bsr new- bahrain rate analysis

No Description Unit Price1 fanlight catches nos 50.002 ½" dia pvc elbows/bend/socket no 12.003 ½" dia. PVC TEES no 15.004 ¾" dia TEE no 20.005 ¾" dia. PVC elbows/bend/socket no 18.006 1" dia. PVC elbows/bend/socket no 31.007 1" dia. PVC TEES no 43.008 1¼" dia. PVC elbows/bend/socket no 48.009 1¼" dia. PVC TEE no 65.0010 1½" dia. PVC elbows/bend/socket no 87.0011 1½"dia. PVC TEE no 114.0012 2" dia. PVC TEE no 175.0013 2" dia. PVC elbows/bend/socket no 137.0014 2½" dia. PVC elbows/bend/socket no 364.0015 2½" dia. PVC TEE no 437.0016 3" dia. PVC elbows/bend/socket no 526.0017 3" dia. PVC tees no 793.0018 acid gal 175.0019 anticorrosive ltr 270.0020 asbestos corrugated sheet sq.ft 35.0021 asbestos flat sheet sq.ft 20.0022 beading ½x½ l.ft 10.0023 beading 1½x½ halmilla l.ft 8.0024 bidet no b25 binding wire 16 BWG lbs 45.0026 bitumen gal 75.0027 blacksmith days 600.0028 blasting powder lbs 400.0029 blue ozs 10.0030 boiled lime cwts 350.0031 bolt 16mm, 18" long nos 65.0032 brackets no33 Brass bolt 4" nos 45.0034 brass nails 1½ kg 80.0035 brass panel pin doz 5.0036 brass screw 1¼ doz 35.0037 brass screw 4" nos38 brass screws ½ nos 1.2539 brass screws ¾ doz 20.0040 brass screws 1" no

41 brass screws 1½" no 3.5042 brick work 4½ sq43 bricks nos 6.5044 brush 2" nos 85.0045 brush 3" nos 210.0046 brush 6" nos 350.0047 But hinges 5x2½ brass nos 100.0048 C.I.cistern with 1¼ flush pipe chain nos 1550.0049 C.I.pipe 4" l.ft b50 C.I.pipe 4" l.ft 125.0051 carpenter days 600.0052 Casement fasteners nos 40.0053 Casement stays nos 40.0054 cement cwts 620.0055 cement block 16x8x4 nos 15.0056 cement block 16x8x8 nos 30.0057 cistern no58 clay tile nos 28.0059 clip and nail for ½" pvc nos 5.0060 clip and nail for ¾" pvc nos 6.0061 clip and nail for 1" pvc nos 7.0062 clip and nail for 1¼" pvc nos 8.0063 clip and nail for 1½" pvc nos 15.0064 clip and nail for 2" pvc nos 20.0065 clip and nail for 3" pvc nos 45.0066 clip nos 25.0067 clout nails ¼" lbs 20.0068 coir brush 6" nos 40.0069 coloured pigment lb 125.0070 colouring powder lb 100.0071 concrete 1 2 4 cube 22468.6772 concrete 1 3 6 (1½) cube 18463.5073 cotton waste lb 25.0074 cove moulding halmilla 2x2 l.ft 12.0075 cover slab no 300.0076 d d t powded lbs 100.0077 Door closer(hydraulic) nos 1200.0078 dowels M.S. 5/8" nos 15.0079 Draw rings nos 15.0080 earth cube 2000.0081 elbow no b

82 emulsion lit 450.0083 enamel ltr 550.0084 end cap no b85 eves gutter length no b86 EW pipe 4" no 65.0087 excavation cube b88 fibre/plastic plug nos 2.0089 fibre/plastic plug with 4" screw nos 7.0090 firewood lbs 6.0091 flannel cloth yrds 65.0092 floor brush nos 150.0093 fuse l.ft 75.0094 G.I.grating 4" nos 15.0095 G.I.Sheet 8x4( 18BWG) nos 2000.0096 glass pane 1/8" sq.ft 18.0097 glazed tile 6x6 nos 25.0098 glazier sq.ft 200.0099 gutter brackets no

100 gutter joiner no101 half round tile sq 5.00102 iron screws ¾ kg103 iron screws 3" nos 3.00104 joiner no105 jumper steel lbs 100.00106 Jute Hessian sq.ft 2.00107 L iron brackets nos 55.00108 labour days 450.00109 lead lb 150.00110 low level suite complete nos 4000.00111 lunumidella ceiling planks ¾ sq.ft 22.00112 mason days 650.00113 metal cube114 metal ¾ cube 7500.00115 metal 1 cube 6750.00116 metal 1½ cube 6000.00117 mitre bend no b118 mixture days 1800.00119 Mortice lock with screws nos 600.00120 mould oil lit 50.00121 nails 2" kg122 painter days 550.00

123 planks 1" sq.ft 90.00124 plumber days 400.00125 plywood sash 6'9"x2'9" nos 1150.00126 pressed tile 8x8 nos 45.00127 primer for wall lit 185.00128 props 2x4 l.ft 40.00129 pvc 3" pipe l.ft b130 pvc gutter head no b131 pvc pipe ½ l.ft 12.00132 pvc pipe ¾ l.ft 26.00133 pvc pipe 1" l.ft 40.00134 pvc pipe 1¼" l.ft 58.50135 pvc pipe 1½" l.ft 85.00136 pvc pipe 2" l.ft 143.00137 pvc pipe 3" l.ft 300.00138 pvc pipe 3½ l.ft 565.00139 pvc straps no140 rawl plugs no141 reeper 2x1 l.ft 25.00142 rendering 1:2 sq143 ridge tile nos 35.00144 ridges 3'8" long pair 210.00145 Rim lock with screws nos 300.00146 roofing screws or bolt nos 3.00147 roofing screws and washers nos 3.50148 rubble 6-9 cube 3600.00149 S.W. gulley 4" nos 375.00150 salt lb 10.00151 sand cube 6000.00152 sand paper nos 15.00153 shoe no b154 Sink 24x15x7 nos 1750.00155 sk/labour days 500.00156 slaked lime cwts 300.00157 socket 1" nos 15.00158 socket 3" nos159 soldering lead lb 250.00160 solvent cement gms 1.00161 spreader no162 spur stone nos 20.00163 squatting pan with trap nos 1200.00

164 stop cock½ nos 125.00165 tap ½ nos 250.00166 tapered wooden plug nos 25.00167 tarnap gal 125.00168 Tee hinges 6"x12" pair 50.00169 terpentine/thinner lit 75.00170 terrazzo tiles 12x12 nos 110.00171 Timber cu.ft b172 timber 2x2 l.ft 20.00173 timber 4x3 class I cu.ft 2000.00174 timber base plates sq.ft175 timber battens 2x1 class 1 l.ft 25.00176 timber bearers 4x2 class 1 l.ft 110.00177 timber bearers 4x2 class 2 l.ft 50.00178 Timber cl 1 cu.ft b179 timber class 11 2x1 l.ft 8.00180 timber class11 cu.ft 1200.00181 timber class11 2x2 l.ft 12.00182 timber joists 4x2 class 2 cu.ft183 timber ledgers 2x2 l.ft184 timber planks ¾", class 1 sq.ft 140.00185 timber planks 1", class 1 sq.ft 200.00186 timber planks 1½ class1 sq.ft 250.00187 timber planks 1", class 2 sq.ft 60.00188 timber planks 1", class 2 sq.ft189 timber plug no190 timber plug 6x6x2 no 40.00191 timber purlin cu.ft b192 timber runners 4x2 cu.ft 1000.00193 timber sash 3x1½ sq.ft 105.00194 timber strips2x¼ l.ft 4.00195 timber wedges nos 6.00196 tinker days 400.00197 Tor steel cwts 4500.00198 Tower / skeleton brass bolts nos 100.00199 urinal no b200 Varnish lit 72.00201 vibrator days 1200.00202 wash basin nos 2500.00203 waste plug and chain nos 150.00204 water gal 0.35

205 wax polish lb 65.00206 white cement kg 80.00207 wire brush nos 65.00208 wire cut bricks nos 10.00209 wire nail ¾ kg 55.00210 wire nail 1½ lb 55.00211 wire nail 2" long lb 60.00212 wire nail 6" long lb 60.00213 wire nails lb 55.00214 wood preservative ltr 75.00215 wood primer ltr 200.00216 wooden plug no 25.00217 yarn lbs 35.00218 yellow ochre lb 10.00219220221222223224225

438 204 89352 2.05124660 66 43560 32.81983

No Description Unit 24.20% 0.242%

1

sq 450.00 558.90 48.38 60.08 0.00 -

2

cube 731.25 908.21 258.13 320.60 0.00 -

3

cube 450.00 558.90 158.85 197.29 0.00 0.00 -

4

cube 1012.50 1257.53 357.41 443.91 0.00 0.00 -

5

cube 1575.00 1956.15 555.98 690.52 0.00 -

6

cube 1350.00 1676.70 476.55 591.88 0.00 0.00 -

7

cube 1125.00 1397.25 397.13 493.23 0.00 -

8

cube 2780.00 3452.76 981.34 1,218.82 0.00 -

9sq.ft 161.25 200.27 1734.79 2,154.61

0.00 - 10

sq 1832.00 2275.34 196.94 244.60 0.00 -

11 Earthwork-backfilling & compacting cube 450.00 558.90 158.85 197.29 0.00 -

Rate in imperial

Rate in metric

Removing top soil to a depth not exceeding 6" & depositing as directed within site

Excavation over site to reduce level in any material except rock requiring blasting including depositing and levelling as directed upto a distance not exceeding 30ft

Excavation in trenches for walls/column pits in soft/loose soil from 0-5ft deep and depositing excavated material to a distance not exceeding 30ft . (earth work support to be paid separately).

Excavation in trenches for walls/column pits in ordinary soil from 0-5ft deep and depositing excavated material to a distance not exceeding 30ft .

Excavation in trenches for walls/column pits in hard dense soil from 0-5ft deep and depositing excavated material to a distance not exceeding 30ft .

Excavation in trenches for walls/column pits in mud/wet soil from 0-5ft deep and depositing excavated material to a distance not exceeding 30ft .

Excavation in trenches for walls/column pits in soft distintegrated rock (not requiring blasting) up to a depth of 5ft and depositing excavated material to a distance not exceeding 30ft . (earth work support to be paid separately).

Excavation in trenches for walls/column pits in hard rock requiring blasting up to a depth of 5ft and depositing excavated material to a distance not exceeding 30ft . (earth work support to be paid separately).

