1. Cost Breakdown for ANP Headquarter District Qarghayi Laghman
S/No Items description Unit Quantity Actual cost 15% District %5 Cost/Unit $ Total Cost $ Remark
ANP Head Quarter Main buildng
1 Excavation for foundation of pile and walls 243.2 6 0.9 6 1459.2
2 Gravel paving under PCC or top of soil 30.4 12 3.6 16 486.4
3 PCC M100 under RCC foundation 31.35 95 28.5 100 3135
4 RCC foundation M300 102.07 225 67.5 220 22454.96
5 RCC ring beams for foundation M300 28.63 230 69 220 6299.26
6 RCC RB-1 and RB-2 for first floor M300 129.32 230 69 220 28451.17
7 RCC RB-1 and RB-2 fordinning room M300 24.84 230 69 220 5465.35
8 RCC for first floor GB-2 77.43 230 69 220 17033.5
9 RCC slab M300 60.8 230 69 220 13376
10 RCC slab for dinning room M300 12.92 230 69 220 2842.4
11 RCC parapet M300 11.4 230 69 220 2508
12 RCC for column of building M300 21.85 230 69 220 4807
13 RCC column for dinning room M300 10.77 230 69 220 2370.06
14 Rooms filling and compaction by mud 190 3 0.9 4 760
15 Rooms filling and compaction by boulder 25 cm 114 8 2.4 10 1140
16 Rooms filling and compaction by gravel 5 cm 30.4 12 3.6 16 486.4
17 Floor insulation work 380 5 1.5 6 2280 1
18 Floor concrete M150 (PCC) thic 10 cm 38 120 36 150 5700
19 RCC foundation under CMU walls 57 230 69 220 12540
20 CMU interior and exterior walls 264.1 40 12 50 13205
21 RCC for inside CMU 104.5 230 69 170 17765
22 Doors installation 107.35 50 15 65 6977.75
23 Windows installation 77.9 100 30 80 6232
25 Plastering for building interior walls 1219.8 7 2.1 6 7318.8
26 Plastering for buildin ceilling 697.3 8 2.4 7 4881.1
27 Plastering for building exterior 750.5 10 3 9 6754.5
28 Roof insulation with pices of fire brick 57 50 15 50 2850
29 PCC top of fire brick pices on roof 47.5 120 36 100 4750
30 Metalic roof from 24 gauge metal sheet 684 40 12 52 35568
31 Interior Painting( water based emoltion mixed paint) 1897.15 6 1.8 5 9485.75
32 Exterior Painting(water based emoltion mixed paint) 613.7 6 1.8 6 3682.2
33 Oil based paint for doors and windows 214.7 8 2.4 10 2147
34 Bathrooms walls tile 178.6 16 4.8 20 3572
35 Bathrooms floor tile (ceramic) 34.2 16 4.8 20 684
36 Kitchen walls tile 41.35 16 4.8 20 827.07
37 Kitchen floor tile (ceramic) 39.9 25 7.5 20 798
38 Room floor Trazo 520.6 10 3 15 7809
39 Glass fixing 58.43 15 4.5 19 1110.08
Sub total main building construction 270011.95
1 Bathroom toilet complete set Set 7 450 112.5 500 3500
2 Exhaust fan Unit 7 20 5 25 175
3 Boiller Unit 7 90 22.5 150 1050
4 Pipe and fittings L.Sum 1 2500 625 2000 2000
5 Plumbers wages L.Sum 1 1500 375 1000 1000
Sub total main building bathroom work 7725
1 Kitchen stoves (Gas) Unit 2 100 25 125 250
2 Exhaust fan for kitchen Unit 1 20 5 25 25
3 Gully trap and drain pipe for kitchen L.Sum 1 100 25 125 125
4 Kitchen plumbing system and fitting include wages L.Sum 1 2500 625 1000 1000
6 Fire extinguisher balon for kitchen and hall Unit 10 30 7.5 60 600
Sub total kitchen requirement 2000
1 Fan for main building Unit 57 50 12.5 50 2850
