Project Title: Khan Abdul Wali Khan Bypass Road, Chitral

Contractor: Shaheen Construction (jv)Mesasurement Sheet

S.No Item Description Nos Length (Width/Dia (Height (Quantity Unit QuantityUnit

1 Structural Excavationa Near Chew Bridge 259.5 (7+4+5)/3 9.0 12456.0 Ft3 352.7 M3b Near chainage 0+150 200 (18+20)/2 30.0 114000.0 Ft3 3227.5 M3c Near graveyard, chainage 0+200 100 22 33.3 73333.3 Ft3 2076.2 M3d At Grade near PTDC Ch 0+390 1 130 (6+8)/2 11.0 10010.0 Ft3 283.4 M3e For Pipe Culvertsi at Ch 0+010 1 48 5 4.0 960.0 Ft3 27.2 M3ii at Ch 0+225 1 54 5 4.0 1080.0 Ft3 30.6 M3iii at Ch 0+280 1 66 5 4.0 1320.0 Ft3 37.4 M3iv at Ch 0+600 1 54 5 4.0 1080.0 Ft3 30.6 M3v at Ch 0+700 1 60 5 4.0 1200.0 Ft3 34.0 M3vi at Ch 0+775 1 54 5 4.0 1080.0 Ft3 30.6 M3vii at Ch 0+970 1 60 5 4.0 1200.0 Ft3 34.0 M3viii at Ch 1+035 1 54 5 4.0 1080.0 Ft3 30.6 M3ix at Ch 1+080 1 50 5 4.0 1000.0 Ft3 28.3 M3x at Ch 1+210 1 60 5 4.0 1200.0 Ft3 34.0 M3xi at Ch 1+270 1 48 5 4.0 960.0 Ft3 27.2 M3e Total Structural Excavation 221959.3 Ft3 6284.1 M32 Lean Concrete (PCC 1:4:8)a Near Chew Bridge 1 13.5 6 1.0 81.0 Ft3 2.3 M3b Near Chew Bridge 2 76 4 1.0 304.0 Ft3 8.6 M3c Near Chew Bridge 3 170 7 1.8 2082.5 Ft3 59.0 M3d Near graveyard, chainage 0+200 98 18.5 2.0 3626.0 Ft3 102.7 M3e At Grade near PTDC Ch 0+390 1 131 5.625 1.3 921.1 Ft3 26.1 M3f Total Lean Concrete (PCC 1:4:8) 7014.6 Ft3 198.6 M3

3

a Near Chew Bridge 1 13.5 3.375 11.0 501.2 Ft3 14.2 M3b Near Chew Bridge 2 76 2.5 2.8 522.5 Ft3 14.8 M3c Near Chew Bridge 3 170 3.75 11.5 7331.3 Ft3 207.6 M3d Total RRM 8354.9 Ft3 236.5 M34 PCC (1:3:6) with 40% Bouldersa Near graveyard, chainage 0+200b 1st Step 41 18 2.7 1963.1 Ft3 55.6 M3c 2nd Step 42.6 17 3.0 2172.6 Ft3 61.5 M3d 3rd Step 77.6 16 3.0 3724.8 Ft3 105.5 M3e 4th Step 80 14 3.0 3360.0 Ft3 95.1 M3f 5th Step 100 12 2.5 3032.0 Ft3 85.8 M3g Retaining Wall Ch 0+275h 1st Step 93.5 16 2.5 3740.0 Ft3 105.9 M3i 2nd Step 96 14.5 2.5 3480.0 Ft3 98.5 M3j 3rd Step 98 13.5 2.5 3307.5 Ft3 93.6 M3k 4th Step 102.5 12.5 2.5 3203.1 Ft3 90.7 M3l 5th Step 107 11.5 2.5 3076.3 Ft3 87.1 M3