Benching rock in foundation in 3"-6" steps.(Blasting prohibited)

Anti-termite treatment on excavated foundation and compacted soil under floors

No Description Unit 24.20% 0.242%Rate in imperial

Rate in metric

12 Backfilling to trenches with imported materialcube 2862.50 3555.23 1010.46 1,254.99

0.00 0.00 - 13

cube 900.00 1117.80 317.70 394.58 0.00 0.00 -

14

cube 3200.00 3974.40 1129.60 1,402.96 0.00 -

15

sq 2046.00 2541.13 219.95 273.17 0.00 -

16sq 4975.00 6178.95 534.81 664.24

0.00 - 17

sq 8900.00 11053.80 956.75 1,188.28 0.00 -

18

sq 10066.67 12502.80 1082.17 1,344.05 0.00 -

19 Mixing concrete 1 3 6 (1½") cube 18463.50 22931.67 6517.62 8,094.88 0.00 0.00 -

20 Mixing concrete 1 2½ 5 (1") cube 20055.00 24908.31 7079.42 8,792.63 0.00 0.00 -

21 Mixing concrete 1 2 4 (¾") cube 22468.67 27906.08 7931.44 9,850.85 0.00 -

22 Mixing concrete 1 1½ 3 (¾") cube 24649.17 30614.27 8701.16 10,806.84 0.00 0.00 -

23 Mixing concrete 1 1 2 (¾") cube 30796.67 38249.46 10871.22 13,502.06 0.00 -

24

sq 3672.48 4561.21 394.79 490.33 0.00 -

25

sq 5477.46 6803.01 588.83 731.32 0.00 -

26sq 10575.84 13135.19 1136.90 1,412.03

0.00 - 27

cube 31042.07 38554.25 10957.85 13,609.65 0.00 0.00 -

28cube 31829.85 39532.67 11235.94 13,955.03

0.00 0.00 -

Filling under floors including levelling watering and compacting in 3" layers with available and selected earth at site

Filling under floors including levelling watering and compacting in 3" layers with imported selected earth at site

Cutting turf sods loading to hand cards and transporting upto 30 yards laying and watering for 30 days .(Royalty for turf pegging and transport beond 30 yards paid separately)

Earth work support (open planking ) in trenches upto a depth of 5ft

Earth work support (close planking ) in trenches upto a depth of 5ft

Earth work support (close planking ) in deep excavation in trenches upto 15ft depth

2" thick cement concrete 1 3 6(1½) screed in foundation at depts not exceeding 5'-0"

3" thick cement concrete 1 3 6(1½) screed in foundation at depts not exceeding 5'-0"

6" thick cement concrete 1 2 4(¾) floor (mass concrete)

Cement concrete in 4½"x6 column in ground floor

Cement concrete in 6"x6" column in ground floor


Rate in metric

29cube 30709.85 38141.63 10840.58 13,464.00

0.00 0.00 - 30

cube 29566.68 36721.81 10437.04 12,962.80 0.00 0.00 -

31cube 29386.68 36498.25 10373.50 12,883.88

0.00 - 32

cube 32905.41 40868.51 11615.61 14,426.59 0.00 0.00 -

33cube 32815.41 40756.73 11583.84 14,387.13

0.00 0.00 - 34

cube 32725.41 40644.95 11552.07 14,347.67 0.00 0.00 -

35 5" thick R.C.C. floor slab in 1st floorcube 31342.85 38927.82 11064.03 13,741.52

0.00 0.00 - 36 6" thick R.C.C. floor slab in 1st floor cube 29476.50 36609.81 10405.20 12,923.26

0.00 - 37

l.ft 60.90 75.64 199.75 248.09 0.00 -

38l.ft 183.95 228.46 603.35 749.36

0.00 0.00 - 39

l.ft 245.10 304.41 803.92 998.47 0.00 0.00 -

40l.ft 407.66 506.32 1337.14 1,660.73

0.00 - 41

sq 8244.43 10239.59 886.28 1,100.76 0.00 -

42sq 10873.12 13504.42 1168.86 1,451.72

0.00 - 43

sq 8275.00 10277.55 889.56 1,104.84 0.00 -

44

cwts 6370.13 7911.70 127.40 158.23 0.00 -

45cube 17678.75 21957.01 6240.60 7,750.82

0.00 0.00 - 46

cube 17395.42 21605.11 6140.58 7,626.60 0.00 -

Cement concrete in 9x9 column in ground floor

Cement concrete in 12x12 column in ground floor

Cement concrete in 13½x13½ column in ground floor

Cement concrete 6x6 beam upto 1st floor level



Cement concrete in 4½"x6 lintols in ground floor

Cement concrete in 9x9 lintols in ground floor

Cement concrete in 9x12 lintols in ground floor

Cement concrete in12x15 lintols in ground floor

Sawn timber formwork to 9x9 cement concrete column in ground floor

Sawn timber formwork for concrete beam in ground floor

Sawn timber formwork for underside of first floor slab

Mild steel/Tor steel reinforcement to lintols slab beams or columns bent to shape laid in position and tied with G I wire as directed

Brick work in cement sand 1:5 in foundation upto D P C

Brick work in cement sand 1:8 in foundation upto D P C


Rate in metric

47sq 7146.00 8875.33 768.19 954.10

0.00 - 48

sq 13784.00 17119.73 1481.78 1,840.37 0.00 -

49sq 20619.25 25609.11 2216.57 2,752.98

0.00 - 50

sq 13261.38 16470.63 1425.60 1,770.59 0.00 -

51sq 8813.25 10946.06 947.42 1,176.70

0.00 - 52

sq 17141.50 21289.74 1842.71 2,288.65 0.00 -

53sq 26244.25 32595.36 2821.26 3,504.00

0.00 - 54

sq 5216.00 6478.27 560.72 696.41 0.00 -

55sq 5632.25 6995.25 605.47 751.99

0.00 - 56

l.ft 194.53 241.60 638.04 792.45 0.00 -

57

l.ft 308.80 383.53 1012.86 1,257.98 0.00 0.00 -

58

l.ft 260.68 323.76 855.01 1,061.93 0.00 -

59

sq 6516.00 8092.87 700.47 869.98 0.00 -

60sq 3819.50 4743.82 410.60 509.96

0.00 - 61

cube 14915.00 18524.43 5265.00 6,539.12 0.00 0.00 -

Brick work in cement sand 1:5 in 4½ thick walls in ground floor

9" thick brick wall cement sand 1:5 in ground floor

Brick work 13½ thick in cement sand 1:5 in superstructure in ground floor

9" thick brick wall cement sand 1:8 in superstructure in ground floor

4½ thick brick wall (wirecut) in cement sand 1:5 in ground floor

9" thick in cement and sand 1:5 with wire cut brick

13½ thick brick wall (wire cut) in cement sand 1:5 in ground floor

Extra over for facing including raised pointing 1/8" thick in cement sand 1:1 mixture in ground floor

3" thick floor paved in lime mortor 2:5 in ground floor

Steps 1'-1½"x0'-6" in brick in cement and sand 1:5 with ½" thick cement and sand 1:2 rendering including necessary excavation

Brick drains in cement sand 1:5 , 9" wide and 6-9" average depth including cement rendering ½" thick 1:2 to exposed feces with 1'-6" ramp including necessary excavation

Brick drains in cement sand 1:5 , 9" wide and 6-9" average depth including cement rendering ½" thick 1:2 to exposed feces with 1'-6" without ramp including necessary excavation

8" thick hollow blocks in cement and sand mortor 1:5 in ground floor (cavities unfilled)

4" thick hollow block masonry in cement and sand mortor 1"5 with cavities unfilled

Random rubble masonry in cement mortor 1:5 in foundation


Rate in metric

62cube 15872.25 19713.33 5602.90 6,958.81

0.00 - 63

sq 16548.75 20553.55 1778.99 2,209.51 0.00 -

64

sq 17802.50 22110.70 1913.77 2,376.90 0.00 -

65sq 15152.50 18819.41 1628.89 2,023.09

0.00 - 66

sq 16891.67 20979.45 1815.85 2,255.29 0.00 -

67sq 3775.00 4688.55 405.81 504.02

0.00 - 68

sq 8888.89 11040.00 955.56 1,186.80 0.00 -

69

sq 4570.00 5675.94 491.28 610.16 0.00 -

70sq 4150.00 5154.30 446.13 554.09

0.00 - 71

l.ft 86.31 107.20 283.09 351.60 0.00 -

72

l.ft 83.90 104.21 275.20 341.80 0.00 0.00 -

73l.ft 193.03 239.74 633.12 786.34

0.00 0.00 - 74

l.ft 192.33 238.87 630.83 783.49 0.00 0.00 -

75

l.ft 892.72 1108.75 2928.11 3,636.71

Random rubble masonry in cement mortor 1:5 in superstructure

Pressed floor tiles bedded in ½ cement mortor 1:2 and pointing in neat cement in ground floor

Glazed tile fixed to walls including bedding in cement motor 1:2 and raking in ground floor.(specials measured separately)

Terrazzo floor tiles on ½" thick cement and sand 1:2 in ground floor

Timber frame work for calicut pattern tile hip roof in single storey building consisting of wall plate beam ridge plate rafters etc.. (Preservative treatment to be measured separately)

Roof covering with calicut pattern clay tiles in single storeyed building

Timber frame work for corrugated asbestos asheet roof in single storeyed building

Roof covering with corrugated asbestos sheet (timber frame work and ridge covering measured separately )

One layer half round clay tiles over corrugated asbestos roof covering

Asbestos close fittings ridging fixed complete with roofing screws or bolts (Hook)

Ridging covering with calicut pattern ridge tiles bedded in cement lime mortor 1:1:4

3/4'' * 9'' Valance board fixed with brass screws at 2'-0'' centres

¾x9" high barge board fixed with brass screws at 2'-0" centres to sides of rafters

18 BWG (1.2mm) galvanised iron sheet valley gutter 3'-0" girth over all once bent with end laps not less than 9" width including ¾" tongued and grooved planks laid to slope and profile on timber members