2 Different cable and conduit for main building wiring L.Sum 1 1200 300 1500 1500
3 Switch, socket and joint box L.Sum 1 900 225 1125 1125
4 Panel box No 1 700 175 2000 2000
5 Double florcense coverd light No 57 24 6 25 1425
Sub total wiring, lighting and electrical work HQ 8900
1 Inside building sanitary work L.Sum 1 3000 750 1000 1000
2 cast iron and fitting for bathrooms L.Sum 1 2500 625 2000 2000 100m castiron pipe
Sub total inside building sanitary work 3000
1 Telephone wiring system L.Sum 1 5000 1250 2000 2000
2 Telvissin wiring system L.Sum 1 2500 625 600 600
3 Gas pipe 2" propane m 132 10 2.5 12.5 1650
4 Gas balon 40 Kg Unit 4 120 30 160 640
5 Clamp Unit 19 1 0.25 2 38
6 Gas heater Unit 19 50 12.5 62.5 1187.5
7 Gas plumbing fitting L.Sum 1 1000 250 1250 1250
Sub total 7365.5
Grand total ANP HQ building construction cost 299002.45
Force protection measures
1. Surrond wall,gate,drop arm and….
1 Excavation for foundation of pile and walls 402 6 1.5 6 2412
2 PCC M100 under RCC foundation 19 140 35 100 1900
3 RCC foundation M300 188 300 75 220 41360
4 Stone masonry for surrond wall 375 60 15 60 22500
5 RCC for top of stone wall 27 300 75 220 5940
6 Pointing for both side of surrond wall 1249 4 1 3 3747
7 Metalic gate 48 80 20 100 4800
8 Drop arm No 2 500 125 625 1250
9 Active barrer No 4 100 25 125 500
10 Passive barrer (Concret block 1x1x1)m 150m 150 300 75 180 27000
11 Y shape angle iron pipe and rebar No 84 10 2.5 10 840
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2. 12 Barbed wire 3 row each side of Y M 1558 0.4 0.1 0.4 623.2
13 Concertina wire Role 32 30 7.5 20 640
Sub total Surrond wall,gate,drop arm and…. 113512.2
2. Guard shack#1
1 Excavation for foundation 40 6 1.5 6 240
2 RCC for foundation 14 300 75 220 3080
3 Filling 10 7 1.75 4 40
4 CMU walls 30 40 10 45 1350
5 RCC for inside CMU 15 270 67.5 170 2550
6 RCC Ring beam 2.8 300 75 220 616
7 RCC top ring beam 2.8 300 75 220 616
8 RCC slab 6.4 300 75 220 1408
9 River boulder for floor 8 9 2.25 10 80
10 PCC for floor 3.2 140 35 150 480
11 Plastering interior 72 7 1.75 6 432
12 Plastering exterior 122 10 2.5 7 854
13 Plastering for ceilling 18 8 2 9 162
14 Painting interior 72 6 1.5 5 360
15 Painting exterior 122 6 1.5 6 732
16 Painting for ceilling 18 7 1.75 10 180
17 Roof insullation with fire brick 5.6 80 20 50 280
18 PCC for top of fire brick 1.8 140 35 100 180
19 Door 4.4 50 12.5 62.5 275
20 Metalic window 5.6 70 17.5 60 336
21 Metalic Roof from 24 gauge iron sheet 25 40 10 52 1300
22 Glass fixing 2 15 3.75 19 38
23 Oil painting for door and windows 17.2 8 2 10 172
24 Roof isogam 28 13 3.25 15 420
Sub total Guard Shack 16181
3. Guard Tower
1 Guard Tower Metalic No 4 15000 3750 750 15000 60000
Sub total Guard Tower 60000
4. Guard Shack#2
1 Excavation for foundation of pile and walls 40 6 1.5 6 240
2 RCC for foundation 14 140 35 220 3080
3 Filing 10 300 75 4 40
4 CMU walls 30 300 75 45 1350
5 RCC for inside CMU 15 300 75 170 2550
6 RCC Ring beam 2.8 40 10 220 616
7 RCC top ring beam 2.8 140 35 220 616
8 RCC slab 6.4 9 2.25 220 1408
