

2 Providing, spreading and compacting earth / engineered filling earth M3 1,800 16 28,800 16 28,800 - -
under floor / foundation and where required etc

3 Providing and laying stone soling M3 2,000 16 32,000 16 32,000 - -

4 Providing and laying plain cement concrete using OPC Type-I or C3

A ≤ 8% or OPC Type-II cement

a Below foundation, equipment's pad, plinth beam, situ, sub flooring M3 7,500 200 1,500,000 400 3,000,000 200 1,500,000
over stone soling etc

b For Cast in situ or where required M3 8,500 24 204,000 24 204,000 - -

5 Providing and laying RCC cement concrete with Betocrete G-2000

a Foundations (for any type & shape) M3 14,000 720 10,080,000 3,000 42,000,000 2,280 31,920,000

b Columns / Pedestal below plinth beam M3 17,000 200 3,400,000 350 5,950,000 150 2,550,000

c Retaining Wall / Ramp Wall/Shear / Core / lift Walls / RCC Wall M3 18,000 16 288,000 50 900,000 34 612,000

6 Providing, supplying, straightening, cutting, bending, fabricating,

placing and installing / binding in position etc

a Sub-Structure Ton 113,000 136 15,368,000 375 42,375,000 239 27,007,000

 Page 9 of 187

GL-06 Type-A

B.O.Q Revised as per this VO Differences

B.O.Q
No.
DESCRIPTION Unit Rate REMARKS
Qty. Amount Qty. Amount Qty. Amount

7 Providing and fixing PVC ribbed water stops 12 inches wide x 1/2 M 1,200 160 192,000 - - (160) (192,000)
inches thick

8 Providing and applying industrial bitumen paint M2 175 4,240 742,000 5,300 927,500 1,060 185,500

9 Providing and applying termite control treatment of sub grade soil M2 100 144 14,400 144 14,400 - -

10 Providing and laying solid block masonry in foundation and where M3 9,000 80 720,000 80 720,000 - -
required (800 Psi minimum)

11 Providing and laying RCC cement concrete with Betocrete G-2000

a Columns M3 18,000 24 432,000 82 1,476,000 58 1,044,000

b R.C.C Shear / Core / Lift / Parapet / Picked up / RCC Wall M3 18,500 160 2,960,000 425 7,862,500 265 4,902,500

c Beams / lintel with nibs / projection M3 17,000 8 136,000 8 136,000 - -

d Slab i/c Projections M3 17,500 8 140,000 40 700,000 32 560,000

12 Providing, making and fixing RCC Pre-Cast members

a RCC Pre-Cast Slab M3 30,500 8 244,000 40 1,220,000 32 976,000

b RCC Pre-Cast Beams M3 36,500 16 584,000 425 15,512,500 409 14,928,500

13 Providing, supplying, straightening, cutting, bending, fabricating,

placing and installing / binding in position etc

a) Super-Structure Ton 113,000 40 4,520,000 62 7,006,000 22 2,486,000

 Page 10 of 187

GL-06 Type-A

B.O.Q Revised as per this VO Differences

B.O.Q
No.
DESCRIPTION Unit Rate REMARKS
Qty. Amount Qty. Amount Qty. Amount

14 Providing, cutting, fabricating, erecting, placing and installing, fixing in

position Steel Structure works

a For Pedestrian bridge Kgs 240 1,268,160 304,358,400 1,644,000 394,560,000 375,840 90,201,600

b For Steel Staircase with canopy of steel structure for Escalator Kgs 250 144,200 36,050,000 372,000 93,000,000 227,800 56,950,000

15 Providing, cutting, fabricating, erecting, placing and installing, fixing in

position M.S Chequered Plate

a For Pedestrian bridge Kgs 240 200,800 48,192,000 246,000 59,040,000 45,200 10,848,000

b For Steel Staircase with canopy of steel structure for Escalator Kgs 265 22,000 5,830,000 78,000 20,670,000 56,000 14,840,000

16 Providing, cutting, fabricating, erecting, placing and installing, fixing in

position G.I Corrugated Sheet

a For Pedestrian bridge Kg 215 25,800 5,547,000 28,000 6,020,000 2,200 473,000

b For Steel Staircase with canopy of steel structure for Escalator Kg 215 10,800 2,322,000 11,400 2,451,000 600 129,000

TOTAL STRUCTURE WORK 446,144,600 712,655,700 266,511,100

 Page 11 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/06

Abstract

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 13)

Pay B.O.Q VO# 5 Qty Amount (Rs.)

Item Item Description Unit Rate Remarks
No Qty Amount Qty Amount Previou. Present Total Previous Present Total

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc. including
site clearing & grubbing, dressing, leveling, compacting
& back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 500 2,600 1,300,000 5,450 2,725,000 6,804.038 5,450.000 1,354.038 3,402,019 2,725,000 677,019

b More than -1.5 meter depth to -3.0 meter depth Cum 1,000 960 960,000 4,125 4,125,000 5,725.413 4,125.000 1,600.413 5,725,413 4,125,000 1,600,413

CONCRETE WORKS (SUB STRUCTURE)

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened
sand, of approved quarry. Concrete having 28 days
preliminary
Below foundation, equipment's pad, plinth beam, situ,
a sub flooring over stone soling etc. or where required Cum 7,500 200 1,500,000 400 3,000,000 556.784 400.000 156.784 4,175,880 3,000,000 1,175,880
(10 Mpa 1500Psi)

b For Cast in situ or where required (15 Mpa 2200Psi) Cum 8,500 24 204,000 24 204,000 - - -

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
5 to supplier instruction) where required using OPC Type-I
or C3 A ≤ 8% or OPC Type-II cement & approved quarry
of crushed stone 25 mm (1 inch) and down gauge with
approved quarry of sand having 28 days preliminary

a Foundations (for any type & shape) (28 Mpa 4000 Psi) Cum 14,000 720 10,080,000 3,000 42,000,000 - - -

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 17,000 200 3,400,000 350 5,950,000 387.472 350.000 37.472 6,587,024 5,950,000 637,024
Psi)
Retaining Wall / Ramp Wall/Shear / Core / lift Walls /
c Cum 18,000 16 288,000 50 900,000 153.786 50.000 103.786 2,768,148 900,000 1,868,148
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 113,000 136 15,368,000 375 42,375,000 443.901 375.000 68.901 50,160,790 42,375,000 7,785,790

BITUMEN COATING
 Page 12 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 13)

Pay B.O.Q VO# 5 Qty Amount (Rs.)

Item Item Description Unit Rate Remarks
No Qty Amount Qty Amount Previou. Present Total Previous Present Total

Providing and applying industrial bitumen paint (Coverage 7

8 Kg / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 175 4,240 742,000 5,300 927,500 9,378.705 5,300.000 4,078.705 1,641,273 927,500 713,773
CC structural member surfaces up to plinth etc

TERMITE PROOFING
 Page 13 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 13)

Pay B.O.Q VO# 5 Qty Amount (Rs.)

Item Item Description Unit Rate Remarks
No Qty Amount Qty Amount Previou. Present Total Previous Present Total

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 100 144 14,400 144 14,400 - - -
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN or
TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

10 Providing and laying solid block masonry in foundation and M3 9,000 80 720,000 80 720,000 - - -
where required (800 Psi minimum)

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1
inch) and down gauge with approved quarry of sand
having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 18,000 24 432,000 82 1,476,000 - - -

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC Wall

b Cum 18,500 160 2,960,000 425 7,862,500 - - -
(28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 17,000 8 136,000 8 136,000 - - -

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 17,500 8 140,000 40 700,000 - - -

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 30,500 8 244,000 40 1,220,000 - - -

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 36,500 16 584,000 425 15,512,500 - - -

STEEL REINFORCEMENT BARS

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 113,000 40 4,520,000 62 7,006,000 - - -

 Page 14 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge) GL-06 (IPC No - 13)

Pay B.O.Q VO# 5 Qty Amount (Rs.)

Item Item Description Unit Rate Remarks
No Qty Amount Qty Amount Previou. Present Total Previous Present Total

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

Providing, cutting, fabricating, erecting, placing and
installing, fixing in position Steel Structure works having
minimum yield strength of 36 ksi, all structural steel
members consisting of (H, I or W sections, angles,
14
tubes, beams, channels, base plate, MS sheets, stiffener
plate, MS pipe, MS post, MS bar, anchors bolts, rawal
bolts, J bolts, nuts, washer) or where required with
(epoxy painted as per specification)

a For Pedestrian Bridge kgs 240 1,268,160 304,358,400 1,960,000 470,400,000 - - -

For Steel Staircase with canopy of steel structure for

c kgs 250 144,200 36,050,000 372,000 93,000,000 - - -
Escalator

MS CHEQUERED PLATE
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM A563,
ASTM A570, jointing, welding confirming to AWS
(American welding society)

a For Pedestrian Bridge kgs 240 200,800 48,192,000 246,000 59,040,000 - - -

For Steel Staircase with canopy of steel structure for

c kgs 265 22,000 5,830,000 78,000 20,670,000 - - -
Escalator
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi, or
16
where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 240 25,800 6,192,000 28,000 6,720,000 - - -

For Steel Staircase with canopy of steel structure for

c kgs 265 10,800 2,862,000 11,400 3,021,000 - - -
Escalator

Total Pedestrian Bridge Work 447,076,800 789,704,900 74,460,547 60,002,500 14,458,047

Contractor : Consultant : Employer :

Usmani JV Reliable EA Consultant Pvt. Ltd Karachi Infrastructure Development Company Ltd.
 Page 15 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/06

Abstract
Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge)

Revised
Actual Executed Remaining Contract
Actual Total
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount %
week Qty week Qty
EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 5,471.523 2,735,762 5,431.023 2,715,511 99.26% 40.500 20,250 0.74% 40.500 Remaining 500 5,450.000 2,725,000 5,471.523 2,735,762 100.39%
Station 9-A 416.666
Footing CF-5
b More than -1.5 meter depth to -3.0 meter depth Cum 3,474.018 3,474,018 3,457.818 3,457,818 99.53% 16.200 16,200 0.47% 16.200 1,000 4,125 4,125,000 3,474.018 3,474,018 84.22%
Right Side 119.541
EARTH FILL / ENGINEERED FILL - - - - -
-

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining filling
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 400.000 720,000 319.031 574,255 79.76% 80.969 145,745 20.24% 80.969 Right Side 1,800 16 28,800 400.000 720,000 2500.00%
Station 5A to 9A
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

384.000
STONE SOLING - - - - -
-

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a Cum - - - - - - - 2,000 16 32,000 - - 0.00%
consolidated & compacted layer of moist earth including
ramming & compacting with power roller etc
-
CONCRETE WORKS (SUB STRUCTURE) - - - - -
-
Providing and laying plain cement concrete using OPC
Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - - - - - -
sand, of approved quarry. Concrete having 28 days
preliminary -
Remaining Right
Below foundation, equipment's pad, plinth beam, situ,
a Cum 600.000 4,500,000 561.526 4,211,447 93.59% 38.474 288,553 6.41% 38.474 Side Station 5A 7,500 400 3,000,000 600.000 4,500,000 150.00%
sub flooring over stone soling etc (10 Mpa 1500Psi)
to 9A
200.000
b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - - - - 8,500 24 204,000 - - 0.00%
-
 Page 16 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge)

Revised
Actual Executed Remaining Contract
Actual Total
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount %
week Qty week Qty
Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - - - - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary -
Remaining
Foundations (for any type & shape) (28 Mpa 4000 Station 9-A
a Cum 2,739.391 38,351,474 2,726.913 38,176,782 99.54% 12.478 174,692 0.46% 12.478 14,000 3,000 42,000,000 2,739.391 38,351,474 91.31%
Psi) Footing CF-5
Right Side 244.813
Remaining
Columns / Pedestal below plinth beam (28 Mpa 4000 Station 9-A
b Cum 392.151 6,666,567 390.637 6,640,829 99.61% 1.514 25,738 0.39% 1.514 17,000 350 5,950,000 392.151 6,666,567 112.04%
Psi) Column CF-5
Right Side 57.315
Remaining
Retaining Wall / Ramp Wall/Shear / Core / lift Walls / Station 9-A Lift
c Cum 436.103 7,849,854 432.339 7,782,102 99.14% 3.764 67,752 0.86% 3.764 18,000 50 900,000 436.103 7,849,854 872.21%
RCC Wall (28 Mpa 4000 Psi) Wall CF-5 Right
Side
386.103
STEEL REINFORCEMENT BARS - - - - -
-
Providing, supplying, straightening, cutting, bending,
fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - - - - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard -

Remaining
Station 9-A
a Sub-Structure M.Ton 475 53,675,000 472.000 53,336,000 99.37% 3.000 339,000 0.63% 3.000 113,000 375 42,375,000 475.000 53,675,000 126.67%
Footing CF-5
Right Side
100.000
WATER STOPPER BAR - - - - -
-

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - - - - 1,200 - - -
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc
-
BITUMEN COATING - - - - -
-

Remaining
Providing and applying industrial bitumen paint (Coverage 7 Kg Station 9-A
8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 10,233.882 1,790,929 10,183.882 1,782,179 99.51% 50.000 8,750 0.49% 50.000 175 5,300 927,500 10,233.882 1,790,929 193.09%
Footing CF-5
CC structural member surfaces up to plinth etc
Right Side
4,933.882
TERMITE PROOFING - - - - - -
-

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 65.304 6,530 65.304 6,530 100.00% - - 0.00% - 100 144 14,400 65.304 6,530 45.35%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

-
SOLID BLOCK MASONRY IN SUB-STRUCTURE - - - - - -
-

10 Providing and laying solid block masonry in foundation and M3 40.000 360,000 40.000 360,000 100.00% - - 0.00% - 9,000 80 720,000 40.000 360,000 50.00%
where required (800 Psi minimum) -
- 120,130,134 119,043,454 99.10% 1,086,680 0.90% 103,001,700 - 120,130,134 116.63%
-
- - - -

CONCRETE WORKS (SUPER STRUCTURE) -

-
 Page 17 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge)

Revised
Actual Executed Remaining Contract
Actual Total
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount %
week Qty week Qty
Providing and laying RCC cement concrete with
Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC - - -
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary -

a Columns (28 Mpa 4000 Psi) Cum 15.525 279,450 15.525 279,450 100.00% - - 0.00% - 18,000 82 1,476,000 15.525 279,450 18.93%

-
R.C.C Shear / Core / Lift / Parapet / Picked up / RCC
b Cum - - - - - - - 18,500 425 7,862,500 - - 0.00%
Wall (28 Mpa 4000 Psi) -
Remaining
c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 21.283 361,811 20.513 348,721 96.38% 0.770 13,090 3.62% 0.770 (Right Side.) 17,000 8 136,000 21.283 361,811 266.04%
Lobby 13.283
Remaining
d Slab i/c Projections (21 Mpa 3000 Psi) Cum 101.433 1,775,077 99.615 1,743,263 98.21% 1.818 31,815 1.79% 1.818 (Right Side.) 17,500 40 700,000 101.433 1,775,077 253.58%
Lobby 63.033
Providing, making and fixing RCC Pre-Cast members
including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - - - - - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc -
a Slab i/c Projections (21 Mpa 3000 Psi) Cum 47.174 1,438,807 45.208 1,378,856 95.83% 1.966 59,951 4.17% 1.966 Remaining 30,500 40 1,220,000 47.174 1,438,807 117.93%
7.174
Station 9-A Right
b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 359.874 13,135,412 343.838 12,550,103 95.54% 16.036 585,309 4.46% 16.036 Side 36,500 425 15,512,500 359.874 13,135,412 84.68%
-
STEEL REINFORCEMENT BARS - - - - - -
-
Providing, supplying, straightening, cutting, bending,
fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - - - - - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi) -
Remaining
a Super-Structure M.Ton 8 904,000 7.500 847,500 93.75% 0.500 56,500 6.25% 0.500 (Right Side.) 113,000 62 7,006,000 8.000 904,000 12.90%
Lobby 5-A & 9-A
-
STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - - - - -
-
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - - - - - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification) -
a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 1,893,698.262 454,487,583 1,399,770.222 335,944,853 73.92% 493,928.039 118,542,729 26.08% 493,928.039 240 1,644,000 394,560,000 1,893,698.262 454,487,583 115.19%
-
For Steel Staircase with canopy of steel structure for
b kgs 217,228.016 54,307,004 83,320.741 20,830,185 38.36% 133,907.275 33,476,819 61.64% 133,907.275 250 372,000 93,000,000 217,228.016 54,307,004 58.39%
Escalator -
MS CHEQUERED PLATE - - - - - -
-
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - - - - - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570 -
a For Pedestrian Bridge kgs 214,534.000 51,488,160 159,801.550 38,352,372 74.49% 54,732.450 13,135,788 25.51% 54,732.450 240 246,000 59,040,000 214,534.000 51,488,160 87.21%
-
For Steel Staircase with canopy of steel structure for
c kgs 33,875.000 8,976,875 12,628.950 3,346,672 37.28% 21,246.050 5,630,203 62.72% 21,246.050 265 78,000 20,670,000 33,875.000 8,976,875 43.43%
Escalator -
G.I CORRUGATED SHEET - - - - - -
-
Providing, cutting, fabricating, erecting, placing and
installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - - - - - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570 -
a For Pedestrian Bridge kgs 23,437.460 5,039,054 10,561.483 2,270,719 45.06% 12,875.977 2,768,335 54.94% 12,875.977 215 28,000 6,020,000 23,437.460 5,039,054 83.71%
-
For Steel Staircase with canopy of steel structure for
c kgs 6,455.376 1,387,906 1,703.435 366,239 26.39% 4,751.941 1,021,667 73.61% 4,751.941 215 11,400 2,451,000 6,455.376 1,387,906 56.63%
Escalator -
 Page 18 of 187

Type-A : 1) CIVIL WORK a) Structre Work (Pedestrian Bridge)

Revised
Actual Executed Remaining Contract
Actual Total
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount %
week Qty week Qty
Total Pedestrian Bridge Work 593,581,139 418,258,932 70.46% 175,322,207 29.54% 609,654,000 593,581,139 97.36%

713,711,273 537,302,386 75.28% 176,408,887 24.72% 712,655,700 713,711,273 100.15%

 Page 19 of 187

C POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

GE # KAR/BRTS/GL/06

stract
GL-06 (IPC No - 17)

Saving Increase
Remarks
Qty Amount % Qty Amount %

395.143 197,571 7.25% 416.666 208,333 7.65% Remaining

Station 9-A
Footing CF-5
770.523 770,523 18.68% 120 119,541 2.90% Right Side

- -

Remaining
- - 0.00% 384.000 691,200 2400.00% Station 5-A, 8-A
Ramp Filling

- -

16.000 32,000 100.00% -

- -

- -

Remaining
Station 9-A
- - 0.00% 200.000 1,500,000 50.00%
Footing CF-5
Right Side

24.000 204,000 100.00% -

 Page 20 of 187

GL-06 (IPC No - 17)

Saving Increase
Remarks
Qty Amount % Qty Amount %

- -

Remaining
Station 9-A
505.422 7,075,908 16.85% 245 3,427,382 8.16%
Footing CF-5
Right Side
Remaining
Station 9-A
15.164 257,788 4.33% 57.315 974,355 16.38%
Column CF-5
Right Side
Remaining
Station 9-A Lift
- - 0.00% 386.103 6,949,854 772.21%
Wall CF-5 Right
Side

- -

- -

Remaining
Station 9-A
- - 0.00% 100.000 11,300,000 26.67%
Footing CF-5
Right Side

- -

- - 0.00% -

- -

Remaining
Station 9-A
- - 0.00% 4,933.882 863,429 93.09%
Footing CF-5
Right Side

- -

78.696 7,870 54.65% -

- -

40.000 360,000 50.00% -

- 8,905,660 8.65% - 26,034,094 25.28%

- -

- -
 Page 21 of 187

GL-06 (IPC No - 17)

Saving Increase
Remarks
Qty Amount % Qty Amount %

- -

Remaining
66.475 1,196,550 81.07% - Station 9-A
Right Side

425.000 7,862,500 100.00% -

Remaining
- - 0.00% 13.283 225,811 166.04% Station 9-A
Right Side
Remaining
1.600 28,000 4.00% 63.033 1,103,078 157.58% Station 9-A
Right Side

- -

- - 0.00% 7.174 218,807 17.94%

65.126 2,377,088 15.32% -

- -

- -

54.000 6,102,000 87.10% -

- -

- -

- - 0.00% 249,698 59,927,583 15.19%

154,771.984 38,692,996 41.61% -

- -

- -

31,466.000 7,551,840 12.79% -

44,125.000 11,693,125 56.57% -

- -

- -

4,562.540 980,946 16.29% -

4,944.624 1,063,094 43.37% -

 Page 22 of 187

GL-06 (IPC No - 17)

Saving Increase
Remarks
Qty Amount % Qty Amount %

77,548,139 12.72% 61,475,278 10.08%

86,453,799 12.13% 87,509,373 12.28%

 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 2A (KDA CHOWRANGI)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty Amount % Qty
week Qty week Qty
EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 767.769 383,884 767.769 383,884 100.00% - - 0.00% 500 681.250 340,625 767.769 383,884 112.700% - - 0.000% 86.519

b More than -1.5 meter depth to -3.0 meter depth Cum 395.788 395,788 395.788 395,788 100.00% - - 0.00% 1,000 515.625 515,625 395.788 395,788 76.759% 119.837 119,837 23.241%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 43.434 78,181 43.434 78,181 100.00% - 0.00% 1,800 2.000 3,600 43.434 78,181 2171.694% - - 0.000% 41.434
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
consolidated & compacted layer of moist earth including
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Below foundation, equipment's pad, plinth beam, situ,

a Cum 60.730 455,475 60.730 455,475 100.00% - 0.00% 7,500 50.000 375,000 60.730 455,475 121.460% - - 0.000% 10.730
sub flooring over stone soling etc (10 Mpa 1500Psi)

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 217.167 3,040,338 217.167 3,040,338 100.00% - - 0.00% 14,000 375.000 5,250,000 217.167 3,040,338 57.911% 157.833 2,209,662 42.089%
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 44.787 761,379 44.787 761,379 100.00% - 0.00% 17,000 43.750 743,750 44.787 761,379 102.370% - - 0.000% 1.037
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 45.694 822,492 45.694 822,492 100.00% - - 0.00% 18,000 6.250 112,500 45.694 822,492 731.104% - - 0.000% 39.444
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC
welded jointing, all works to be carried out the satisfaction of Rm - - - - 1,200 - - - - 0.00%
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,010.300 176,802 1,010.300 176,802 100.00% - 0.00% 175 662.500 115,938 1,010.300 176,802 152.498% - - 0.000% 347.800
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

12,869,531 12,869,531 - 12,875,213 12,869,531 99.96% 2,404,983 18.68%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 2.250 40,500 2.250 40,500 100.00% - - 0.00% 18,000 10.250 184,500 2.250 40,500 21.951% 8.000 144,000 78.049%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.691 45,747 2.691 45,747 100.00% - 0.00% 17,000 1.000 17,000 2.691 45,747 269.100% - - 0.000% 1.691

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 4.200 73,500 4.200 73,500 100.00% - 0.00% 17,500 5.000 87,500 4.200 73,500 84.000% 0.800 14,000 16.000%

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 47.961 1,750,586 47.961 1,750,586 100.00% - 0.00% 36,500 53.125 1,939,063 47.961 1,750,586 90.280% 5.164 188,476 9.720%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 217,239.377 52,137,450 206,377.41 49,530,578 95.00% 10,861.97 2,606,873 5.00% 10,861.97 240 245,000.000 58,800,000 217,239.377 52,137,450 88.669% 27,760.623 6,662,550 11.331%

For Steel Staircase with canopy of steel structure for

b kgs 27,784.252 6,946,063 23,616.61 5,904,154 85.00% 4,167.64 1,041,909 15.00% 4,167.64 250 46,500.000 11,625,000 27,784.252 6,946,063 59.751% 18,715.748 4,678,937 40.249%
Escalator

MS CHEQUERED PLATE - - -
 Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570

a For Pedestrian Bridge kgs 20,174.000 4,841,760 19,165.30 4,599,672 95.00% 1,008.70 242,088 5.00% 1,008.70 240 30,750.000 7,380,000 20,174.000 4,841,760 65.607% 10,576.000 2,538,240 34.393%

For Steel Staircase with canopy of steel structure for

c kgs 4,302.000 1,140,030 3,656.70 969,026 85.00% 645.30 171,005 15.00% 645.30 265 9,750.000 2,583,750 4,302.000 1,140,030 44.123% 5,448.000 1,443,720 55.877%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 2,122.000 456,230 1,909.80 410,607 90.00% 212.20 45,623 10.00% 212.20 215 3,500.000 752,500 2,122.000 456,230 60.629% 1,378.000 296,270 39.371%

For Steel Staircase with canopy of steel structure for

c kgs 866.315 186,258 259.89 55,877 30.00% 606.42 130,380 70.00% 606.42 215 1,425.000 306,375 866.315 186,258 60.794% 558.685 120,117 39.206%
Escalator

Total Pedestrian Bridge Work 67,910,975 63,673,097 4,237,878 85,686,751 67,910,975 79.25% 17,831,873 20.81%

80,780,507 76,542,629 4,237,878 98,561,964 80,780,507 81.96% 20,236,855 20.53%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

43,259 12.70%

74,581 2071.69%

80,475 21.46%

17,629 2.37%

709,992 631.10%

1,412,500 26.67%

60,865 52.50%

2,399,301 18.64%

28,747 169.10%

- 0.00%

27,351 17.94%
 56,098 0.07%

2,455,399 2.49%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 3A (KARIMI CHOWRANGI)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount %

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 816.907 408,453 816.907 408,453 100.00% - - 0.00% 500 681.250 340,625 816.907 408,453 119.913% - - 0.000%

b More than -1.5 meter depth to -3.0 meter depth Cum 518.126 518,126 518.126 518,126 100.00% - - 0.00% 1,000 515.625 515,625 518.126 518,126 100.485% - - 0.000%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 44.418 79,952 44.418 79,952 100.00% - 0.00% 1,800 2.000 3,600 44.418 79,952 2220.894% - - 0.000%
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a
consolidated & compacted layer of moist earth including Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Below foundation, equipment's pad, plinth beam, situ,

a Cum 65.656 492,420 65.656 492,420 100.00% - 0.00% 7,500 50.000 375,000 65.656 492,420 131.312% - - 0.000%
sub flooring over stone soling etc (10 Mpa 1500Psi)

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 250.500 3,507,000 250.500 3,507,000 100.00% - - 0.00% 14,000 375.000 5,250,000 250.500 3,507,000 66.800% 124.500 1,743,000 33.200%
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 47.602 809,234 47.602 809,234 100.00% - 0.00% 17,000 43.750 743,750 47.602 809,234 108.805% - - 0.000%
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 41.352 744,336 41.352 744,336 100.00% - - 0.00% 18,000 6.250 112,500 41.352 744,336 661.632% - - 0.000%
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000%

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - 1,200 - - - - 0.00%
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,108.722 194,026 1,108.722 194,026 100.00% - 0.00% 175 662.500 115,938 1,108.722 194,026 167.354% - - 0.000%
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

13,508,739 13,508,739 - 12,875,213 13,508,739 104.92% 1,818,484 14.12%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 2.250 40,500 2.250 40,500 100.00% - 0.00% 18,000 10.250 184,500 2.250 40,500 21.951% 8.000 144,000 78.049%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.691 45,747 2.691 45,747 100.00% - 0.00% 17,000 1.000 17,000 2.691 45,747 269.100% - - 0.000%

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 4.200 73,500 4.200 73,500 100.00% - 0.00% 17,500 5.000 87,500 4.200 73,500 84.000% 0.800 14,000 16.000%

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000%

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 47.812 1,745,128 47.812 1,745,128 100.00% - 0.00% 36,500 53.125 1,939,063 47.812 1,745,128 89.999% 5.313 193,934 10.001%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 216,771.467 52,025,152 179,920.32 43,180,876 83.00% 36,851.15 8,844,276 17.00% 36,851.15 240 245,000.000 58,800,000 216,771.467 52,025,152 88.478% 28,228.533 6,774,848 11.522%