Rate in metric

0.00 - 76

l.ft 197.32 245.07 647.20 803.82 0.00 -

77

sq 9747.85 12106.83 1047.89 1,301.48 0.00 -

78

sq 4003.59 4972.46 430.39 534.54 0.00 -

79

sq 12443.39 15454.69 1337.66 1,661.38 0.00 -

80

sq 5591.67 6944.85 601.10 746.57 0.00 -

81

sq.ft 496.13 616.20 5337.59 6,629.28 0.00 0.00 -

82

sq.ft 405.19 503.25 4359.20 5,414.13 0.00 -

83

sq.ft 263.25 326.96 2832.18 3,517.57 0.00 0.00 -

84

sq.ft 608.74 756.05 6549.05 8,133.92

18 BWG (1.2mm) galvanised iron flashing 1'-6" girth overall 3 times bent with end laps not less than 6" lead soldered turned and tucked up to not less than 6" into chase out in wall and pointed in cement mortor 1:2 lower end dressed over roof covering not less than 1'-0" wide

Timber framework for 4'-0"x4'-0" flat asbestos ceiling (sheet measured separately ) comprising of 4x2 joists and 2x2 bearers in class 1 timber

Horizontal ceiling lining using 4'-0"x4'-0" flat asbestos cement sheets fixed with and including beading and cove mouldings on timber frame work.(timber frame work and painting measured separately)

¾" thick tongued and grooved lunumidella ceiling boards fixed horizontal on 4x2 class 1 timber joists at 2'-0" centres with 1½" brass nails

¾"x6" wide tongued and grooved lunumidella ceiling boards fixed to underside of roof rafters (existing) with 1½" brass nails including levelling with timber strips where necessary

Door single hung 3'3"x7'0" high overall with frame having 1¼" thick sash and 3¾"x2¾' timber frame.(glazing ironmongery and painting measured separately) class 1 timber

Door glazed and panelled double hung 4'x7' high overall with frame including 1¼' thick sash and 3¾x2¾ frame.(glazing ironmongery and painting measured separately)

Plywood door single hung 3'1½"x6' 11½" overall with frame having 1¼" thick sash and 3¾"x2¾" frame.(ironmongery and painting measured separately)

Door ledged braced and battened single hung2'6"x6'6" overall with frame having 7/8" thick tongued and grooved planks and 3¾"x2¾" frame (ironmongery and painting measured separately)


Rate in metric

0.00 - 85

sq.ft 452.65 562.19 4869.81 6,048.30 0.00 0.00 -

86

sq.ft 89.67 111.37 964.67 1,198.12 0.00 -

87 But hinges 5x2½ pair 301.67 374.67 301.67 374.67 0.00 0.00 -

88 Tee hinges 6"x12" pair 342.50 425.39 342.50 425.39 0.00 0.00 -

89 Rim lock no 562.50 698.63 562.50 698.63 0.00 0.00 -

90 Mortice lock no 1125.00 1397.25 1125.00 1,397.25 0.00 0.00 -

91 Casement stays no 442.50 549.59 442.50 549.59 0.00 0.00 -

92 Door closer no 1475.83 1832.99 1475.83 1,832.99 0.00 0.00 -

93 Tower / skeleton brass bolts no 637.50 791.78 637.50 791.78 0.00 0.00 -

94 Brass bolt 4" no 580.00 720.36 580.00 720.36 0.00 0.00 -

95 Casement fasteners no 119.17 148.01 119.17 148.01 0.00 0.00 -

96 Spring loaded fanlight catches no 142.50 176.98 142.50 176.98 0.00 0.00 -

97 Draw rings no 39.38 48.90 39.38 48.90 0.00 -

98

sq 4168.50 5177.28 448.11 556.56 0.00 -

99sq 2318.53 2879.61 249.24 309.56

0.00 - 100

sq 2633.20 3270.43 283.07 351.57 0.00 -

101

sq 3672.72 4561.52 394.82 490.36 0.00 -

102

sq 2982.62 3704.42 320.63 398.22 0.00 0.00 -

103

sq 2319.56 2880.89 249.35 309.70 0.00 0.00 -

Windows glazed 7'x4' high overall with frame comprising 3 nos openable sashes and 3¾"x2¾" frame and mullions. (glazing ironmongery and painting measured separately)

1/8" clear sheet panes exceeding 1' but not exceeding 4 sq.ft cut and fixed with timber beading to doors and windows

¾" thick thick DPC in cement sand 1:2 finished with 2 coats hot tar and blinded with sand

5/8" thick plastering to wall in lime and sand 2:5 including floating with lime putty

5/8" thick plastering to wall in cement sand 1:3 including cement floating

3/8" thick plastering to soffit slab in cement and sand 1:3 including floating with lime putty

3/8" thick plastering to sides and soffit of beam in cement and sand 1:3 includuing floating with lime putty

5/8" thick to wall in lime cement and sand 1:1:5 finished semi rough with wooden float


Rate in metric

104

sq 2831.99 3517.33 304.44 378.11 0.00 0.00 -

105sq 2291.90 2846.54 246.38 306.00

0.00 - 106

sq 2671.00 3317.38 287.13 356.62 0.00 0.00 -

107sq 3393.50 4214.73 364.80 453.08

0.00 0.00 - 108

sq 3703.50 4599.75 398.13 494.47 0.00 0.00 -

109

sq 4328.50 5376.00 465.31 577.92 0.00 -

110

l.ft 49.56 61.56 162.57 201.91 0.00 -

111

sq 864.75 1074.02 92.96 115.46 0.00 0.00 -

112sq 2194.38 2725.41 235.90 292.98

0.00 0.00 - 113

sq 2723.66 3382.79 292.79 363.65 0.00 -

114

sq 2897.33 3598.49 311.46 386.84 0.00 0.00 -

115sq 1022.00 1269.32 109.87 136.45

0.00 0.00 - 116

sq 329.50 409.24 35.42 43.99 0.00 0.00 -

117sq 2613.50 3245.97 280.95 348.94

0.00 0.00 - 118

sq 291.52 362.06 31.34 38.92 0.00 -

119sq 343.02 426.03 36.87 45.80

0.00 0.00 -

5/8" thick plastering to wall in lime cement and sand 1:1:5 finished smooth with lime putty floating

½" thick plastering in cement and sand 1:3 finished smooth

½" thick rendering in cement and sand 1:2 in floors finished smooth

¾' thick rendering in cement and sand 1:3 finished smooth

¾' thick rendering in cement and sand 1:2 in floors finished smooth

¾" thick rendering in cement and sand 1:2 in coloured cement floors finished smooth

½" x6" skirting in cement and sand 1:3 projected or flush to walls finished with floating including forming groove

Prepare and apply one coat of preservative (oil type) to structural timber including touching up out ends etc. after fixing

Prepare surface of steel truss and apply two coats of anticorosive primer

Apply one coat of anti-corrosive primer and two coats enamel paint on already shop primed and erected steel roof truss

Prepare and apply two coats primer and finishing coat of enamel paint to mild steel (angle/flat) gate

Painting steel on new work with 2 coats of ani-corrosive paint

Painting new timber work with two coats wood preservative

Painting new timber work with two coats wood preservative

White or colour washing 2 coats in single storeyed

White or colour washing in two storeyed building


Rate in metric

120

sq 1569.66 1949.52 168.74 209.57 0.00 0.00 -

121sq 248.93 309.16 26.76 33.24

0.00 0.00 - 122 Painting walls with emulsion paint 2 coats sq 1086.70 1349.68 116.82 145.09

0.00 - 123

sq 1867.88 2319.90 200.80 249.39 0.00 0.00 -

124sq 699.60 868.90 75.21 93.41

0.00 0.00 - 125 Wax polishing to timber in panels & floors sq 355.00 440.91 38.16 47.40

0.00 - 126

l.ft 29.80 37.01 97.74 121.40 0.00 0.00 -

127l.ft 48.40 60.11 158.75 197.17

0.00 0.00 - 128

l.ft 50.97 63.30 167.18 207.64 0.00 -

129l.ft 73.12 90.82 239.83 297.87

0.00 0.00 - 130

l.ft 109.60 136.12 359.49 446.48 0.00 0.00 -

131l.ft 176.73 219.50 579.67 719.96

0.00 0.00 - 132

l.ft 384.83 477.96 1262.24 1,567.71 0.00 0.00 -

133

l.ft 10.13 12.58 33.21 41.25 0.00 -

134

l.ft 34.22 42.50 112.24 139.40 0.00 0.00 -

135

l.ft 41.54 51.59 136.25 169.22 0.00 -

Prepare and apply one coat of Alkali resistant primer and two coats of emulsion paint to walls

cement washing to walls of single storeyed building 2 coats

Prepare and apply one coat alkali resistant primer and 2 coats of emulsion paint to soffit of slabs

Varnishing two coats with copal varnish after sand papering

½" dia PVC pipe fixed to walls (specials paid separately)

¾" dia PVC pipes to walls (specials paid separately)

1" dia. Pvc pipe fixed to walls (specials paid separately)

1¼" dia. Pvc pipe fixed to walls (specials paid separately)

1½" dia. Pvc pipe fixed to walls (specials paid separately)

2" dia. Pvc pipe fixed to walls (specials paid separately)

3" dia. Pvc pipes fixed to walls (specials paid separately )

excavation for laying ½to 3" dia. Pvc pipes in groung not less than 1'6" deep , backfilling and compacting

Chasing brickwork for laying ½" to 1½" dia. Pvc pipes and making good average depth 2ft (pipes and specials paid separately)

Chasing brickwork for laying 1½" to 3" dia. Pvc pipes in ground or floor and making good. Average depth 3" .(pipes and specials measured separately)


Rate in metric

136 ½" dia pvc specials viz elbows no 24.00 29.81 24.00 29.81 0.00 0.00 -

137 ¾" dia. PVC specials viz elbows no 31.00 38.50 31.00 38.50 0.00 0.00 -

138 1" dia. PVC specials viz elbows no 45.00 55.89 45.00 55.89 0.00 0.00 -

139 1¼" dia. PVC specials viz elbows no 64.00 79.49 64.00 79.49 0.00 0.00 -

140 1½" dia. PVC specials viz elbows no 115.00 142.83 115.00 142.83 0.00 0.00 -

141 2" dia. PVC specials viz elbows no 171.00 212.38 171.00 212.38 0.00 0.00 -

142 2½" dia. PVC specials viz elbows no 404.00 501.77 404.00 501.77 0.00 0.00 -

143 3" dia. PVC special s viz elbows no 570.00 707.94 570.00 707.94 0.00 0.00 -

144 ½" dia. PVC special viz TEES no 38.00 47.20 38.00 47.20 0.00 0.00 -

145 ¾" dia specials viz TEE no 44.50 55.27 44.50 55.27 0.00 0.00 -

146 1" dia. PVC specials viz TEES no 69.00 85.70 69.00 85.70 0.00 0.00 -

147 1¼" dia. PVC specials TEE no 94.00 116.75 94.00 116.75 0.00 0.00 -

148 1½"dia. PVC specials viz TEE no 166.00 206.17 166.00 206.17 0.00 0.00 -

149 2" dia. PVC specials viz TEE no 236.00 293.11 236.00 293.11 0.00 0.00 -

150 2½" dia. PVC specials viz TEE no 527.00 654.53 527.00 654.53 0.00 0.00 -

151 3" dia. PVC specials viz tees no 889.00 1104.14 889.00 1,104.14 0.00 -

152

l.ft 272.78 338.79 894.71 1,111.22 0.00 -

153

l.ft 186.02 219.51 610.15 757.81 0.00 0.00 -

154

l.ft 336.14 396.64 1102.52 1,369.34 0.00 -

4" dia. Glazed earthware pipes laid on 6" thick bedding in cement concrete 1:3:6 including excavation anerage 2'0" depth backfilling with selected excavated materials and concrete haunching to joints.