9 River boulder for floor 8 15 3.75 10 80
10 PCC for floor 3.2 160 40 150 480
11 Plastering for interior 72 7 1.75 6 432
12 Plastering for exterior 122 10 2.5 7 854
13 Plastering for ceilling 18 8 2 9 162
14 Painting interior 72 6 1.5 5 360
15 Painting exterior 122 0 6 732
16 Painting for ceilling 18 0 10 180
17 Roof insullation with fire brick 5.6 16 4 50 280
18 PCC for top of fire brick 1.8 16 4 100 180
19 Door 4.4 0 62.5 275
20 Metalic window 5.6 0 60 336
21 Metalic Roof from 24 gauge iron sheet 25 6 1.5 52 1300
22 Glass fixing 2 80 20 19 38
23 Oil painting for door and windows 17.2 300 75 10 172
24 Roof isogam 28 140 35 15 420
Sub total Guard Tower 16181
Grand total for force protection 205874.2
Surveys and Master Planning
1 Topographic survey 15000 0.8 0.2 1 15000
2 Geological survey 3876 1 0.25 1.25 4845
3 Hydrogeological survey 3876 1 0.25 1.25 4845
4 Maping L.Sum 1 2000 500 2500 2500
5 Documentation L.Sum 1 2000 500 2500 2500
Sub total surveys and Master planning 29690
As built Drawing
1 Design cost Arcchitecture and structure 2849 4 1 0.2 5.2 14814.8
2 Drawing of site plan 3876 1 0.25 0.05 1.3 5038.8
Sub total As Built drawing 19853.6
Site Development
1 Temporary site office construction L.sum 2 5000 1250 6250 12500
2 Temporary water and sanitation L.sum 2 1000 250 1250 2500
3 Site clearing L.sum 1 250 62.5 300 300
4 Temporary fence L.sum 1 350 87.5 370 370
5 Temporary light L.sum 1 4000 1000 1100 1100
6 Temporary road and walkway L.sum 1 1000 250 1100 1100
Sub total Site Development 17870
Demining
1 Mine and UXO survey and clearing N/A
Sub total Demining 0
Grading
2 Removal of debris L.Sum 1 300 45 345 345
3 Site grading leveling and compaction 15000 0.5 0.08 0.5 7500
4 Drainage L.Sum 1 1000 150 1150 1150
5 Landscaping 3276 1000 150 1 3276
6 Gravel paving 1500 2 0.3 2.3 3450
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3. Sub total Grading 15721
Sanitary Sewer system
1 Septic tank excavation 5 x 11 x 4.4 242 7 1.75 6 1452
2 Septic tank 10 x4 x 4 No 1 12000 3000 9700 9700
3 Back filling 83 7 1.75 4 332
4 Removal of excavated material 159 5 1.25 6 954
5 PCC for pipe joint and manhole 10 140 35 150 1500
6 Ecavation for manhole and pipe trench 250m 500 7 1.75 6 3000
7 Supply and installation of pipe M 250 6 1.5 8 2000
8 Trench back filling 465 7 1.75 4 1860
9 Pipe fittings L.Sum 1 600 150 750 750
10 Manhole excavation 32 7 1.75 6 192
11 Manhole constructionn No 7 100 25 125 875
12 Leach field No 1 3000 750 2000 2000
Subtotal sanitary sewer system 24615
Water system
1 Well digging cost M 100 120 30 100 10000
2 Water tower Job 1 10000 2500 12500 12500
3 Excavation for pipe 110 7 1.75 6 660
4 Pipe laying 2' polyetline M 100 4 1 5 500
5 Plumbing fitting L.Sum 1 400 100 800 800
6 Submersible 2' water pump and its installation Job 1 4000 1000 4000 4000
7 Presure tank and its installation Job 1 1200 300 1500 1500
8 Water resevoire 15000 litter Job 1 3000 750 3000 3000
9 Pipe laying from reservoire to building /guard hous. M 70 4 1 5 350