For Steel Staircase with canopy of steel structure for

b kgs 31,638.252 7,909,563 26,892.51 6,723,129 85.00% 4,745.74 1,186,434 15.00% 4,745.74 250 46,500.000 11,625,000 31,638.252 7,909,563 68.039% 14,861.748 3,715,437 31.961%
Escalator

MS CHEQUERED PLATE - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570
 a For Pedestrian Bridge kgs 26,045.000 6,250,800 21,617.35 5,188,164 83.00% 4,427.65 1,062,636 17.00% 4,427.65 240 30,750.000 7,380,000 26,045.000 6,250,800 84.699% 4,705.000 1,129,200 15.301%

For Steel Staircase with canopy of steel structure for

c kgs 4,305.000 1,140,825 3,659.25 969,701 85.00% 645.75 171,124 15.00% 645.75 265 9,750.000 2,583,750 4,305.000 1,140,825 44.154% 5,445.000 1,442,925 55.846%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 2,635.890 566,716 2,372.30 510,045 90.00% 263.59 56,672 10.00% 263.59 215 3,500.000 752,500 2,635.890 566,716 75.311% 864.110 185,784 24.689%

For Steel Staircase with canopy of steel structure for

c kgs 834.141 179,340 750.73 161,406 90.00% 83.41 17,934 10.00% 83.41 215 1,425.000 306,375 834.141 179,340 58.536% 590.859 127,035 41.464%
Escalator

Total Pedestrian Bridge Work 70,270,123 58,931,047 11,339,076 85,686,751 70,270,123 82.01% 15,472,725 18.06%

83,778,862 72,439,786 11,339,076 98,561,964 83,778,862 85.00% 17,291,209 17.54%

 GL-06 (IPC No - 17)

Increase
Remarks
Qty Amount %

135.657 67,828 19.91%

2.501 2,501 0.49%

42.418 76,352 2120.89%

15.656 117,420 31.31%

3.852 65,484 8.80%

35.102 631,836 561.63%

12.500 1,412,500 26.67%

446.222 78,089 67.35%

2,452,010 19.04%

1.691 28,747 169.10%

- 0.00%

0.897 27,351 17.94%

 56,098 0.07%

2,508,108 2.54%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 4A (SURJANI CHOWRANGI)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty Amount % Qty
week Qty week Qty
EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 527.328 263,664 527.328 263,664 100.00% - - 0.00% 500 681.250 340,625 527.328 263,664 77.406% 153.922 76,961 22.594% -

b More than -1.5 meter depth to -3.0 meter depth Cum 262.593 262,593 262.593 262,593 100.00% - - 0.00% 1,000 515.625 515,625 262.593 262,593 50.927% 253.032 253,032 49.073%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 48.330 86,995 48.330 86,995 100.00% - 0.00% 1,800 2.000 3,600 48.330 86,995 2416.519% - - 0.000% 46.330
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
consolidated & compacted layer of moist earth including
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Below foundation, equipment's pad, plinth beam, situ,

a Cum 96.403 723,025 96.403 723,025 100.00% - 0.00% 7,500 50.000 375,000 96.403 723,025 192.807% - - 0.000% 46.403
sub flooring over stone soling etc (10 Mpa 1500Psi)

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 454.505 6,363,070 454.505 6,363,070 100.00% - - 0.00% 14,000 375.000 5,250,000 454.505 6,363,070 121.201% - - 0.000% 79.505
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 36.534 621,078 36.534 621,078 100.00% - 0.00% 17,000 43.750 743,750 36.534 621,078 83.506% 7.216 122,672 16.494% -
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 45.096 811,728 45.096 811,728 100.00% - - 0.00% 18,000 6.250 112,500 45.096 811,728 721.536% - - 0.000% 38.846
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC
welded jointing, all works to be carried out the satisfaction of Rm - - - - 1,200 - - - - 0.00%
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,379.638 241,437 1,379.638 241,437 100.00% - 0.00% 175 662.500 115,938 1,379.638 241,437 208.247% - - 0.000% 717.138
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

16,128,781 16,128,781 - 12,875,213 16,128,781 125.27% 528,149 4.10%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 1.688 30,375 1.688 30,375 100.00% - 0.00% 18,000 10.250 184,500 1.688 30,375 16.463% 8.563 154,125 83.537%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.650 45,053 100.00% - 0.00% 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000% 1.650

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 6.306 110,346 6.306 110,346 100.00% - 0.00% 17,500 5.000 87,500 6.306 110,346 126.110% - - 0.000% 1.306

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 42.242 1,541,846 42.242 1,541,846 100.00% - 0.00% 36,500 53.125 1,939,063 42.242 1,541,846 79.515% 10.883 397,217 20.485%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 256,994.027 61,678,566 244,144.33 58,594,638 95.00% 12,849.70 3,083,928 5.00% 12,849.70 240 245,000.000 58,800,000 256,994.027 61,678,566 104.896% -11,994.027 - 2,878,566 -4.896%

For Steel Staircase with canopy of steel structure for

b kgs 25,049.252 6,262,313 24,297.77 6,074,444 97.00% 751.48 187,869 3.00% 751.48 250 46,500.000 11,625,000 25,049.252 6,262,313 53.869% 21,450.748 5,362,687 46.131%
Escalator

MS CHEQUERED PLATE - - -
 Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570

a For Pedestrian Bridge kgs 31,622.000 7,589,280 30,040.90 7,209,816 95.00% 1,581.10 379,464 5.00% 1,581.10 240 30,750.000 7,380,000 31,622.000 7,589,280 102.836% - 872.000 - 209,280 -2.836%

For Steel Staircase with canopy of steel structure for

c kgs 4,025.000 1,066,625 3,904.25 1,034,626 97.00% 120.75 31,999 3.00% 120.75 265 9,750.000 2,583,750 4,025.000 1,066,625 41.282% 5,725.000 1,517,125 58.718%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 3,362.120 722,856 3,194.01 686,713 95.00% 168.11 36,143 5.00% 168.11 215 3,500.000 752,500 3,362.120 722,856 96.061% 137.880 29,644 3.939%

For Steel Staircase with canopy of steel structure for

c kgs 729.278 156,795 692.81 148,955 95.00% 36.46 7,840 5.00% 36.46 215 1,425.000 306,375 729.278 156,795 51.177% 695.722 149,580 48.823%
Escalator

Total Pedestrian Bridge Work 79,496,905 75,769,662 3,727,243 85,686,751 79,496,905 92.78% 6,268,094 7.32%

95,625,686 91,898,443 3,727,243 98,561,964 95,625,686 97.02% 6,796,243 6.90%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

- 0.00%

83,395 2316.52%

348,025 92.81%

1,113,070 21.20%

- 0.00%

699,228 621.54%

1,412,500 26.67%

125,499 108.25%

3,781,717 29.37%

28,053 165.02%

22,846 26.11%

27,351 17.94%
 78,250 0.09%

3,859,967 3.92%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 5A (2 MINUTE CHOWRANGI)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 871.694 435,847 871.694 435,847 100.00% - - 0.00% - 500 681.250 340,625 871.694 435,847 127.955% - - 0.000% 190.444

b More than -1.5 meter depth to -3.0 meter depth Cum 441.348 441,348 441.348 441,348 100.00% - - 0.00% - 1,000 515.625 515,625 441.348 441,348 85.595% 74.277 74,277 14.405%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 60.175 108,316 43.982 79,167 73.09% 16.194 29,149 26.91% 16.194 (Right Side.) 1,800 2.000 3,600 60.175 108,316 3008.769% - - 0.000% 58.175
Footpath
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a
consolidated & compacted layer of moist earth including Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Remaining
Below foundation, equipment's pad, plinth beam, situ,
a Cum 74.690 560,174 67.535 506,513 90.42% 7.155 53,661 9.58% 7.155 (Right Side.) 7,500 50.000 375,000 74.690 560,174 149.380% - - 0.000% 24.690
sub flooring over stone soling etc (10 Mpa 1500Psi)
Footpath

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 278.636 3,900,904 278.636 3,900,904 100.00% - - 0.00% - 14,000 375.000 5,250,000 278.636 3,900,904 74.303% 96.364 1,349,096 25.697%
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 70.522 1,198,874 70.522 1,198,874 100.00% - 0.00% 17,000 43.750 743,750 70.522 1,198,874 161.193% - - 0.000% 26.772
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 90.747 1,633,446 90.747 1,633,446 100.00% - - 0.00% - 18,000 6.250 112,500 90.747 1,633,446 1451.952% - - 0.000% 84.497
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% - 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - 1,200 - - - - 0.00%
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,439.154 251,852 1,439.154 251,852 100.00% - 0.00% 175 662.500 115,938 1,439.154 251,852 217.231% - - 0.000% 776.654
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% - 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

15,285,952 15,203,142 82,810 12,875,213 15,285,952 118.72% 1,498,857 11.64%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 2.138 38,475 2.138 38,475 100.00% - 0.00% 18,000 10.250 184,500 2.138 38,475 20.854% 8.113 146,025 79.146%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)
Remaining
c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.265 38,508 85.47% 0.385 6,545 14.53% 0.385 (Right Side.) 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000% 1.650
Lobby
Remaining
d Slab i/c Projections (21 Mpa 3000 Psi) Cum 32.986 577,246 32.077 561,339 97.24% 0.909 15,907 2.76% 0.909 (Right Side.) 17,500 5.000 87,500 32.986 577,246 659.710% - - 0.000% 27.986
Lobby
Providing, making and fixing RCC Pre-Cast members
including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 41.227 1,504,801 41.227 1,504,801 100.00% - 0.00% 36,500 53.125 1,939,063 41.227 1,504,801 77.605% 11.898 434,262 22.395%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)
Remaining
a Super-Structure M.Ton 1 113,000 0.750 84,750 75.00% 0.25 28,250 25.00% 0.25 (Right Side.) 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%
Lobby
STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 244,852.651 58,764,636 200,779.17 48,187,002 82.00% 44,073.48 10,577,635 18.00% 44,073.48 240 245,000.000 58,800,000 244,852.651 58,764,636 99.940% 147.349 35,364 0.060%

For Steel Staircase with canopy of steel structure for

b kgs 24,325.252 6,081,313 8,513.84 2,128,460 35.00% 15,811.41 3,952,853 65.00% 15,811.41 250 46,500.000 11,625,000 24,325.252 6,081,313 52.312% 22,174.748 5,543,687 47.688%
Escalator

MS CHEQUERED PLATE - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570
 a For Pedestrian Bridge kgs 30,808.000 7,393,920 25,262.56 6,063,014 82.00% 5,545.44 1,330,906 18.00% 5,545.44 240 30,750.000 7,380,000 30,808.000 7,393,920 100.189% - 58.000 - 13,920 -0.189%

For Steel Staircase with canopy of steel structure for

c kgs 4,025.000 1,066,625 1,408.75 373,319 35.00% 2,616.25 693,306 65.00% 2,616.25 265 9,750.000 2,583,750 4,025.000 1,066,625 41.282% 5,725.000 1,517,125 58.718%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 3,856.710 829,193 3,085.37 663,354 80.00% 771.34 165,839 20.00% 771.34 215 3,500.000 752,500 3,856.710 829,193 110.192% - 356.710 - 76,693 -10.192%

For Steel Staircase with canopy of steel structure for

c kgs 764.431 164,353 - - 0.00% 764.43 164,353 100.00% 764.43 215 1,425.000 306,375 764.431 164,353 53.644% 660.569 142,022 46.356%
Escalator

Total Pedestrian Bridge Work 76,758,465 59,822,872 16,935,593 85,686,751 76,758,465 89.58% 9,473,435 11.06%

92,044,417 75,026,014 17,018,403 98,561,964 92,044,417 93.39% 10,972,292 11.13%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

95,222 27.96%

104,716 2908.77%

185,174 49.38%

455,124 61.19%

1,520,946 1351.95%

1,412,500 26.67%

135,914 117.23%

3,909,596 30.37%

28,053 165.02%

489,746 559.71%

27,351 17.94%
 545,150 0.64%

4,454,746 4.52%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 6A (2400 ROAD)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract Actual Total Saving
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % Amount % Qty Amount Qty Amount % Qty Amount %
week Qty week Qty
EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 685.297 342,648 685.297 342,648 100.00% - - 0.00% - 500 681.250 340,625 685.297 342,648 100.594% - - 0.000%

b More than -1.5 meter depth to -3.0 meter depth Cum 579.521 579,521 579.521 579,521 100.00% - - 0.00% - 1,000 515.625 515,625 579.521 579,521 112.392% - - 0.000%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 64.446 116,003 48.253 86,855 74.87% 16.194 29,149 25.13% 16.194 (Right Side.) 1,800 2.000 3,600 64.446 116,003 3222.319% - - 0.000%
Footpath
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
consolidated & compacted layer of moist earth including
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Remaining
Below foundation, equipment's pad, plinth beam, situ,
a Cum 67.246 504,344 60.091 450,683 89.36% 7.155 53,661 10.64% 7.155 (Right Side.) 7,500 50.000 375,000 67.246 504,344 134.492% - - 0.000%
sub flooring over stone soling etc (10 Mpa 1500Psi)
Footpath

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 248.275 3,475,850 248.275 3,475,850 100.00% - - 0.00% - 14,000 375.000 5,250,000 248.275 3,475,850 66.207% 126.725 1,774,150 33.793%
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 65.261 1,109,437 65.261 1,109,437 100.00% - 0.00% 17,000 43.750 743,750 65.261 1,109,437 149.168% - - 0.000%
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 80.294 1,445,292 80.294 1,445,292 100.00% - - 0.00% - 18,000 6.250 112,500 80.294 1,445,292 1284.704% - - 0.000%
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% - 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000%

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC
welded jointing, all works to be carried out the satisfaction of Rm - - - - 1,200 - - - - 0.00%
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,260.755 220,632 1,260.755 220,632 100.00% - 0.00% 175 662.500 115,938 1,260.755 220,632 190.303% - - 0.000%
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% - 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

14,548,919 14,466,109 82,810 12,875,213 14,548,919 113.00% 1,849,634 14.37%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 2.138 38,475 2.138 38,475 100.00% - 0.00% 18,000 10.250 184,500 2.138 38,475 20.854% 8.113 146,025 79.146%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.650 45,053 100.00% - 0.00% 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000%

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 34.826 609,446 34.826 609,446 100.00% - 0.00% 17,500 5.000 87,500 34.826 609,446 696.510% - - 0.000%

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000%

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 46.048 1,680,735 46.048 1,680,735 100.00% - 0.00% 36,500 53.125 1,939,063 46.048 1,680,735 86.678% 7.077 258,327 13.322%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% - 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)
 a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 235,813.638 56,595,273 150,920.73 36,220,975 64.00% 84,892.91 20,374,298 36.00% 84,892.91 240 245,000.000 58,800,000 235,813.638 56,595,273 96.250% 9,186.362 2,204,727 3.750%

For Steel Staircase with canopy of steel structure for

b kgs 28,070.252 7,017,563 - - 0.00% 28,070.25 7,017,563 100.00% 28,070.25 250 46,500.000 11,625,000 28,070.252 7,017,563 60.366% 18,429.748 4,607,437 39.634%
Escalator

MS CHEQUERED PLATE - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570

a For Pedestrian Bridge kgs 23,361.000 5,606,640 14,951.04 3,588,250 64.00% 8,409.96 2,018,390 36.00% 8,409.96 240 30,750.000 7,380,000 23,361.000 5,606,640 75.971% 7,389.000 1,773,360 24.029%

For Steel Staircase with canopy of steel structure for

c kgs 4,216.000 1,117,240 - - 0.00% 4,216.00 1,117,240 100.00% 4,216.00 265 9,750.000 2,583,750 4,216.000 1,117,240 43.241% 5,534.000 1,466,510 56.759%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 2,482.460 533,729 - - 0.00% 2,482.46 533,729 100.00% 2,482.46 215 3,500.000 752,500 2,482.460 533,729 70.927% 1,017.540 218,771 29.073%

For Steel Staircase with canopy of steel structure for

c kgs 814.795 175,181 - - 0.00% 814.80 175,181 100.00% 814.80 215 1,425.000 306,375 814.795 175,181 57.179% 610.205 131,194 42.821%
Escalator

Total Pedestrian Bridge Work 73,712,186 42,475,784 31,236,402 85,686,751 73,712,186 86.03% 12,551,914 14.65%

88,261,105 56,941,894 31,319,211 98,561,964 88,261,105 89.55% 14,401,548 14.61%

 GL-06 (IPC No - 17)

Increase
Remarks
Qty Amount %

4.047 2,023 0.59%

63.896 63,896 12.39%

62.446 112,403 3122.32%

17.246 129,344 34.49%

21.511 365,687 49.17%

74.044 1,332,792 1184.70%

12.500 1,412,500 26.67%

598.255 104,695 90.30%

3,523,340 27.37%

1.650 28,053 165.02%

29.825 521,946 596.51%

0.897 27,351 17.94%

 577,350 0.67%

4,100,690 4.16%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 7A (POWER HOUSE CHOWRANGI)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 566.453 283,226 566.453 283,226 100.00% - - 0.00% - 500 681.250 340,625 566.453 283,226 83.149% 114.797 57,399 16.851%

b More than -1.5 meter depth to -3.0 meter depth Cum 568.769 568,769 568.769 568,769 100.00% - - 0.00% - 1,000 515.625 515,625 568.769 568,769 110.307% - 0.000% 53.144

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 47.285 85,114 31.092 55,965 65.75% 16.194 29,149 34.25% 16.194 (Right Side.) 1,800 2.000 3,600 47.285 85,114 2364.269% - - 0.000% 45.285
Footpath
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a
consolidated & compacted layer of moist earth including Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Remaining
Below foundation, equipment's pad, plinth beam, situ,
a Cum 90.774 680,808 83.620 627,147 92.12% 7.155 53,661 7.88% 7.155 (Right Side.) 7,500 50.000 375,000 90.774 680,808 181.549% - - 0.000% 40.774
sub flooring over stone soling etc (10 Mpa 1500Psi)
Footpath

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 417.970 5,851,580 417.970 5,851,580 100.00% - - 0.00% - 14,000 375.000 5,250,000 417.970 5,851,580 111.459% - - 0.000% 42.970
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 42.176 716,992 42.176 716,992 100.00% - 0.00% 17,000 43.750 743,750 42.176 716,992 96.402% 1.574 26,758 3.598% -
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 44.121 794,178 44.121 794,178 100.00% - - 0.00% - 18,000 6.250 112,500 44.121 794,178 705.936% - - 0.000% 37.871
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% - 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - 1,200 - - - - 0.00%
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,335.924 233,787 1,335.924 233,787 100.00% - 0.00% 175 662.500 115,938 1,335.924 233,787 201.649% - - 0.000% 673.424
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% - 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

15,969,645 15,886,835 82,810 12,875,213 15,969,645 124.03% 159,640 1.24%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 1.688 30,375 1.688 30,375 100.00% - 0.00% 18,000 10.250 184,500 1.688 30,375 16.463% 8.563 154,125 83.537%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.650 45,053 100.00% - 0.00% 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000% 1.650

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 6.306 110,346 6.306 110,346 100.00% - 0.00% 17,500 5.000 87,500 6.306 110,346 126.110% - - 0.000% 1.306

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 44.377 1,619,768 44.377 1,619,768 100.00% - 0.00% 36,500 53.125 1,939,063 44.377 1,619,768 83.534% 8.748 319,295 16.466%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% - 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 238,622.684 57,269,444 121,697.57 29,207,416 51.00% 116,925.12 28,062,028 49.00% 116,925.12 240 245,000.000 58,800,000 238,622.684 57,269,444 97.397% 6,377.316 1,530,556 2.603%

For Steel Staircase with canopy of steel structure for

b kgs 27,036.252 6,759,063 - - 0.00% 27,036.25 6,759,063 100.00% 27,036.25 250 46,500.000 11,625,000 27,036.252 6,759,063 58.142% 19,463.748 4,865,937 41.858%
Escalator

MS CHEQUERED PLATE - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570
 a For Pedestrian Bridge kgs 27,728.000 6,654,720 14,141.28 3,393,907 51.00% 13,586.72 3,260,813 49.00% 13,586.72 240 30,750.000 7,380,000 27,728.000 6,654,720 90.172% 3,022.000 725,280 9.828%

For Steel Staircase with canopy of steel structure for

c kgs 4,185.000 1,109,025 - - 0.00% 4,185.00 1,109,025 100.00% 4,185.00 265 9,750.000 2,583,750 4,185.000 1,109,025 42.923% 5,565.000 1,474,725 57.077%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 2,752.010 591,682 - - 0.00% 2,752.010 591,682 100.00% 2,752.010 215 3,500.000 752,500 2,752.010 591,682 78.629% 747.990 160,818 21.371%

For Steel Staircase with canopy of steel structure for

c kgs 787.667 169,348 - - 0.00% 787.667 169,348 100.00% 787.667 215 1,425.000 306,375 787.667 169,348 55.275% 637.333 137,027 44.725%
Escalator

Total Pedestrian Bridge Work 74,651,675 34,699,716 39,951,959 85,686,751 74,651,675 87.12% 11,113,325 12.97%

90,621,320 50,586,551 40,034,769 98,561,964 90,621,320 91.94% 11,272,965 11.44%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

- 0.00%

53,144 10.31%

81,514 2264.27%

305,808 81.55%

601,580 11.46%

- 0.00%

681,678 605.94%

1,412,500 26.67%

117,849 101.65%

3,254,072 25.27%

28,053 165.02%

22,846 26.11%

27,351 17.94%
 78,250 0.09%

3,332,322 3.38%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 8A (4200 ROAD)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 600.083 300,041 600.083 300,041 100.00% - - 0.00% - 500 681.250 340,625 600.083 300,041 88.086% 81.167 40,584 11.914% -

b More than -1.5 meter depth to -3.0 meter depth Cum 417.729 417,729 417.729 417,729 100.00% - - 0.00% - 1,000 515.625 515,625 417.729 417,729 81.014% 97.896 97,896 18.986%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 49.124 88,424 32.931 59,275 67.03% 16.194 29,149 32.97% 16.194 (Right Side.) 1,800 2.000 3,600 49.124 88,424 2456.219% - - 0.000% 47.124
Footpath
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a
consolidated & compacted layer of moist earth including Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary

Remaining
Below foundation, equipment's pad, plinth beam, situ,
a Cum 90.251 676,885 83.097 623,224 92.07% 7.155 53,661 7.93% 7.155 (Right Side.) 7,500 50.000 375,000 90.251 676,885 180.503% - - 0.000% 40.251
sub flooring over stone soling etc (10 Mpa 1500Psi)
Footpath

b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000

a Cum 414.982 5,809,748 414.982 5,809,748 100.00% - - 0.00% - 14,000 375.000 5,250,000 414.982 5,809,748 110.662% - - 0.000% 39.982
Psi)

Columns / Pedestal below plinth beam (28 Mpa 4000

b Cum 47.893 814,181 47.893 814,181 100.00% - 0.00% 17,000 43.750 743,750 47.893 814,181 109.470% - - 0.000% 4.143
Psi)

Retaining Wall / Ramp Wall/Shear / Core / lift Walls /

c Cum 45.619 821,142 45.619 821,142 100.00% - - 0.00% - 18,000 6.250 112,500 45.619 821,142 729.904% - - 0.000% 39.369
RCC Wall (28 Mpa 4000 Psi)

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

a Sub-Structure M.Ton 59.375 6,709,375 59.375 6,709,375 100.00% - - 0.00% - 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - 1,200 - - - - 0.00%
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,366.556 239,147 1,366.556 239,147 100.00% - 0.00% 175 662.500 115,938 1,366.556 239,147 206.273% - - 0.000% 704.056
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% - 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

15,922,489 15,839,679 82,810 12,875,213 15,922,489 123.67% 213,963 1.66%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 1.688 30,375 1.688 30,375 100.00% - 0.00% 18,000 10.250 184,500 1.688 30,375 16.463% 8.563 154,125 83.537%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)

c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.650 45,053 100.00% - 0.00% 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000% 1.650

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 6.306 110,346 6.306 110,346 100.00% - 0.00% 17,500 5.000 87,500 6.306 110,346 126.110% - - 0.000% 1.306

Providing, making and fixing RCC Pre-Cast members

including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 5.897 179,851 100.00% - 0.00% 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897

b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 45.440 1,658,555 45.440 1,658,555 100.00% - 0.00% 36,500 53.125 1,939,063 45.440 1,658,555 85.534% 7.685 280,508 14.466%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

a Super-Structure M.Ton 1 113,000 1.000 113,000 100.00% - - 0.00% - 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 248,452.279 59,628,547 84,473.77 20,273,706 34.00% 163,978.50 39,354,841 66.00% 163,978.50 240 245,000.000 58,800,000 248,452.279 59,628,547 101.409% - 3,452.279 - 828,547 -1.409%

For Steel Staircase with canopy of steel structure for

b kgs 27,487.252 6,871,813 - - 0.00% 27,487.25 6,871,813 100.00% 27,487.25 250 46,500.000 11,625,000 27,487.252 6,871,813 59.112% 19,012.748 4,753,187 40.888%
Escalator

MS CHEQUERED PLATE - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570
 a For Pedestrian Bridge kgs 26,238.000 6,297,120 8,920.92 2,141,021 34.00% 17,317.08 4,156,099 66.00% 17,317.08 240 30,750.000 7,380,000 26,238.000 6,297,120 85.327% 4,512.000 1,082,880 14.673%

For Steel Staircase with canopy of steel structure for

c kgs 4,306.000 1,141,090 - - 0.00% 4,306.00 1,141,090 100.00% 4,306.00 265 9,750.000 2,583,750 4,306.000 1,141,090 44.164% 5,444.000 1,442,660 55.836%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 3,126.540 672,206 - - 0.00% 3,126.540 672,206 100.00% 3,126.540 215 3,500.000 752,500 3,126.540 672,206 89.330% 373.460 80,294 10.670%

For Steel Staircase with canopy of steel structure for

c kgs 818.650 176,010 - - 0.00% 818.650 176,010 100.00% 818.650 215 1,425.000 306,375 818.650 176,010 57.449% 606.350 130,365 42.551%
Escalator

Total Pedestrian Bridge Work 76,923,965 24,551,906 52,372,059 85,686,751 76,923,965 89.77% 8,841,035 10.32%

92,846,454 40,391,586 52,454,869 98,561,964 92,846,454 94.20% 9,054,998 9.19%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

- 0.00%

84,824 2356.22%

301,885 80.50%

559,748 10.66%

70,431 9.47%

708,642 629.90%

1,412,500 26.67%

123,210 106.27%

3,261,240 25.33%

28,053 165.02%

22,846 26.11%

27,351 17.94%
 78,250 0.09%

3,339,490 3.39%
 BALANCE QUANTITY DETAILS
GREEN LINE BRTS - GL-06
STATION # 9A (UP MORE)
CIVIL WORK a) Structre Work (Pedestrian Bridge) Date: 04-08-2020
Revised
Actual Executed Remaining Contract
Actual Total Saving Increase
Item
Item Description Unit Remarks Rate
No Previous Current
Qty Amount % Qty Amount % week Qty Amount % week Qty Qty Amount Qty Amount % Qty Amount % Qty

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the

required level for any type of foundations, trenches,
tanks and where required etc. for all kind of soil & rock
1
(hard, soft, silty, clayey slit, sandy, gravel etc.
including site clearing & grubbing, dressing, leveling,
compacting & back filling the excavated earth

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 635.994 317,997 595.494 297,747 93.63% 40.500 20,250 6.37% 40.500 Remaining 500 681.250 340,625 635.994 317,997 93.357% 45.256 22,628 6.643%
Station 9-A
Footing CF-5
b More than -1.5 meter depth to -3.0 meter depth Cum 290.144 290,144 273.944 273,944 94.42% 16.200 16,200 5.58% 16.200 Right Side 1,000 515.625 515,625 290.144 290,144 56.270% 225.481 225,481 43.730%

EARTH FILL / ENGINEERED FILL - - -

Providing, spreading and compacting earth / engineered filling

earth under floor / foundation and where required etc. material Remaining
2 borrow from approved outside sources including breaking
clods, leveling, dressing, watering and consolidating by Cum 42.786 77,015 26.593 47,867 62.15% 16.194 29,149 37.85% 16.194 (Right Side.) 1,800 2.000 3,600 42.786 77,015 2139.319% - - 0.000% 40.786
Footpath
ramming in layers not exceeding 150mm or (6 inches) in depth
to full compaction to obtain 95% modified AASHTO density