4" dia. C.I.soil /vent pipe fixed verically to walls jointed with cement caulking .(Specials measured separately)

4" dia. C I pipes fixed to walls jointed with lead caulking (specials measured separately)


Rate in metric

155

no 1602.49 1890.94 1602.49 1,990.29 0.00 -

156

no 7630.12 9003.54 7630.12 9,476.60 0.00 -

157

no 3807.07 4492.34 3807.07 4,728.38 0.00 -

158

no 2499.07 2948.90 2499.07 3,103.85 0.00 -

159

no 5170.57 6101.27 5170.57 6,421.85 0.00 -

160

no 4409.50 5203.21 4409.50 5,476.60 0.00

170 4'' Block Work Casting and Palcing 1:4:5 Sqrs 10506.00 13048.45 1129.40 1,402.71

4" dia stoneware gulley with 6x6x6 gulley box including excavation 4" cement concrete 1 2 4 base surrounded by 4½" thick cement and sand 1:5 extended 6" above top of gulley box including making connection ½" cement and sand 1:2 rendering internally and exposed faces finished smooth with neat cement floating and providing G I grating on top of gulley

Manhole 2x2 internally with invert depth not exceeding 2ft including excavation , backfilling 6" cement concrete 1 2 4 base with 3/8" dia. Mild steel rods at 4" c/c bothways , forming channels and benching in similar concrete 4½" walls in brick in cement 1:5 ½" thick cement and sand 1:2 rendering internally and exposed surfaces including channels benching and 2" thick RCCremovable cover slab 2'3"x2'3" inlet and outlet connection all complete to working order

22x16 glazed fireclay wash basin with ½" dia. Chromium plated pillar tap , waste plug chromium plated waste chain and stay including fixing wash basin on brackets (water supply and waste water connection measured separately)

Sink 24x15x7 overall vitreous china with rubber plug and chromoum plated chain waste carried on iron brackets painted and fixed to walls (water supply and waste water connection measured separately)

Closet pedestal type with L/L flushing cistern flush pipe double plastic seat cover ½" dia. Stop cock trap supplied and fixed complete to working order

Closet squatting type with trap including high level cistern fixed complete with flush pipe and ½" dia. Stop cock, all complete to working order


Rate in metric

0.00 0.00 - 171 6'' Block Work Casting and Placing 1:4:5 Sqrs 14163.00 17590.45 1522.52 1,890.97

0.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00


Rate in metric

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

450.00 58.050

731.25 309.75750

450.00 190.620

1012.50 428.8950

1575.00 667.170

1350.00 571.860

1125.00 476.550

1400.00 1177.6080

142.50 2081.750

225.00 236.3280

450.00 190.620

Labour rate

Labour rate

562.50 1212.5550

900.00 381.240

900.00 1355.520

2025.00 263.9340

1300.00 641.7750

2600.00 1148.10

3066.67 1298.60

1065.00 7821.1390

1065.00 8495.2980

1066.67 9517.730

1066.67 10441.390

1066.67 13045.470

468.55 Mixing and Placing 473.74930



8955.56 Mixing and Placing 13149.420 0


Labour rate









239.70130

724.02390

964.70920

1604.5690

1063.5320

1402.6330

1067.4750

152.8830

7488.7180

7368.6980

Labour rate

921.8340

1778.1360

2659.8830

1710.7170

1136.9090

2211.2540

3385.5080

672.8640

726.56020

765.65040

1215.4370

1026.0170

840.5640

492.71550

6317.9940

Labour rate

6723.4850

2134.7890

2296.5230

1954.6730

2179.0250

486.9750

1146.6670

589.530

535.350

339.71250

330.24520

759.74640

756.99120

3513.733

Labour rate

0

776.63840

1257.4730

516.46310

1605.1970

721.3250

6405.1020

5231.0410

3398.6160

7858.862

Labour rate

0

5843.7710

1157.6040

3620

4110

6750

13500

5310

17710

7650

6960

1430

1710

47.250

537.73650

299.09040

339.68220

473.78120

384.75830

299.22320

Labour rate

365.32610

295.65510

344.5590

437.76150

477.75150

558.37650

195.0780

111.55270

283.07440

351.35260

373.7560

131.8380

42.50550

337.14150

37.605650

44.249150

Labour rate

202.48610

32.111330

140.18370

240.95590

90.24840

45.7950

117.29280

190.50240

200.61790

287.80030

431.38560

695.60930

1514.6910

39.8520

134.68990

163.50140

Labour rate

28.80

37.20

540

76.80

1380

205.20

484.80

6840

45.60

53.40

82.80

112.80

199.20

283.20

632.40

1066.80

1073.6470

732.18390

1323.0290

Labour rate

1922.987000

9156.140

4568.4860

2998.8860

6204.6860

5291.40

1355.27

Labour rate

01827.027

0

Form No EASF1-39

Project : Civil Term Contract ProjectItem Description Times Length Width Depth AREA VOLUME Item Unit Rate Amount

Class K : Pipework- Manholes And

Pipework Ancillaries

Insitu Concrete chamber Type C; as

Standard Details SD1.4

K248 Depth not exceeding 1.5m

1 Excavation 3.143 0.900 0.900 1.5 0.955 20 19.093

2 Dewatering 1.000 1.000 0.00 -

Concrete

3 Concrete Blinding 50mm Thick 3.143 1.100 1.100 0.05 0.048 50 2.377

4 Base concrete 3.143 0.900 0.900 0.2 0.127 43 5.473

5 Wall Concrete 3.143 0.900 0.900 1.1 0.700 43 30.103

(3.143) 0.600 0.600 1.1 (0.311) 43 (13.379)

6 Concrete Haunch 3.143 1.100 1.100 0.3 0.285 43 12.264

(3.143) 0.700 0.700 0.3 (0.115) 43 (4.966)

8 Heavy duty Cover Dia 600mm 1.000 1.000 35.00 35.000

9 Paint Protection in accordence with 1.000 1.000 20.00 20.000

Section G of the Specification

10 For finishing of manhole 1.000 1.000 10.00 10.000

11 Formwork 1.000 1.000 20.00 20.000

12 Soaring 1.000 1.000 -

13 Backfilling 1.000 1.000 5.00 5.000

Sub Total 140.965

For Price fluctuation 10% 14.096

Sub Total 155.061

O/H and Profit 18% 27.911

182.972

K249 Depth 1.5-2.0 m

1 Excavation 3.143 0.900 0.900 2 1.273 20 25.457

2 Dewatering 1.000 1.000 0.00 -

Concrete


4 Base concrete 3.143 0.900 0.900 0.2 0.127 43 5.473

5 Wall Concrete 3.143 0.900 0.900 1.6 1.018 43 43.786

(3.143) 0.600 0.600 1.6 (0.453) 43 (19.461)

6 Concrete Haunch 3.143 1.100 1.100 0.3 0.285 43 12.264

(3.143) 0.700 0.700 0.3 (0.115) 43 (4.966)

Form No EASF1-39

Item Description Times Length Width Depth AREA VOLUME Item Unit Rate Amount





11 Formwork 1.000 1.000 20.00 20.000

12 Soaring 1.000 1.000 -

13 Backfilling 1.000 1.000 10.00 10.000

Sub Total 159.931


Sub Total 175.924


207.590

Insitu concrete Chamber Type F, as

Standard Detail SD1.7; Including RTR liner

K250 Depth 1.5-2.0 m

1 Excavation 3.143 2.000 2.000 2 6.286 20 125.714

2 Dewatering 5.000 5.000 15.00 75.000

Concrete


4 Base concrete 3.143 1.700 1.700 0.3 0.681 43 29.292

5 Wall Concrete 3.143 1.700 1.700 1.4 3.179 43 136.697

(3.143) 1.200 1.200 1.4 (1.584) 43 (68.112)

6 Concrete top slab 3.143 1.700 1.700 0.25 0.568 43 24.410

use for top finish (3.143) 0.800 0.800 0.25 (0.126) -





11 Formwork 1.000 1.000 50.00 50.000

12 Soaring 1.000 1.000 0.00 -

13 Backfilling 1.000 1.000 30.00 30.000

14 1000G Polythene sheet 1.000 1.000 3.00 3.000

15 RTR liner in according with section F of 1.000 1.000 50.00 50.000

the specification

16 Reinforcement 55.000 55.000 1.00 55.000

Form No EASF1-39


Sub Total 583.093


Sub Total 641.402


756.854

Gullies

K295 Platic with insitu concrete surround

SD 3.10

1 Excavation 1.000 0.800 0.800 1.4 0.224 20 4.480

2 Dewatering 5.000 5.000 0.00 -

Concrete

3 Concrete Blinding 50mm Thick 1.000 - 50 -

4 Base concrete 3.143 0.800 0.800 0.15 0.083 43 3.568

5 Wall Concrete 3.143 0.800 0.800 0.85 0.470 43 20.217

(3.143) 0.450 0.450 0.85 (0.149) 43 (6.397)

6 Concrete top slab 1.000 0.800 0.800 0.25 0.160 43 6.880

use for top finish (1.000) 0.400 0.400 0.25 (0.040) 43 (1.720)