m 6th Step 110 10.5 2.7 3072.3 Ft3 87.0 M3n Total PCC (1:3:6) with 40% Boulders 34131.7 Ft3 966.3 M35 Dry Masonarya Near graveyard, chainage 0+200b 1st Step 103 9 3.5 3244.5 Ft3 91.9 M3c 2nd Step 106 8 4.3 3604.0 Ft3 102.0 M3d 3rd Step 107.5 6.5 4.0 2795.0 Ft3 79.1 M3e Retaining Wall Ch 0+275f 1st Step 112.6 9.5 3.5 3744.0 Ft3 106.0 M3g 2nd Step 115 8.5 4.0 3910.0 Ft3 110.7 M3h 3rd Step 113 6.5 4.5 3268.5 Ft3 92.5 M3i Total Dry Masonary 20566.0 Ft3 582.3 M36 PCC (1:3:6) as in Bonds & Copinga Near graveyard, chainage 0+200i 1st 103 9 1.0 927.0 Ft3 26.2 M3ii 2nd 106 8 1.0 848.0 Ft3 24.0 M3iii 3rd 107.5 6.5 1.0 698.8 Ft3 19.8 M3b Retaining Wall Ch 0+275i 1st 112.6 9.5 1.0 1069.7 Ft3 30.3 M3ii 2nd 115 8.5 1.0 977.5 Ft3 27.7 M3iii 3rd 113 6.5 1.0 734.5 Ft3 20.8 M3iv Deduction for Culvert 10.5 6.5 1.0 68.3 Ft3 1.9 M3C Near Chew Bridge RW 259.5 2 0.3 171.3 Ft3 4.8 M3d Near PTDC at Grade RW 130 3 0.5 195.0 Ft3 5.5 M3

Random Rubble Masonry (RRM) in Cement Sand Mortar 1:3

e Total PCC (1:3:6) 5553.5 Ft3 157.2 M37 Shutteringa Near graveyard, chainage 0+200b 1st Step 1 41 2.7 109.1 Ft3 3.1 M3c 2nd Step 1 42.6 3.0 127.8 Ft3 3.6 M3d 3rd Step 1 77.6 3.0 232.8 Ft3 6.6 M3e 4th Step 2 80 3.0 480.0 Ft3 13.6 M3f 5th Step 2 100 2.5 505.3 Ft3 14.3 M3g Retaining Wall Ch 0+275h 1st Step 1 93.5 2.5 233.8 Ft3 6.6 M3i 2nd Step 1 96 2.5 240.0 Ft3 6.8 M3j 3rd Step 1 98 2.5 245.0 Ft3 6.9 M3k 4th Step 2 102.5 2.5 512.5 Ft3 14.5 M3l 5th Step 2 107 2.5 535.0 Ft3 15.1 M3

m 6th Step 2 110 2.7 585.2 Ft3 16.6 M3n PCC (1:3:6) in Bondso Near graveyard, chainage 0+200p 1st 2 103 1.0 206.0 Ft3 5.8 M3q 2nd 2 106 1.0 212.0 Ft3 6.0 M3r 3rd 2 107.5 1.0 215.0 Ft3 6.1 M3s Retaining Wall Ch 0+275t 1st 2 112.6 1.0 225.2 Ft3 6.4 M3u 2nd 2 115 1.0 230.0 Ft3 6.5 M3v 3rd 2 113 1.0 226.0 Ft3 6.4 M3w Deduction for Culvert 2 10.5 1.0 21.0 Ft3 0.6 M3x Total Shuttering 5099.6 Ft3 144.4 M38 Backfillinga Near Chew Bridge behind RRM wall 1 200 3 11.0 6600.0 Ft3 186.9 M3b Near graveyard, chainage 0+200 b 1 108 15 25.0 40500.0 Ft3 1146.6 M3c Already Constructed RW Ch 0+225 1 166 18 10.0 29880.0 Ft3 846.0 M3d RW at Ch 0+275 1 20 3.25 20.0 1300.0 Ft3 36.8 M3e RW at Ch 0+275 1 93 17.5 20.0 32550.0 Ft3 921.5 M3f At Grade near PTDC Ch 0+390 1 130 5 9.5 6175.0 Ft3 174.8 M3g Total Backfilling 117005.0 Ft3 3312.6 M39 Pipe Culvertsa at Ch 0+010 1 48 2 50.0 Rft 1.4 Mb at Ch 0+225 1 54 2 54.0 Rft 1.5 Mc at Ch 0+280 1 66 2 66.0 Rft 1.9 Md at Ch 0+600 1 54 2 54.0 Rft 1.5 Me at Ch 0+700 1 60 2 60.0 Rft 1.7 Mf at Ch 0+775 1 54 2 54.0 Rft 1.5 Mg at Ch 0+970 1 60 2 60.0 Rft 1.7 Mh at Ch 1+035 1 54 2 54.0 Rft 1.5 Mi at Ch 1+080 1 50 2 50.0 Rft 1.4 Mj at Ch 1+210 1 60 2 60.0 Rft 1.7 Mk at Ch 1+270 1 48 2 48.0 Rft 1.4 Ml Total Pipe Culvert Length 610.0 Rft 185.9 M