STONE SOLING - - -

Providing and laying stone soling from approved quarry

3 including hand packing & filling voids with stone metals over a
consolidated & compacted layer of moist earth including Cum - - - - 2,000 2.000 4,000 - 0.000% 2.000 4,000 100.000%
ramming & compacting with power roller etc

CONCRETE WORKS (SUB STRUCTURE) - - -

Providing and laying plain cement concrete using OPC

Type-I or C3 A ≤ 8% or OPC Type-II cement, 25mm (1
4 inch) and down gauge crushed stone and screened - - -
sand, of approved quarry. Concrete having 28 days
preliminary
Remaining
(Right Side.)
Below foundation, equipment's pad, plinth beam, situ,
a Cum 54.249 406,870 44.395 332,959 81.83% 9.855 73,911 18.17% 9.855 Footpath & 7,500 50.000 375,000 54.249 406,870 108.499% - - 0.000% 4.249
sub flooring over stone soling etc (10 Mpa 1500Psi)
Footing CF-5
Right Side
b For Cast in situ or where required (15 Mpa 2200Psi) Cum - - - - 8,500 3.000 25,500 - 0.000% 3.000 25,500 100.000%

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
to supplier instruction) where required using OPC Type-
5 - - -
I or C3 A ≤ 8% or OPC Type-II cement & approved
quarry of crushed stone 25 mm (1 inch) and down
gauge with approved quarry of sand having 28 days
preliminary

Foundations (for any type & shape) (28 Mpa 4000 Footing CF-5
a Cum 457.356 6,402,984 444.878 6,228,292 97.27% 12.478 174,692 2.73% 12.478 14,000 375.000 5,250,000 457.356 6,402,984 121.962% - - 0.000% 82.356
Psi) Right Side

Columns / Pedestal below plinth beam (28 Mpa 4000 Columns CF-5
b Cum 37.376 635,392 35.862 609,654 95.95% 1.514 25,738 4.05% 1.514 17,000 43.750 743,750 37.376 635,392 85.431% 6.374 108,358 14.569% -
Psi) Right Side

Retaining Wall / Ramp Wall/Shear / Core / lift Walls / Wall CF-5 Right
c Cum 43.180 777,240 39.416 709,488 91.28% 3.764 67,752 8.72% 3.764 18,000 6.250 112,500 43.180 777,240 690.880% - - 0.000% 36.930
RCC Wall (28 Mpa 4000 Psi) Side

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
etc., straight or curved deformed steel bar
reinforcement having minimum yield strength 414 Mpa
6 - - -
(60 ksi or 60,000 Psi), including cost of G.I binding wire
18 SWG, chairs, wastages, precast c.c. spacers and
welding where required to be followed ASTM A615
standard

Footing CF-5
a Sub-Structure M.Ton 59.375 6,709,375 56.375 6,370,375 94.95% 3.000 339,000 5.05% 3.000 113,000 46.875 5,296,875 59.375 6,709,375 126.667% - - 0.000% 12.500
Right Side

WATER STOPPER BAR - - -

Providing and fixing PVC ribbed water stops 12 inches wide x

7 1/2 inches thick centrally bubble type including cutting, PVC Rm - - - - 1,200 - - - - 0.00%
welded jointing, all works to be carried out the satisfaction of
the Engineer at any height in any floor etc

BITUMEN COATING - - -

Providing and applying industrial bitumen paint (Coverage 7 Kg Footing CF-5

8 / 10 Sqm) mixed with water component 2 coats on all RCC / Sqm 1,332.833 233,246 1,282.833 224,496 96.25% 50.000 8,750 3.75% 50.000 175 662.500 115,938 1,332.833 233,246 201.182% - - 0.000% 670.333
Right Side
CC structural member surfaces up to plinth etc

TERMITE PROOFING - - -

Providing and applying termite control treatment of sub grade

soil, excavated surfaces and fill material with HEPTACHLOR
9 emulsifiable to 0.5% with clean water or AGENDA 25 EC Sqm 8.163 816 8.163 816 100.00% - 0.00% 100 18.000 1,800 8.163 816 45.350% 9.837 984 54.650%
containing FIPRONIL or BIFLEX with Bifenthrin or DURSBIN
or TENEKIL PLUS or MIRAGE ALI AKBER ENTERPRISES

SOLID BLOCK MASONRY IN SUB-STRUCTURE - - -

10 Providing and laying solid block masonry in foundation and M3 5.000 45,000 5.000 45,000 100.00% - - 0.00% - 9,000 10.000 90,000 5.000 45,000 50.000% 5.000 45,000 50.000%
where required (800 Psi minimum)

15,896,079 15,140,638 755,442 12,875,213 15,896,079 123.46% 431,951 3.35%

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with

Betocrete G-2000 or approved equivalent (Super
plasticizer concrete admixture / retarder mix according
11 to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm
(1 inch) and down gauge with approved quarry of
sand having 28 days preliminary

a Columns (28 Mpa 4000 Psi) Cum 1.688 30,375 1.688 30,375 100.00% - 0.00% 18,000 10.250 184,500 1.688 30,375 16.463% 8.563 154,125 83.537%

R.C.C Shear / Core / Lift / Parapet / Picked up / RCC

b Cum - - - 18,500 53.125 982,813 - 0.000% 53.125 982,813 100.000%
Wall (28 Mpa 4000 Psi)
Remaining
c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 2.650 45,053 2.265 38,508 85.47% 0.385 6,545 14.53% 0.385 (Right Side.) 17,000 1.000 17,000 2.650 45,053 265.017% - - 0.000% 1.650
Lobby
Remaining
d Slab i/c Projections (21 Mpa 3000 Psi) Cum 6.306 110,346 5.397 94,439 85.58% 0.909 15,907 14.42% 0.909 (Right Side.) 17,500 5.000 87,500 6.306 110,346 126.110% - - 0.000% 1.306
Lobby
Providing, making and fixing RCC Pre-Cast members
including reinforcement bars, having preliminary
cylindrical crushing strength as specified below (with
12 - - -
water-tight Fair faced form work), fixing mortar 1:4,
fixed on specified location, maintaining proper line &
level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 5.897 179,851 3.931 119,900 66.67% 1.966 59,951 33.33% 1.966 Remaining 30,500 5.000 152,500 5.897 179,851 117.935% - - 0.000% 0.897
Station 9-A Right
b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 44.767 1,633,993 28.731 1,048,684 64.18% 16.036 585,309 35.82% 16.036 Side Lift 36,500 53.125 1,939,063 44.767 1,633,993 84.267% 8.358 305,069 15.733%

STEEL REINFORCEMENT BARS - - -

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position
13 etc., straight or curved deformed steel bar - - -
reinforcement having minimum yield strength 414 Mpa
(60 ksi or 60,000 Psi)

Remaining
a Super-Structure M.Ton 1 113,000 0.750 84,750 75.00% 0.25 28,250 25.00% 0.25 (Right Side.) 113,000 7.750 875,750 1 113,000 12.903% 6.750 762,750 87.097%
Lobby

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet) - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position Steel Structure works
having minimum yield strength of 36 ksi, all structural
steel members consisting of (H, I or W sections, angles,
14 - - -
tubes, beams, channels, base plate, MS sheets,
stiffener plate, MS pipe, MS post, MS bar, anchors
bolts, rawal bolts, J bolts, nuts, washer) or where
required with (epoxy painted as per specification)

a For Pedestrian Bridge (Defication : 1,960,000 kg) kgs 234,952.140 56,388,514 211,456.93 50,749,662 90.00% 23,495.21 5,638,851 10.00% 23,495.21 240 245,000.000 58,800,000 234,952.140 56,388,514 95.899% 10,047.860 2,411,486 4.101%

For Steel Staircase with canopy of steel structure for

b kgs 25,837.252 6,459,313 - - 0.00% 25,837.25 6,459,313 100.00% 25,837.25 250 46,500.000 11,625,000 25,837.252 6,459,313 55.564% 20,662.748 5,165,687 44.436%
Escalator

MS CHEQUERED PLATE - - -
 Providing, cutting, fabricating, erecting, placing and
installing, fixing in position M.S Chequered Plate from
approved manufacture having minimum yield strength
15 - - -
of 36 ksi, or where required and confirming to ASTM
A36, ASTM A325 or equivalent, ASTM A307, ASTM
A563, ASTM A570

a For Pedestrian Bridge kgs 28,558.00 6,853,920 25,702.20 6,168,528 90.00% 2,855.80 685,392 10.00% 2,855.80 240 30,750.000 7,380,000 28,558.00 6,853,920 92.872% 2,192.000 526,080 7.128%

For Steel Staircase with canopy of steel structure for

c kgs 4,511.00 1,195,415 - - 0.00% 4,511.00 1,195,415 100.00% 4,511.00 265 9,750.000 2,583,750 4,511.00 1,195,415 46.267% 5,239.000 1,388,335 53.733%
Escalator

G.I CORRUGATED SHEET - - -

Providing, cutting, fabricating, erecting, placing and

installing, fixing in position G.I Corrugated Sheet
(Prepainted) having minimum yield strength of 36 ksi,
16 - - -
or where required and confirming to ASTM A36, ASTM
A325 or equivalent, ASTM A307, ASTM A563, ASTM
A570

a For Pedestrian Bridge kgs 3,099.730 666,442 - - 0.00% 3,099.730 666,442 100.00% 3,099.730 215 3,500.000 752,500 3,099.730 666,442 88.564% 400.270 86,058 11.436%

For Steel Staircase with canopy of steel structure for

c kgs 840.10 180,621 - - 0.00% 840.10 180,621 100.00% 840.10 215 1,425.000 306,375 840.10 180,621 58.954% 584.901 125,754 41.046%
Escalator

Total Pedestrian Bridge Work 73,856,843 58,334,846 15,521,997 85,686,751 73,856,843 86.19% 11,908,157 13.90%

89,752,923 73,475,484 16,277,439 98,561,964 89,752,923 91.06% 12,340,108 12.52%

 GL-06 (IPC No - 17)

Increase
Remarks
Amount %

- 0.00%

73,415 2039.32%

31,870 8.50%

1,152,984 21.96%

- 0.00%

664,740 590.88%

1,412,500 26.67%

117,308 101.18%

3,452,818 26.82%

28,053 165.02%

22,846 26.11%

27,351 17.94%
 78,250 0.09%

3,531,068 3.58%
 5,471.523 5,431.023
3,474.018 3,457.818
- -
400.000 319.031
- -
- -
- -
- -
600.000 561.526
- -
- -
2,739.391 2,726.913
392.151 390.637
436.103 432.339
- -
- -
475.000 472.000
- -
- -
- -
10,233.882 10,183.882
- -
65.304 65.304
- -
40.000 40.000
- -
- -
- -
- -
15.525 15.525
- -
21.283 20.513
101.433 99.615
- -
47.174 45.208
359.874 343.838
- -
- -
8.000 7.500
- -
- -
1,893,698.262 1,399,770.222
217,228.016 83,320.741
 - -
- -
214,534.000 159,801.550
33,875.000 12,628.950
- -
- -
23,437.460 10,561.483
6,455.376 1,703.435
-
-
-
-
-
-
-
-
-
 395.143 416.666
770.523 119.541
- -
- 384.000
- -
16.000 -
- -
- -
- 200.000
24.000 -
- -
505.422 244.813
15.164 57.315
- 386.103
- -
- -
- 100.000
- -
- -
- -
- ###
- -
78.696 -
- -
40.000 -
- -
- -
- -
- -
66.475 -
425.000 -
- 13.283
1.600 63.033
- -
- 7.174
65.126 -
- -
- -
54.000 -
- -
- -
66,301.738 -
154,771.984 -
 - -
- -
31,466.000 -
44,125.000 -
- -
- -
4,562.540 -
4,944.624 -
 Page 59 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the required level

for any type of foundations, trenches, tanks and where required etc.
for all kind of soil & rock (hard, soft, silty, clayey slit, sandy, gravel
etc. including site clearing & grubbing, dressing, leveling,
1
compacting & back filling the excavated earth including breaking
clods, watering, consolidation by ramming in layers not exceeding
150mm or (6 inches) in depth to full compaction to obtain 95%
modified AASHTO density

a From NGL (±) 0.00 meter depth to -1.5 meter depth Cum 2,600 5,450

Type-A (Pedestrian 2-A)

CF-6 Left Side (S.Raod) NGL 142.453 - Exc.L 139.984 1 9.200 7.695 1.500 - - 106.191

1 2.136 1.295 1.500 - - - 4.149

F-4 Left Side (S.Raod) NGL 142.453 - Exc.L 139.984 4 3.200 3.200 1.500 - - 61.440

Escalator Pit (S.Road) NGL 142.453 - Exc.L 140.454 1 6.800 0.640 1.500 - - 6.528

1 3.600 1.590 1.500 - - 8.586

CF-4 Left Side (S.Raod) NGL 142.453 - Exc.L 139.782 2 2.265 5.550 1.500 - - 37.712

CF-7 Left Side (S.Raod) NGL 142.453 - Exc.L 139.782 1 4.397 6.345 1.500 - - 41.848

1 1.197 3.147 1.500 - - - 5.650

CF-5 Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 1 4.500 5.025 1.500 - - 33.919

F-1A Left Side (M.Raod) NGL 142.279 - Exc.L 140.897 2 1.200 1.100 1.400 - - 3.696

CF-2 Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 1 3.200 6.400 1.500 - - 30.720
 Page 60 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 0.575 5.725 1.500 - - 4.938

F-4 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 1 3.200 3.200 1.500 - - 15.360

F-4 & F-4A Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 4 3.200 3.200 1.500 - - 61.440

Escalator Pit (M.Road) NGL 142.279 - Exc.L 140.893 1 6.800 0.640 1.386 - - 6.032

1 3.600 1.590 1.386 7.933

CF-4 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 2 2.265 5.550 1.500 - - 37.712

CF-8 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 1 6.400 3.200 1.500 - - 30.720

CF-8 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 1 6.400 3.200 1.500 - - 30.720

CF-1 Median NGL 142.243 - Exc.L 140.137 1 9.175 7.020 1.500 - - 96.613

CF-3 Right Side NGL 141.972 - Exc.L 139.795 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 141.972 - Exc.L 139.795 2 2.000 2.000 1.500 - - 12.000

CF-5 Right Side NGL 141.972 - Exc.L 139.795 1 12.200 6.400 1.500 - - 117.120

Escalator Pit Right Side NGL 141.972 - Exc.L 141.047 1 6.800 2.230 0.925 - - 14.027

Type-A (Pedestrian 3-A)

CF-6 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 9.200 7.695 1.500 - - 106.191

1 2.136 1.295 1.500 - - - 4.149

F-4 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 2 3.200 3.200 1.500 - - 30.720

Escalator Pit (S.Road) NGL 140.425 - Exc.L 139.443 1 6.800 2.230 0.982 - - 14.891

1 1.800 1.600 0.982 - 2.828

CF-8 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 3.200 4.445 1.500 - - 21.336

CF-4 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 2 2.265 5.550 1.500 - - 37.712
 Page 61 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-7 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 4.397 6.345 1.500 - - 41.848

1 1.197 3.147 1.500 - - - 5.650

CF-10 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 4.900 8.300 1.500 - - 61.005

1 1.700 2.565 1.500 - - - 6.541

1 0.650 5.125 1.500 - - - 4.997

F-1A Left Side (M.Raod) NGL 140.218 - Exc.L 138.818 1 1.200 1.000 1.400 - - 1.680

F-4 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 4 3.200 3.200 1.500 - - 61.440

CF-9 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 3.200 6.350 1.500 - - 30.480

Escalator Pit (M.Road) NGL 140.218 - Exc.L 139.708 1 6.800 2.230 0.510 - - 7.734

1 1.800 1.600 0.510 - 1.469

CF-11 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 3.200 9.275 1.500 - - 44.520

CF-4 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 2.265 5.550 1.500 - - 18.856

CF-12 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 3.200 9.383 1.500 - - 45.038

1 2.700 3.345 1.500 - - 13.547

CF-13 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 6.395 6.400 1.500 - - 61.392

1 3.195 1.653 1.500 - - - 7.922

CF-1 Median NGL 140.352 - Exc.L 138.252 1 9.175 7.020 1.500 - - 96.613

CF-3 Right Side NGL 140.411 - Exc.L 138.311 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 140.411 - Exc.L 138.311 2 2.000 2.000 1.500 - - 12.000

CF-5 Right Side NGL 140.411 - Exc.L 138.311 1 12.200 6.400 1.500 - - 117.120

Escalator Pit Right Side NGL 140.411 - Exc.L 139.486 1 6.800 2.230 0.925 - - 14.027
 Page 62 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Type-A (Pedestrian 4-A)

CF-6 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 1 8.900 7.695 1.500 - - 102.728

1 2.136 1.295 1.500 - - - 4.149

F-4 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 3 3.200 3.200 1.500 - - 46.080

Escalator Pit (S.Road) NGL 141.826 - Exc.L 140.755 1 6.800 2.230 1.071 - - 16.241

CF-7 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 1 3.200 4.438 1.500 - - 21.302

CF-4 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 2 2.265 5.550 1.500 - - 37.712

CF-3A Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 1 2.745 2.000 1.500 - - 8.235

F-1A Left Side (S.Raod) NGL 141.826 - Exc.L 140.425 3 1.200 1.200 1.400 - - 6.048

PileCap Left Side (M.Raod) NGL 141.509 - Exc.L 141.605 1 71.200 8.200 0.161 - -

Less Offset 1 5.700 2.200 0.161 - -

1 5.175 2.200 0.161 - -

1 8.000 2.200 0.161 - -

1 6.500 2.200 0.161 - -

1 5.675 2.200 0.161 - -

1 6.150 2.200 0.161 - -

CF-1 Median NGL 141.717 - Exc.L 139.617 1 9.180 11.040 1.500 - - 152.021

2 2.150 1.290 1.500 - - - 8.321

2 1.270 1.290 1.500 - - - 4.915

CF-3 Right Side NGL 141.511 - Exc.L 139.411 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 141.511 - Exc.L 139.411 2 2.000 2.000 1.500 - - 12.000
 Page 63 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-2 Right Side NGL 141.511 - Exc.L 139.411 1 13.850 5.600 1.500 - - 116.340

Escalator Pit Right Side NGL 141.511 - Exc.L 140.608 1 6.800 2.230 0.903 - - 13.693

Type-A (Pedestrian 5-A)

CF-6 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 9.200 7.695 1.500 - - 106.191

1 2.136 1.295 1.500 - - - 4.149

F-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 2 3.200 3.700 1.500 - - 35.520

F-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 2 3.200 3.200 1.500 - - 30.720

1 6.800 2.230 0.725 - - 10.994

Escalator Pit (S.Road) NGL 137.819 - Exc.L 137.094
1 3.200 1.400 0.725 - 3.248

CF-7 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 3.200 4.445 1.500 - - 21.336

CF-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 2 2.265 5.550 1.500 - - 37.712

CF-3 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 2.000 4.200 1.500 - - 12.600

F-1A Left Side (S.Raod) NGL 137.819 - Exc.L 136.419 3 1.200 1.100 1.400 - - 5.544

CF-12 Left Side (M.Raod) NGL 138.584 - Exc.L 136.484 1 8.600 5.315 1.500 - - 68.564

1 4.325 2.120 1.500 - - - 13.754

F-1A Left Side (M.Raod) NGL 138.584 - Exc.L 137.184 3 1.200 1.100 1.400 - - 5.544

CF-11 Left Side (M.Raod) 1 6.600 3.200 0.300 - - 6.336 In Nala

4 3.200 3.200 1.500 - - 61.440

F-4 / F-4A Left Side (M.Raod) (5+1) NGL 138.584 - Exc.L 136.484
2 footing In
2 3.200 3.200 0.250 - - 5.120
Nala

1 6.800 2.230 0.725 - - 10.994

Escalator Pit (M.Road) NGL 138.584 - Exc.L 137.859
1 3.200 1.530 0.725 - 3.550
 Page 64 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-8 Left Side (M.Raod)) NGL 138.584 - Exc.L 136.484 1 3.200 4.770 1.500 - - 22.896

1 2.265 3.075 1.500 - - 10.447

CF-4 Left Side (M.Raod) NGL 138.584 - Exc.L 135.550
1/2 footing
1 2.265 2.475 0.300 1.682
In Nala

1 3.200 5.475 1.500 - - 26.280

CF-9 Left Side (M.Raod) NGL 138.584 - Exc.L 135.550
1/2 footing
1 3.200 3.025 0.300 2.904
In Nala

CF-10 Left Side (M.Raod) NGL 138.584 - Exc.L 136.484 4 3.200 5.400 1.500 - - 103.680

CF-1 Median NGL 138.677- Exc.L 136.577 1 9.175 11.815 1.500 - - 162.604

2 1.387 3.140 1.500 - - - 13.066

CF-3 Right Side NGL 138.207- Exc.L 136.107 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 138.207- Exc.L 136.107 2 2.000 2.000 1.500 - - 12.000

CF-2A Right Side NGL 138.207- Exc.L 136.107 1 13.350 5.700 1.500 - - 114.143

Escalator Pit Right Side NGL 138.207- Exc.L 136.763 1 6.800 2.230 1.444 - - 21.897

Type-A (Pedestrian 6-A)

CF-6 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 9.200 7.700 1.500 - - 106.260

1 2.136 1.295 1.500 - - - 4.149

F-1A Left Side (S.Raod) NGL 135.587 - Exc.L 134.187 3 1.200 1.100 1.400 - - 5.544

F-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 2 3.200 3.200 1.500 - - 30.720

Escalator Pit (S.Road) NGL 135.587- Exc.L 135.493 1 6.800 2.230 0.094 - - 1.425

1 2.470 1.595 0.094 - 0.370

CF-7 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 3.200 4.445 1.500 - - 21.336

CF-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 2.265 5.550 1.500 - - 18.856
 Page 65 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 2.265 6.050 1.500 - - 20.555

CF-9 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 4.400 6.450 1.500 - - 42.570

1 1.200 3.245 1.500 - - - 5.841

1/2 footing
CF-11 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 9.200 4.200 1.500 - - 57.960
In Nala
2 footing In
F-4 Left Side (M.Raod) NGL 136.000- Exc.L 133.900 2 3.200 3.200 1.500 - - 30.720
Nala

Escalator Pit (M.Road) NGL 136.000- Exc.L 135.917 1 6.800 2.230 0.083 - - 1.259

1 2.470 1.420 0.083 - 0.291

1/2 footing
CF-8 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 3.200 1.620 1.500 - - 7.776
In Nala
1/2 footing
CF-4 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 2.265 2.700 1.500 - - 9.173
In Nala
1/2 footing
CF-10 Left Side (S.Raod) NGL 136.000- Exc.L 132.882 1 6.400 3.200 1.500 - - 30.720
In Nala

1 3.200 0.725 1.500 - - 3.480

CF-1 Median NGL 136.173- Exc.L 133.343 1 9.175 7.020 1.500 - - 96.613

CF-2 Median NGL 136.173- Exc.L 133.343 2 6.400 3.200 1.500 - - 61.440

CF-3 Right Side NGL 135.908- Exc.L 133.708 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 135.908- Exc.L 133.708 2 2.000 2.000 1.500 - - 12.000

CF-2A Right Side NGL 135.908- Exc.L 133.708 1 13.350 5.700 1.500 - - 114.143

Escalator Pit Right Side NGL 135.908- Exc.L 135.177 1 6.800 2.230 0.731 - - 11.085

Type-A (Pedestrian 7-A)

CF-6 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 9.200 7.695 1.500 - - 106.191

1 2.135 1.295 1.500 - - - 4.147

F-1A Left Side (S.Raod) NGL 133.006 - Exc.L 131.606 3 1.200 1.100 1.400 - - 5.544
 Page 66 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 2 3.200 3.200 1.500 - - 30.720

Escalator Pit (S.Road) NGL 133.006- Exc.L 131.955 1 6.800 2.230 1.051 - - 15.937

Less CF7 1 2.520 1.495 1.051 - 3.960

Add- Wall Escalator Pit 1 2.000 2.230 0.449 - - 2.003

CF-7 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 3.200 4.450 1.500 - - 21.360

CF-4 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 2 2.265 5.550 1.500 - - 37.712

CF-3A Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 4.400 6.250 1.500 - - 41.250

1 1.200 3.045 1.500 - - - 5.481

CF-1 Median NGL 133.199- Exc.L 130.299 1 9.175 7.025 1.500 - - 96.682

CF-2 Median NGL 133.199- Exc.L 130.299 2 6.400 3.200 1.500 - - 61.440

CF-3 Right Side NGL 134.270- Exc.L 130.988 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 134.270- Exc.L 130.988 2 2.000 2.000 1.500 - - 12.000

CF-2A Right Side NGL 134.270- Exc.L 130.988 1 13.350 5.700 1.500 - - 114.143

Escalator Pit Right Side NGL 134.270- Exc.L 132.495 1 6.800 2.230 1.500 - - 22.746

Type-A (Pedestrian 8-A)

CF-6 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 9.200 7.700 1.500 - - 106.260

1 2.136 1.295 1.500 - - - 4.149

F-1A Left Side (S.Raod) NGL 132.538 - Exc.L 131.136 3 1.200 1.000 1.400 - - 5.040

F-4 Left Side (S.Raod) NGL 132.538- Exc.L 130.438 1 3.200 3.200 1.500 - - 15.360

F-4 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 3.200 3.200 1.500 - - 15.360

Escalator Pit (S.Road) NGL 132.538- Exc.L 132.113 1 6.800 2.230 0.425 - - 6.445
 Page 67 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 2.520 1.495 0.425 - 1.601

CF-7 Left Side (S.Raod) NGL 132.538- Exc.L 130.438 1 3.200 4.450 1.500 - - 21.360

CF-4 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 2 2.265 5.550 1.500 - - 37.712

CF-3A Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 4.390 6.200 1.500 - - 40.827

1 1.200 3.000 1.500 - - - 5.400

PileCap Left Side (M.Raod) NGL 133.051 Exc.L 132.911 1 47.700 10.163 0.140 - - 67.869

1 1.000 0.450 0.140 - - 0.063

1 1.700 0.450 0.140 - - 0.107

 Page 68 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 1.000 1.000 0.140 - - 0.140

Less Offset 1 6.225 2.025 0.140 - - - 1.765

1 6.678 2.025 0.140 - - - 1.893

1 7.983 2.025 0.140 - - - 2.263

1 3.200 5.383 0.140 - - - 2.412

CF-1 Median NGL 133.081- Exc.L 129.981 1 9.175 7.025 1.500 - - 96.682

CF-2 Median NGL 133.081- Exc.L 129.981 2 6.400 3.200 1.500 - - 61.440

CF-3 Right Side NGL 132.766- Exc.L 130.666 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 132.766- Exc.L 130.666 2 2.000 2.000 1.500 - - 12.000

CF-5 Right Side NGL 132.766- Exc.L 130.666 1 13.350 5.700 1.500 - - 114.143

Escalator Pit Right Side NGL 132.766- Exc.L 132.342 1 6.800 2.230 0.425 - - 6.445

Type-A (Pedestrian 9-A)

CF-6 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 9.200 7.695 1.500 - - 106.191

1 2.135 1.295 1.500 - - - 4.147

F-1A Left Side (S.Raod) NGL 130.259 - Exc.L 128.859 3 1.200 1.100 1.400 - - 5.544

F-4 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 2 3.200 3.200 1.500 - - 30.720

Escalator Pit (S.Road) NGL 130.259- Exc.L 129.834 1 6.800 2.230 0.425 - - 6.445

1 2.520 1.495 0.425 - 1.601

CF-7 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 3.200 4.450 1.500 - - 21.360

CF-4 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 2 2.265 5.550 1.500 - - 37.712

CF-3A Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 6.265 6.200 1.500 - - 58.265
 Page 69 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 1.200 3.000 1.500 - - - 5.400

PileCap Left Side (M.Raod) NGL 130.387- Exc.L 130.030 1 47.365 10.615 0.357 - - 179.492