10 For finishing of manhole 1.000 1.000 -

11 Formwork 1.000 1.000 5.00 5.000

12 Soaring 1.000 1.000 0.00 -

13 Backfilling 1.000 1.000 5.00 5.000


15 RTR liner in according with section F of 1.000 1.000 0.00 -

the specification

16 Reinforcement 55.000 55.000 0.00 -

Sub Total 108.028


Sub Total 118.831


140.221

K297 Restricted Gully as standard details SR

CD 5.02

1 Excavation 1.000 1.200 1.200 1.3 1.872 10 18.720

Form No EASF1-39


2 Dewatering 5.000 5.000 0.00 -

Concrete


4 Base concrete 1.000 0.900 0.900 0.225 0.200 43 8.620

5 Wall Concrete 2.000 0.900 0.875 0.15 0.260 43 11.175

2.000 0.600 0.875 0.15 0.173 43 7.450

6 Concrete top slab - 43 -

use for top finish - -




10 For finishing of manhole 1.000 1.000 -

11 Formwork 1.000 1.000 10.00 10.000

12 Soaring 1.000 1.000 0.00 -

13 Backfilling 1.000 1.000 5.00 5.000


15 RTR liner in according with section F of 1.000 1.000 0.00 -

the specification

16 Reinforcement 55.000 55.000 0.00 -

Sub Total 109.490


Sub Total 120.439


142.118

Ducts; uPVC pipe to BS3506

(except class O) spigot and socket

flexible joints in service ducts; as SD 5.06

& 5.07

K298 Service duct; 1X 100 mm

1 Excavation 1.000 1.000 0.400 0.950 0.380 5 1.900

2 uPVC pipe 100 mm dia. 1.000 1.000 1.000 1 1.000

3 Concrete 1.000 1.000 0.400 0.400 0.176 43 7.568

(3.143) 1.000 0.100 0.100 (0.009) 43 (0.372)

Sub Total 10.096


Sub Total 11.106

Form No EASF1-39



13.105

Service duct; 2 X 100 mm

1 Excavation 1.000 1.000 0.650 0.950 0.617 5 3.087

2 uPVC pipe 100 mm dia. 2.000 1.000 2.000 1 2.000

3 Concrete 1.000 1.000 0.650 0.400 0.286 43 12.298

(6.286) 1.000 0.100 0.100 (0.017) 43 (0.743)

Sub Total 16.642


Sub Total 18.306


21.602


1 Excavation 1.000 1.000 0.650 1.200 0.780 5 3.900

2 uPVC pipe 100 mm dia. 3.000 1.000 3.000 1 3.000

3 Concrete 1.000 1.000 0.650 0.650 0.465 43 19.984

(9.429) 1.000 0.100 0.100 (0.026) 43 (1.115)

Sub Total 25.769


Sub Total 28.346


33.449


1 Excavation 1.000 1.000 0.650 1.200 0.780 5 3.900

2 uPVC pipe 100 mm dia. 4.000 1.000 4.000 1 4.000

3 Concrete 1.000 1.000 0.650 0.650 0.465 43 19.984

(12.571) 1.000 0.100 0.100 (0.035) 43 (1.487)

Sub Total 26.398


Sub Total 29.037


34.264


1 Excavation 1.000 1.000 0.900 1.200 1.080 5 5.400

2 uPVC pipe 100 mm dia. 6.000 1.000 6.000 1 6.000

3 Concrete 1.000 1.000 0.900 0.650 0.644 43 27.671

(18.857) 1.000 0.100 0.100 (0.052) 43 (2.230)

Sub Total 36.841

Form No EASF1-39



Sub Total 40.525


47.819


1 Excavation 1.000 1.000 1.150 1.200 1.380 5 6.900

2 uPVC pipe 100 mm dia. 8.000 1.000 8.000 1 8.000

3 Concrete 1.000 1.000 1.150 0.650 0.822 43 35.357

(25.143) 1.000 0.100 0.100 (0.069) 43 (2.973)

Sub Total 47.284


Sub Total 52.012


61.374

Service duct; 1X 150 mm

1 Excavation 1.000 1.000 0.450 1.000 0.450 5 2.250

2 uPVC pipe 150 mm dia. 1.000 1.000 1.000 1.78 1.780

3 Concrete 1.000 1.000 0.450 0.450 0.223 43 9.578

(3.143) 1.000 0.150 0.150 (0.019) 43 (0.836)

Sub Total 12.772


Sub Total 14.049


16.578


1 Excavation 1.000 1.000 0.750 1.000 0.750 5 3.750

2 uPVC pipe 150 mm dia. 2.000 1.000 2.000 1.78 3.560

3 Concrete 1.000 1.000 0.750 0.450 0.371 43 15.964

(6.286) 1.000 0.150 0.150 (0.039) 43 (1.672)

Sub Total 21.601


Sub Total 23.761


28.039


1 Excavation 1.000 1.000 0.750 1.300 0.975 5 4.875

2 uPVC pipe 150 mm dia. 3.000 1.000 3.000 1.78 5.340

3 Concrete 1.000 1.000 0.750 0.750 0.619 43 26.606

(9.429) 1.000 0.150 0.150 (0.058) 43 (2.509)

Form No EASF1-39


Sub Total 34.313


Sub Total 37.744


44.538


1 Excavation 1.000 1.000 0.750 1.300 0.975 5 4.875

2 uPVC pipe 150 mm dia. 4.000 1.000 4.000 1.78 7.120

3 Concrete 1.000 1.000 0.750 0.750 0.619 43 26.606

(12.571) 1.000 0.150 0.150 (0.078) 43 (3.345)

Sub Total 35.256


Sub Total 38.782


45.763


1 Excavation 1.000 1.000 1.050 1.300 1.365 5 6.825

2 uPVC pipe 150 mm dia. 6.000 1.000 6.000 1.78 10.680

3 Concrete 1.000 1.000 1.050 0.750 0.866 43 37.249

(18.857) 1.000 0.150 0.150 (0.117) 43 (5.017)

Sub Total 49.737


Sub Total 54.710


64.558


1 Excavation 1.000 1.000 1.350 1.300 1.755 5 8.775

2 uPVC pipe 150 mm dia. 8.000 1.000 8.000 1.78 14.240

3 Concrete 1.000 1.000 1.350 0.750 1.114 43 47.891

(25.143) 1.000 0.100 0.100 (0.069) 43 (2.973)

Sub Total 67.933


Sub Total 74.726


88.177


1 Excavation 1.000 1.000 0.500 1.050 0.525 5 2.625

2 uPVC pipe 200 mm dia. 1.000 1.000 1.000 3.7 3.700

Form No EASF1-39


3 Concrete 1.000 1.000 0.500 0.500 0.275 43 11.825

(3.143) 1.000 0.200 0.200 (0.035) 43 (1.487)

Sub Total 16.663


Sub Total 18.330


21.629


1 Excavation 1.000 1.000 0.850 1.050 0.893 5 4.462

2 uPVC pipe 200 mm dia. 2.000 1.000 2.000 3.7 7.400

3 Concrete 1.000 1.000 0.850 0.500 0.468 43 20.103

(6.286) 1.000 0.200 0.200 (0.069) 43 (2.973)

Sub Total 28.992


Sub Total 31.891


37.631


1 Excavation 1.000 1.000 0.850 1.400 1.190 5 5.950

2 uPVC pipe 200 mm dia. 3.000 1.000 3.000 3.7 11.100

3 Concrete 1.000 1.000 0.850 0.850 0.795 43 34.174

(9.429) 1.000 0.200 0.200 (0.104) 43 (4.460)

Sub Total 46.765


Sub Total 51.441


60.700


1 Excavation 1.000 1.000 0.850 1.400 1.190 5 5.950

2 uPVC pipe 200 mm dia. 4.000 1.000 4.000 3.7 14.800

3 Concrete 1.000 1.000 0.850 0.850 0.795 43 34.174

(12.571) 1.000 0.200 0.200 (0.138) 43 (5.946)

Sub Total 48.978


Sub Total 53.876


63.573


1 Excavation 1.000 1.000 1.200 1.400 1.680 5 8.400

Form No EASF1-39


2 uPVC pipe 200 mm dia. 6.000 1.000 6.000 3.7 22.200

3 Concrete 1.000 1.000 1.200 0.850 1.122 43 48.246

(18.857) 1.000 0.200 0.200 (0.207) 43 (8.919)

Sub Total 69.927


Sub Total 76.919


90.765


1 Excavation 1.000 1.000 1.550 1.400 2.170 5 10.850

2 uPVC pipe 200 mm dia. 8.000 1.000 8.000 1.78 14.240

3 Concrete 1.000 1.000 1.550 0.850 1.449 43 62.318

(25.143) 1.000 0.200 0.200 (0.277) 43 (11.893)

Sub Total 75.515


Sub Total 83.067


98.019

Collect material from Batelco store and

lay crossings in accordance with Batelco

specification


1 Excavation 1.000 1.000 0.350 0.750 0.262 10 2.625

2 uPVC pipe 92 mm dia. 1.000 1.000 1.000 -

3 Concrete 1.000 1.000 0.350 0.250 0.096 43 4.139

(3.143) - 43 -

4 Sucontract profit 8.000

Sub Total 14.764


Sub Total 16.240


19.163


1 Excavation 1.000 1.000 0.850 1.050 0.893 5 4.462

2 uPVC pipe 200 mm dia. 2.000 1.000 2.000 3.7 7.400

3 Concrete 1.000 1.000 0.850 0.500 0.468 43 20.103

(6.286) 1.000 0.200 0.200 (0.069) 43 (2.973)

Sub Total 28.992


Sub Total 31.891


Form No EASF1-39


37.631


1 Excavation 1.000 1.000 0.850 1.400 1.190 5 5.950

2 uPVC pipe 200 mm dia. 3.000 1.000 3.000 3.7 11.100

3 Concrete 1.000 1.000 0.850 0.850 0.795 43 34.174

(9.429) 1.000 0.200 0.200 (0.104) 43 (4.460)

Sub Total 46.765


Sub Total 51.441


60.700


1 Excavation 1.000 1.000 0.850 1.400 1.190 5 5.950

2 uPVC pipe 200 mm dia. 4.000 1.000 4.000 3.7 14.800

3 Concrete 1.000 1.000 0.850 0.850 0.795 43 34.174

(12.571) 1.000 0.200 0.200 (0.138) 43 (5.946)

Sub Total 48.978


Sub Total 53.876


63.573


1 Excavation 1.000 1.000 1.200 1.400 1.680 5 8.400

2 uPVC pipe 200 mm dia. 6.000 1.000 6.000 3.7 22.200

3 Concrete 1.000 1.000 1.200 0.850 1.122 43 48.246

(18.857) 1.000 0.200 0.200 (0.207) 43 (8.919)

Sub Total 69.927


Sub Total 76.919


90.765


1 Excavation 1.000 1.000 1.550 1.400 2.170 5 10.850

2 uPVC pipe 200 mm dia. 8.000 1.000 8.000 1.78 14.240

3 Concrete 1.000 1.000 1.550 0.850 1.449 43 62.318

(25.143) 1.000 0.200 0.200 (0.277) 43 (11.893)