10 PCC (1:3:6) For Culvertsa at Ch 0+010i at top and Bottom 2 48 4 1.0 384.0 Ft3 10.9 M3ii at Sides 2 48 1 2.0 192.0 Ft3 5.4 M3b at Ch 0+225i at top and Bottom 2 54 4 1.0 432.0 Ft3 12.2 M3ii at Sides 2 54 1 2.0 216.0 Ft3 6.1 M3c at Ch 0+280i at top and Bottom 2 66 4 1.0 528.0 Ft3 14.9 M3ii at Sides 2 66 1 2.0 264.0 Ft3 7.5 M3d at Ch 0+600i at top and Bottom 2 54 4 1.0 432.0 Ft3 12.2 M3ii at Sides 2 54 1 2.0 216.0 Ft3 6.1 M3e at Ch 0+700i at top and Bottom 2 60 4 1.0 480.0 Ft3 13.6 M3ii at Sides 2 60 1 2.0 240.0 Ft3 6.8 M3f at Ch 0+775i at top and Bottom 2 54 4 1.0 432.0 Ft3 12.2 M3ii at Sides 2 54 1 2.0 216.0 Ft3 6.1 M3

at Ch 0+970

g at top and Bottom 2 60 4 1.0 480.0 Ft3 13.6 M3i at Sides 2 60 1 2.0 240.0 Ft3 6.8 M3h at Ch 1+035i at top and Bottom 2 54 4 1.0 432.0 Ft3 12.2 M3ii at Sides 2 54 1 2.0 216.0 Ft3 6.1 M3(i) at Ch 1+080i at top and Bottom 2 50 4 1.0 400.0 Ft3 11.3 M3ii at Sides 2 50 1 2.0 200.0 Ft3 5.7 M3j at Ch 1+210i at top and Bottom 2 60 4 1.0 480.0 Ft3 13.6 M3ii at Sides 2 60 1 2.0 240.0 Ft3 6.8 M3k at Ch 1+270i at top and Bottom 2 48 4 1.0 384.0 Ft3 10.9 M3ii at Sides 2 48 1 2.0 192.0 Ft3 5.4 M3l Total PCC (1:3:6) for Culverts 7296.0 Ft3 206.6 M3

11 Removing Unsuitable Materialsa at top of Grade Near PTDC Ch 0+50 1 40 30 5.0 6000.0 Ft3 169.9 M3b Near Saw Machine Ch 0+700 1 50 20 3.0 3000.0 Ft3 84.9 M3c Total Unsuitable Material Removal 9000.0 Ft3 254.8 M3

12 Clearing and Grubinga From Grade to Old Mastuj Ada 1 3936 50 196800.0 FT2 18293.4 M2

13 Subgrade Preparation a in Rocky Material from 0+00 TO 0+ 1 1148 50 57400.0 FT2 5335.6 M2b In Common Material from 0+00 to 1 3017 50 150850.0 FT2 14022.1 M2c Total Sub Grade Preparation 208250.0 FT2 19357.7 M2