1 1.400 0.725 0.357 - - 0.362

Less Offset

Nala 1 47.365 4.435 0.357 - - - 74.993

0.5 6.220 2.400 0.357 - - - 2.665

1 7.045 2.380 0.357 - - - 5.986

1 6.680 2.380 0.357 - - - 5.676

1 5.100 2.380 0.357 - - - 4.333

CF-1 Median NGL 130.791- Exc.L 127.845 1 9.175 7.020 1.500 - - 96.613

CF-2 Median NGL 130.791- Exc.L 127.845 1 5.800 4.760 1.500 - - 41.412

CF-3 Right Side NGL 130.521- Exc.L 128.421 1 2.000 3.700 1.500 - - 11.100

F-1 Right Side NGL 130.521- Exc.L 128.421 2 2.000 2.000 1.500 - - 12.000

CF-2A Right Side NGL 130.521- Exc.L 128.421 2 4.200 6.700 1.500 - - 84.420

CF-5 Right Side NGL 130.521- Exc.L 128.421 1 4.800 5.625 1.500 - - 40.500

Escalator Pit Right Side NGL 130.521- Exc.L 130.030 1 6.800 2.230 0.491 - - 7.446

Type-A (Pedestrian 2-A to 9-A)

Lift Lobby Ramp (Right Side) (2 No x 8 Station) 16 3.150 0.550 0.350 9.702 -

Total Qty. Cum 5,471.523 100.00%

Previous IPC - 14 Cum 5,179.389

This Month Cum 292.134

 Page 70 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

EXCAVATION, DEWATERING AND BACKFILLING

Excavation including dewatering from NGL up to the required level

for any type of foundations, trenches, tanks and where required etc.
for all kind of soil & rock (hard, soft, silty, clayey slit, sandy, gravel
etc. including site clearing & grubbing, dressing, leveling,
1
compacting & back filling the excavated earth including breaking
clods, watering, consolidation by ramming in layers not exceeding
150mm or (6 inches) in depth to full compaction to obtain 95%
modified AASHTO density
b More than -1.5 meter depth to -3.0 meter depth Cum 960 4,125

Type-A (Pedestrian 2-A)

CF-6 Left Side (S.Raod) NGL 142.453 - Exc.L 139.984 1 9.200 7.695 0.969 - - 68.599

1 2.136 1.295 0.969 - - - 2.680

F-4 Left Side (S.Raod) NGL 142.453 - Exc.L 139.984 4 3.200 3.200 0.969 - - 39.690

Escalator Pit (S.Road) NGL 142.453 - Exc.L 140.454 1 6.800 0.640 0.499 - - 2.172

1 3.600 1.590 0.499 - - 2.856

CF-4 Left Side (S.Raod) NGL 142.453 - Exc.L 139.782 2 2.265 5.550 1.171 - - 29.441

CF-7 Left Side (S.Raod) NGL 142.453 - Exc.L 139.782 1 4.397 6.345 1.171 - - 32.670

1 1.197 3.147 1.171 - - - 4.411

CF-5 Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 1 4.600 5.030 0.795 - - 18.395

CF-2 Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 1 3.200 6.400 0.795 - - 16.282

1 3.200 3.200 0.997 - - 10.209

F-4 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 4 3.200 3.200 0.795 - - 32.563
 Page 71 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 & F-4A Left Side (M.Raod) NGL 142.279 - Exc.L 139.984 2 2.265 5.550 0.997 - - 25.066

CF-4 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 1 6.400 3.200 0.997 - - 20.419

CF-8 Left Side (M.Raod) NGL 142.279 - Exc.L 139.782 1 9.175 7.020 0.606 - - 39.032

CF-1 Median NGL 142.243 - Exc.L 140.137 1 2.000 3.700 0.677 - - 5.010

CF-3 Right Side NGL 141.972 - Exc.L 139.795 2 2.000 2.000 0.677 - - 5.416

F-1 Right Side NGL 141.972 - Exc.L 139.795 1 12.200 6.400 0.677 - - 52.860

CF-5 Right Side NGL 141.972 - Exc.L 139.795

Type-A (Pedestrian 3-A) 1 9.200 7.695 1.300 - - 92.032

CF-6 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 2.136 1.295 1.300 - - - 3.596

2 3.200 3.200 1.300 - - 26.624

F-4 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 3.200 4.445 1.300 - - 18.491

CF-8 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 2 2.265 5.550 1.300 - - 32.684

CF-4 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 4.397 6.345 1.300 - - 36.269

CF-7 Left Side (S.Raod) NGL 140.425 - Exc.L 137.625 1 1.197 3.147 1.300 - - - 4.897

1 4.900 8.300 1.069 - - 43.476

CF-10 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 1.700 2.565 1.069 - - - 4.661

4 3.200 3.200 1.069 - - 43.786

1 3.200 6.350 1.069 - - 21.722

F-4 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 3.200 9.275 1.069 - - 31.728

CF-9 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 2.265 5.550 1.069 - - 13.438

CF-11 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 3.200 9.383 1.069 - - 32.097

CF-4 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 2.700 3.345 1.069 - - 9.655
 Page 72 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-12 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 6.395 6.400 1.069 - - 43.752

1 3.195 1.653 1.069 - - - 5.646

CF-13 Left Side (M.Raod) NGL 140.218 - Exc.L 137.649 1 9.175 7.020 0.600 - - 38.645

1 2.000 3.700 0.600 - - 4.440

CF-1 Median NGL 140.352 - Exc.L 138.252 2 2.000 2.000 0.600 - - 4.800

CF-3 Right Side NGL 140.411 - Exc.L 138.311 1 12.200 6.400 0.600 - - 46.848

F-1 Right Side NGL 140.411 - Exc.L 138.311

CF-5 Right Side NGL 140.411 - Exc.L 138.311 1 8.900 7.695 1.071 - - 73.348

Type-A (Pedestrian 4-A) 1 2.136 1.295 1.071 - - - 2.963

CF-6 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 3 3.200 3.200 1.071 - - 32.901

1 3.200 4.438 1.071 - - 15.210

F-4 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 2 2.265 5.550 1.071 - - 26.927

CF-7 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 1 2.745 2.000 1.071 - - 5.880

CF-4 Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 1 9.180 11.040 0.600 - - 60.808

CF-3A Left Side (S.Raod) NGL 141.826 - Exc.L 139.255 2 2.150 1.290 0.600 - - - 3.328

CF-1 Median NGL 141.717 - Exc.L 139.617 2 1.270 1.290 0.600 - - - 1.966

1 2.000 3.700 0.600 - - 4.440

2 2.000 2.000 0.600 - - 4.800

CF-3 Right Side NGL 141.511 - Exc.L 139.411 1 13.850 5.600 0.600 - - 46.536

F-1 Right Side NGL 141.511 - Exc.L 139.411

CF-2 Right Side NGL 141.511 - Exc.L 139.411 1 9.200 7.695 1.200 - - 84.953

Type-A (Pedestrian 5-A) 1 2.136 1.295 1.200 - - - 3.319

 Page 73 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-6 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 2 3.700 3.200 1.200 - - 28.416

2 3.200 3.200 1.200 - - 24.576

F-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 3.200 4.445 1.200 - - 17.069

F-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 2 2.265 5.550 1.200 - - 30.170

CF-7 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 2.000 4.200 1.200 - - 10.080

CF-4 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 8.600 5.315 0.600 - - 27.425

CF-3 Left Side (S.Raod) NGL 137.819 - Exc.L 135.119 1 4.325 2.120 0.600 - - - 5.501

2 footing In
CF-12 Left Side (M.Raod) NGL 138.584 - Exc.L 136.484 4 3.200 3.200 0.600 - - 24.576
Nala

1 3.200 4.770 0.600 - - 9.158

1/2 footing
F-4 / F-4A Left Side (M.Raod) (5+1) NGL 138.584 - Exc.L 136.484 1 2.265 3.075 1.534 - - 10.684
In Nala
1/2 footing
CF-8 Left Side (M.Raod)) NGL 138.584 - Exc.L 136.484 1 3.200 5.475 1.534 - - 26.876
In Nala

CF-4 Left Side (M.Raod) NGL 138.584 - Exc.L 135.550 4 3.200 5.400 0.600 - - 41.472

CF-9 Left Side (M.Raod) NGL 138.584 - Exc.L 135.550 1 9.175 11.815 0.600 - - 65.042

CF-10 Left Side (M.Raod) NGL 138.584 - Exc.L 136.484 2 1.387 3.140 0.600 - - - 5.226

CF-1 Median NGL 138.677- Exc.L 136.577 1 2.000 3.700 0.600 - - 4.440

2 2.000 2.000 0.600 - - 4.800

CF-3 Right Side NGL 138.207- Exc.L 136.107 1 13.350 5.700 0.600 - - 45.657

F-1 Right Side NGL 138.207- Exc.L 136.107

CF-2A Right Side NGL 138.207- Exc.L 136.107 1 9.200 7.700 1.598 - - 113.202

Type-A (Pedestrian 6-A) 1 2.136 1.295 1.598 - - - 4.420

CF-6 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 2 3.200 3.200 1.598 - - 32.727

1 3.200 4.445 1.598 - - 22.730

 Page 74 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 2.265 5.550 1.598 - - 20.088

CF-7 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 2.265 6.050 1.598 - - 21.898

CF-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 4.400 6.450 1.598 - - 45.351

CF-4 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 1.200 3.245 1.598 - - - 6.223

1/2 footing
CF-9 Left Side (S.Raod) NGL 135.587- Exc.L 132.489 1 9.200 4.200 1.618 - - 62.520
In Nala
2 footing In
2 3.200 3.200 0.600 - - 12.288
Nala
1/2 footing
CF-11 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 3.200 1.620 1.618 - - 8.388
In Nala
1/2 footing
F-4 Left Side (M.Raod) NGL 136.000- Exc.L 133.900 1 2.265 2.700 1.618 - - 9.895
In Nala
1/2 footing
CF-8 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 6.400 3.200 1.618 - - 33.137
In Nala

CF-4 Left Side (M.Raod) NGL 136.000- Exc.L 132.882 1 3.200 0.725 1.618 - - 3.754

CF-10 Left Side (S.Raod) NGL 136.000- Exc.L 132.882 1 9.175 7.020 1.330 - - 85.663

2 6.400 3.200 1.330 - - 54.477

CF-1 Median NGL 136.173- Exc.L 133.343 1 2.000 3.700 0.700 - - 5.180

CF-2 Median NGL 136.173- Exc.L 133.343 2 2.000 2.000 0.700 - - 5.600

CF-3 Right Side NGL 135.908- Exc.L 133.708 1 13.350 5.700 0.700 - - 53.266

F-1 Right Side NGL 135.908- Exc.L 133.708

CF-2A Right Side NGL 135.908- Exc.L 133.708 1 9.200 7.695 1.626 - - 115.111

Type-A (Pedestrian 7-A) 1 2.135 1.295 1.626 - - - 4.496

CF-6 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 2.000 2.230 1.626 - - 7.252

2 3.200 3.200 1.626 - - 33.300

Add- Wall Escalator Pit NGL 133.006- Exc.L 129.880 1 3.200 4.450 1.626 - - 23.154

F-4 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 2 2.265 5.550 1.626 - - 40.880
 Page 75 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-7 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 4.400 6.250 1.626 - - 44.715

CF-4 Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 1.200 3.045 1.626 - - - 5.941

CF-3A Left Side (S.Raod) NGL 133.006- Exc.L 129.880 1 9.175 7.025 1.400 - - 90.236

2 6.400 3.200 1.400 - - 57.344

CF-1 Median NGL 133.199- Exc.L 130.299 1 2.000 3.700 1.782 - - 13.187

CF-2 Median NGL 133.199- Exc.L 130.299 2 2.000 2.000 1.782 - - 14.256

CF-3 Right Side NGL 134.270- Exc.L 130.988 1 13.350 5.700 1.782 - - 135.601

F-1 Right Side NGL 134.270- Exc.L 130.988 1 6.800 2.230 0.275 - - 4.170

CF-2A Right Side NGL 134.270- Exc.L 130.988

Escalator Pit Right Side NGL 134.270- Exc.L 132.495 1 9.200 7.700 1.413 - - 100.097

Type-A (Pedestrian 8-A) 1 2.136 1.295 1.413 - - - 3.909

CF-6 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 3.200 3.200 0.600 - - 6.144

1 3.200 3.200 1.413 - - 14.469

F-4 Left Side (S.Raod) NGL 132.538- Exc.L 130.438 1 3.200 4.450 0.600 - - 8.544

F-4 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 2 2.265 5.550 1.413 - - 35.525

CF-7 Left Side (S.Raod) NGL 132.538- Exc.L 130.438 1 4.390 6.200 1.413 - - 38.459

CF-4 Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 1.200 3.000 1.413 - - - 5.087

CF-3A Left Side (S.Raod) NGL 132.538- Exc.L 129.625 1 9.175 7.020 1.600 - - 103.054

2 6.400 3.200 1.600 - - 65.536

CF-1 Median NGL 133.081- Exc.L 129.981 1 2.000 3.700 0.600 - - 4.440

CF-2 Median NGL 133.081- Exc.L 129.981 2 2.000 2.000 0.600 - - 4.800

CF-3 Right Side NGL 132.766- Exc.L 130.666 1 13.350 5.700 0.600 - - 45.657
 Page 76 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-1 Right Side NGL 132.766- Exc.L 130.666

CF-5 Right Side NGL 132.766- Exc.L 130.666 1 9.200 7.700 0.825 - - 58.443

Type-A (Pedestrian 9-A) 1 2.336 1.500 0.825 - - - 2.891

CF-6 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 2 3.200 3.200 0.825 - - 16.896

1 3.500 3.850 0.825 - - 11.117

F-4 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 2.265 5.550 0.825 - - 10.371

CF-7 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 2.265 5.670 0.825 - - 10.595

CF-4 Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 6.265 6.200 0.825 - - 32.045

CF-3A Left Side (S.Raod) NGL 130.259- Exc.L 128.159 1 1.200 3.000 0.825 - - - 2.970

1 9.175 7.025 1.425 - - 91.847

CF-1 Median NGL 130.791- Exc.L 127.845 1 4.800 3.700 1.425 - - 25.308

CF-2 Median NGL 130.791- Exc.L 127.845 1 4.800 5.600 1.425 - - 38.304

CF-3 Right Side NGL 130.521- Exc.L 128.421 1 2.000 3.700 1.650 - - 12.210

F-1 Right Side NGL 130.521- Exc.L 128.421 2 2.000 2.000 1.650 - - 13.200

CF-2A Right Side NGL 130.521- Exc.L 128.421 2 4.200 6.700 1.650 - - 92.862

CF-5 Right Side NGL 130.521- Exc.L 128.421 1 4.800 5.625 1.650 - - 44.550

Total Qty. Cum 3,637.123 100.00%

Previous IPC - 14 Cum 3,455.267

This Month Cum 181.856

 Page 77 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUB STRUCTURE)

Providing and laying plain cement concrete using OPC Type-I or C3 A

≤ 8% or OPC Type-II cement, 25mm (1 inch) and down gauge
5
crushed stone and screened sand, of approved quarry. Concrete
having 28 days preliminary
Below foundation, equipment's pad, plinth beam, situ, sub flooring
a Cum 200 400
over stone soling etc (10 Mpa 1500Psi)

Type-A (Pedestrian 2-A)

CF-6 Left Side (S.Raod) 1 9.200 7.695 0.100 - - 7.079

1 2.136 1.295 0.100 - - - 0.277

F-4 Left Side (S.Raod) 4 3.200 3.200 0.100 - - 4.096

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-7 Left Side (S.Raod) 1 4.397 6.345 0.100 - - 2.790

1 1.197 3.147 0.100 - - - 0.377

CF-5 Left Side (M.Raod) 1 4.500 5.025 0.100 - - 2.261

F-1A Left Side (M.Raod) 2 1.200 1.200 0.100 - - 0.288

CF-2 Left Side (M.Raod) 1 3.200 6.400 0.100 - - 2.048

1 0.575 5.725 0.100 0.329

F-4 Left Side (M.Raod) 5 3.200 3.200 0.100 - - 5.120

Escalator Pit (M.Road) 1 6.800 2.230 0.100 - - 1.516

 Page 78 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-4 Left Side (M.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-8 Left Side (M.Raod) 1 6.400 3.200 0.100 - - 2.048

CF-1 Median 1 9.175 7.020 0.100 - - 6.441

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-5 Right Side 1 12.200 6.400 0.100 - - 7.808

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 3-A)

CF-6 Left Side (S.Raod) 1 9.200 7.695 0.100 - - 7.079

1 2.136 1.295 0.100 - - - 0.277

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-8 Left Side (S.Raod) 1 3.200 4.445 0.100 - - 1.422

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-7 Left Side (S.Raod) 1 4.397 6.345 0.100 - - 2.790

1 1.197 3.147 0.100 - - - 0.377

CF-10 Left Side (M.Raod) 1 4.900 8.305 0.100 - - 4.069

1 1.700 2.563 0.100 - - - 0.436

1 0.650 5.125 0.100 - - 0.333

F-1A Left Side (M.Raod) 1 1.200 1.200 0.100 - - 0.144

F-4 Left Side (M.Raod) 4 3.200 3.200 0.100 - - 4.096

 Page 79 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-9 Left Side (M.Raod) 1 3.200 6.350 0.100 - - 2.032

Escalator Pit (M.Road) 1 6.800 2.230 0.100 - - 1.516

CF-11 Left Side (M.Raod) 1 3.200 9.375 0.100 - - 3.000

CF-4 Left Side (M.Raod) 1 2.265 5.550 0.100 - - 1.257

CF-12 Left Side (M.Raod) 1 3.200 9.383 0.100 - - 3.003

1 2.700 3.345 0.100 - - - 0.903

CF-13 Left Side (M.Raod) 1 6.395 6.400 0.100 - - 4.093

1 3.195 1.653 0.100 - - - 0.528

CF-1 Median 1 9.175 7.020 0.100 - - 6.441

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-5 Right Side 1 12.200 6.400 0.100 - - 7.808

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 4-A)

CF-6 Left Side (S.Raod) 1 8.900 7.695 0.100 - - 6.849

1 2.136 1.295 0.100 - - - 0.277

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 3 3.200 3.200 0.100 - - 3.072

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-7 Left Side (S.Raod) 1 3.200 4.438 0.100 - - 1.420

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

 Page 80 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-3A Left Side (S.Raod) 1 2.745 2.000 0.100 - - 0.549

PileCap Left Side (M.Raod) 1 71.195 8.200 0.100 - - 58.380

Less Offset 1 5.300 2.000 0.100 - - - 1.060

1 4.785 2.000 0.100 - - - 0.957

1 7.590 2.000 0.100 - - - 1.518

1 6.100 2.000 0.100 - - - 1.220

1 5.285 2.000 0.100 - - - 1.057

1 5.745 2.000 0.100 - - - 1.149

Pile 54 0.250 0.786 0.100 - - - 1.060

CF-1 Median 1 9.180 11.040 0.100 - - 10.135

2 2.150 1.290 0.100 - - - 0.555

2 1.270 1.290 0.100 - - - 0.328

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-2 Right Side 1 13.850 5.600 0.100 - - 7.756

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 5-A)

CF-6 Left Side (S.Raod) 1 9.200 7.695 0.100 - - 7.079

1 2.136 1.295 0.100 - - - 0.277

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 2 3.200 3.700 0.100 - - 2.368

 Page 81 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-7 Left Side (S.Raod) 1 3.200 4.445 0.100 - - 1.422

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-3 Left Side (S.Raod) 1 2.000 4.200 0.100 - - 0.840

CF-12 Left Side (M.Raod) 1 8.600 5.315 0.100 - - 4.571

1 4.325 2.120 0.100 - - - 0.917

F-1A Left Side (M.Raod) 1 1.200 1.200 0.100 - - 0.144

CF-11 Left Side (M.Raod) 1 6.600 3.200 0.100 - - 2.112

F-4 / F-4A Left Side (M.Raod) (5+1) 6 3.200 3.200 0.100 - - 6.144

Escalator Pit (M.Road) 1 6.800 2.230 0.100 - - 1.516

CF-8 Left Side (M.Raod) 1 3.200 4.770 0.100 - - 1.526

CF-4 Left Side (M.Raod) 1 2.265 5.550 0.100 - - 1.257

CF-9 Left Side (M.Raod) 1 3.200 8.500 0.100 - - 2.720

CF-10 Left Side (M.Raod) 4 3.200 5.400 0.100 - - 6.912

CF-1 Median 1 9.175 11.815 0.100 - - 10.840

2 1.387 3.140 0.100 - - - 0.871

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-2A Right Side 1 13.350 5.700 0.100 - - 7.610

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516 64.562

 Page 82 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Type-A (Pedestrian 6-A)

CF-6 Left Side (S.Raod) 1 9.200 7.700 0.100 - - 7.084

1 2.136 1.295 0.100 - - - 0.277

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-7 Left Side (S.Raod) 1 3.200 4.445 0.100 - - 1.422

CF-4 Left Side (S.Raod) 1 2.265 5.550 0.100 - - 1.257

CF-4 Left Side (S.Raod) 1 2.265 6.050 0.100 - - 1.370

CF-9 Left Side (S.Raod) 1 4.400 6.450 0.100 - - 2.838

1 1.200 3.245 0.100 - - - 0.389

CF-11 Left Side (M.Raod) 1 9.200 7.325 0.100 - - 6.739

F-4 Left Side (M.Raod) 4 3.200 3.200 0.100 - - 4.096

Escalator Pit (M.Road) 1 6.800 2.230 0.100 - - 1.516

CF-8 Left Side (M.Raod) 1 3.200 5.320 0.100 - - 1.702

CF-4 Left Side (M.Raod) 1 2.265 5.550 0.100 - - 1.257

CF-10 Left Side (S.Raod) 1 6.400 3.200 0.100 - - 2.048

1 3.200 3.925 0.100 - - 1.256

CF-1 Median 1 9.175 7.020 0.100 - - 6.441

CF-2 Median 2 6.400 3.200 0.100 - - 4.096

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

 Page 83 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-2A Right Side 1 13.350 5.700 0.100 - - 7.610

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 7-A)

CF-6 Left Side (S.Raod) 1 9.200 7.695 0.100 - - 7.079

1 2.135 1.295 0.100 - - - 0.276

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.300 2.230 0.100 - - 1.405

Add- Footing Escalator Pit 1 2.000 2.230 0.100 - - 0.446

CF-7 Left Side (S.Raod) 1 3.200 4.450 0.100 - - 1.424

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-3A Left Side (S.Raod) 1 4.400 6.250 0.100 - - 2.750

1 1.200 3.045 0.100 - - - 0.365

PileCap Left Side (M.Raod) 1 47.370 10.150 0.100 - - 48.081

1 1.000 0.450 0.100 - - 0.045

1 1.700 0.450 0.100 - - 0.077

1 1.000 1.000 0.100 - - 0.100

Less Offset 0.5 3.780 6.500 0.100 - - - 1.229

1 7.050 2.250 0.100 - - - 1.586

1 5.775 2.250 0.100 - - - 1.299

 Page 84 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 5.585 2.250 0.100 - - - 1.257

Pile 37 0.250 0.786 0.100 - - - 0.727

CF-1 Median 1 9.175 7.025 0.100 - - 6.445

CF-2 Median 2 6.400 3.200 0.100 - - 4.096

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-2A Right Side 1 13.350 5.700 0.100 - - 7.610

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 8-A)

CF-6 Left Side (S.Raod) 1 9.200 7.700 0.100 - - 7.084

1 2.136 1.295 0.100 - - - 0.277

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-7 Left Side (S.Raod) 1 3.200 4.450 0.100 - - 1.424

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-3A Left Side (S.Raod) 1 4.390 6.200 0.100 - - 2.722

1 1.200 3.000 0.100 - - - 0.360

PileCap Left Side (M.Raod) 1 47.700 10.163 0.100 - - 48.478

1 1.000 0.450 0.100 - - 0.045

1 1.700 0.450 0.100 - - 0.077

 Page 85 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 1.000 1.000 0.100 - - 0.100

Less Offset 1 6.225 2.025 0.100 - - - 1.261

1 6.678 2.025 0.100 - - - 1.352

1 7.983 2.025 0.100 - - - 1.617

1 3.200 5.383 0.100 - - - 1.723

Pile 36 0.250 0.786 0.100 - - - 0.707

CF-1 Median 1 9.175 7.020 0.100 - - 6.441

CF-2 Median 2 6.400 3.200 0.100 - - 4.096

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-5 Right Side 1 13.350 5.700 0.100 - - 7.610

Escalator Pit Right 1 6.800 2.230 0.100 - - 1.516

Type-A (Pedestrian 9-A)

CF-6 Left Side (S.Raod) 1 9.200 7.695 0.100 - - 7.079

1 2.136 1.295 0.100 - - - 0.277

F-1A Left Side (S.Raod) 3 1.200 1.200 0.100 - - 0.432

F-4 Left Side (S.Raod) 2 3.200 3.200 0.100 - - 2.048

Escalator Pit (S.Road) 1 6.800 2.230 0.100 - - 1.516

CF-7 Left Side (S.Raod) 1 4.450 3.200 0.100 - - 1.424

CF-4 Left Side (S.Raod) 2 2.265 5.550 0.100 - - 2.514

CF-3A Left Side (S.Raod) 1 6.065 6.000 0.100 - - 3.639

 Page 86 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 1.200 3.000 0.100 - - - 0.360

PileCap Left Side (M.Raod) 1 47.365 10.615 0.100 - - 50.278

1 1.400 0.725 0.100 - - 0.102

Less Offset

Nala 1 47.365 4.435 0.100 - - - 21.006

0.5 6.220 2.400 0.100 - - - 0.746

1 7.045 2.380 0.100 - - - 1.677

1 6.680 2.380 0.100 - - - 1.590

1 5.100 2.380 0.100 - - - 1.214

CF-1 Median 1 9.175 7.020 0.100 - - - 6.441

CF-2 Median 1 5.800 4.760 0.100 - - - 2.761

CF-3 Right Side 1 2.000 3.700 0.100 - - 0.740

F-1 Right Side 2 2.000 2.000 0.100 - - 0.800

CF-2A Right Side 2 4.200 6.700 0.100 - - 5.628

CF-5 Right Side 1 4.800 5.625 0.100 - - 2.700

Escalator Pit Right Side 1 6.800 2.230 0.100 - - 1.516

Plinth beam

Type-A (Pedestrian 2-A & 3-A)

Left Side Lobby (S.Raod) 4 1.525 0.350 0.100 - - 0.214

2 2.100 0.250 0.100 - - 0.105

2 1.950 0.350 0.100 - - 0.137

 Page 87 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Left Side Lobby (M.Raod) 4 1.525 0.350 0.100 - - 0.214

2 2.100 0.250 0.100 - - 0.105

2 1.800 0.350 0.100 - - 0.126

Left Side Toilet (M.Raod) 2 3.725 0.350 0.100 - - 0.261

2 3.875 0.250 0.100 - - 0.194

2 1.175 0.350 0.100 - - 0.082

2 1.325 0.350 0.100 - - 0.093

2 1.525 0.350 0.100 - - 0.107

Type-A (Pedestrian 4-A to 9-A)

Left Side Lobby (S.Raod) 12 1.525 0.350 0.100 - - 0.641

6 2.100 0.250 0.100 - - 0.315

6 1.950 0.350 0.100 - - 0.410

Left Side Toilet (S.Raod) 6 3.325 0.350 0.100 - - 0.698

6 3.625 0.250 0.100 - - 0.544

12 1.775 0.350 0.100 - - 0.746

6 1.700 0.350 0.100 - - 0.357

Type-A (Pedestrian 5-A to 6-A)

Left Side Lobby (M.Raod) 4 1.525 0.350 0.100 - - 0.214

2 2.100 0.250 0.100 - - 0.105

2 1.800 0.350 0.100 - - 0.126

Type-A (Pedestrian 2-A to 9-A)

 Page 88 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Right Side Lobby 8 1.800 0.350 0.100 - - 0.504

8 1.850 0.250 0.100 - - 0.370

16 1.625 0.350 0.100 - - 0.910

Under Floor

Type-A (Pedestrian 2-A to 9-A)

Station Left Side Lobby (S.Raod) 8 2.100 1.675 0.100 - - 2.814

Station Left Side Lobby (M.Raod) 8 2.100 1.675 0.100 - - 2.814

Pedestrian Right Side Lobby 8 2.100 2.325 0.100 - - 3.906

Type-A (Pedestrian 2-A & 3-A)