Sub Total 75.515


Form No EASF1-39


Sub Total 83.067


98.019

Form No EASF1-39


Ref Unit Qty. Rate PWA Amount PWA EAMCO PWA EAMCO

A1 1 1,500.000 1,500.000 1,500.000 1,500.000 A2 1 50.000 50.000 50.000 50.000 A3 1 10.000 10.000 10.000 10.000 A4 1 50.000 50.000 50.000 50.000 A5 1 5.000 5.000 5.000 5.000 A6 1 - - - - A7 1 5.000 5.000 5.000 5.000 A8 1 150.000 150.000 150.000 150.000 A9 1 7.000 7.000 7.000 7.000 A10 1 50.000 50.000 50.000 50.000 A11 1 3.000 3.000 3.000 3.000 A12 1 55.000 55.000 55.000 55.000 A13 1 35.000 35.000 35.000 35.000

Page 25A 1,920.000 1,920.000 -

B14 1 1.000 2.000 1.000 2.000 B15 1 5.000 10.000 5.000 10.000 B16 1 1.500 4.000 1.500 4.000 B17 1 7.500 12.000 7.500 12.000 B18 1 3.000 5.000 3.000 5.000 B19 1 10.000 15.000 10.000 15.000 B20 1 3.500 3.500 3.500 3.500 B21 1 15.000 15.000 15.000 15.000 B22 1 2.000 2.000 2.000 2.000 B23 1 6.000 6.000 6.000 6.000 B24 1 1.000 1.000 1.000 1.000 B25 1 5.000 5.000 5.000 5.000 B26 1 5.500 5.500 5.500 5.500 B27 1 6.000 6.000 6.000 6.000

Page 26A 72.000 92.000 27.778

D29 1 100.000 100.000 100.000 100.000 D30 1 1.000 1.000 1.000 1.000 D31 1 8.000 8.000 8.000 8.000 D32 1 15.000 15.000 15.000 15.000 D33 1 20.000 20.000 20.000 20.000 D34 1 22.000 22.000 22.000 22.000 D35 1 30.000 30.000 30.000 30.000 D36 1 40.000 40.000 40.000 40.000 D37 1 10.000 10.000 10.000 10.000 D38 1 20.000 20.000 20.000 20.000 D39 1 22.000 22.000 22.000 22.000 D40 1 27.000 27.000 27.000 27.000 D41 1 30.000 30.000 30.000 30.000 D42 1 20.000 20.000 20.000 20.000 D43 1 1.000 1.000 1.000 1.000 D44 1 1.500 1.500 1.500 1.500 D45 1 2.000 2.000 2.000 2.000 D46 1 3.000 3.000 3.000 3.000 D47 1 2.100 2.100 2.100 2.100 D48 1 3.100 3.100 3.100 3.100

D49 1 2.000 2.000 2.000 2.000 D50 1 1.000 1.000 1.000 1.000 D51 1 3.000 3.000 3.000 3.000 D52 1 5.000 5.000 5.000 5.000 D53 1 6.000 6.000 6.000 6.000 D54 1 35.000 35.000 35.000 35.000 D55 1 20.000 20.000 20.000 20.000 D56 1 1.000 1.000 1.000 1.000 D57 1 1.500 1.500 1.500 1.500 D58 1 3.000 3.000 3.000 3.000 D59 1 12.000 12.000 12.000 12.000 D60 1 35.000 35.000 35.000 35.000 D61 1 1.500 1.500 1.500 1.500 D62 1 0.500 0.500 0.500 0.500 D63 1 8.000 8.000 8.000 8.000 D64 1 10.000 10.000 10.000 10.000 D65 1 0.800 0.800 0.800 0.800 D66 1 5.000 5.000 5.000 5.000 D67 1 12.000 12.000 12.000 12.000 D68 1 15.000 15.000 15.000 15.000 D69 1 1.000 1.000 1.000 1.000 D70 1 12.000 12.000 12.000 12.000 D71 1 1.800 1.800 1.800 1.800

Page 28A 569.800 569.800 -

E72 1 1.200 1.200 1.200 1.200 E73 1 1.000 1.000 1.000 1.000 E74 1 7.000 6.600 7.000 6.600 E75 1 7.000 7.000 7.000 7.000 E76 1 10.000 10.000 10.000 10.000 E77 1 8.000 8.000 8.000 8.000 E78 1 6.000 7.000 6.000 7.000 E79 1 10.000 10.000 10.000 10.000 E80 1 1.200 1.200 1.200 1.200 E81 1 1.300 1.300 1.300 1.300 E82 1 1.500 1.500 1.500 1.500 E83 1 1.600 1.600 1.600 1.600 E84 1 3.000 3.000 3.000 3.000 E85 1 - - - - E86 1 0.100 0.100 0.100 0.100 E87 1 0.200 0.200 0.200 0.200 E88 1 0.150 0.150 0.150 0.150 E89 1 0.400 0.400 0.400 0.400 E90 1 0.600 0.600 0.600 0.600 E91 1 0.200 0.200 0.200 0.200 E92 1 0.100 0.100 0.100 0.100 E93 1 0.200 0.200 0.200 0.200 E94 1 0.300 0.300 0.300 0.300 E95 1 1.000 1.000 1.000 1.000 E96 1 1.200 1.200 1.200 1.200 E97 1 1.200 1.200 1.200 1.200 E98 1 1.400 1.400 1.400 1.400

E99 1 1.400 1.400 1.400 1.400 E100 1 1.600 1.600 1.600 1.600 E101 1 1.000 1.000 1.000 1.000 E102 1 1.500 1.500 1.500 1.500 E103 1 0.600 0.600 0.600 0.600 E104 1 0.700 0.700 0.700 0.700 E105 1 7.500 8.850 7.500 8.850 E106 1 4.000 4.200 4.000 4.200 E107 1 1.000 1.000 1.000 1.000 E108 1 10.000 10.000 10.000 10.000 E109 1 6.000 6.000 6.000 6.000 E110 1 0.250 0.315 0.250 0.315 E111 1 0.350 0.420 0.350 0.420 E112 1 0.500 0.630 0.500 0.630 E113 1 0.650 0.840 0.650 0.840 E114 1 0.400 0.470 0.400 0.470 E115 1 0.700 0.830 0.700 0.830 E116 1 1.000 1.190 1.000 1.190 E117 1 0.300 0.465 0.300 0.465 E118 1 0.700 0.700 0.700 0.700 E119 1 0.900 0.900 0.900 0.900 E120 1 1.000 1.000 1.000 1.000 E121 1 0.500 0.500 0.500 0.500 E122 1 0.800 0.800 0.800 0.800 E123 1 1.000 1.000 1.000 1.000 E124 1 1.100 1.100 1.100 1.100 E125 1 0.600 0.600 0.600 0.600 E126 1 0.600 0.950 0.600 0.950 E127 1 0.900 1.425 0.900 1.425 E128 1 1.200 1.900 1.200 1.900 E129 1 0.450 0.800 0.450 0.800 E130 1 1.600 1.600 1.600 1.600 E131 1 2.300 2.300 2.300 2.300 E132 1 2.900 2.900 2.900 2.900 E133 1 1.200 1.200 1.200 1.200 E134 1 5.000 5.000 5.000 5.000 E135 1 - - - - E136 1 - - - - E137 1 - - - - E138 1 7.500 7.500 7.500 7.500 E139 1 0.550 0.800 0.550 0.800 E140 1 0.800 1.200 0.800 1.200 E141 1 1.000 1.600 1.000 1.600 E142 1 5.000 8.000 5.000 8.000 E143 1 2.500 3.000 2.500 3.000 E144 1 3.300 3.500 3.300 3.500 E145 1 4.250 4.250 4.250 4.250 E146 1 8.000 8.500 8.000 8.500 E147 1 11.000 11.000 11.000 11.000 E148 1 3.600 3.600 3.600 3.600 E149 1 4.500 4.500 4.500 4.500 E150 1 9.000 9.000 9.000 9.000 E151 1 0.650 1.000 0.650 1.000

E152 1 0.650 1.000 0.650 1.000 E153 1 0.100 0.200 0.100 0.200 E154 1 0.150 0.350 0.150 0.350 E155 1 0.300 0.500 0.300 0.500 E156 1 0.400 0.650 0.400 0.650 E157 1 0.200 0.200 0.200 0.200 E158 1 0.400 0.400 0.400 0.400 E159 1 0.500 0.500 0.500 0.500 E160 1 1.000 1.000 1.000 1.000 E161 1 1.100 1.100 1.100 1.100 E162 1 1.200 1.200 1.200 1.200 E163 1 2.000 2.000 2.000 2.000 E164 1 0.200 0.200 0.200 0.200 E165 1 1.500 1.500 1.500 1.500 E166 1 4.500 6.000 4.500 6.000 E167 1 1.000 1.000 1.000 1.000 E168 1 0.600 0.600 0.600 0.600 E169 1 2.800 2.800 2.800 2.800 E170 1 0.250 0.340 0.250 0.340 E171 1 38.000 42.500 38.000 42.500 E172 1 6.000 6.000 6.000 6.000

Page 33A 252.550 270.625 7.157

F173 1 50.000 47.000 50.000 47.000 F174 1 40.000 50.000 40.000 50.000 F175 1 5.300 5.300 5.300 5.300 F176 1 5.500 5.500 5.500 5.500 F177 1 6.000 6.000 6.000 6.000 F178 1 6.000 6.000 6.000 6.000 F179 1 5.800 5.800 5.800 5.800 F180 1 6.000 6.000 6.000 6.000 F181 1 5.000 5.000 5.000 5.000 F182 1 6.000 6.000 6.000 6.000

Page 34A 135.600 142.600 5.162

G183 1 0.650 0.750 0.650 0.750 G184 1 1.000 1.300 1.000 1.300 G185 1 6.500 6.500 6.500 6.500 G186 1 6.000 8.000 6.000 8.000 G187 1 5.500 8.000 5.500 8.000 G188 1 0.700 0.750 0.700 0.750 G189 1 1.200 1.300 1.200 1.300 G190 1 7.000 7.000 7.000 7.000 G191 1 6.500 8.000 6.500 8.000 G192 1 5.500 8.000 5.500 8.000 G193 1 0.230 0.295 0.230 0.295 G194 1 0.220 0.290 0.220 0.290 G195 1 1.000 1.000 1.000 1.000 G196 1 0.250 0.250 0.250 0.250