14 Dismantlinga Plain Cement Concrete (1:4:8) 40 16 14 0.5 4480.0 Ft3 126.8 M3b PCC(1:2:4) 40 16 14 0.3 2240.0 Ft3 63.4 M3c Stone Masonary 30 16 14 1.5 10080.0 Ft3 285.4 M3i 1 348 8 1.5 4176.0 Ft3 118.2 M3ii 60 14 9 2.0 15120.0 Ft3 428.1 M3iii 60 16 9 2.0 17280.0 Ft3 489.2 M3iv Total Stone Masonary 46656.0 Ft3 1320.9 M3d Block Masonary 80 14 9 0.8 7560.0 Ft3 214.0 M3e RCC (Slab) 20 14 16 0.4 1881.6 Ft3 53.3 M3f RCC (Column) 80 1 0.75 10.0 600.0 Ft3 17.0 M3g RCC (Beams) long side 40 16 1 1.0 640.0 Ft3 18.1 M3h RCC (Beams) Short Side 40 14 1 1.0 560.0 Ft3 15.9 M3i Total RCC Dismantling 3681.6 Ft3 104.2 M3

Project Title: Khan Abdul Wali Khan Bypass Road, ChitralContractor: Shaheen Construction Company (jv)

Mesasurement Sheet (Average Area Method)S.No Chainage Item Description Nos

15 Cutting in Shingle Gravela At Grade near PTDC Ch 0+390(i) 0+381 1(ii) 0+400 1(iii) 0+425 1(iv) 0+450 1b Bed Cut at Top of Grade 1(i) 0+450 1(ii) 0+467 1(iii) 0+477 1c Total Cutting in Shingle Gravel

16 Cutting in Rocky Material a Near Chew Bridge(i) 0+00 1(ii) 0+017 1b Total Cutting in Rocky Material 17 Coarse Rubble Masonarya Near PTDC at Grade Ch 0+390(i) 1(ii) 1(iii) 1(iv) 1b Total Coarsed Rubble Masonary

Project Title: Khan Abdul Wali Khan Bypass Road, ChitralContractor: Shaheen Construction Company (jv)

Mesasurement Sheet (Average Area Method)Length (Ft) W1(Ft) W2(Ft) Av.Weidth H1(Ft) H2(Ft)

0 40 40 40 5 9.562.4 41 41 41 3 8

82 50 50 50 9 482 50 50 50 12 25

0 50 50 50 7 2555.8 50 50 50 9 22

32.81 50 50 50 6 8

0 25 30 27.5 4551 21 27 24 91

0 3 3 3 1 133 4 3 3.5 5 538 5 3 4 8 859 6 3 4.5 15 15

Project Title: Khan Abdul Wali Khan Bypass Road, ChitralContractor: Shaheen Construction Company (jv)

Mesasurement Sheet (Average Area Method)Av.Height Area(Ft2) Av.Area(Ft2) Volume(M3)

7.25 290 0 05.5 225.5 257.75 455.3551711456.5 325 275.25 639.010786784

18.5 925 625 1450.97817163462.5

16 800 400 015.5 775 787.5 1244.08991818

7 350 562.5 522.5113954874311.9454432

45 1237.5 0 091 2184 1710.75 2470.15231732

2470.15231732

1 3 0 05 17.5 10.25 9.57645593278 32 24.75 26.6272189349

15 67.5 49.75 83.1021205515119.30579542

Contractor: Shaheen Construction Company (jv)Project Title: Khan Abdul Wali Khan ByPass Road Chitral

Abstract of CostS.No Description of Item CSR No Location

1 03-12-d Ch 0+00 to 0+017

203-11-b Ch 0+00 to 0+017

3 03-09-a

403-09-a

5 03-60-b

6 03-59-a

7

8 03-60-d Behind Retaining Walls9 Lean Concrete PCC (1:4:8) 06-40-j In foundation

10 06-05-h In Bonds and Coping

11 08-10-a In Bonds and Coping

1206-36-b In Mass Concrete (RW)

13 RRM Dry 08-01-a In RW

14 08-01-d-01

15 08-02-d-01

Excavation in hard rock requird blasting : Grade IVRock Excavation, Medium hard rock, requiring occasional blastingExcavation in shingle or gravel formation (Cutting)

At Grade Near PTDC Ch 0+375

Excavation in shingle or gravel formation (Excavation) For Retaining Walls and CulvertsStructural Excavation in Rock Material