Left Side Toilet (M.Raod) 2 3.875 1.475 0.100 - - 1.143

Type-A (Pedestrian 4-A to 9-A)

Left Side Toilet (S.Raod) 6 3.775 1.900 0.100 - - 4.304

Total Qty. Cum 542.762 100.00%

Previous IPC - 14 Cum 519.569

This Month Cum 23.193

 Page 89 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUB STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
mix according to supplier instruction) where required using OPC
5
Type-I or C3 A ≤ 8% or OPC Type-II cement & approved quarry of
crushed stone 25 mm (1 inch) and down gauge with approved
quarry of sand having 28 days preliminary

a Foundations (for any type & shape) (28 Mpa 4000 Psi) Cum 720 3,000

Type-A (Pedestrian 2-A)

CF-6 Left Side (S.Raod) 1 9.000 7.495 0.500 - - 33.728

1 2.136 1.295 0.500 - - - 1.383

F-4 Left Side (S.Raod) 4 3.000 3.000 0.450 - - 16.200

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-7 Left Side (S.Raod) 1 4.197 6.145 0.500 - - 12.895

1 1.197 3.147 0.500 - - - 1.883

CF-5 Left Side (M.Raod) 1 4.400 4.830 0.500 - - 10.626

F-1A Left Side (M.Raod) 2 1.000 1.000 0.300 - - 0.600

CF-2 Left Side (M.Raod) 1 3.000 6.200 0.500 - - 9.300

1 0.675 5.525 0.500 - - 1.865

F-4 Left Side (M.Raod) 5 3.000 3.000 0.450 - - 20.250

 Page 90 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Escalator Pit (M.Road) 1 6.600 2.030 0.213 - - 2.854

CF-4 Left Side (M.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-8 Left Side (M.Raod) 1 6.200 3.000 0.500 - - 9.300

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-5 Right Side 1 12.000 6.200 0.500 - - 37.200

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 3-A)

CF-6 Left Side (S.Raod) 1 9.000 7.495 0.500 - - 33.728

1 2.136 1.295 0.500 - - - 1.383

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-8 Left Side (S.Raod) 1 3.000 4.245 0.500 - - 6.368

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-7 Left Side (S.Raod) 1 4.197 6.145 0.500 - - 12.895

1 1.197 3.147 0.500 - - - 1.883

CF-10 Left Side (M.Raod) 1 4.700 8.100 0.500 - - 19.035

1 1.700 2.563 0.500 - - - 2.179

1 0.650 4.925 0.500 1.601

F-1A Left Side (M.Raod) 1 1.000 1.000 0.300 - - 0.300

 Page 91 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (M.Raod) 4 3.000 3.000 0.450 - - 16.200

CF-9 Left Side (M.Raod) 1 3.000 6.150 0.500 - - 9.225

Escalator Pit (M.Road) 1 6.600 2.030 0.213 - - 2.854

CF-11 Left Side (M.Raod) 1 3.000 9.175 0.500 - - 13.763

CF-4 Left Side (M.Raod) 1 2.065 5.350 0.500 - - 5.524

CF-12 Left Side (M.Raod) 1 3.000 9.183 0.500 - - 13.775

1 2.700 3.145 0.500 - - 4.246

CF-13 Left Side (M.Raod) 1 6.195 6.200 0.500 - - 19.205

1 3.195 1.653 0.500 - - - 2.641

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-5 Right Side 1 12.000 6.200 0.500 - - 37.200

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 4-A)

CF-6 Left Side (S.Raod) 1 8.700 7.495 0.500 - - 32.603

1 2.136 1.295 0.500 - - - 1.383

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

F-4 Left Side (S.Raod) 3 3.000 3.000 0.450 - - 12.150

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-7 Left Side (S.Raod) 1 3.000 4.238 0.500 - - 6.357

 Page 92 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-3A Left Side (S.Raod) 1 2.545 1.800 0.500 - - 2.291

PileCap Left Side (M.Raod) 1 70.995 8.000 0.600 - - 340.776

Less Offset 1 5.500 2.000 0.600 - - - 6.600

1 4.985 2.000 0.600 - - - 5.982

1 7.790 2.000 0.600 - - - 9.348

1 6.300 2.000 0.600 - - - 7.560

1 5.485 2.000 0.600 - - - 6.582

1 5.945 2.000 0.600 - - - 7.134

Pile 54 0.250 0.786 0.100 - - - 1.060

CF-1 Median 1 8.980 10.840 0.500 - - 48.672

2 2.150 1.290 0.500 - - - 2.774

2 1.270 1.290 0.500 - - - 1.638

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-2 Right Side 1 13.650 5.400 0.500 - - 36.855

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 5-A)

CF-6 Left Side (S.Raod) 1 9.000 7.495 0.500 - - 33.728

1 2.136 1.295 0.500 - - - 1.383

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

 Page 93 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (S.Raod) 2 3.000 3.500 0.450 - - 9.450

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-7 Left Side (S.Raod) 1 3.000 4.245 0.500 - - 6.368

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-3 Left Side (S.Raod) 1 1.800 4.000 0.500 - - 3.600

CF-12 Left Side (M.Raod) 1 8.400 5.115 0.500 - - 21.483

1 4.325 2.120 0.500 - - - 4.585

F-1A Left Side (M.Raod) 1 1.000 1.000 0.300 - - 0.300

CF-11 Left Side (M.Raod) 1 6.400 3.000 0.500 - - 9.600

F-4 / F-4A Left Side (M.Raod) (5+1) 6 3.000 3.000 0.450 - - 24.300

Escalator Pit (M.Road) 1 6.600 2.030 0.213 - - 2.854

CF-8 Left Side (M.Raod) 1 3.000 4.570 0.500 - - 6.855

CF-4 Left Side (M.Raod) 1 2.065 5.350 0.500 - - 5.524

CF-9 Left Side (M.Raod) 1 3.000 8.300 0.500 - - 12.450

CF-10 Left Side (M.Raod) 4 3.000 5.200 0.500 - - 31.200

CF-1 Median 1 8.975 11.615 0.500 - - 52.122

2 1.387 3.140 0.500 - - - 4.355

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-2A Right Side 1 13.150 5.500 0.500 - - 36.163

 Page 94 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854 277.496

Type-A (Pedestrian 6-A)

CF-6 Left Side (S.Raod) 1 9.000 7.500 0.500 - - 33.750

1 2.136 1.295 0.500 - - - 1.383

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-7 Left Side (S.Raod) 1 3.000 4.250 0.500 - - 6.375

CF-4 Left Side (S.Raod) 1 2.065 5.350 0.500 - - 5.524

CF-4 Left Side (S.Raod) 1 2.065 5.850 0.500 - - 6.040

CF-9 Left Side (S.Raod) 1 4.200 6.250 0.500 - - 13.125

1 1.200 3.245 0.500 - - - 1.947

CF-11 Left Side (M.Raod) 1 9.000 7.125 0.500 - - 32.063

F-4 Left Side (M.Raod) 4 3.000 3.000 0.450 - - 16.200

Escalator Pit (M.Road) 1 6.600 2.030 0.213 - - 2.854

CF-8 Left Side (M.Raod) 1 3.000 5.120 0.500 - - 7.680

CF-4 Left Side (M.Raod) 1 2.065 5.350 0.500 - - 5.524

CF-10 Left Side (S.Raod) 1 6.200 3.000 0.500 - - 9.300

1 3.000 3.925 0.500 - - 5.888

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-2 Median 2 6.200 3.000 0.500 - - 18.600

 Page 95 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-2A Right Side 1 13.150 5.500 0.500 - - 36.163

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 7-A)

CF-6 Left Side (S.Raod) 1 9.000 7.495 0.500 - - 33.728

1 2.135 1.295 0.500 - - - 1.382

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

Add- Footing Escalator Pit 1 1.800 2.030 0.500 - - 1.827

CF-7 Left Side (S.Raod) 1 3.000 4.250 0.500 - - 6.375

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-3A Left Side (S.Raod) 1 4.200 6.050 0.500 - - 12.705

1 1.200 3.045 0.500 - - - 1.827

PileCap Left Side (M.Raod) 1 47.175 9.950 0.600 - - 281.635

1 0.800 0.450 0.600 - - 0.216

1 1.500 0.450 0.600 - - 0.405

1 0.800 1.000 0.600 - - 0.480

Less Offset 0.5 3.780 6.500 0.600 - - - 7.371

1 7.250 2.250 0.600 - - - 9.788

 Page 96 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 5.975 2.250 0.600 - - - 8.066

1 5.785 2.250 0.600 - - - 7.810

Pile 37 0.250 0.786 0.100 - - - 0.727

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-2 Median 2 6.200 3.000 0.500 - - 18.600

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-2A Right Side 1 13.150 5.500 0.500 - - 36.163

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 8-A)

CF-6 Left Side (S.Raod) 1 9.000 7.500 0.500 - - 33.750

1 2.136 1.295 0.500 - - - 1.383

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-7 Left Side (S.Raod) 1 3.000 4.250 0.500 - - 6.375

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

CF-3A Left Side (S.Raod) 1 4.190 6.000 0.500 - - 12.570

1 1.200 3.000 0.500 - - - 1.800

PileCap Left Side (M.Raod) 1 47.500 9.963 0.600 - - 283.946

1 0.800 0.450 0.600 - - 0.216

 Page 97 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

1 1.500 0.450 0.600 - - 0.405

1 0.800 1.000 0.600 - - 0.480

Less Offset 1 6.425 2.025 0.600 - - - 7.806

1 6.878 2.025 0.600 - - - 8.357

1 8.183 2.025 0.600 - - - 9.942

1 3.200 5.383 0.600 - - - 10.335

Pile 36 0.250 0.786 0.100 - - - 0.707

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-2 Median 2 6.200 3.000 0.500 - - 18.600

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-5 Right Side 1 13.150 5.500 0.500 - - 36.163

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

Type-A (Pedestrian 9-A)

CF-6 Left Side (S.Raod) 1 9.000 7.495 0.500 - - 33.728

1 2.136 1.295 0.500 - - - 1.383

F-1A Left Side (S.Raod) 3 1.000 1.000 0.300 - - 0.900

F-4 Left Side (S.Raod) 2 3.000 3.000 0.450 - - 8.100

Escalator Pit (S.Road) 1 6.600 2.030 0.213 - - 2.854

CF-7 Left Side (S.Raod) 1 3.000 4.250 0.500 - - 6.375

CF-4 Left Side (S.Raod) 2 2.065 5.350 0.500 - - 11.048

 Page 98 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-3A Left Side (S.Raod) 1 6.065 6.000 0.500 - - 18.195

1 1.200 3.000 0.500 - - - 1.800

PileCap Left Side (M.Raod) T.O.Pile Cap 131.040 B.O. Pile Cap 130.130 1 47.165 10.410 0.910 - - 446.799

1 1.200 0.725 0.910 - - 0.792

Less Offset

Nala 1 47.165 4.435 0.506 - - - 105.843

Escalator Pit Sunk 1 6.000 1.630 0.404 - - - 3.951

0.5 6.220 2.400 0.910 - - - 6.792

1 7.245 2.380 0.910 - - - 15.691

1 6.880 2.380 0.910 - - - 14.901

1 5.300 2.380 0.910 - - - 11.479

Pile 38 0.250 0.786 0.100 - - - 0.746

CF-1 Median 1 8.975 6.820 0.500 - - 30.605

CF-2 Median 1 5.600 4.560 0.500 - - 12.768

CF-3 Right Side 1 1.800 3.500 0.500 - - 3.150

F-1 Right Side 2 1.800 1.800 0.450 - - 2.916

CF-2A Right Side 2 4.000 6.500 0.500 - - 26.000

CF-5 Right Side 1 4.600 5.425 0.500 - - 12.478

Escalator Pit Right Side 1 6.600 2.030 0.213 - - 2.854

RCC Concret over Lift Back filling

Type-A (Pedestrian 2-A )

 Page 99 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Pedestrian Right Side Lift 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (S.Raod) 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 3-A )

Pedestrian Right Side Lift 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (S.Raod) 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 4-A )

Pedestrian Right Side Lift 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (S.Raod) 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 5-A )

Pedestrian Right Side Lift 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (S.Raod) 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 6-A )

Pedestrian Right Side Lift 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (S.Raod) 1 2.000 1.900 0.100 - - 0.380

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 7-A )

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

 Page 100 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Type-A (Pedestrian 8-A )

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Type-A (Pedestrian 9-A )

Station Left Side Lift (M.Raod) 1 2.000 1.900 0.100 - - 0.380

Total Qty. Cum 2,739.391 100.00%

Previous IPC - 14 Cum 2,644.612

This Month Cum 94.779

 Page 101 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUB STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
mix according to supplier instruction) where required using OPC Type-
5
I or C3 A ≤ 8% or OPC Type-II cement & approved quarry of
crushed stone 25 mm (1 inch) and down gauge with approved quarry
of sand having 28 days preliminary

b Columns / Pedestal below plinth beam (28 Mpa 4000 Psi) Cum 200 350

Type-A (Pedestrian 2-A)

CF-6 Left Side (S.Raod) (PDC-1) 3 0.600 0.600 2.538 - - 2.741

CF-6 Left Side (S.Raod) (C-1) 4 0.300 0.150 2.063 - - 0.371

F-4 Left Side (S.Raod) (PDC-1) 4 0.600 0.600 2.588 - - 3.727

CF-4 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.740 - - 1.973

(PDC-2) 2 0.500 0.500 2.740 - - 1.370

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.740 - - 1.973

(PDC-2A) 2 0.800 0.300 2.440 - - 1.171

CF-5 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.538 - - 1.827

CF-5 Left Side (M.Raod) (C-1) 1 0.300 0.150 2.013 - - 0.091

CF-5 Left Side (M.Raod) (C-1) 1 0.075 0.150 2.013 - - 0.023

CF-5 Left Side (M.Raod) (C-1) 1 0.225 0.025 2.013 - - 0.011

CF-5 Left Side (M.Raod) (C-1) 2 0.300 0.150 2.063 - - 0.186

 Page 102 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-2 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.538 - - 1.827

CF-2 Left Side (M.Raod) (C-1) 2 0.300 0.150 2.063 - - 0.186

CF-2 Left Side (M.Raod) (C-1) 1 0.300 0.150 2.013 - - 0.091

F-1A Left Side (M.Raod) (C-1) 2 0.300 0.150 1.300 - - 0.117

F-4 / F4A Left Side (M.Raod) (PDC-1) 5 0.600 0.600 2.588 - - 4.658

CF-4 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.740 - - 1.973

(PDC-2) 2 0.500 0.500 2.740 - - 1.370

CF-8 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.740 - - 1.973

1 0.600 0.450 2.038 - - 0.550

(PDC-2A) 2 0.800 0.300 2.440 - - 1.171

CF-1 Median (PDC-1) 8 0.600 0.600 2.230 - - 6.422

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.993 - - 0.957

F-1 Right Side (PDC-1) 2 0.500 0.500 2.343 - - 1.172

CF-5 Right Side (PDC-1) 8 0.600 0.600 2.293 - - 6.604

CF-5 Right Side (C-1) 3 0.300 0.150 1.602 - - 0.216

CF-5 Right Side (C-1) 1 0.150 0.150 1.602 - - 0.036

Type-A (Pedestrian 3-A)

CF-6 Left Side (S.Raod) (PDC-1) 3 0.600 0.600 2.878 - - 3.108

CF-6 Left Side (S.Raod) (C-1) 4 0.300 0.150 2.473 - - 0.445

F-4 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.928 - - 2.108

CF-8 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.878 - - 2.072

 Page 103 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-4 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.878 - - 2.072

(PDC-2) 2 0.500 0.500 2.878 - - 1.439

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 2.878 - - 2.072

(PDC-2A) 2 0.800 0.300 2.578 - - 1.237

CF-10 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.854 - - 2.055

CF-10 Left Side (M.Raod) (C-1) 3 0.300 0.150 2.449 - - 0.331

CF-10 Left Side (M.Raod) (C-1) 5 0.300 0.150 2.399 - - 0.540

F-1A Left Side (M.Raod) (C-1) 1 0.300 0.150 1.430 - - 0.064

F-4 Left Side (M.Raod) 4 0.600 0.600 2.904 - - 4.182

CF-9 Left Side (M.Raod) 2 0.600 0.600 2.854 - - 2.055

CF-11 Left Side (M.Raod) 1 0.600 0.600 2.854 - - 1.027

(PDC-2) 1 0.500 0.500 2.854 - - 0.714

(PDC-1) Over Beam 1 0.600 0.600 1.085 - - 0.391

(PDC-1) Underr Beam 2 0.600 0.600 0.769 - - 0.554

CF-4 Left Side (M.Raod) (PDC-2) 2 0.500 0.500 2.854 - - 1.427

CF-12 Left Side (M.Raod) (PDC-1) Over Beam 1 0.600 0.600 1.085 - - 0.391

(PDC-1) Underr Beam 2 0.600 0.600 0.769 - - 0.554

(PDC-1) 2 0.600 0.600 2.854 - - 2.055

(PDC-2A) 2 0.800 0.300 2.554 - - 1.226

CF-13 Left Side (M.Raod) (PDC-1) Over Beam 2 0.600 0.600 1.085 - - 0.781

(PDC-1) Underr Beam 4 0.600 0.600 0.769 - - 1.107

 Page 104 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

(PDC-1) 1 0.600 0.600 2.854 - - 1.027

CF-1 Median (PDC-1) 8 0.600 0.600 1.736 - - 5.000

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.629 - - 0.782

F-1 Right Side (PDC-2) 2 0.500 0.500 1.979 - - 0.990

CF-5 Right Side (PDC-1) 8 0.600 0.600 1.929 - - 5.556

CF-5 Right Side (C-1) 3 0.300 0.150 1.525 - - 0.206

CF-5 Right Side (C-1) 1 0.150 0.150 1.525 - - 0.034

Type-A (Pedestrian 4-A)

CF-6 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.116 - - 1.122

(PDC-1) Over Beam 2 0.600 0.600 1.416 - - 1.020

(PDC-1) Underr Beam 4 0.600 0.600 1.100 - - 1.584

CF-6 Left Side (S.Raod) (C-1)Over Beam 1 0.300 0.150 1.723 - - 0.078

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.423 - - 0.462

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 2.591 - - 0.350

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 1.620 - - 0.219

F-4 Left Side (S.Raod) (PDC-1) Over Beam 3 0.600 0.600 1.416 - - 1.529

(PDC-1) Underr Beam 4 0.600 0.600 1.150 - - 1.656

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 3.116 - - 2.244

CF-4 Left Side (S.Raod) (PDC-1) Over Beam 2 0.600 0.600 1.416 - - 1.020

CF-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.100 - - 0.792

(PDC-2) 2 0.500 0.500 3.116 - - 1.558

 Page 105 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-3A Left Side (S.Raod) (PDC-2A) Over Beam 2 0.800 0.300 1.116 - - 0.536

CF-3A Left Side (S.Raod) (PDC-2A) Underr Beam 2 0.800 0.300 1.100 - - 0.528

PileCap Left Side (M.Raod) (PDC-1) 21 0.600 0.600 0.666 - - 5.035

(PDC-2) 3 0.500 0.500 0.666 - - 0.500

(PDC-2A) 2 0.800 0.300 0.366 - - 0.176

CF-1 Median (PDC-1) 12 0.600 0.600 1.882 - - 8.130

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.740 - - 0.835

F-1 Right Side (PDC-2) 2 0.500 0.500 2.090 - - 1.045

CF-2 Right Side (PDC-1) 8 0.600 0.600 2.040 - - 5.875

CF-2 Right Side (C-1) 3 0.300 0.150 1.525 - - 0.206

CF-2 Right Side (C-1) 1 0.150 0.150 1.525 - - 0.034

Type-A (Pedestrian 5-A)

CF-6 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.351 - - 1.566

(PDC-1) Over Beam 2 0.600 0.600 2.551 - - 1.837

(PDC-1) Underr Beam 4 0.600 0.600 1.200 - - 1.728

CF-6 Left Side (S.Raod) (C-1)Over Beam 1 0.300 0.150 2.768 - - 0.125

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 4.568 - - 0.617

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.824 - - 0.516

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 2.724 - - 0.368

F-4 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 4.401 - - 3.169

(PDC-1) Over Beam 2 0.600 0.600 2.551 - - 1.837

 Page 106 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

(PDC-1) Underr Beam 4 0.600 0.600 1.250 - - 1.800

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 4.351 - - 3.133

CF-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.351 - - 1.566

(PDC-1) Over Beam 1 0.600 0.600 2.551 - - 0.918

(PDC-1) Underr Beam 2 0.600 0.600 1.200 0.864

CF-4 Left Side (S.Raod) (PDC-2) 2 0.500 0.500 4.351 - - 2.176

CF-3 Left Side (S.Raod) (PDC-2A) Over Beam 2 0.800 0.300 2.251 - - 1.080

CF-3 Left Side (S.Raod) (PDC-2A) Underr Beam 2 0.800 0.300 1.200 - - 0.576

CF-12 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 2.986 - - 2.150

CF-12 Left Side (M.Raod) (C-1) 3 0.300 0.150 3.232 - - 0.436

F-1A Left Side (M.Raod) (C-1) 1 0.300 0.150 2.732 - - 0.123

CF-11 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 3.920 - - 2.822

F-4 Left Side (M.Raod) 2 0.600 0.600 3.036 - - 2.186

F-4 Left Side (M.Raod) 2 0.600 0.600 3.920 - - 2.822

F-4 / F-4A Left Side (M.Raod) Over Beam 2 0.600 0.600 0.620 - - 0.446

F-4 / F-4A Left Side (M.Raod) Underr Beam 2 0.600 0.600 1.816 - - 1.308

CF-8 Left Side (M.Raod) (PDC-1) 1 0.600 0.600 2.986 - - 1.075

(PDC-2) 1 0.500 0.500 2.986 - - 0.747

CF-4 Left Side (M.Raod) (PDC-2) 2 0.500 0.500 3.920 - - 1.960

CF-9 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 3.920 - - 2.822

(PDC-2A) 2 0.800 0.300 3.620 - - 1.738

 Page 107 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-10 Left Side (M.Raod) (PDC-1) 8 0.600 0.600 2.986 - - 8.600

CF-1 Median (PDC-1) 12 0.600 0.600 2.220 - - 9.590

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.679 - - 0.806

F-1 Right Side (PDC-2) 2 0.500 0.500 2.047 - - 1.024

CF-2A Right Side (PDC-1) 8 0.600 0.600 1.997 - - 5.751

CF-2A Right Side (C-1) 3 0.300 0.150 1.525 - - 0.206

CF-2A Right Side (C-1) 1 0.150 0.150 1.525 - - 0.034

Type-A (Pedestrian 6-A)

CF-6 Left Side (S.Raod) (PDC-1) Over Beam 2 0.600 0.600 2.821 - - 2.031

CF-6 Left Side (S.Raod) (PDC-1) Underr Beam 4 0.600 0.600 1.000 - - 1.440

(PDC-1) 1 0.600 0.600 4.421 - - 1.592

CF-6 Left Side (S.Raod) (C-1)Over Beam 1 0.300 0.150 2.116 - - 0.095

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 4.016 - - 0.542

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.265 - - 0.441

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 1.767 - - 0.239

F-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.821 - - 1.016

F-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.050 - - 0.756

(PDC-1) 1 0.600 0.600 4.471 - - 1.610

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 4.421 - - 3.183

CF-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.821 - - 1.016
 Page 108 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.000 - - 0.720

(PDC-1) 1 0.600 0.600 4.421 - - 1.592

CF-4 Left Side (S.Raod) (PDC-2) 2 0.500 0.500 4.421 - - 2.211

CF-9 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.821 - - 1.016

CF-9 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.000 - - 0.720

(PDC-1) 1 0.600 0.600 4.421 - - 1.592

(PDC-2A) Over Beam 2 0.800 0.300 2.521 - - 1.210

(PDC-2A) Underr Beam 2 0.800 0.300 1.000 - - 0.480

CF-11 Left Side (M.Raod) (PDC-1) 4 0.600 0.600 4.028 - - 5.800

CF-11 Left Side (M.Raod) (C-1) 4 0.300 0.150 3.623 - - 0.652

F-4 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 4.028 - - 2.900

F-4 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 3.060 - - 2.203

CF-8 Left Side (M.Raod) (PDC-1) 2 0.600 0.600 4.028 - - 2.900

CF-4 Left Side (M.Raod) (PDC-2) 2 0.500 0.500 4.028 - - 2.014

CF-10 Left Side (S.Raod) (PDC-1) 3 0.600 0.600 4.028 - - 4.350

(PDC-2A) 2 0.800 0.300 3.728 - - 1.789

CF-1 Median (PDC-1) 8 0.600 0.600 2.500 - - 7.200

CF-2 Median (PDC-1) 4 0.600 0.600 2.500 - - 3.600

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.828 - - 0.877

F-1 Right Side (PDC-2) 2 0.500 0.500 2.178 - - 1.089

CF-2A Right Side (PDC-1) 8 0.600 0.600 2.128 - - 6.129

 Page 109 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-2A Right Side (C-1) 3 0.300 0.150 1.625 - - 0.219

CF-2A Right Side (C-1) 1 0.150 0.150 1.625 - - 0.037

Type-A (Pedestrian 7-A)

CF-6 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.952 - - 1.423

CF-6 Left Side (S.Raod) (PDC-1) Over Beam 2 0.600 0.600 2.256 - - 1.624

CF-6 Left Side (S.Raod) (PDC-1) Underr Beam 4 0.600 0.600 1.096 - - 1.578

CF-6 Left Side (S.Raod) (C-1)Over Beam 1 0.300 0.150 2.055 - - 0.092

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.751 - - 0.506

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.132 - - 0.423

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 1.606 - - 0.217

F-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.002 - - 1.441

(PDC-1) Over Beam 1 0.600 0.600 2.256 - - 0.812

(PDC-1) Underr Beam 2 0.600 0.600 1.146 - - 0.825

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 3.952 - - 2.845

CF-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 2.875 - - 1.035

CF-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.256 - - 0.812

CF-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.096 - - 0.789

(PDC-2) 2 0.500 0.500 3.952 - - 1.976

CF-3A Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.952 - - 1.423

CF-3A Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.256 - - 0.812

CF-3A Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 1.096 - - 0.789
 Page 110 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

(PDC-2A) Over Beam 2 0.800 0.300 1.956 - - 0.939

(PDC-2A) Underr Beam 2 0.800 0.300 1.096 - - 0.526

PileCap Left Side (M.Raod) (PDC-1) 14 0.600 0.600 0.747 - - 3.765

(PDC-2) 3 0.500 0.500 0.747 - - 0.560

(PDC-2A) 2 0.800 0.300 0.447 - - 0.215

CF-1 Median (PDC-1) 8 0.600 0.600 1.895 - - 5.458

CF-2 Median (PDC-1) 4 0.600 0.600 1.895 - - 2.729

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.900 - - 0.912

F-1 Right Side (PDC-2) 2 0.500 0.500 2.250 - - 1.125

CF-2A Right Side (PDC-1) 8 0.600 0.600 2.200 - - 6.336

CF-2A Right Side (C-1) 3 0.300 0.150 1.200 - - 0.162

CF-2A Right Side (C-1) 1 0.150 0.150 1.200 - - 0.027

Type-A (Pedestrian 8-A)