Page 35A 42.250 51.435 21.740

I197 1 50.000 50.000 50.000 50.000 I198 1 55.000 55.000 55.000 55.000

I199 1 60.000 60.000 60.000 60.000 I200 1 65.000 65.000 65.000 65.000 I201 1 70.000 70.000 70.000 70.000 I202 1 75.000 75.000 75.000 75.000 I203 1 55.000 62.000 55.000 62.000 I204 1 60.000 66.500 60.000 66.500 I205 1 65.000 70.000 65.000 70.000 I206 1 70.000 89.000 70.000 89.000 I207 1 75.000 93.000 75.000 93.000 I208 1 10.000 10.000 10.000 10.000 I209 1 11.000 12.000 11.000 12.000 I210 1 - - - - I211 1 6.000 7.100 6.000 7.100 I212 1 7.000 9.000 7.000 9.000 I213 1 9.000 10.750 9.000 10.750 I214 1 12.000 12.600 12.000 12.600 I215 1 14.500 14.500 14.500 14.500 I216 1 8.000 9.100 8.000 9.100 I217 1 10.000 11.150 10.000 11.150 I218 1 12.000 13.150 12.000 13.150 I219 1 14.000 15.200 14.000 15.200 I220 1 16.000 17.240 16.000 17.240 I221 1 18.000 21.300 18.000 21.300 I222 1 11.000 11.600 11.000 11.600 I223 1 12.000 13.900 12.000 13.900 I224 1 14.000 16.150 14.000 16.150 I225 1 16.500 18.430 16.500 18.430 I226 1 19.500 20.700 19.500 20.700 I227 1 22.000 23.000 22.000 23.000 I228 1 16.000 16.000 16.000 16.000 I229 1 18.000 18.000 18.000 18.000 I230 1 20.000 20.000 20.000 20.000 I231 1 23.000 23.000 23.000 23.000 I232 1 25.000 25.000 25.000 25.000 I233 1 27.000 27.000 27.000 27.000 I234 1 9.500 11.500 9.500 11.500 I235 1 10.500 12.600 10.500 12.600

Page 37A 1,091.500 1,175.470 7.693

J236 1 6.000 7.200 6.000 7.200 J237 1 10.000 12.000 10.000 12.000 J238 1 14.000 16.800 14.000 16.800 J239 1 10.000 12.000 10.000 12.000 J240 1 11.000 13.200 11.000 13.200 J241 1 15.000 18.000 15.000 18.000 J242 1 15.000 18.000 15.000 18.000 J243 1 4.000 5.000 4.000 5.000 J244 1 6.000 7.200 6.000 7.200 J245 1 8.000 9.600 8.000 9.600 J246 1 7.000 7.000 7.000 7.000 J247 1 6.000 6.000 6.000 6.000

Page 37A 112.000 132.000 17.857

K248 1 130.000 156.000 130.000 156.000 K249 1 150.000 180.000 150.000 180.000 K250 1 650.000 750.000 650.000 750.000 K251 1 700.000 805.000 700.000 805.000 K252 1 750.000 750.000 750.000 750.000 K253 1 780.000 780.000 780.000 780.000 K254 1 1,100.000 1,210.000 1,100.000 1,210.000 K255 1 1,200.000 1,320.000 1,200.000 1,320.000 K256 1 1,250.000 1,375.000 1,250.000 1,375.000 K257 1 1,300.000 1,430.000 1,300.000 1,430.000 K258 1 270.000 324.000 270.000 324.000 K259 1 330.000 396.000 330.000 396.000 K260 1 330.000 396.000 330.000 396.000 K261 1 390.000 468.000 390.000 468.000 K262 1 500.000 550.000 500.000 550.000 K263 1 550.000 660.000 550.000 660.000 K264 1 600.000 720.000 600.000 720.000 K265 1 660.000 792.000 660.000 792.000 K266 1 720.000 864.000 720.000 864.000 K267 1 600.000 720.000 600.000 720.000 K268 1 680.000 816.000 680.000 816.000 K269 1 720.000 864.000 720.000 864.000 K270 1 800.000 880.000 800.000 880.000 K271 1 900.000 990.000 900.000 990.000 K272 1 650.000 715.000 650.000 715.000 K273 1 700.000 770.000 700.000 770.000 K274 1 750.000 825.000 750.000 825.000 K275 1 650.000 715.000 650.000 715.000 K276 1 700.000 770.000 700.000 770.000 K277 1 750.000 825.000 750.000 825.000 K278 1 800.000 880.000 800.000 880.000 K279 1 900.000 990.000 900.000 990.000 K280 1 850.000 935.000 850.000 935.000 K281 1 1,600.000 1,760.000 1,600.000 1,760.000 K282 1 2,200.000 2,420.000 2,200.000 2,420.000 K283 1 550.000 660.000 550.000 660.000 K284 1 650.000 715.000 650.000 715.000 K285 1 600.000 720.000 600.000 720.000 K286 1 700.000 770.000 700.000 770.000 K287 1 750.000 825.000 750.000 825.000 K288 1 40.000 40.000 40.000 40.000 K289 1 70.000 80.000 70.000 80.000 K290 1 100.000 115.000 100.000 115.000 K291 1 220.000 250.000 220.000 250.000 K292 1 280.000 310.000 280.000 310.000 K293 1 240.000 260.000 240.000 260.000 K294 1 130.000 140.000 130.000 140.000 K295 1 130.000 140.000 130.000 140.000 K296 1 135.000 145.000 135.000 145.000 K297 1 125.000 142.000 125.000 142.000 K298 1 5.000 6.000 5.000 6.000 K299 1 6.500 7.500 6.500 7.500 K300 1 7.500 8.500 7.500 8.500

K301 1 6.000 7.000 6.000 7.000 K302 1 9.000 10.000 9.000 10.000 K303 1 12.000 13.000 12.000 13.000 K304 1 7.500 8.500 7.500 8.500 K305 1 12.000 13.000 12.000 13.000 K306 1 15.000 16.000 15.000 16.000 K307 1 9.000 10.000 9.000 10.000 K308 1 15.000 16.000 15.000 16.000 K309 1 14.000 15.000 14.000 15.000 K310 1 23.000 24.000 23.000 24.000 K311 1 21.000 22.000 21.000 22.000 K312 1 30.000 31.000 30.000 31.000 K313 1 40.000 42.000 40.000 42.000 K314 1 4.500 4.500 4.500 4.500 K315 1 5.000 5.000 5.000 5.000 K316 1 6.500 6.500 6.500 6.500 K317 1 8.000 8.000 8.000 8.000 K318 1 12.000 12.000 12.000 12.000 K319 1 12.000 24.000 12.000 24.000 K320 1 24.000 40.000 24.000 40.000 K321 1 20.000 30.000 20.000 30.000 K322 1 30.000 60.000 30.000 60.000 K323 1 15.000 35.000 15.000 35.000 K324 1 25.000 50.000 25.000 50.000 K325 1 8.000 10.000 8.000 10.000 K326 1 15.000 18.000 15.000 18.000 K327 1 5.000 20.000 5.000 20.000 K328 1 4.000 10.840 4.000 10.840 K329 1 8.000 18.570 8.000 18.570 K330 1 16.000 31.200 16.000 31.200 K331 1 3.500 10.000 3.500 10.000 K332 1 7.000 17.150 7.000 17.150 K333 1 14.000 28.780 14.000 28.780 K334 1 6.000 10.000 6.000 10.000 K335 1 12.000 15.000 12.000 15.000 K336 1 24.000 30.000 24.000 30.000 K337 1 6.000 7.500 6.000 7.500 K338 1 12.000 12.500 12.000 12.500 K339 1 24.000 24.000 24.000 24.000 K340 1 50.000 50.000 50.000 50.000 K341 1 70.000 90.000 70.000 90.000 K342 1 30.000 30.000 30.000 30.000 K343 1 40.000 60.000 40.000 60.000 K344 1 170.000 170.000 170.000 170.000 K345 1 200.000 200.000 200.000 200.000 K346 1 180.000 180.000 180.000 180.000 K347 1 210.000 210.000 210.000 210.000 K348 1 300.000 320.000 300.000 320.000 K349 1 360.000 390.000 360.000 390.000 K350 1 170.000 170.000 170.000 170.000 K351 1 200.000 200.000 200.000 200.000 K352 1 290.000 290.000 290.000 290.000 K353 1 350.000 350.000 350.000 350.000

K354 1 40.000 40.000 40.000 40.000 K355 1 45.000 45.000 45.000 45.000 K356 1 35.000 35.000 35.000 35.000 K357 1 40.000 40.000 40.000 40.000 K358 1 25.000 25.000 25.000 25.000 K359 1 40.000 40.000 40.000 40.000 K360 1 60.000 60.000 60.000 60.000 K361 1 35.000 35.000 35.000 35.000 K362 1 50.000 50.000 50.000 50.000 K363 1 80.000 80.000 80.000 80.000 K364 1 25.000 55.000 25.000 55.000 K365 1 3.000 3.000 3.000 3.000

Page 44A 34,987.000 39,119.040 11.810

L366 1 7.000 7.000 7.000 7.000 L367 1 7.000 7.000 7.000 7.000 L368 1 10.000 10.000 10.000 10.000 L369 1 6.000 6.000 6.000 6.000 L370 1 4.000 9.500 4.000 9.500 L371 1 7.500 10.000 7.500 10.000 L372 1 28.000 45.000 28.000 45.000 L373 1 7.000 18.000 7.000 18.000 L374 1 2.500 7.000 2.500 7.000 L375 1 1.200 1.800 1.200 1.800 L376 1 1.800 1.800 1.800 1.800 L377 1 2.000 2.700 2.000 2.700 L378 1 2.200 2.200 2.200 2.200 L379 1 2.500 2.780 2.500 2.780 L380 1 2.800 3.050 2.800 3.050 L381 1 3.000 3.200 3.000 3.200 L382 1 3.300 3.300 3.300 3.300 L383 1 3.500 3.500 3.500 3.500 L384 1 3.800 4.600 3.800 4.600 L385 1 4.000 4.500 4.000 4.500 L386 1 4.200 5.500 4.200 5.500 L387 1 4.500 6.000 4.500 6.000 L388 1 4.700 7.000 4.700 7.000 L389 1 2.500 2.500 2.500 2.500 L390 1 3.500 3.500 3.500 3.500 L391 1 4.000 6.000 4.000 6.000 L392 1 10.000 12.000 10.000 12.000 L393 1 12.000 14.000 12.000 14.000 L394 1 15.000 17.000 15.000 17.000 L395 1 18.000 22.000 18.000 22.000 L396 1 19.000 21.500 19.000 21.500 L397 1 20.000 27.200 20.000 27.200 L398 1 22.000 30.000 22.000 30.000 L399 1 23.000 37.600 23.000 37.600 L400 1 25.000 37.700 25.000 37.700 L401 1 26.000 48.000 26.000 48.000 L402 1 14.000 16.000 14.000 16.000 L403 1 20.000 23.000 20.000 23.000 L404 1 27.000 32.000 27.000 32.000