10 Pipe laying to site greenery M 50 4 1 5 250
11 Pipe laying fitting L.Sum 1 600 150 750 750
12 Plumbers wages 10 % L.Sum 1 3500 875 3500 3500
13 Water treatment house (cholorination) Job 1 2000 500 2500 2500
14 Cholorination equipment Job 1 900 225 1125 1125
15 Pressure Pump test cost Job 1 500 125 625 625
17 Fitre Hydrant No 14 450 112.5 400 5600
18 Back filling and compaction of pipe trench 110 7 1.75 4 440
19 Well yield test L.Sum 1 1000 250 1250 1250
20 water quality test L.Sum 1 200 50 250 250
21 PCC for pipe joint and volve manhole 3 140 35 150 450
Sub total water system 50050
Site Electrical Distribution system
1 Guard Tower wiring and lighting No 4 800 200 700 2800
2 Guard shack wiring and lighting No 2 800 200 700 1400
4 Excavation of trench for cable laying 300 6 1.5 6 1800
5 Main cable to the buildings (inside PVC pipe) M 80 30 7.5 20 1600 40mm pvc conduit
6 Main cable to the Guard towers (inside PVC pipe) M 500 25 6.25 25 12500 40mm pvc conduit
7 Power plant (generator room) No 1 8500 2125 10625 10625
8 Generator 80 Kw No 2 21000 5250 25000 50000
9 Main Panel Box No 1 6800 1700 3000 3000
10 Sub panel box No 12 292 73 20 240
11 Fuel tank supply and installation 3300 galon No 2 5500 1375 2000 4000
12 Fuel tank connection to generator room L.Sum 1 500 125 625 625
13 Fuel supply 2 generator for one month L.Sum 1 3600 900 10000 10000
14 Back filling 300 7 1.75 4 1200
15 Lightning protection system for HQ and towers….. L.Sum 1 8000 2000 1000 8000
16 Site lighting L.Sum 1 6000 1500 2500 4000
Sub total site electrical distribution 111790
Road Network
Road subgrade 150mm 1750 1 0.25 1.25 2187.5
Road watering and compaction 1750 1.5 0.38 1 1750
Road Basecourse 15cm 1750 2 0.5 2.5 4375
Asphalt paving and compaction 1750
Round building walkway aggregate paving 100mm 208 1.8 0.45 2.25 468 2m wide
Walkway RCC 100mm 200 1.8 0.45 2.25 450
Parking gravel paving 100mm 100 1.8 0.45 2.25 225
Paking and walkway compaction 300 0.5 0.13 0.63 187.5
Pipe culvert dia.450mm 7m length No 2 1000 250 650 1300
Sub Total road network 0 10943
Trash Point 0 0
Trash Point (1.8 x 1.8 )m with concrete pad and 0 0
1.8 m tall wooden fence No 2 400 400 800
Sub Total Trash point 0 800
Total project cost
1 Surveys and Master Planning 593.8 29690 30283.8
2 As Built Drawing 397.07 19853.6 20250.67
3 Site Development (Construction) 357.4 17870 18227.4
4 Demining Activities 0 0 0
5 Grading N/A 314.42 15721 16035.42
6 Water Supply 1001 50050 51051
7 Sanitary Sewer System 492.3 24615 25107.3
8 Site Electrical distribution System 2235.8 111790 114025.8
9 Force Protection Measures 4117.48 205874.2 209991.68
!0 Road Network 218.86 10943 11161.86
11 Trash Point 16 800 816
12 UP District HQ building 5980.05 299002.45 304982.49
Total project cost 786209.25 801933.43
0
Mobilization 3% of total project cost 471.73 23586.28 24058
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4. Demobilization 1.5% of total project cost 235.86 11793.14 12029
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Grand Total project cost ### ###