CF-6 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.329 - - 1.558

CF-6 Left Side (S.Raod) (PDC-1) Over Beam 2 0.600 0.600 2.829 - - 2.037

CF-6 Left Side (S.Raod) (PDC-1) Underr Beam 4 0.600 0.600 0.900 - - 1.296

CF-6 Left Side (S.Raod) (C-1)Over Beam 1 0.300 0.150 2.599 - - 0.117

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 4.099 - - 0.553

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 3.349 - - 0.452

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 2.036 - - 0.275

F-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.566 - - 1.284

 Page 111 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.829 - - 1.018

F-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 0.900 - - 0.648

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 3.516 - - 2.532

CF-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.329 - - 1.558

CF-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 2.829 - - 1.018

CF-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 0.900 0.648

CF-4 Left Side (S.Raod) (PDC-2) 2 0.500 0.500 4.329 - - 2.165

CF-3A Left Side (S.Raod) (PDC-1) 1 0.600 0.600 4.329 - - 1.558

(PDC-1) Over Beam 1 0.600 0.600 2.829 - - 1.018

(PDC-1) Underr Beam 2 0.600 0.600 0.900 - - 0.648

(PDC-2A) Over Beam 2 0.800 0.300 2.529 - - 1.214

(PDC-2A) Underr Beam 2 0.800 0.300 0.900 - - 0.432

PileCap Left Side (M.Raod) (PDC-1) 13 0.600 0.600 0.943 - - 4.413

(PDC-2) 3 0.500 0.500 0.943 - - 0.707

(PDC-2A) 2 0.800 0.300 0.643 - - 0.309

CF-1 Median (PDC-1) 8 0.600 0.600 2.898 - - 8.346

CF-2 Median (PDC-1) 4 0.600 0.600 2.898 - - 4.173

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.711 - - 0.821

F-1 Right Side (PDC-2) 2 0.500 0.500 2.061 - - 1.031

CF-2A Right Side (PDC-1) 8 0.600 0.600 2.011 - - 5.792

CF-2A Right Side (C-1) 3 0.300 0.150 1.725 - - 0.233

 Page 112 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-2A Right Side (C-1) 1 0.150 0.150 1.725 - - 0.039

Type-A (Pedestrian 9-A)

CF-6 Left Side (S.Raod) (PDC-1) 3 0.600 0.600 3.165 - - 3.418

CF-6 Left Side (S.Raod) (C-1) 4 0.300 0.150 2.886 - - 0.519

CF-6 Left Side (S.Raod) (C-1) 3 0.300 0.150 2.166 - - 0.292

F-1A Left Side (S.Raod) (C-1) 3 0.300 0.150 1.666 - - 0.225

F-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.215 - - 1.157

F-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 1.718 - - 0.618

F-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 0.897 - - 0.646

CF-7 Left Side (S.Raod) (PDC-1) 2 0.600 0.600 3.165 - - 2.279

CF-4 Left Side (S.Raod) (PDC-1) 1 0.600 0.600 3.165 - - 1.139

CF-4 Left Side (S.Raod) (PDC-1) Over Beam 1 0.600 0.600 1.718 - - 0.618

CF-4 Left Side (S.Raod) (PDC-1) Underr Beam 2 0.600 0.600 0.847 - - 0.610

CF-4 Left Side (S.Raod) (PDC-2) 2 0.500 0.500 3.165 - - 1.583

CF-3A Left Side (S.Raod) (PDC-1) 2 0.600 0.600 3.165 - - 2.279

(PDC-2A) 2 0.800 0.300 2.865 - - 1.375

PileCap Left Side (M.Raod) (PDC-1) 14 0.600 0.600 0.884 - - 4.455

(PDC-2) 3 0.500 0.500 0.884 - - 0.663

(PDC-2A) 2 0.800 0.300 0.584 - - 0.280

CF-1 Median (PDC-1) 8 0.600 0.600 2.900 - - 8.352

CF-2 Median (PDC-1) 2 0.600 0.600 0.200 - - 0.144

 Page 113 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF-3 Right Side (PDC-2A) 2 0.800 0.300 1.803 - - 0.865

F-1 Right Side (PDC-2) 2 0.500 0.500 2.153 - - 1.077

CF-2A Right Side (PDC-1) 4 0.600 0.600 2.103 - - 3.028

CF-5 Right Side (PDC-1) 2 0.600 0.600 2.103 - - 1.514

CF-2A Right Side (C-1) 3 0.300 0.150 1.525 - - 0.206

CF-2A Right Side (C-1) 1 0.150 0.150 1.525 - - 0.034

Total Qty. Cum 392.151 100.00%

Previous IPC - 14 Cum 368.828

This Month Cum 23.323

 Page 114 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUB STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
mix according to supplier instruction) where required using OPC Type-
I or C3 A ≤ 8% or OPC Type-II cement & approved quarry of
5
crushed stone 25 mm (1 inch) and down gauge with approved quarry
of sand having 28 days preliminary cylindrical crushing strength as
below mentioned in all Rcc members including the cost of fixing &
removing of approved water tight form work
Retaining Wall / Ramp Wall/Shear / Core / lift Walls / RCC Wall (28
c Cum 16 50
Mpa 4000 Psi)

i) Measurement of U.G.Tank & Lift Pits Concrete 2A

a) Lift Pits

Wall 1 Lift Pits-2 (Left Side.) S.Raod 2 2.500 0.250 2.443 3.054

Wall 2 Lift Pits-2 (Left Side.) S.Raod 2 1.900 0.250 2.443 2.321

Wall 1 Lift Pits-2 (Right Side.) M.Raod 2 2.500 0.250 2.443 3.054

Wall 2 Lift Pits-2 (Right Side.) M.Raod 2 1.900 0.250 2.443 2.321

Wall 1 Lift Pits-1 (Right Side.) 2 2.500 0.250 2.366 2.958

Wall 2 Lift Pits-1 (Right Side.) 2 1.900 0.250 2.366 2.248

b) U.G.Tank

Wall 1 2 4.390 0.225 2.313 4.569

Columns Offset 1 0.600 0.375 2.313 0.520

Wall 2 2 1.200 0.225 2.313 1.249

 Page 115 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 2.782 6.677

Short Wall-1 1 2.030 0.200 2.782 1.129

Short Wall-2 1 2.030 0.400 2.782 2.259

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 2.343 5.623

Short Wall-1 1 2.030 0.200 2.343 0.951

Short Wall-2 1 2.030 0.400 2.343 1.903

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.389 3.334

Short Wall-1 1 2.030 0.200 1.389 0.564

Short Wall-2 1 2.030 0.400 1.389 1.128

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

ii) Measurement of U.G.Tank & Lift Pits Concrete 3A

a) Lift Pits

Wall 1 Lift Pits-2 (Left Side.) S.Raod 2 2.500 0.250 2.778 3.473

Wall 2 Lift Pits-2 (Left Side.) S.Raod 2 1.900 0.250 2.778 2.639

Wall 1 Lift Pits-2 (Right Side.) M.Raod 2 2.500 0.250 2.754 3.443
 Page 116 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Wall 2 Lift Pits-2 (Right Side.) M.Raod 2 1.900 0.250 2.754 2.616

Wall 1 Lift Pits-1 (Right Side.) 2 2.500 0.250 1.979 2.474

Wall 2 Lift Pits-1 (Right Side.) 2 1.900 0.250 1.979 1.880

b) U.G.Tank

Wall 1 2 4.390 0.225 2.687 5.308

Columns Offset 1 0.600 0.375 2.687 0.605

Wall 2 2 1.200 0.225 2.687 1.451

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 1.727 4.145

Short Wall-1 1 2.030 0.200 1.727 0.701

Short Wall-2 1 2.030 0.400 1.727 1.402

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 1.462 3.509

Short Wall-1 1 2.030 0.200 1.462 0.594

Short Wall-2 1 2.030 0.400 1.462 1.187

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.684 4.042

Short Wall-1 1 2.030 0.200 1.684 0.684

 Page 117 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Short Wall-2 1 2.030 0.400 1.684 1.367

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

iii) Measurement of U.G.Tank & Lift Pits Concrete 4A

a) Lift Pits

Wall 1 2 2.500 0.250 3.716 - - 4.645

Wall 2 2 1.900 0.250 3.716 - - 3.530

Wall 1 2 2.500 0.250 1.505 - - 1.881

Wall 2 2 1.900 0.250 1.505 - - 1.430

Wall 1 2 2.500 0.250 2.099 - - 2.624

Wall 2 2 1.900 0.250 2.099 - - 1.994

b) U.G.Tank

Wall 1 2 4.390 0.225 2.891 5.711

Columns Offset 1 0.600 0.375 2.891 0.650

Wall 2 2 1.200 0.225 2.891 1.561

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 2.803 6.727

Short Wall-1 1 2.030 0.200 2.803 1.138

Short Wall-2 1 2.030 0.400 2.803 2.276

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

 Page 118 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Long Wall-1 2 6.000 0.200 1.817 4.361

Short Wall-1 1 2.030 0.200 1.817 0.738

Short Wall-2 1 2.030 0.400 1.817 1.475

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.250 3.000

Short Wall-1 1 2.030 0.200 1.250 0.508

Short Wall-2 1 2.030 0.400 1.250 1.015

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

iv) Measurement of U.G.Tank & Lift Pits Concrete 5A

a) Lift Pits

Wall 1 Lift Pits-2 (Left Side.) S.Raod 2 2.500 0.250 4.951 - - 6.189

Wall 2 Lift Pits-2 (Left Side.) S.Raod 2 1.900 0.250 4.951 4.703

Wall 1 Lift Pits-2 (Right Side.) M.Raod 2 2.500 0.250 3.586 4.483

Wall 2 Lift Pits-2 (Right Side.) M.Raod 2 1.900 0.250 3.586 3.407

Wall 1 Lift Pits-1 (Right Side.) 2 2.500 0.250 1.900 2.375

Wall 2 Lift Pits-1 (Right Side.) 2 1.900 0.250 1.900 - - 1.805

b) U.G.Tank

Wall 1 2 4.390 0.225 4.351 8.595

Columns Offset 1 0.600 0.375 4.351 0.979

Wall 2 2 1.200 0.225 4.351 2.350

 Page 119 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 3.276 7.862

Short Wall-1 1 2.030 0.200 3.276 1.330

Short Wall-2 1 2.030 0.400 3.276 2.660

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 2.511 6.026

Short Wall-1 1 2.030 0.200 2.511 1.019

Short Wall-2 1 2.030 0.400 2.511 2.039

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.684 4.042

Short Wall-1 1 2.030 0.200 1.684 0.684

Short Wall-2 1 2.030 0.400 1.684 1.367

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

v) Measurement of U.G.Tank & Lift Pits Concrete 6A

a) Lift Pits

Wall 1 2 2.500 0.250 4.391 - - 5.489

Wall 2 2 1.900 0.250 4.391 - - 4.171

Wall 1 2 2.500 0.250 3.998 - - 4.998

 Page 120 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Wall 2 2 1.900 0.250 3.998 - - 3.798

Wall 1 2 2.500 0.250 3.172 - - 3.965

Wall 2 2 1.900 0.250 3.172 - - 3.013

b) U.G.Tank

Wall 1 2 4.390 0.225 3.341 6.600

Columns Offset 1 0.600 0.375 3.341 0.752

Wall 2 2 1.200 0.225 3.341 1.804

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 2.384 5.722

Short Wall-1 1 2.030 0.200 2.384 0.968

Short Wall-2 1 2.030 0.400 2.384 1.936

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 1.960 4.704

Short Wall-1 1 2.030 0.200 1.960 0.796

Short Wall-2 1 2.030 0.400 1.960 1.592

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.300 3.120

Short Wall-1 1 2.030 0.200 1.300 0.528

 Page 121 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Short Wall-2 1 2.030 0.400 1.300 1.056

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

vi) Measurement of U.G.Tank & Lift Pits Concrete 7A

a) Lift Pits

Wall 1 2 2.500 0.250 4.445 - - 5.556

Wall 2 2 1.900 0.250 4.445 - - 4.223

Wall 1 2 2.500 0.250 1.240 - - 1.550

Wall 2 2 1.900 0.250 1.240 - - 1.178

Wall 1 2 2.500 0.250 1.250 - - 1.563

Wall 2 2 1.900 0.250 1.250 - - 1.188

b) U.G.Tank

Wall 1 2 4.390 0.225 3.376 6.669

Columns Offset 1 0.600 0.375 3.376 0.760

Wall 2 2 1.200 0.225 3.376 1.823

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 2.634 6.322

Short Wall-1 1 2.030 0.200 2.634 1.069

Short Wall-2 1 2.030 0.400 2.634 2.139

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

Add- Wall Escalator Pit 1 2.030 0.400 1.575 1.279

 Page 122 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 1.229 2.950

Short Wall-1 1 2.030 0.200 1.229 0.499

Short Wall-2 1 2.030 0.400 1.229 0.998

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.250 3.000

Short Wall-1 1 2.030 0.200 1.250 0.508

Short Wall-2 1 2.030 0.400 1.250 1.015

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

vii) Measurement of U.G.Tank & Lift Pits Concrete 8A

a) Lift Pits

Wall 1 2 2.500 0.250 4.929 - - 6.161

Wall 2 2 1.900 0.250 4.929 - - 4.683

Wall 1 2 2.500 0.250 1.200 - - 1.500

Wall 2 2 1.900 0.250 1.200 - - 1.140

Wall 1 2 2.500 0.250 1.711 - - 2.139

Wall 2 2 1.900 0.250 1.711 - - 1.625

b) U.G.Tank

Wall 1 2 4.390 0.225 3.649 7.209

Columns Offset 1 0.600 0.375 3.649 0.821

 Page 123 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Wall 2 2 1.200 0.225 3.649 1.970

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 2.524 6.058

Short Wall-1 1 2.030 0.200 2.524 1.025

Short Wall-2 1 2.030 0.400 2.524 2.049

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 1.350 3.240

Short Wall-1 1 2.030 0.200 1.350 0.548

Short Wall-2 1 2.030 0.400 1.350 1.096

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.250 3.000

Short Wall-1 1 2.030 0.200 1.250 0.508

Short Wall-2 1 2.030 0.400 1.250 1.015

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

viii) Measurement of U.G.Tank & Lift Pits Concrete 9A

a) Lift Pits

Wall 1 2 2.500 0.250 3.261 - - 4.076

Wall 2 2 1.900 0.250 3.261 - - 3.098

 Page 124 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Wall 1 2 2.500 0.250 1.330 - - 1.663

Wall 2 2 1.900 0.250 1.330 - - 1.264

Wall 1 2 2.500 0.250 1.711 - - 2.139

Wall 2 2 1.900 0.250 1.711 - - 1.625

b) U.G.Tank

Wall 1 2 4.390 0.225 2.466 4.872

Columns Offset 1 0.600 0.375 2.466 0.555

Wall 2 2 1.200 0.225 2.466 1.332

c) ESCALATOR PIT

(Left Side.) S.Raod

Long Wall-1 2 6.000 0.200 1.942 4.661

Short Wall-1 1 2.030 0.200 1.942 0.788

Short Wall-2 1 2.030 0.400 1.942 1.577

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.) M.Raod

Long Wall-1 2 6.000 0.200 1.371 3.290

Short Wall-1 1 2.030 0.200 1.371 0.557

Short Wall-2 1 2.030 0.400 1.371 1.113

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

(Right Side.)

Long Wall-1 2 6.000 0.200 1.350 3.240

 Page 125 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Short Wall-1 1 2.030 0.200 1.350 0.548

Short Wall-2 1 2.030 0.400 1.350 1.096

Deduction Offset for Short Wall-2 1 2.030 0.185 0.150 - 0.056

CF2 Walls 1 4.560 0.600 2.100 5.746

0.5 0.600 0.600 0.600 0.108

Type-A (5-A & 6-A)

Nala Walls 6-A 2 25.450 0.200 2.500 25.450

Nala Walls 5-A 2 29.000 0.200 2.500 29.000

Total Qty. Cum 436.103 100.00%

Previous IPC - 14 Cum 346.886

This Month Cum 89.217

 Page 126 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Volume/ Remarks
No Area
L W H/D no / m Weight
(m2)
(m3)
STEEL REINFORCEMENT BARS

Providing, supplying, straightening, cutting, bending, fabricating,

placing and installing / binding in position etc., straight or curved
deformed steel bar reinforcement having minimum yield strength 414
Mpa (60 ksi or 60,000 Psi), including cost of G.I binding wire 18 SWG,
6
chairs, wastages, precast c.c. spacers and welding where required to
be followed ASTM A615 standard. Only those overlaps shall be paid
which are according to the approved Bar Bending Schedule / shown
on drawings or instructed by the Engineer, all kind of R.C.C. work etc

a Sub-Structure M.Ton 136 375

i) Reinforcement of Foundations

i) 2A 1 41.992 41.992

ii) 3A 1 46.907 46.907

iii) 4A 1 75.856 75.856

iv) 5A 1 65.094 65.094

v) 6A 1 56.879 56.879

vi) 7A 1 79.632 79.632

vii) 8A 1 75.980 75.980

viii) 9A 1 73.230 73.230

Total Qty. M.Ton 515.570 475.000 92.13%

Previous IPC - 14 M.Ton - 475.000

This Month M.Ton -

 GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

BITUMEN COATING

Providing and applying industrial bitumen paint (Coverage 7 Kg / 10

Sqm) mixed with water component 2 coats on all RCC / CC structural
8 Sqm 4,240 5,300
member surfaces up to plinth etc., complete in all respects as per
drawing, standard specifications and as directed by the Engineer.

i) Measurement of Bitumen (2A)

CF6 Top 1 9.000 6.200 55.800

CF6 Top 1 1.291 6.200 8.004

CF6 Side 1 25.495 0.500 12.748

F4 Top 9 3.000 3.000 81.000

F4 Side 9 12.000 0.450 48.600

CF4 Top 4 5.350 2.065 44.191

CF4 Side 4 14.830 0.500 29.660

CF7 Top 1 4.197 3.000 12.591

CF7 Top 1 3.147 3.000 9.441

CF7 Side 1 20.394 0.500 10.197

CF8 Top 1 6.200 3.000 18.600

CF8 Side 1 18.400 0.500 9.200

CF2 Top 1 6.200 3.000 18.600

CF2 Side 1 18.400 0.500 9.200

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF5 Top 1 4.400 4.830 21.252

CF5 Side 1 18.460 0.500 9.230

CF1 Top 1 8.975 6.820 61.210

CF1 Side 1 31.590 0.500 15.795

CF5 Top 1 12.000 6.200 74.400

CF5 Side 1 36.400 0.500 18.200

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

CF3 Top 1 3.500 1.800 6.300

CF3 Side 1 10.600 0.500 5.300

F7 Top 4 1.500 1.100 6.600

F7 Side 4 5.200 0.300 - 6.240

F2 Top 7 1.600 1.200 13.440

F2 Bottom 7 5.600 0.450 - 17.640

F3 Top 3 1.000 1.000 3.000

F3 Side 3 4.000 0.450 - 5.400

F5 Top 1 2.000 1.200 2.400

F5 Side 1 6.400 0.450 - 2.880

F6 Top 2 1.800 1.600 5.760

F6 Side 2 6.800 0.450 - 6.120

Column's Deduction -

CF6 (PDC-1) -4 0.600 0.600 - - 1.440

F4 (PDC-1) -4 0.600 0.600 - 1.440

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 (PDC-1) -5 0.600 0.600 - - 1.800

CF4 (PDC-1) -2 0.600 0.600 - 0.720

CF4 (PDC-2) -2 0.500 0.500 - - 0.500

CF4 (PDC-1) -2 0.600 0.600 - 0.720

CF4 (PDC-2) -2 0.500 0.500 - - 0.500

CF7 (PDC-1) -2 0.600 0.600 - 0.720

CF7 (PDC-2A) -2 0.800 0.300 - - 0.480

CF8 (PDC-1) -2 0.600 0.600 - 0.720

CF8 (PDC-2A) -2 0.800 0.300 - - 0.480

CF2 (PDC-1) -2 0.600 0.600 - 0.720

CF5 (PDC-1) -2 0.600 0.600 - - 0.720

CF1 (PDC-1) -8 0.600 0.600 - 2.880

CF5 (PDC-1) -8 0.600 0.600 - - 2.880

F7 (C4) -4 0.825 0.475 - 1.568

F2 (C3) -8 0.600 0.200 - - 0.960

F3 (C1) -3 0.200 0.200 - 0.120

F5 (C1) -1 1.000 0.200 - - 0.200

F6 (C3) -2 0.600 0.200 - 0.240

F1 (PDC-2) -2 0.500 0.500 - 0.500

CF3 (PDC-2A) -2 0.800 0.300 - 0.480

Column's -

CF6 (PDC-1) 4 2.400 2.817 27.043

F4 (PDC-1) 4 2.400 2.817 27.043

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF8 (PDC-1) 2 2.400 2.517 12.082

CF4 (PDC-1) 2 2.400 2.817 13.522

CF4 (PDC-2) 2 2.000 2.817 11.268

CF7 (PDC-1) 2 2.000 2.817 11.268

CF7 (PDC-2A) 2 2.200 2.817 12.395

CF13 (PDC-1) 1 2.400 2.554 6.130

CF13 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF13 (PDC-1) With Bridge Bottom 1 2.400 1.200 2.880

CF12 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF12 (PDC-1) With Bridge Bottom 2 2.400 1.200 5.760

CF12 (PDC-1) 1 2.400 2.554 6.130

CF12 (PDC-2A) 1 2.200 2.254 4.959

CF11 (PDC-1) 1 2.400 2.554 6.130

CF11 (PDC-2) 1 2.000 2.554 5.108

CF11 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF11 (PDC-1) With Bridge Bottom 2 2.400 1.200 5.760

CF9 (PDC-1) 2 2.400 2.554 12.259

CF10 (PDC-1) 2 2.400 2.554 12.259

CF1 (PDC-1) 8 2.400 1.436 27.571

CF5 (PDC-1) 8 2.400 1.629 31.277

CF3 (PDC-2A) 2 2.200 1.329 5.848

F1 (PDC-2) 2 2.000 1.679 6.716

ii) Measurement of Bitumen (3A)

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF6 Top 1 9.000 6.200 55.800

CF6 Top 1 6.865 1.295 8.890

CF6 Side 1 32.990 0.500 16.495

F4 Top 4 3.000 3.000 36.000

F4 Side 4 12.000 0.450 21.600

CF8 Top 1 4.245 3.000 12.735

CF8 Side 1 14.490 0.500 7.245

CF4 Top 3 5.053 2.065 31.303

CF4 Side 3 14.236 0.500 21.354

CF7 Top 1 4.197 3.000 12.591

CF7 Top 1 3.000 3.145 9.435

CF7 Side 20.394 0.500 10.197

CF13 Top 1 3.000 5.200 15.600

CF13 Top 1 3.195 3.550 11.342

CF13 Side 1 23.500 0.500 11.750

CF12 Top 1 3.000 8.128 24.384

CF12 Top 1 3.000 2.700 8.100

CF12 Side 1 28.256 0.500 14.128

CF11 Top 1 3.000 8.000 24.000

CF11 Side 1 22.000 0.500 11.000

CF9 Top 1 3.000 6.150 18.450

CF9 Side 1 18.300 0.500 9.150

CF10 Top 1 3.000 8.100 24.300

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF10 Top 2 2.500 2.500 12.500

CF10 Side 1 16.600 0.500 8.300

CF1 Top 1 8.975 6.820 61.210

CF1 Side 1 31.590 0.500 15.795

CF5 Top 1 12.000 6.200 74.400

CF5 Side 1 36.400 0.500 18.200

CF3 Top 1 3.500 1.800 6.300

CF3 Side 1 10.600 0.500 5.300

F1 Top 1 1.000 1.000 1.000

F1 Side 1 4.000 0.450 1.800

Column's Decution -

CF6 (PDC-1) -4 0.600 0.600 - 1.440

F4 (PDC-1) -4 0.600 0.600 - 1.440

CF8 (PDC-1) -2 0.600 0.600 - 0.720

CF4 (PDC-1) -2 0.600 0.600 - 0.720

CF4 (PDC-2) -2 0.500 0.500 - 0.500

CF7 (PDC-1) -2 0.600 0.600 - 0.720

CF7 (PDC-2A) -2 0.800 0.300 - 0.480

CF13 (PDC-1) -1 0.600 0.600 - 0.360

CF13 (PDC-1) With Bridge -1 0.600 0.600 - 0.360

CF13 (PDC-1) With Bridge Bottom -1 0.600 0.600 - 0.360

CF12 (PDC-1) With Bridge -1 0.600 0.600 - 0.360

CF12 (PDC-1) With Bridge Bottom -2 0.600 0.600 - 0.720

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF12 (PDC-1) -1 0.600 0.600 - 0.360

CF12 (PDC-2A) -1 0.800 0.300 - 0.240

CF11 (PDC-1) -1 0.600 0.600 - 0.360

CF11 (PDC-2) -1 0.500 0.500 - 0.250

CF11 (PDC-1) With Bridge -1 0.600 0.600 - 0.360

CF11 (PDC-1) With Bridge Bottom -2 0.600 0.600 - 0.720

CF9 (PDC-1) -2 0.600 0.600 - 0.720

CF10 (PDC-1) -2 0.600 0.600 - 0.720

CF1 (PDC-1) -8 0.600 0.600 - 2.880

CF5 (PDC-1) -8 0.600 0.600 - 2.880

CF3 (PDC-2A) -2 0.800 0.300 - 0.480

F1 (PDC-2) -2 0.500 0.500 - 0.500

Column's -

CF6 (PDC-1) 4 2.400 2.578 24.749

F4 (PDC-1) 4 2.400 2.628 25.229

CF8 (PDC-1) 2 2.400 2.578 12.374

CF4 (PDC-1) 2 2.400 2.578 12.374

CF4 (PDC-2) 2 2.000 2.578 10.312

CF7 (PDC-1) 2 2.400 2.578 12.374

CF7 (PDC-2A) 2 2.200 2.278 10.023

CF13 (PDC-1) 1 2.400 2.554 6.130

CF13 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF13 (PDC-1) With Bridge Bottom 1 2.400 1.200 2.880

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF12 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF12 (PDC-1) With Bridge Bottom 2 2.400 1.200 5.760

CF12 (PDC-1) 1 2.400 2.554 6.130

CF12 (PDC-2A) 1 2.200 2.254 4.959

CF11 (PDC-1) 1 2.400 2.554 6.130

CF11 (PDC-2) 1 2.000 2.554 5.108

CF11 (PDC-1) With Bridge 1 2.400 1.305 3.132

CF11 (PDC-1) With Bridge Bottom 2 2.400 1.200 5.760

CF9 (PDC-1) 2 2.400 2.554 12.259

CF10 (PDC-1) 2 2.400 2.554 12.259

CF1 (PDC-1) 8 2.400 1.436 27.571

CF5 (PDC-1) 8 2.400 1.629 31.277

CF3 (PDC-2A) 2 2.200 1.329 5.848

F1 (PDC-2) 2 2.000 1.679 6.716

Bridge Beam Top Bottom 8 1.900 0.600 - 9.120

Bridge Beam Side 8 1.900 0.600 9.120

iii) Measurement of Bitumen (4A)

CF6 Top 1 8.700 6.200 53.940

CF6 Top 1 6.565 1.295 8.502

CF6 Side 1 24.895 0.500 12.448

CF8 Top 1 6.245 3.000 18.735

CF8 Side 1 18.490 0.500 9.245

CF7 Top 1 4.238 3.000 12.714

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF7 Side 1 14.476 0.500 7.238

CF4 Top 2 5.350 2.065 22.096

CF4 Side 2 14.830 0.500 14.830

CF3A Top 1 2.545 1.800 4.581

CF3A Side 1 8.690 0.500 4.345

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

CF1 Top 1 7.420 8.980 66.632

CF1 Top 1 6.400 2.150 13.760

CF1 Top 1 6.400 1.270 8.128

CF1 Side 1 37.600 0.500 18.800

CF2 Top 1 13.650 5.400 73.710

CF2 Side 1 38.100 0.500 19.050

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

CF3 Top 1 3.500 1.800 - 6.300

CF3 Side 1 10.600 0.500 5.300

Piles Top 1 70.995 6.000 - 425.970

Piles Top 1 4.900 2.000 9.800

Piles Top 4 1.800 2.000 - 14.400

Piles Top 1 14.805 2.000 29.610

Piles Top 1 8.000 2.000 16.000

Piles Side 1 190.195 0.600 114.117

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Column's Deduction -

CF6 (PDC-01) -2 0.600 0.600 - 0.720

CF6 (PDC-01) With Bridge -2 0.600 0.600 - 0.720

CF6 (PDC-01) With Bridge Bottom -4 0.600 0.600 - 1.440

CF8 (PDC-01) With Bridge -2 0.600 0.600 - 0.720

CF8 (PDC-01) With Bridge Bottom -2 0.600 0.600 - 0.720

CF7 (PDC-01) -2 0.600 0.600 - 0.720

CF4 (PDC-2) -2 0.500 0.500 - 0.500

CF4 (PDC-01) With Bridge -2 0.600 0.600 - 0.720

CF4 (PDC-01) With Bridge Bottom -2 0.600 0.600 - 0.720

CF3A (PDC-02A) With Bridge -2 0.800 0.300 - 0.480

CF3A (PDC-02A) With Bridge Bottom -2 0.800 0.300 - 0.480

F4 (PDC-01) -1 0.600 0.600 - 0.360

F4 (PDC-01)With Bridge -1 0.600 0.600 - 0.360

F4 (PDC-01)With Bridge Bottom -2 0.600 0.600 - 0.720

F7 (C4) -4 0.825 0.475 - 1.568

F2 (C3) -6 0.600 0.200 - 0.720

F3 (C1) -1 0.200 0.200 - 0.040

F5 (C2) -1 1.000 0.200 - 0.200

F6 (C3) -2 0.600 0.200 - 0.240

CF1 (PDC-01) -12 0.600 0.600 - 4.320

CF2 (PDC-01) -8 0.600 0.600 - 2.880

F1 (PDC-02) -2 0.500 0.500 - 0.500

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF3 (PDC-02A) -2 0.600 0.300 - 0.360