A 383.500 521.430 35.966

R405 1 0.500 0.500 0.500 0.500 R406 1 0.650 0.720 0.650 0.720 R407 1 0.800 1.200 0.800 1.200 R408 1 1.500 1.700 1.500 1.700 R409 1 1.700 1.800 1.700 1.800 R410 1 2.000 2.400 2.000 2.400 R411 1 0.700 0.900 0.700 0.900 R412 1 1.000 1.350 1.000 1.350 R413 1 1.800 1.800 1.800 1.800 R414 1 0.550 0.600 0.550 0.600 R415 1 0.800 0.900 0.800 0.900 R416 1 1.000 1.200 1.000 1.200 R417 1 1.500 1.800 1.500 1.800 R418 1 2.000 2.400 2.000 2.400 R419 1 0.500 0.500 0.500 0.500 R420 1 0.700 0.700 0.700 0.700 R421 1 0.900 0.900 0.900 0.900 R422 1 1.400 1.400 1.400 1.400 R423 1 1.900 1.900 1.900 1.900 R424 1 2.400 2.700 2.400 2.700 R425 1 0.800 0.900 0.800 0.900 R426 1 1.400 1.400 1.400 1.400 R427 1 2.000 2.000 2.000 2.000 R428 1 0.200 0.500 0.200 0.500 R429 1 0.070 0.150 0.070 0.150 R430 1 0.100 0.225 0.100 0.225 R431 1 0.150 0.300 0.150 0.300 R432 1 0.200 0.450 0.200 0.450 R433 1 10.000 12.000 10.000 12.000 R434 1 11.000 14.000 11.000 14.000 R435 1 12.000 13.000 12.000 13.000 R436 1 3.000 8.250 3.000 8.250 R437 1 4.500 8.250 4.500 8.250 R438 1 1.000 1.000 1.000 1.000 R439 1 10.500 13.000 10.500 13.000 R440 1 12.500 14.000 12.500 14.000 R441 1 5.000 6.000 5.000 6.000 R442 1 5.500 7.500 5.500 7.500 R443 1 6.000 7.500 6.000 7.500 R444 1 1.400 1.400 1.400 1.400 R445 1 0.500 0.500 0.500 0.500 R446 1 0.700 0.700 0.700 0.700 R447 1 0.800 0.800 0.800 0.800 R448 1 1.300 1.300 1.300 1.300 R449 1 8.000 9.000 8.000 9.000 R450 1 9.000 10.000 9.000 10.000 R451 1 8.000 8.000 8.000 8.000 R452 1 8.000 8.000 8.000 8.000 R453 1 7.500 7.500 7.500 7.500 R454 1 9.000 9.000 9.000 9.000 R455 1 11.000 11.000 11.000 11.000

R456 1 9.000 9.000 9.000 9.000 R457 1 10.000 10.000 10.000 10.000 R458 1 12.000 12.000 12.000 12.000 R459 1 7.500 7.500 7.500 7.500 R460 1 9.000 9.000 9.000 9.000 R461 1 11.000 11.000 11.000 11.000 R462 1 9.000 9.000 9.000 9.000 R463 1 10.000 10.000 10.000 10.000 R464 1 12.000 12.000 12.000 12.000 R465 1 10.000 10.000 10.000 10.000 R466 1 12.000 12.000 12.000 12.000 R467 1 14.000 14.000 14.000 14.000 R468 1 15.000 15.000 15.000 15.000 R469 1 16.000 16.000 16.000 16.000 R470 1 17.000 17.000 17.000 17.000 R471 1 8.000 8.000 8.000 8.000 R472 1 9.000 9.000 9.000 9.000 R473 1 11.000 11.000 11.000 11.000 R474 1 9.000 9.000 9.000 9.000 R475 1 10.000 10.000 10.000 10.000 R476 1 12.000 12.000 12.000 12.000 R477 1 2.500 2.500 2.500 2.500 R478 1 2.700 2.700 2.700 2.700 R479 1 3.000 3.000 3.000 3.000 R480 1 30.000 30.000 30.000 30.000 R481 1 35.000 35.000 35.000 35.000 R482 1 40.000 40.000 40.000 40.000

Page 50A 521.120 550.695 5.675

X483 50 6.000 8.000 300.000 400.000 X484 100 4.000 6.000 400.000 600.000 X485 100 2.500 4.000 250.000 400.000 X486 500 0.250 0.700 125.000 350.000 X487 300 0.400 1.150 120.000 345.000 X488 500 0.350 0.700 175.000 350.000 X489 300 0.420 1.150 126.000 345.000 X490 3800 1.820 3.000 6,916.000 11,400.000 X491 150 2.100 4.000 315.000 600.000 X492 80 2.520 4.300 201.600 344.000 X493 20 2.000 4.000 40.000 80.000 X494 20 8.400 14.000 168.000 280.000 X495 60 4.500 7.000 270.000 420.000 X496 150 2.800 4.300 420.000 645.000 X497 6000 2.300 4.200 13,800.000 25,200.000 X498 250 3.400 6.200 850.000 1,550.000 X499 250 0.200 0.500 50.000 125.000 X500 750 0.100 0.400 75.000 300.000 X501 300 0.300 0.600 90.000 180.000 X502 1000 0.100 0.400 100.000 400.000 X503 6000 2.200 4.000 13,200.000 24,000.000 X504 120 3.200 6.000 384.000 720.000 X505 60 2.000 4.000 120.000 240.000 X506 20 16.800 20.000 336.000 400.000

X507 20 11.200 13.500 224.000 270.000 X508 250 7.000 10.000 1,750.000 2,500.000 X509 550 4.000 6.000 2,200.000 3,300.000 X510 350 6.000 9.000 2,100.000 3,150.000 X511 6000 4.600 7.000 27,600.000 42,000.000 X512 200 6.200 9.500 1,240.000 1,900.000 X513 100 0.100 0.400 10.000 40.000 X514 100 0.200 0.600 20.000 60.000 X515 12000 1.200 5.000 14,400.000 60,000.000 X516 1 22.000 22.000 22.000 22.000 X517 1 22.000 22.000 22.000 22.000 X518 1 10.000 27.000 10.000 27.000 X519 1 180.000 220.000 180.000 220.000 X520 1 75.000 95.000 75.000 95.000

Page 52A 88,684.600 183,280.000 106.665

Y521 1 350.000 385.000 350.000 385.000 Y522 1 400.000 440.000 400.000 440.000 Y523 1 430.000 475.000 430.000 475.000 Y524 1 460.000 506.000 460.000 506.000 Y525 1 500.000 550.000 500.000 550.000 Y526 1 540.000 595.000 540.000 595.000 Y527 1 500.000 550.000 500.000 550.000 Y528 1 600.000 660.000 600.000 660.000 Y529 1 650.000 715.000 650.000 715.000 Y530 1 680.000 750.000 680.000 750.000 Y531 1 700.000 770.000 700.000 770.000 Y532 1 730.000 800.000 730.000 800.000 Y533 1 12.000 14.000 12.000 14.000 Y534 1 15.000 17.000 15.000 17.000 Y535 1 18.000 20.000 18.000 20.000 Y536 1 24.000 24.000 24.000 24.000 Y537 1 28.000 28.000 28.000 28.000 Y538 1 30.000 30.000 30.000 30.000 Y539 1 30.000 30.000 30.000 30.000 Y540 1 33.000 33.000 33.000 33.000 Y541 1 35.000 35.000 35.000 35.000 Y542 1 33.000 33.000 33.000 33.000 Y543 1 45.000 45.000 45.000 45.000 Y544 1 58.000 58.000 58.000 58.000 Y545 1 40.000 40.000 40.000 40.000 Y546 1 52.000 52.000 52.000 52.000 Y547 1 65.000 65.000 65.000 65.000 Y548 1 1.200 2.500 1.200 2.500 Y549 1 2.300 3.500 2.300 3.500 Y550 1 3.300 5.500 3.300 5.500 Y551 1 6.000 6.000 6.000 6.000 Y552 1 15.000 18.000 15.000 18.000 Y553 1 30.000 38.000 30.000 38.000 Y554 1 60.000 75.000 60.000 75.000 Y555 1 2.000 5.000 2.000 5.000 Y556 1 2.500 7.000 2.500 7.000

Y557 1 3.000 4.000 3.000 4.000 Y558 1 6.000 7.000 6.000 7.000 Y559 1 9.000 10.000 9.000 10.000 Y560 1 35.000 35.000 35.000 35.000 Y561 1 50.000 50.000 50.000 50.000 Y562 1 80.000 80.000 80.000 80.000 Y563 1 100.000 100.000 100.000 100.000 Y564 1 100.000 100.000 100.000 100.000 Y565 1 150.000 150.000 150.000 150.000 Y566 1 180.000 180.000 180.000 180.000 Y567 1 200.000 200.000 200.000 200.000

Page 55A 8,093.300 8,796.500 8.689

Estimated Value

SectionOverheads & Profit on charges levied by other Authorities 3,000.000 Daywork labour 4,000.000 Daywork plant 5,000.000 Daywork Material 5,000.000 Class A 7,000.000 Class B 7,000.000 Class D 7,000.000 Class E 90,000.000 Class F 7,000.000 Class G 7,000.000 Class I 20,000.000 Class J 7,000.000 Class K 7,000.000 Class L 20,000.000 Class R 90,000.000 Class X 7,000.000 Class Y 7,000.000 Work executed at night 5,000.000

305,000.000

% Adjustment Adjusted Est. Value+ -

0% 3,000.000 5.00% 4,200.000 5.00% 5,250.000 5.00% 5,250.000 0.00% 7,000.000

27.78% 8,944.460 0.00% 7,000.000 7.16% 96,441.300 5.61% 7,392.840

21.74% 8,521.800 7.69% 21,538.600

17.86% 8,249.990 11.81% 7,826.700 35.97% 27,193.200

5.68% 95,107.500 106.67% 14,466.550

8.69% 7,608.230 10% 5,500.000

340,491.170

bsr new- bahrain rate analysis

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