For Retaining Walls and Culverts

Removing of Unsuitable Material

Slushy material at Ch 0+500 & 0+700

Transportation of earth all types

3-17-b, 3-18-a, 03-18-b

i) rocky material at chew bridge ii)structural excavation at grade near PTDC iii) Cutting at grade near PTDC iv) Slushy Material v)Remaining Quantities in IPC 04

Structural Backfill using Granular Material

Plain Cement Concrete (Ratio 1:3:6)Extra labour for coping & caps etcPCC 1:3:6 in mass concrete less formwork using 40% boulders

Random Rubble Masonary in CSM 1:3

In RW near Chew Bridge

Coarsed Rubble Masonary in CSM 1:3

At Grade Near PTDC Ch 0+375

1608-08-

17 06-38-b

18 04-19-a

1904-3-

2004-14-

21 04-19-c22 Dismantling RCC 04-20-

2316-23-b In Culvert

24 PCC 1:3:6 06-05-h For Culverts

25 Cleaning and Grubbing 03-56-

26 03-62-a Upto Ch 1+300

27 03-62-b Upto Ch 1+300Total

Add cost factor @ 15 % NET AMOUNT FOR THIS IPC

Extra labour on items 08-03-a-01 to 08-06-b-03 for every 5' additional height, other than building

In Dry, CR (1:3) and RRM (1:3)

Erecting & removing formwork to concrete

Mass Concrete and Bonds

Dismantling : Plain Cement Concrete 1:4:8

Dismantling stone masonry in lime or cement mortar

Dismantling cement block masonryDismantling : Plain Cement Concrete 1:2:4

Reinforced Concrete Pipe Culvert (AASHTO M-170) Dia: 610mm

Road new alignment upto 1+300

Sub Grade Preparation in Earth CutSub Grade Preparation in Rock Cut

Contractor: Shaheen Construction Company (jv)Project Title: Khan Abdul Wali Khan ByPass Road Chitral

Abstract of CostMeasurement Sheet Ref QTY Units Rate Amount

70 % of 16 b 1729.10662 M3 370.81 641170.0265494

30% of 16 b 741.045695 M3 341.67 253193.0826774

15 c 4311.94544 M3 187.2 807196.1869709

50 % of 1 e 3142.03071 M3 187.2 588188.1486934

50 % of 1 e 3142.03071 M3 857.77 2695139.681115

11 c 254.805923 M3 196.77 50138.16143371

24870.3045 M3 213.81 5317519.803665

8 g 3312.61856 M3 1,080.94 3580741.9014182 f 198.595559 M3 3,163.59 628274.9254427

6 e 157.228561 M3 3,477.21 546716.7242915

M3 4,160.07

4 n 966.327539 M3 2,440.84 2358650.9099465 i 582.259138 M3 1,596.12 929355.4547436

3 d 236.543062 M3 3,761.90 889851.3456938

17 b 119.305795 M3 3,862.02 460761.3680247

16 b1 d15 c11 c

IPC 04 Page 7 i.e 45 % of Total Cutting (45 % of

39000 M3)

6e & Quantities in IPC 01 to 04

M3 202.53

7 x 144.379925 M2 306.59 44265.44122665

14 a 126.836726 M3 541.9 68732.82183404

14 c (iv) 1320.9139 M3 295.58 390435.7317177

14 d 214.036975 M3 369.48 79082.38158603

14 b 63.418363 M3 1,083.81 68733.4560176714 i 104.232609 M3 1,773.50 184856.5329407

9 l 185.918927 M 1,990.08 369993.538555310 l 206.562668 M3 3,477.21 718261.7751479

12a 18293.3631 M2 14.29 261412.1583938

13 b 14022.1231 M2 22.67 317881.5300242

13a 5335.56423 M2 55.48 296017.1035508Total 22546570.19166

Add cost factor @ 15 % 3381985.528749 NET AMOUNT FOR THIS IPC 25928555.72

5 i3 d

Quantities in IPC 03 & 04

Measurement Sheet VolMeasurement Sheet Av.AreaAbstract of Cost