Piles (PDC-01) -21 0.600 0.600 - 7.560

Piles (PDC-02) -3 0.500 0.500 - 0.750

Piles (PDC-02A) -2 0.800 0.300 - 0.480

Piles (C3) -2 0.600 0.200 - 0.240

Piles (C1) -1 0.200 0.200 - 0.040

Column's -

CF6 (PDC-01) 2 2.400 2.616 12.557

CF6 (PDC-01) With Bridge 2 2.400 1.116 5.357

CF6 (PDC-01) With Bridge Bottom 4 2.400 0.900 8.640

CF8 (PDC-01) With Bridge 2 2.400 1.116 5.357

CF8 (PDC-01) With Bridge Bottom 2 2.400 0.900 4.320

CF7 (PDC-01) 2 2.400 2.616 12.557

CF4 (PDC-2) 2 2.000 2.616 10.464

CF4 (PDC-01) With Bridge 2 2.400 1.116 5.357

CF4 (PDC-01) With Bridge Bottom 2 2.400 0.900 4.320

CF3A (PDC-02A) With Bridge 2 2.200 0.816 3.590

CF3A (PDC-02A) With Bridge Bottom 2 2.200 0.900 3.960

F4 (PDC-01) 1 2.400 2.616 6.278

F4 (PDC-01)With Bridge 1 2.400 1.116 2.678

F4 (PDC-01)With Bridge Bottom 2 2.400 0.900 4.320

F7 (C4) 4 2.600 1.500 15.600

F2 (C3) 6 1.600 1.500 14.400

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F3 (C1) 1 2.200 1.500 3.300

F5 (C2) 1 2.400 1.500 3.600

F6 (C3) 2 2.400 1.500 7.200

CF1 (PDC-01) 12 2.400 2.197 63.274

CF2 (PDC-01) 8 2.400 1.737 33.350

F1 (PDC-02) 2 2.000 1.787 7.148

CF3 (PDC-02A) 2 2.200 1.737 7.643

Piles (PDC-01) 21 2.400 0.300 15.120

Piles (PDC-02) 3 2.000 0.300 1.800

Piles (PDC-02A) 2 2.200 0.300 1.320

Piles (C3) 2 1.600 0.300 0.960

Piles (C1) 1 2.200 0.300 0.660

Bridge Beam -

CF6 Top 2 1.400 0.600 1.680

CF6 Bottom 2 0.800 0.600 0.960

CF6 Side 4 2.000 0.600 4.800

CF6 Side 4 0.600 0.600 1.440

CF8 Top 1 3.700 0.600 2.220

CF8 Bottom 1 3.700 0.600 2.220

CF8 Side 2 4.900 0.600 5.880

CF8 Side 2 0.600 0.600 0.720

CF4 Top 1 3.700 0.600 2.220

CF4 Bottom 1 3.700 0.600 2.220

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF4 Side 2 4.900 0.600 5.880

CF4 Side 2 0.600 0.600 0.720

CF3A Top 1 1.800 0.800 1.440

CF3A Bottom 1 1.800 0.800 1.440

CF3A Side 2 2.400 0.600 2.880

CF3A Side 2 0.600 0.600 0.720

F4 Top 1 1.400 0.600 0.840

F4 Bottom 1 0.800 0.600 0.480

F4 Side 2 2.000 0.600 2.400

F4 Side 2 0.600 0.600 0.720

iv) Measurement of Bitumen (5A)

F4 Top 2 3.000 1.200 7.200

F4 Side 2 8.400 0.450 7.560

CF3 Top 1 1.800 3.500 6.300

CF3 Side 1 10.600 0.500 5.300

CF4 Top 1 5.350 2.065 11.048

CF4 Side 1 14.830 0.500 7.415

CF13 Top 1 5.830 2.065 12.039

CF13 Side 1 15.790 0.500 7.895

CF7 Top 1 4.245 3.000 12.735

CF7 Side 1 14.490 0.500 7.245

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF6 Top 1 9.000 6.200 55.800

CF6 Top 1 6.867 1.295 8.893

CF6 Side 1 32.990 0.500 16.495

F7 Top 4 1.500 1.100 6.600

F7 Side 4 5.200 0.300 6.240

F6 Top 2 1.600 1.800 5.760

F6 Side 2 6.800 0.450 6.120

F2 Top 6 1.200 1.800 12.960

F2 Side 6 6.000 0.450 16.200

F3 Top 2 1.000 1.000 2.000

F3 Side 2 4.000 0.450 3.600

F5 Top 1 2.000 1.200 2.400

F5 Side 1 6.400 0.450 2.880

F5A Top 1 2.000 1.200 2.400

F5A Side 1 6.400 0.450 2.880

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

CF11 Top 1 6.400 3.000 19.200

CF11 Side 1 18.800 0.500 9.400

CF12 Top 1 4.325 3.000 12.975

CF12 Top 1 5.122 4.075 20.872

CF12 Side 1 16.772 0.500 8.386

F2 Top 2 1.600 1.200 3.840

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F2 Side 2 5.600 0.450 5.040

F3 Top 1 1.000 1.000 1.000

F3 Side 1 4.000 0.450 1.800

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

F4A Top 1 3.000 3.000 9.000

F4A Side 1 12.000 0.450 5.400

CF8 Top 1 4.570 3.000 13.710

CF8 Side 1 15.140 0.500 7.570

CF4 Top 1 5.350 2.065 11.048

CF4 Side 1 14.830 0.500 7.415

CF9 Top 1 8.300 3.000 24.900

CF9 Side 1 22.600 0.500 11.300

F4 Top 1 3.000 3.000 9.000

F4 Side 1 12.000 0.450 5.400

CF10 Top 4 5.200 3.000 62.400

CF10 Side 4 16.400 0.500 32.800

CF1 CF2 Top 1 8.975 8.475 76.063

CF1 CF2 Top 1 6.200 3.140 19.468

CF1 CF2 Side 1 41.180 0.500 20.590

CF3 Top 1 3.500 1.800 6.300

CF3 Side 1 10.600 0.500 5.300

F1 Top 2 1.800 1.800 6.480

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F1 Side 2 7.200 0.450 6.480

CF2A Top 1 13.150 5.500 72.325

CF2A Side 1 37.300 0.500 18.650

Column Deduction -

F4 (PDC-1) -1 0.600 0.600 - 0.360

F4 (PDC-1) -1 0.600 0.600 - 0.360

F4 (PDC-1) With Bridge Beam Bottom -2 0.600 0.600 - 0.720

F4 (PDC-1) Bridge Beam Bottom -1 0.800 0.600 - 0.480

F4 (PDC-1) With Bridge Beam Bottom -2 0.600 0.600 - 0.720

CF3 (PDC-2A) With Bridge Beam Bottom -2 0.800 0.300 - 0.480

CF4 (PDC2) -2 0.500 0.500 - 0.500

CF13 (PDC-1) -1 0.600 0.600 - 0.360

CF13 (PDC-1) With Bridge Beam Bottom -2 0.600 0.600 - 0.720

CF7 (PDC-1) -2 0.600 0.600 - 0.720

CF6 (PDC-1) -1 0.600 0.600 - 0.360

CF6 (PDC-1)With Bridge Beam Bottom -2 0.600 0.600 - 0.720

CF6 (PDC-1)With Bridge Beam -2 0.600 0.600 - 0.720

CF6 (PDC-1)With Bridge Beam Bottom -2 0.600 0.600 - 0.720

F7 (C4) -4 0.825 0.475 - 1.568

F6 (C3) -2 0.600 0.200 - 0.240

F2 (C3) -6 0.600 0.200 - 0.720

F3 (C1) -2 0.200 0.200 - 0.080

F5 (C2) -1 1.000 0.200 - 0.200

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F5A (C1) -2 0.200 0.200 - 0.080

F4 (PDC-1) -2 0.600 0.600 - 0.720

F4 (PDC-1) -2 0.600 0.600 - 0.720

F4 (PDC-1) -1 0.600 0.600 - 0.360

CF11 (PDC-1) -2 0.600 0.600 - 0.720

CF12 (PDC-1) -2 0.600 0.600 - 0.720

F2 (C3) -2 0.600 0.200 - 0.240

F3 (C1) -1 0.200 0.200 - 0.040

F4A (C3) -1 0.600 0.200 - 0.120

CF8 (PDC-1) -1 0.600 0.600 - 0.360

CF8 (PDC-2) -1 0.500 0.500 - 0.250

CF4 (PDC-2) -2 0.500 0.500 - 0.500

CF9 (PDC-1) -2 0.600 0.600 - 0.720

CF9 (PDC-1) -2 0.500 0.500 - 0.500

CF10 (PDC-1) -8 0.600 0.600 - 2.880

CF1 CF2 (PDC-1) -12 0.600 0.600 - 4.320

CF3 (PDC-2A) -2 0.800 0.300 - 0.480

F1 (PDC-2) -2 0.500 0.500 - 0.500

CF2A (PDC-1) -8 0.600 0.600 - 2.880

Column's -

F4 (PDC-1) 1 2.400 2.768 6.643

F4 (PDC-1) 1 2.400 3.191 7.658

F4 (PDC-1) With Bridge Beam 1 2.400 2.588 6.211

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 (PDC-1) With Bridge Beam Bottom 2 2.400 0.900 4.320

F4 (PDC-1) With Bridge Beam 1 2.400 3.011 7.226

F4 (PDC-1) With Bridge Beam Bottom 2 2.400 0.900 4.320

CF3 (PDC-2A) With Bridge Beam 2 2.200 2.288 10.067

CF3 (PDC-2A) With Bridge Beam Bottom 2 2.200 0.900 3.960

CF4 (PDC2) 2 2.000 2.718 10.872

CF13 (PDC-1) 1 2.400 2.718 6.523

CF13 (PDC-1) With Bridge Beam 1 2.400 2.588 6.211

CF13 (PDC-1) With Bridge Beam Bottom 2 2.400 0.900 4.320

CF7 (PDC-1) 2 2.400 3.141 15.077

CF6 (PDC-1) 1 2.400 3.141 7.538

CF6 (PDC-1)With Bridge Beam 1 2.400 3.011 7.226

CF6 (PDC-1)With Bridge Beam Bottom 2 2.400 0.900 4.320

CF6 (PDC-1)Bridge Beam 1 2.400 0.300 0.720

CF6 (PDC-1)With Bridge Beam 2 2.400 3.011 14.453

CF6 (PDC-1)With Bridge Beam Bottom 2 2.400 0.900 4.320

F7 (C4) 4 2.600 1.500 15.600

F6 (C3) 2 1.600 1.500 4.800

F2 (C3) 6 1.600 1.500 14.400

F3 (C1) 2 0.800 1.500 2.400

F5 (C2) 1 2.400 1.500 3.600

F5A (C1) 2 0.800 1.500 2.400

F4 (PDC-1) 2 2.400 2.000 9.600

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 (PDC-1) 2 2.400 1.950 9.360

F4 (PDC-1) 1 2.400 1.250 3.000

CF11 (PDC-1) 2 2.400 1.950 9.360

CF12 (PDC-1) 2 2.400 1.950 9.360

F2 (C3) 2 1.600 1.500 4.800

F3 (C1) 1 0.800 1.500 1.200

F4A (C3) 1 1.600 1.500 2.400

CF8 (PDC-1) 1 2.400 1.900 4.560

CF8 (PDC-2) 1 2.000 1.900 3.800

CF4 (PDC-2) 2 2.000 1.900 7.600

CF9 (PDC-1) 2 2.400 1.900 9.120

CF9 (PDC-1) 2 2.000 1.900 7.600

CF10 (PDC-1) 8 2.400 1.200 23.040

CF1 CF2 (PDC-1) 12 2.400 2.816 81.101

CF3 (PDC-2A) 2 2.200 1.423 6.261

F1 (PDC-2) 2 2.000 1.773 7.092

CF2A (PDC-1) 8 2.400 1.723 33.082

v) Measurement of Bitumen (6A)

CF6 Top 1 9.000 6.205 55.845

CF6 Top 1 6.865 1.295 8.890

CF6 Side 1 32.990 0.500 16.495

F4 Top 6 3.000 3.000 54.000

F4 Side 6 12.000 0.450 32.400

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF12 Top 1 5.475 2.065 11.306

CF12 Side 1 15.080 0.500 7.540

CF7 Top 1 4.245 3.000 12.735

CF7 Side 1 14.490 0.500 7.245

CF4 Top 2 5.350 2.065 22.096

CF4 Side 2 14.830 0.500 14.830

CF9 Top 1 4.195 3.000 12.585

CF9 Top 1 3.000 3.205 9.615

CF9 Side 1 20.800 0.500 10.400

F7 Top 4 1.500 1.100 6.600

F7 Side 4 5.200 0.300 6.240

F2 Top 6 1.600 1.200 11.520

F2 Side 6 5.600 0.450 15.120

F3 Top 3 1.000 1.000 3.000

F5 Top 1 2.000 12.000 24.000

F5 Side 1 28.000 0.450 12.600

F6 Top 6 1.800 1.600 17.280

F6 Side 6 6.800 0.450 18.360

CF10 Top 1 6.200 3.000 18.600

CF10 Top 1 3.925 3.000 11.775

CF10Side 1 26.250 0.500 13.125

CF2 Top 2 6.200 3.000 37.200

CF2 Side 2 18.400 0.500 18.400

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF1Top 1 8.975 6.820 61.210

CF Side 1 31.590 0.500 15.795

CF2A Top 1 13.150 5.500 72.325

CF2A Side 1 37.300 0.500 18.650

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

CF3 Top 2 3.500 1.800 12.600

CF3 Side 2 10.600 0.500 10.600

CF11 Top 1 7.125 9.005 64.161

CF11 Side 1 32.260 0.500 16.130

Column Deduction -

CF6 (PDC-1 ) -3 0.600 0.600 - 1.080

CF6 (PDC-1 ) Bottom -1 0.600 0.600 - - 0.360

F4 (PDC-1 ) -1 0.600 0.600 - 0.360

F4 (PDC-1 ) Bottom -2 0.600 0.600 - - 0.720

CF7 (PDC-1 ) -2 0.600 0.600 - 0.720

CF12 (PDC-1 ) -1 0.600 0.600 - 0.360

CF12 (PDC-1 ) Bottom -2 0.600 0.600 - 0.720

CF4 (PDC-2) -2 0.500 0.500 - 0.500

CF9 (PDC-1 ) -1 0.600 0.600 - 0.360

CF9 (PDC-1 ) Bottom -2 0.600 0.600 - 0.720

CF9 (PDC-2A ) -2 0.800 0.300 - 0.480

CF9 (PDC-2A ) -2 0.800 0.300 - 0.480

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F7 (C4) -4 0.825 0.475 - - 1.568

F2 (C3) -6 0.600 0.200 - 0.720

F3 (C1) -3 0.200 0.200 - - 0.120

F5 (C2) -1 1.000 0.200 - 0.200

F6 (C3) -2 0.600 0.200 - - 0.240

C3 -2 0.600 0.200 - 0.240

C1 -1 0.200 0.200 - 0.040

CF10 (PDC-1 ) -3 0.600 0.600 - 1.080

CF10 (PDC-2A ) -2 0.800 0.300 - 0.480

CF4 (PDC-2) -2 0.600 0.600 - 0.720

F4 (PDC-1 ) -4 0.600 0.600 - 1.440

CF11 (PDC-1 ) -4 0.600 0.600 - 1.440

CF2 (PDC-1 ) -4 0.600 0.600 - 1.440

CF1 (PDC-1 ) -8 0.600 0.600 - 2.880

CF2A (PDC-1 ) -8 0.600 0.600 - 2.880

F1 (PDC-2) -2 0.500 0.500 - 0.500

CF3 (PDC-2A ) -2 0.800 0.300 - 0.480

Column's -

CF6 (PDC-1 ) 3 2.400 3.921 28.231

CF6 (PDC-1 ) 1 2.400 2.421 5.810

CF6 (PDC-1 ) Bottom 1 2.400 0.900 2.160

F4 (PDC-1 ) 1 2.400 4.171 10.010

F4 (PDC-1 ) 1 2.400 2.421 5.810

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 (PDC-1 ) Bottom 2 2.400 0.900 4.320

CF7 (PDC-1 ) 2 2.400 4.121 19.781

CF12 (PDC-1 ) 1 2.400 4.171 10.010

CF12 (PDC-1 ) 1 2.400 2.421 5.810

CF12 (PDC-1 ) Bottom 2 2.400 0.900 4.320

CF4 (PDC-2) 2 2.000 4.171 16.684

CF9 (PDC-1 ) 1 2.400 4.171 10.010

CF9 (PDC-1 ) 1 2.400 2.421 5.810

CF9 (PDC-1 ) Bottom 2 2.400 0.900 4.320

CF9 (PDC-2A ) 2 2.200 2.121 9.332

CF9 (PDC-2A ) 2 2.200 1.200 5.280

F7 (C4) 4 2.600 2.300 23.920

F2 (C3) 6 1.600 1.500 14.400

F3 (C1) 3 0.800 1.500 3.600

F5 (C2) 1 2.400 1.500 3.600

F6 (C3) 2 1.600 1.500 4.800

C3 2 1.600 1.500 4.800

C1 1 0.800 1.500 1.200

CF10 (PDC-1 ) 3 2.400 3.728 26.842

CF10 (PDC-2A ) 2 2.200 3.428 15.083

CF4 (PDC-2) 2 2.400 3.728 17.894

F4 (PDC-1 ) 4 2.400 3.778 36.269

CF11 (PDC-1 ) 4 2.400 3.728 35.789

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF2 (PDC-1 ) 4 2.400 2.200 21.120

CF1 (PDC-1 ) 8 2.400 2.200 42.240

CF2A (PDC-1 ) 8 2.400 1.828 35.098

F1 (PDC-2) 2 2.000 1.878 7.512

CF3 (PDC-2A ) 2 2.200 1.528 6.723

Bridge Beam -

CF6 Top 1 2.800 0.600 1.680

CF6 Bottom 1 2.800 0.600 1.680

CF6 Side 2 4.000 0.600 4.800

CF6 Side 2 0.600 0.600 0.720

CF6 Top 1 2.845 0.600 1.707

CF6 Bottom 1 2.845 0.600 1.707

CF6 Side 2 4.045 0.600 4.854

CF6 Side 2 0.600 0.600 0.720

F4 Top 1 1.400 0.600 0.840

F4 Bottom 1 0.800 0.600 0.480

F4 Side 2 2.000 0.600 2.400

F4 Side 2 0.600 0.600 0.720

CF12 Top 1 1.400 0.600 0.840

CF12 Bottom 1 0.800 0.600 0.480

CF12 Side 2 2.000 0.600 2.400

CF12 Side 2 0.600 0.600 0.720

CF9 Top 1 1.800 0.800 1.440

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF9 Bottom 1 1.800 0.800 1.440

CF9 Side 1 2.400 0.600 1.440

CF9 Side 1 0.800 0.600 0.480

CF9 Top 1 1.400 0.600 0.840

CF9 Bottom 1 0.800 0.600 0.480

CF9 Side 2 2.000 0.600 2.400

CF9 Side 2 0.600 0.600 0.720

vi) Measurement of Bitumen (7A)

CF3A Top 1 3.005 4.200 12.621

CF3A Top 1 3.000 3.045 9.135

CF3A Side 1 14.400 0.500 7.200

CF4 Top 2 5.350 2.065 22.096

CF4 Side 2 14.830 0.500 14.830

CF7 Top 1 4.250 3.000 12.750

CF7 Side 1 14.500 0.500 7.250

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

CF6 Top 1 6.200 9.000 55.800

CF6 Top 1 5.365 1.295 6.948

CF6 Side 1 32.990 0.500 16.495

F7 Top 3 1.500 1.100 4.950

F7 Side 3 5.200 0.300 4.680

F6 Top 1 1.800 1.600 2.880

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F6 Side 1 7.200 0.450 3.240

F5 Top 1 2.000 1.200 2.400

F5 Side 1 6.400 0.450 2.880

F3 Top 2 1.000 1.000 2.000

F3 Side 2 4.000 0.450 3.600

F2 Top 4 1.600 1.200 7.680

F2 Top 4 5.600 0.450 10.080

CF2 Top 2 6.200 3.000 37.200

CF2 Side 2 18.400 0.500 18.400

CF1 Top 1 8.975 6.820 61.210

CF1 Side 1 31.590 0.500 15.795

CF3 Top 1 3.500 1.800 6.300

CF3 Side 1 10.600 0.500 5.300

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

CF5 Top 1 13.150 5.500 72.325

CF5 Side 1 37.300 0.500 18.650

Pile Cap Top 1 415,962,150.000 415.962

Pile Cap Side 1 128.730 0.600 77.238

Column's Deduction -

CF3A (PDC1) -1 0.600 0.600 - 0.360

CF3A (PDC1) Bottom -2 0.600 0.600 - 0.720

CF3A (PDC 2A) -1 0.800 0.300 - 0.240

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF3A (PDC 2A) Bottom -2 0.800 0.300 - 0.480

CF4 (PDC 2) -2 0.500 0.500 - 0.500

CF4 (PDC 1) -1 0.600 0.600 - 0.360

CF4 (PDC 1) Bottom -2 0.600 0.600 - 0.720

CF7 (PDC 1) -2 0.600 0.600 - 0.720

F4 (PDC 1) -1 0.600 0.600 - 0.360

F4 (PDC 1) Bottom -2 0.600 0.600 - 0.720

CF6 (PDC 1) -2 0.600 0.600 - 0.720

CF6 (PDC 1) Bottom -4 0.600 0.600 - 1.440

F7 (C4) -3 0.825 0.475 - 1.176

F6 (C3) -1 0.600 0.200 - 0.120

F5 (C2) -1 1.000 0.200 - 0.200

F3 (C1) -2 0.200 0.200 - 0.080

F2 (C3) -4 0.600 0.200 - 0.480

CF2 (PDC 1) -4 0.600 0.600 - 1.440

CF1 (PDC 1) -8 0.600 0.600 - 2.880

CF3 (PDC 2A) -2 0.800 0.200 - 0.320

F1 (PDC 2) -2 0.500 0.500 - 0.500

CF5 (PDC 1) -8 0.600 0.600 - 2.880

Pile Cap (PDC 1) -14 0.600 0.600 - 5.040

Pile Cap (PDC 2) -3 0.500 0.500 - 0.750

Pile Cap (PDC 2A) -2 0.800 0.300 - 0.480

Pile Cap (C1) -3 0.200 0.200 - 0.120

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Pile Cap (C3) -6 0.600 0.200 - 0.720

Pile Cap (C4) -1 0.825 0.475 - 0.392

Column's -

CF3A (PDC1) 1 2.400 3.556 8.534

CF3A (PDC1) 1 2.400 1.956 4.694

CF3A (PDC1) Bottom 2 2.400 0.900 4.320

CF3A (PDC 2A) 1 2.200 3.656 8.043

CF3A (PDC 2A) 1 2.200 1.656 3.643

CF3A (PDC 2A) Bottom 1 2.200 0.900 1.980

CF4 (PDC 2) 2 2.000 3.556 14.224

CF4 (PDC 1) 1 2.400 3.556 8.534

CF4 (PDC 1) 1 2.400 1.956 4.694

CF4 (PDC 1) Bottom 2 2.400 0.900 4.320

CF7 (PDC 1) 2 2.400 3.556 17.069

F4 (PDC 1) 1 2.400 3.606 8.654

F4 (PDC 1) 1 2.400 1.956 4.694

F4 (PDC 1) Bottom 2 2.400 0.900 4.320

CF6 (PDC 1) 2 2.400 3.556 17.069

CF6 (PDC 1) 2 2.400 1.956 9.389

CF6 (PDC 1) Bottom 4 2.400 0.900 8.640

F7 (C4) 3 2.600 1.500 11.700

F6 (C3) 1 1.600 1.500 2.400

F5 (C2) 1 2.400 1.500 3.600

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F3 (C1) 2 0.800 1.500 2.400

F2 (C3) 4 1.600 1.500 9.600

CF2 (PDC 1) 4 2.400 1.595 15.312

CF1 (PDC 1) 8 2.400 1.595 30.624

CF3 (PDC 2A) 2 2.000 1.818 7.272

F1 (PDC 2) 2 2.000 1.818 7.272

CF5 (PDC 1) 8 2.400 1.818 34.906

Pile Cap (PDC 1) 14 2.400 0.430 14.448

Pile Cap (PDC 2) 3 2.000 0.430 2.580

Pile Cap (PDC 2A) 2 2.200 0.430 1.892

Pile Cap (C1) 3 0.800 0.430 1.032

Pile Cap (C3) 6 1.600 0.430 4.128

Pile Cap (C4) 1 2.600 0.430 1.118

Bridge Beam -

CF3A Top 1 1.775 0.800 1.420

CF3A Bottom 1 1.775 0.800 1.420

CF3A Side 1 2.375 0.600 1.425

CF3A Side 2 0.800 0.600 0.960

CF4 Top 1 1.400 0.600 0.840

CF4 Bottom 1 0.800 0.600 0.480

CF4 Side 2 2.000 0.600 2.400

CF4 Side 2 0.600 0.600 0.720

F4 Top 1 1.400 0.600 0.840

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 Bottom 1 0.800 0.600 0.480

F4 Side 2 2.000 0.600 2.400

F4 Side 2 0.600 0.600 0.720

CF6 Top 2 1.400 0.600 1.680

CF6 Bottom 2 0.800 0.600 0.960

CF6 Side 4 2.000 0.600 4.800

CF6 Side 4 0.600 0.600 1.440

viii) Measurement of Bitumen (8A)

CF6 Top 1 9.000 6.205 55.845

CF6 Top 1 6.867 1.295 8.893

CF6 Side 1 33.000 0.500 16.500

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

CF7 Top 1 4.245 3.000 - 12.735

CF7 Side 1 14.490 0.500 7.245

CF4 Top 2 5.350 2.065 - 22.096

CF4 Side 2 14.830 0.500 14.830

CF3A Top 1 4.190 3.000 12.570

CF3A Top 1 2.990 3.000 8.970

CF3A Side 1 20.380 0.500 10.190

F7 Top 3 1.500 1.100 4.950

F7 Side 3 5.200 0.300 4.680

F2 Top 4 1.500 1.500 9.000

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F2 Side 4 6.000 0.450 10.800

F3 Top 2 1.000 1.000 2.000

F3 Side 2 4.000 0.450 3.600

F5 Top 1 2.000 1.200 2.400

F5 Side 1 6.400 0.450 2.880

F6 Top 1 1.800 1.200 2.160

F6 Side 1 6.000 0.450 2.700

CF1 Top 1 8.975 6.820 61.210

CF1 Side 1 31.590 0.500 15.795

CF2 Top 2 6.200 3.000 37.200

CF2 Side 2 18.400 0.500 18.400

CF5 Top 1 13.150 5.500 72.325

CF5 Side 1 37.300 0.500 18.650

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

CF3 Top 1 5.500 1.800 9.900

CF3 Side 1 14.600 0.500 7.300

Pile Cap 1 413.069 413.069

Pile Cap 1 130.553 0.600 78.332

Column's Deduction -

CF6 (PDC-01) -2 0.600 0.600 - 0.720

CF6 (PDC-01) Bottom -4 0.600 0.600 - 1.440

F4 (PDC-01) -1 0.600 0.600 - 0.360

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 (PDC-01) Bottom -2 0.600 0.600 - 0.720

CF7 (PDC-01) -2 0.600 0.600 - 0.720

CF4 (PDC-01) -1 0.600 0.600 - 0.360

CF4 (PDC-01) Bottom -2 0.600 0.600 - 0.720

CF4 (PDC-02) -2 0.500 0.500 - 0.500

CF3A (PDC-01) -1 0.600 0.600 - 0.360

CF3A (PDC-01) Bottom -2 0.600 0.600 - 0.720

CF3A (PDC-02A)Bottom -2 0.800 0.600 - 0.960

F7 (C4) -3 0.825 0.475 - 1.176

F2 (C3) -4 0.600 0.200 - 0.480

F3 (C1) -2 0.200 0.200 - 0.080

F5 (C2) -1 1.000 0.200 - 0.200

F6 (C3) -1 0.600 0.200 - 0.120

CF1 (PDC-01) -8 0.600 0.600 - 2.880

CF2 (PDC-01) -4 0.600 0.600 - 1.440

CF5 (PDC-01) -8 0.600 0.600 - 2.880

F1 (PDC-02) -2 0.500 0.500 - 0.500

CF3 (PDC-02A) -2 0.800 0.300 - 0.480

Pile Cap (PDC-01) -13 0.600 0.600 - 4.680

Pile Cap (PDC-02) -3 0.500 0.500 - 0.750

Pile Cap (PDC-02A) -2 0.800 0.300 - 0.480

Pile Cap (C1) -3 0.200 0.200 - 0.120

Pile Cap (C3) -6 0.600 0.200 - 0.720

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Pile Cap (C4) -1 0.825 0.475 - 0.392

Lift Wall Sueface -3 2.400 2.500 - 18.000

UGWT -1 4.390 1.650 - 7.244

Column's - -

CF6 (PDC-01) 2 2.400 4.258 20.438

CF6 (PDC-01) With Bridge 2 2.400 2.658 12.758

CF6 (PDC-01) Bottom 4 2.400 1.200 11.520

F4 (PDC-01) 1 2.400 5.208 12.499

F4 (PDC-01) With Bridge 1 2.400 2.658 6.379

F4 (PDC-01) Bottom 2 2.400 0.900 4.320

CF7 (PDC-01) 2 2.400 4.258 20.438

CF4 (PDC-01) 1 2.400 3.962 9.509

CF4 (PDC-01) With Bridge 1 2.400 2.362 5.669

CF4 (PDC-01) Bottom 2 2.400 0.900 4.320

CF4 (PDC-02) 2 2.000 3.962 15.848

CF3A (PDC-01) 1 2.400 3.962 9.509

CF3A (PDC-01) Bottom 2 2.400 0.900 4.320

CF3A (PDC-02A)Bottom 2 2.800 0.900 5.040

F7 (C4) 3 2.600 1.500 11.700

F2 (C3) 4 1.600 1.500 9.600

F3 (C1) 2 0.800 1.500 2.400

F5 (C2) 1 2.400 1.500 3.600

F6 (C3) 1 1.600 1.500 2.400

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF1 (PDC-01) 8 2.400 2.510 48.192

CF2 (PDC-01) 4 2.400 2.510 24.096

CF5 (PDC-01) 8 2.400 1.900 36.480

F1 (PDC-02) 2 2.000 1.900 7.600

CF3 (PDC-02A) 2 2.200 1.900 8.360

Pile Cap (PDC-01) 13 2.400 0.620 19.344

Pile Cap (PDC-02) 3 2.000 0.620 3.720

Pile Cap (PDC-02A) 2 2.200 0.620 2.728

Pile Cap (C1) 3 0.800 1.500 3.600

Pile Cap (C3) 6 1.600 1.500 14.400

Pile Cap (C4) 1 2.600 1.500 3.900

viii) Measurement of Bitumen (9A)

CF3A Top 1 6.065 3.005 18.225

CF3A Top 1 4.865 2.995 14.571

CF3A Side 1 51.130 0.500 25.565

CF4 Top 1 5.350 2.065 11.048

CF4 Side 1 14.830 0.500 7.415

CF8 Top 1 5.470 2.065 11.296

CF8 Side 1 15.070 0.500 7.535

CF7 Top 1 4.245 3.000 12.735

CF7 Side 1 14.490 0.500 7.245

F4 Top 2 3.000 3.000 18.000

F4 Side 2 12.000 0.450 10.800

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF6 Top 1 9.000 6.200 55.800

CF6 Top 1 6.870 1.295 8.897

CF6 Side 1 32.990 0.500 16.495

F7 Top 1 1.500 1.100 1.650

F7 Side 1 2.600 0.300 0.780

F2 Top 4 1.600 1.200 7.680

F2 Side 4 5.600 0.450 10.080

F3 Top 2 1.000 1.000 2.000

F3 Side 2 4.000 0.450 3.600

F5 Top 1 2.000 1.200 2.400

F5 Side 1 6.400 0.450 2.880

F6 Top 1 1.800 1.600 2.880

F6 Side 1 6.800 0.450 3.060

CF1 Top 1 8.975 6.820 61.210

CF1 Side 1 31.590 0.500 15.795

CF2 Top 2 4.600 3.000 27.600

CF2 Side 2 15.200 0.500 15.200

CF5 Top 1 5.425 4.600 24.955

CF5 Side 1 20.050 0.500 10.025

CF2A Top 2 6.500 4.000 52.000

CF2A Side 2 21.000 0.500 21.000

F1 Top 2 1.800 1.800 6.480

F1 Side 2 7.200 0.450 6.480

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CF3 Top 1 3.500 1.800 6.300

CF3 Side 1 10.600 0.500 5.300

Pile Cap Top 1 439,435,169.957 439.435

Pile Cap Side 1 128.551 0.600 77.131

Column Deduction -

CF3A (PDC-1) -2 0.600 0.600 - 0.720

CF3A (PDC-2A) 2 0.800 0.300 0.480

CF4 (PDC-2) -2 0.500 0.500 - 0.500

CF8 (PDC-1) -1 0.600 0.600 - 0.360

CF8 (PDC-1) Bottom -2 0.600 0.600 - 0.720

CF7 (PDC-1) -2 0.600 0.600 - 0.720

F4(PDC-1) -1 0.600 0.600 - 0.360

F4(PDC-1)Bottom -2 0.600 0.600 - 0.720

CF6 (PDC-1) -4 0.600 0.600 - 1.440

F7 (C4) -1 0.825 0.475 - 0.392

F2 (C3) -4 0.600 0.200 - 0.480

F3 (C1) -2 0.200 0.200 - 0.080

F5 (C2) -1 1.000 0.200 - 0.200

F6 (C3) -1 0.600 0.200 - 0.120

CF1 (PDC-1) -8 0.600 0.600 - 2.880

CF2 (PDC-1) -4 0.600 0.600 - 1.440

CF5 (PDC-1) -2 0.600 0.600 - 0.720

CF2A (PDC-1) -2 0.600 0.600 - 0.720

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F1 (PDC-2) -2 0.500 0.500 - 0.500

CF3 (PDC-2A) -2 0.800 0.300 - 0.480

Pile Cap (PDC-1) -14 0.600 0.600 - 5.040

Pile Cap (PDC-2) -3 0.500 0.500 - 0.750

Pile Cap (PDC-2A) -2 0.800 0.300 - 0.480

Pile Cap (C4) -3 0.825 0.475 - 1.176

Pile Cap (C3) -5 0.600 0.200 - 0.600

Pile Cap (C1) -3 0.200 0.200 - 0.120

Lift Wall Sueface -3 2.400 2.500 - 18.000

UGWT -1 4.390 1.650 - 7.244

Column's -

CF3A (PDC-1) 2 2.400 2.918 14.006

CF3A (PDC-2A) 2 2.200 2.618 11.519

CF4 (PDC-2) 2 2.000 2.918 11.672

CF8 (PDC-1) 1 2.400 2.918 7.003

CF8 (PDC-1) With Bridge 1 2.400 1.318 3.163

CF8 (PDC-1) Bottom 2 2.400 0.900 4.320

CF7 (PDC-1) 2 2.400 2.918 14.006

F4(PDC-1) 1 2.400 2.918 7.003

F4(PDC-1)With Bridge 1 2.400 1.318 3.163

F4(PDC-1)Bottom 2 2.400 0.900 4.320

CF6 (PDC-1) 4 2.400 2.918 28.013

F7 (C4) 1 2.600 1.500 3.900

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F2 (C3) 4 1.600 1.500 9.600

F3 (C1) 2 0.800 1.500 2.400

F5 (C2) 1 2.400 1.500 3.600

F6 (C3) 1 1.600 1.500 2.400

CF1 (PDC-1) 8 2.400 2.438 46.810

CF2 (PDC-1) 4 2.400 2.438 23.405

CF5 (PDC-1) 2 2.400 2.749 13.195

CF2A (PDC-1) 2 2.400 2.749 13.195

F1 (PDC-2) 2 2.000 2.749 10.996

CF3 (PDC-2A) 2 2.200 2.749 12.096

Pile Cap (PDC-1) 14 2.400 0.504 16.934

Pile Cap (PDC-2) 3 2.000 0.504 3.024

Pile Cap (PDC-2A) 2 2.200 0.504 2.218

Pile Cap (C4) 3 2.600 1.500 11.700

Pile Cap (C3) 5 1.600 1.500 12.000

Pile Cap (C1) 3 0.800 1.500 3.600

Bridge Beam -

CF8 Top 1 1.400 0.600 0.840

CF8 Bottom 1 0.800 0.600 0.480

CF8 Side 2 2.000 0.600 2.400

CF8 Side 2 0.600 0.600 0.720

F4 Top 1 1.400 0.600 0.840

F4 Bottom 1 0.800 0.600 0.480

 Pay Measurement Qty.
Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

F4 Side 2 0.600 0.600 0.720

F4 Side 2 2.000 0.600 2.400

Total Qty. Sqm 4,689.353 50.00%

Previous IPC - 14 Sqm 4,689.353

This Month Sqm -

 GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

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
9 Sqm 144 144
BIFLEX with Bifenthrin or DURSBIN or TENEKIL PLUS or MIRAGE ALI
AKBER ENTERPRISES or approved equivalent as per manufacturer's
specifications and instructions

i) Measurement of Termite Treatment 4A

a) CF-1 1 11.040 9.180 - - 101.347 -

2 1.290 2.150 - - - 5.547 -

2 1.290 1.270 - - - 3.277 -

ii) Measurement of Termite Treatment 3A, 5A, 6A, 7A, 8A & 9A

a) CF-1 1 7.020 9.175 - - 64.409 -

2 3.200 6.400 - - 40.960 -

Total 197.892

Applied Total Station No. 3A, 4A, 5A, 6A, 7A, 8A & 9A (Allow 33%) Sqm

Total Qty. Sqm 65.304 33.00%

Previous IPC - 14 Sqm 65.304

This Month Sqm -

 Page 167 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
B.O.Q
Item Description Unit B.O.Q V.O-5 No. Remarks
No
L W H/D no / m Area Volume

EXCAVATION, DEWATERING AND BACKFILLING

Providing and laying solid block masonry in foundation and where

10 M3 80 80
required (800 Psi minimum)

- -

- -

Total Qty. Cum -

Previous IPC - 14 Cum

This Month Cum -

 Page 168 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
11 mix according to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1 inch) and
down gauge with approved quarry of sand having 28 days
preliminary
a Columns (28 Mpa 4000 Psi) Cum 24 82

Lift Lobby No. 3 (Right Side)

Column 4 0.150 0.300 2.700 - - 0.486

Each Sub-Total of Lift Lobby Area (Right Side) 0.486

Toilet Blcok (Right Side)

Column 4 0.150 0.300 2.700 - - 0.486

Each Sub-Total of Lift Lobby Area (Right Side) 0.486

Total Each Station 0.972

Total Station (2-A to 9-A) 8 0.972 7.776

Total Qty. Cum - 0.00%

Previous IPC - 14 Cum -

This Month Cum -

 Page 169 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
11 mix according to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1 inch) and
down gauge with approved quarry of sand having 28 days
preliminary
c Beams / lintel with nibs / projection (21 Mpa 3000 Psi) Cum 8 8

Lift Lobby No. 3 (Right Side)

Horizantal Roof Beam 2 2.500 0.150 0.300 - - 0.225

Vertical Roof Beam 2 2.200 0.150 0.300 - - 0.198

Each Sub-Total of Lift Lobby Area (Right Side) 0.423

Toilet Blcok (Right Side)

Horizantal Roof Beam 2 3.050 0.150 0.300 - - 0.275

Vertical Roof Beam 2 1.025 0.150 0.300 - - 0.092

Each Sub-Total of Lift Lobby Area (Right Side) 0.367

Total Each Station 0.790

Total Station (2-A to 9-A) 8 0.790 6.320

Total Qty. Cum - 0.00%

Previous IPC - 14 Cum -

This Month Cum -

 Page 170 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUPER STRUCTURE)

Providing and laying RCC cement concrete with Betocrete G-2000 or

approved equivalent (Super plasticizer concrete admixture / retarder
mix according to supplier instruction) where required using OPC
cement & approved quarry of crushed stone 25 mm (1 inch) and
11 down gauge with approved quarry of sand having 28 days
preliminary cylindrical crushing strength as below mentioned in all
Rcc members including the cost of fixing & removing of approved
water tight form work, mechanically vibrating, leveling, compacting,
construction joints and curing etc

d Slab i/c Projections (21 Mpa 3000 Psi) Cum 8 40

Lift Lobby No. 3 (Right Side)

Slab 1 2.500 2.500 0.150 - - 0.938

Each Sub-Total of Lift Lobby Area (Right Side) 0.938

Toilet Blcok (Right Side)

Slab 1 3.050 1.325 0.150 - - 0.606

Each Sub-Total of Lift Lobby Area (Right Side) 0.606

Total Each Station 1.544

Total Station (2-A to 9-A) 8 1.544 12.352

Total Qty. Cum - 0.00%

Previous IPC - 14 Cum -

This Month Cum -

 Page 171 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUPER STRUCTURE)

Providing, making and fixing RCC Pre-Cast members including

reinforcement bars, having preliminary cylindrical crushing strength
as specified below (with water-tight Fair faced form work), fixing
12
mortar 1:4, fixed on specified location, maintaining proper line &
level etc., at any height & any floor where required, as per drawing
maintaining proper level etc

a Slab i/c Projections (21 Mpa 3000 Psi) Cum 8 40

ii) Measurement of Slab Concrete

Lift-Pit 1, 2

Top Slab (3 no x 8 no Station) 24 2.400 2.300 0.300 - - 39.744

48 2.400 0.200 0.180 4.147

48 1.900 0.200 0.180 3.283

Total Qty. Cum 47.174 100.00%

Previous IPC - 14 Cum 44.815

This Month Cum 2.359

 Page 172 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

CONCRETE WORKS (SUPER STRUCTURE)

Providing, making and fixing RCC Pre-Cast members including

reinforcement bars, having preliminary cylindrical crushing strength
12
as specified below (with water-tight Fair faced form work), fixing
mortar 1:4, fixed on specified location, maintaining proper line &
level etc
b RCC Pre-Cast Beams (21 Mpa 3000 Psi) Cum 16 425

i) Measurement of Lift Wall Concrete Station 2-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.539 - - 9.907

Short Wall 2 1.882 0.200 10.539 - - 7.934

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.539 - - 9.907

Short Wall 2 1.882 0.200 10.539 - - 7.934

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 11.023 - - 10.362

Short Wall 2 1.882 0.200 11.023 - - 8.298

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 3-A

 Page 173 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.492 - - 9.862

Short Wall 2 1.882 0.200 10.492 - - 7.898

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.492 - - 9.862

Short Wall 2 1.882 0.200 10.492 - - 7.898

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 11.023 - - 10.362

Short Wall 2 1.882 0.200 11.023 - - 8.298

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 4-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.112 - - 8.565

Short Wall 2 1.882 0.200 9.112 - - 6.860

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.112 - - 8.565

Short Wall 2 1.882 0.200 9.112 - - 6.860

Less Opening -2 1.150 0.200 2.250 - - - 1.035

 Page 174 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.282 - - 9.665

Short Wall 2 1.882 0.200 10.282 - - 7.740

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 5-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 8.825 - - 8.296

Short Wall 2 1.882 0.200 8.825 - - 6.643

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 8.825 - - 8.296

Short Wall 2 1.882 0.200 8.825 - - 6.643

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.218 - - 9.605

Short Wall 2 1.882 0.200 10.218 - - 7.692

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 6-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.691 - - 9.110

Short Wall 2 1.882 0.200 9.691 - - 7.295

 Page 175 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.691 - - 9.110

Short Wall 2 1.882 0.200 9.691 - - 7.295

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 11.516 - - 10.825

Short Wall 2 1.882 0.200 11.516 - - 8.669

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 7-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.908 - - 9.314

Short Wall 2 1.882 0.200 9.908 - - 7.459

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.908 - - 9.314

Short Wall 2 1.882 0.200 9.908 - - 7.459

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.032 - - 9.430

Short Wall 2 1.882 0.200 10.032 - - 7.552

 Page 176 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 8-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.863 - - 9.271

Short Wall 2 1.882 0.200 9.863 - - 7.425

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.863 - - 9.271

Short Wall 2 1.882 0.200 9.863 - - 7.425

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.790 - - 10.143

Short Wall 2 1.882 0.200 10.790 - - 8.123

Less Opening -2 1.150 0.200 2.250 - - - 1.035

i) Measurement of Lift Wall Concrete Station 9-A

Lift Pit -2 Station L/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.681 - - 9.100

Short Wall 2 1.882 0.200 9.681 - - 7.288

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -2 Station R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 9.681 - - 9.100

 Page 177 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit B.O.Q V.O-5 No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

Short Wall 2 1.882 0.200 9.681 - - 7.288

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Lift Pit -1 Pedestrian R/S (Plinth Level to Roof)

Long Wall 2 2.350 0.200 10.731 - - 10.087

Short Wall 2 1.882 0.200 10.731 - - 8.078

Less Opening -2 1.150 0.200 2.250 - - - 1.035

Total Pedestrian Bridge Lifts (2A to 9A) 384.542

Total Qty. Cum 382.010 99.34%

Previous IPC - 14 Cum 382.010

This Month Cum -

 Page 178 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Volume/ Remarks
No Area
L W H/D no / m Weight
(m2)
(m3)
STEEL REINFORCEMENT BARS

Providing, supplying, straightening, cutting, bending,

fabricating, placing and installing / binding in position etc.,
straight or curved deformed steel bar reinforcement having
13 minimum yield strength 414 Mpa (60 ksi or 60,000 Psi),
including cost of G.I binding wire 18 SWG, chairs, wastages,
precast c.c. spacers and welding where required to be followed
ASTM A615 standard

a Super-Structure M.Ton 168

i) Reinforcement of Precast Lift

a.1) (Lift Pit-1) 1 2.537 2.537

a.2) Median Side (Lift Pit-2) 1 2.378 2.378

a.3) Right Side (Lift Pit-1) 1 2.537 2.537

Each Pedestrian Bridge Lift Reinforcement 7.452

Total 8 7.452 59.616

Total Qty. M.Ton - 100%

Previous IPC - 14 M.Ton -

This Month M.Ton -

 Page 179 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position Steel Structure works having minimum yield strength of 36
ksi, all structural steel members consisting of (H, I or W sections,
angles, tubes, beams, channels, base plate, MS sheets, stiffener
14
plate, MS pipe, MS post, MS bar, anchors bolts, rawal bolts, J bolts,
nuts, washer) or where required with (epoxy painted as per
specification). and confirming to ASTM A36, ASTM A325 or equivalent,
ASTM A307, ASTM A563, ASTM A570
For Pedestrian Bridge ( including Deck & Columns, Railling & Canopy,
a Kg. 1,644,000
Gutter Tray & Flashing and Lift Columns )

i) Pedestrian Bridge Type - 2-A 1 211,082.000

ii) Pedestrian Bridge Type - 3-A 1 231,625.000

iii) Pedestrian Bridge Type - 4-A 1 254,075.000

iv) Pedestrian Bridge Type - 5-A 1 257,160.010

v) Pedestrian Bridge Type - 6-A 1 237,408.000

vi) Pedestrian Bridge Type - 7-A 1 239,984.000

vii) Pedestrian Bridge Type - 8-A 1 241,152.000

viii) Pedestrian Bridge Type - 9-A 1 287,514.000

Total Pedestrian Bridge Weight 1,960,000.000 97.00% 1,901,200.00

Total Qty. Kg. 1,901,200.00

Previous IPC - 14 Kg. 1,901,200.00

This Month Kg. -

 Page 180 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

STEEL STRUCTURE (Excluding Chequered Plate & Corrugated Sheet)

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position Steel Structure works having minimum yield strength of
36 ksi, all structural steel members consisting of (H, I or W sections,
angles, tubes, beams, channels, base plate, MS sheets, stiffener
14
plate, MS pipe, MS post, MS bar, anchors bolts, rawal bolts, J bolts,
nuts, washer) or where required with (epoxy painted as per
specification). and confirming to ASTM A36, ASTM A325 or
equivalent, ASTM A307, ASTM A563, ASTM A570

b For Steel Staircase with canopy of steel structure for Escalato Kg. 372,000

i) Pedestrian Bridge Staircase Type - 2-A 1 23,763.00

ii) Pedestrian Bridge Staircase Type - 3-A 1 23,905.00

iii) Pedestrian Bridge Staircase Type - 4-A 1 21,111.00

iv) Pedestrian Bridge Staircase Type - 5-A 1 20,734.00

v) Pedestrian Bridge Staircase Type - 6-A 1 24,738.00

vi) Pedestrian Bridge Staircase Type - 7-A 1 24,124.00

vii) Pedestrian Bridge Staircase Type - 8-A 1 22,486.00

viii) Pedestrian Bridge Staircase Type - 9-A 1 23,844.00

Total Pedestrian Bridge Staircase Weight 184,705.00 - 85.00% 156,999.250

c) Plates, Bolt Nut & Washer Weight

vi) Anchor Bolts Hot Dip Galvanized 25 mm dia 1100 mm Length 100
4,392 5.500 24,156.00
mm Thread, 150 mm L-with Two Nuts and Washer
 Page 181 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

vii) Anchor Bolts Hot Dip Galvanized 20 mm dia 1300 mm Length

1056 2.450 2,587.20
150 mm Thread, 150 mm L-with Two Nuts and Washer

viii) Embedded Plates Hot Dip Galvanized 550 mm x 550 mm x 30

366 71.227 26,069.18
mm
ix) Embedded Plates Hot Dip Galvanized 450 mm x 450 mm x 30
48 47.688 2,289.00
mm

x) MS Template 5 mm x 300 mm x 800 mm 48 9.500 456.00

Total Each Station 55,557.38 97.00% 53,890.660

Total Qty. Kg. 210,889.910

Previous IPC - 14 Kg. 210,889.910

This Month Kg. -

 Page 182 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Measurement Qty.
Item
Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position M.S Chequered Plate from approved manufacture having
15 minimum yield strength of 36 ksi, or where required and confirming
to ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM A563,
ASTM A570

a For Pedestrian Bridge Kg. 246,000

i) Pedestrian Bridge Type - 2-A 1 19,158.0 92.62% 17,744.132

ii) Pedestrian Bridge Type - 3-A 1 24,120.0 92.62% 22,339.934

iii) Pedestrian Bridge Type - 4-A 1 28,416.0 92.62% 26,318.888

iv) Pedestrian Bridge Type - 5-A 1 27,927.00 92.62% 25,865.976

v) Pedestrian Bridge Type - 6-A 1 21,679.00 92.62% 20,079.081

vi) Pedestrian Bridge Type - 7-A 1 25,441.00 92.62% 23,563.444

vii) Pedestrian Bridge Type - 8-A 1 24,093.00 92.62% 22,314.927

viii) Pedestrian Bridge Type - 9-A 1 26,269.00 92.62% 24,330.337

Total Pedestrian Bridge Weight 197,103 182,556.720

Total Qty. Kg. 182,556.720

Previous IPC - 14 Kg. 182,556.720

This Month Kg. -

 Page 183 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position M.S Chequered Plate from approved manufacture having
15 minimum yield strength of 36 ksi, or where required and confirming
to ASTM A36, ASTM A325 or equivalent, ASTM A307, ASTM A563,
ASTM A570

b For Steel Staircase with canopy of steel structure for Escalator Kg. 78,000

i) Pedestrian Bridge Staircase Type - 2-A 1 4,814.0

ii) Pedestrian Bridge Staircase Type - 3-A 1 4,810.0

iii) Pedestrian Bridge Staircase Type - 4-A 1 4,564.00

iv) Pedestrian Bridge Staircase Type - 5-A 1 4,467.00

v) Pedestrian Bridge Staircase Type - 6-A 1 4,878.00

vi) Pedestrian Bridge Staircase Type - 7-A 1 4,630.00

vii) Pedestrian Bridge Staircase Type - 8-A 1 4,810.00

viii) Pedestrian Bridge Staircase Type - 9-A 1 4,810.00

Total Pedestrian Bridge Staircase Weight 37,783 67.00% 25,315.550

Total Qty. Kg. 25,315.550

Previous IPC - 14 Kg. 25,315.550

This Month Kg. -

 Page 184 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position G.I Corrugated Sheet (Prepainted) having minimum yield
strength of 36 ksi, or where required and confirming to ASTM A36,
ASTM A325 or equivalent, ASTM A307, ASTM A563, ASTM A570,
including cost of J hooks and bolts in any floor, including the cost of
16
scaffolding, platforms & winches etc. The contractor shall submit
coordinated and checked shop drawings (without any additional cost)
for approval prior to the start of the work etc. complete in all respects
as per drawing, standard , specifications and as directed by the
Engineer.

a For Pedestrian bridge Kg. 246,000

i) Pedestrian Bridge Staircase Type - 2-A 1

ii) Pedestrian Bridge Staircase Type - 3-A 1

iii) Pedestrian Bridge Staircase Type - 4-A 1

iv) Pedestrian Bridge Staircase Type - 5-A 1

v) Pedestrian Bridge Staircase Type - 6-A 1

vi) Pedestrian Bridge Staircase Type - 7-A 1

vii) Pedestrian Bridge Staircase Type - 8-A 1

 Page 185 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

viii) Pedestrian Bridge Staircase Type - 9-A 1

Total Pedestrian Bridge Staircase Weight - -

Total Qty. Kg. -

Previous IPC - 14 Kg.

This Month Kg. -

 Page 186 of 187

GREEN LINE BUS RAPID TRANSIT SYSTEM FROM KESC POWER SURJANI TO MUNCIPAL PARK, SADDAR KARACHI

CONTRACT PACKAGE # KAR/BRTS/GL/6

Measurement Sheet
Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

MS CHEQUERED PLATE

Providing, cutting, fabricating, erecting, placing and installing, fixing

in position G.I Corrugated Sheet (Prepainted) having minimum yield
strength of 36 ksi, or where required and confirming to ASTM A36,
ASTM A325 or equivalent, ASTM A307, ASTM A563, ASTM A570,
including cost of J hooks and bolts in any floor, including the cost of
16
scaffolding, platforms & winches etc. The contractor shall submit
coordinated and checked shop drawings (without any additional cost)
for approval prior to the start of the work etc. complete in all respects
as per drawing, standard , specifications and as directed by the
Engineer.

b For Steel Staircase with canopy of steel structure for Escalator kgs 78,000

i) Pedestrian Bridge Staircase Type - 2-A 1

ii) Pedestrian Bridge Staircase Type - 3-A 1

iii) Pedestrian Bridge Staircase Type - 4-A 1

iv) Pedestrian Bridge Staircase Type - 5-A 1

v) Pedestrian Bridge Staircase Type - 6-A 1

vi) Pedestrian Bridge Staircase Type - 7-A 1

vii) Pedestrian Bridge Staircase Type - 8-A 1

 Page 187 of 187

Type-A : a) Structre Work (Pedestrian Bridge)

Pay Measurement Qty.

Item Item Description Unit BOQ No. Remarks
No Area Volume
L W H/D no / m
(m2) (m3)

viii) Pedestrian Bridge Staircase Type - 9-A 1

Total Pedestrian Bridge Staircase Weight - -

Total Qty. Kg. -

Previous IPC - 14 Kg.

This Month Kg. -