compound wall

311891749.xls CONVEYANCE 1 of 194

CONVEYANCE CHARGES AS PER COMMON SSR 2015 - 2016

Sl.N

o

Km Charges Km Charges Km Charges Km Charges Km Charges

### 1 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00

2 2 11.04 2 11.04 2 17.74 2 15.65 2 6.66

3 3 23.91 3 23.91 3 38.44 3 36.60 3 15.56

4 4 34.95 4 34.95 4 56.18 4 52.83 4 22.46

5 5 45.99 5 45.99 5 73.92 5 69.06 5 29.36

6 6 57.03 6 57.03 6 91.66 6 85.29 6 36.26

7 7 68.07 7 68.07 7 109.40 7 101.52 7 43.16

8 8 79.11 8 79.11 8 127.14 8 117.75 8 50.06

9 9 90.15 9 90.15 9 144.88 9 133.98 9 56.96

10 10 101.19 10 101.19 10 162.62 10 150.21 10 63.86

11 11 112.23 11 112.23 11 180.36 11 166.44 11 70.76

12 12 123.27 12 123.27 12 198.10 12 182.67 12 77.66

13 13 134.31 13 134.31 13 215.84 13 198.90 13 84.56

14 14 145.35 14 145.35 14 233.58 14 215.13 14 91.46

15 15 156.39 15 156.39 15 251.32 15 231.36 15 98.36

16 16 167.43 16 167.43 16 269.06 16 247.59 16 105.26

17 17 178.47 17 178.47 17 286.80 17 263.82 17 112.16

18 18 189.51 18 189.51 18 304.54 18 280.05 18 119.06

19 19 200.55 19 200.55 19 322.28 19 296.28 19 125.96

20 20 211.59 20 211.59 20 340.02 20 312.51 20 132.86

21 21 222.63 21 222.63 21 357.76 21 328.74 21 139.76

22 22 233.67 22 233.67 22 375.50 22 344.97 22 146.66

23 23 244.71 23 244.71 23 393.24 23 361.20 23 153.56

24 24 255.75 24 255.75 24 410.98 24 377.43 24 160.46

25 25 266.79 25 266.79 25 428.72 25 393.66 25 167.36

26 26 277.83 26 277.83 26 446.46 26 409.89 26 174.26

27 27 288.87 27 288.87 27 464.20 27 426.12 27 181.16

28 28 299.91 28 299.91 28 481.94 28 442.35 28 188.06

29 29 310.95 29 310.95 29 499.68 29 458.58 29 194.96

30 30 321.99 30 321.99 30 517.42 30 474.81 30 201.86

31 31 331.19 31 331.19 31 532.21 31 488.34 31 207.61

32 32 340.39 32 340.39 32 547.00 32 501.87 32 213.36

33 33 349.59 33 349.59 33 561.79 33 515.40 33 219.11

34 34 358.79 34 358.79 34 576.58 34 528.93 34 224.86

35 35 367.99 35 367.99 35 591.37 35 542.46 35 230.61

36 36 377.19 36 377.19 36 606.16 36 555.99 36 236.36

37 37 386.39 37 386.39 37 620.95 37 569.52 37 242.11

38 38 395.59 38 395.59 38 635.74 38 583.05 38 247.86

39 39 404.79 39 404.79 39 650.53 39 596.58 39 253.61

Earth/Sand/Gravel/ Murrum

/Lime/Surki per Cum

Rubble/Size Stone/ Cut

Stone/ Coarse aggregates per

cum

Bricks per 1000 Nos.

PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum

Cement/Steel/RCC poles/A.C &

G.I Sheets /Packed

materials per MT



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

40 40 413.99 40 413.99 40 665.32 40 610.11 40 259.36

41 41 423.19 41 423.19 41 680.11 41 623.64 41 265.11

42 42 432.39 42 432.39 42 694.90 42 637.17 42 270.86

43 43 441.59 43 441.59 43 709.69 43 650.70 43 276.61

44 44 450.79 44 450.79 44 724.48 44 664.23 44 282.36

45 45 459.99 45 459.99 45 739.27 45 677.76 45 288.11

46 46 469.19 46 469.19 46 754.06 46 691.29 46 293.86

47 47 478.39 47 478.39 47 768.85 47 704.82 47 299.61

48 48 487.59 48 487.59 48 783.64 48 718.35 48 305.36

49 49 496.79 49 496.79 49 798.43 49 731.88 49 311.11

50 50 505.99 50 505.99 50 813.22 50 745.41 50 316.86

51 51 515.19 51 515.19 51 828.01 51 758.94 51 322.61

52 52 524.39 52 524.39 52 842.80 52 772.47 52 328.36

53 53 533.59 53 533.59 53 857.59 53 786.00 53 334.11

54 54 542.79 54 542.79 54 872.38 54 799.53 54 339.86

55 55 551.99 55 551.99 55 887.17 55 813.06 55 345.61

56 56 561.19 56 561.19 56 901.96 56 826.59 56 351.36

57 57 570.39 57 570.39 57 916.75 57 840.12 57 357.11

58 58 579.59 58 579.59 58 931.54 58 853.65 58 362.86

59 59 588.79 59 588.79 59 946.33 59 867.18 59 368.61

60 60 597.99 60 597.99 60 961.12 60 880.71 60 374.36

61 61 607.19 61 607.19 61 975.91 61 894.24 61 380.11

62 62 616.39 62 616.39 62 990.70 62 907.77 62 385.86

63 63 625.59 63 625.59 63 1005.49 63 921.30 63 391.61

64 64 634.79 64 634.79 64 1020.28 64 934.83 64 397.36

65 65 643.99 65 643.99 65 1035.07 65 948.36 65 403.11

66 66 653.19 66 653.19 66 1049.86 66 961.89 66 408.86

67 67 662.39 67 662.39 67 1064.65 67 975.42 67 414.61

68 68 671.59 68 671.59 68 1079.44 68 988.95 68 420.36

69 69 680.79 69 680.79 69 1094.23 69 1002.48 69 426.11

70 70 689.99 70 689.99 70 1109.02 70 1016.01 70 431.86

71 71 699.19 71 699.19 71 1123.81 71 1029.54 71 437.61

72 72 708.39 72 708.39 72 1138.60 72 1043.07 72 443.36

73 73 717.59 73 717.59 73 1153.39 73 1056.60 73 449.11

74 74 726.79 74 726.79 74 1168.18 74 1070.13 74 454.86

75 75 735.99 75 735.99 75 1182.97 75 1083.66 75 460.61

76 76 745.19 76 745.19 76 1197.76 76 1097.19 76 466.36

77 77 754.39 77 754.39 77 1212.55 77 1110.72 77 472.11

78 78 763.59 78 763.59 78 1227.34 78 1124.25 78 477.86



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

79 79 772.79 79 772.79 79 1242.13 79 1137.78 79 483.61

80 80 781.99 80 781.99 80 1256.92 80 1151.31 80 489.36

81 81 791.19 81 791.19 81 1271.71 81 1164.84 81 495.11

82 82 800.39 82 800.39 82 1286.50 82 1178.37 82 500.86

83 83 809.59 83 809.59 83 1301.29 83 1191.90 83 506.61

84 84 818.79 84 818.79 84 1316.08 84 1205.43 84 512.36

85 85 827.99 85 827.99 85 1330.87 85 1218.96 85 518.11

86 86 837.19 86 837.19 86 1345.66 86 1232.49 86 523.86

87 87 846.39 87 846.39 87 1360.45 87 1246.02 87 529.61

88 88 855.59 88 855.59 88 1375.24 88 1259.55 88 535.36

89 89 864.79 89 864.79 89 1390.03 89 1273.08 89 541.11

90 90 873.99 90 873.99 90 1404.82 90 1286.61 90 546.86

91 91 883.19 91 883.19 91 1419.61 91 1300.14 91 552.61

92 92 892.39 92 892.39 92 1434.40 92 1313.67 92 558.36

93 93 901.59 93 901.59 93 1449.19 93 1327.20 93 564.11

94 94 910.79 94 910.79 94 1463.98 94 1340.73 94 569.86

95 95 919.99 95 919.99 95 1478.77 95 1354.26 95 575.61

96 96 929.19 96 929.19 96 1493.56 96 1367.79 96 581.36

97 97 938.39 97 938.39 97 1508.35 97 1381.32 97 587.11

98 98 947.59 98 947.59 98 1523.14 98 1394.85 98 592.86

99 99 956.79 99 956.79 99 1537.93 99 1408.38 99 598.61

100 100 965.99 100 965.99 100 1552.72 100 1421.91 100 604.36

101 101 975.19 101 975.19 101 1567.51 101 1435.44 101 610.11

102 102 984.39 102 984.39 102 1582.30 102 1448.97 102 615.86

103 103 993.59 103 993.59 103 1597.09 103 1462.50 103 621.61

104 104 1002.79 104 1002.79 104 1611.88 104 1476.03 104 627.36

105 105 1011.99 105 1011.99 105 1626.67 105 1489.56 105 633.11

106 106 1021.19 106 1021.19 106 1641.46 106 1503.09 106 638.86

107 107 1030.39 107 1030.39 107 1656.25 107 1516.62 107 644.61

108 108 1039.59 108 1039.59 108 1671.04 108 1530.15 108 650.36

109 109 1048.79 109 1048.79 109 1685.83 109 1543.68 109 656.11

110 110 1057.99 110 1057.99 110 1700.62 110 1557.21 110 661.86

111 111 1067.19 111 1067.19 111 1715.41 111 1570.74 111 667.61

112 112 1076.39 112 1076.39 112 1730.20 112 1584.27 112 673.36

113 113 1085.59 113 1085.59 113 1744.99 113 1597.80 113 679.11

114 114 1094.79 114 1094.79 114 1759.78 114 1611.33 114 684.86

115 115 1103.99 115 1103.99 115 1774.57 115 1624.86 115 690.61

116 116 1113.19 116 1113.19 116 1789.36 116 1638.39 116 696.36

117 117 1122.39 117 1122.39 117 1804.15 117 1651.92 117 702.11



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

118 118 1131.59 118 1131.59 118 1818.94 118 1665.45 118 707.86

119 119 1140.79 119 1140.79 119 1833.73 119 1678.98 119 713.61

120 120 1149.99 120 1149.99 120 1848.52 120 1692.51 120 719.36

121 121 1159.19 121 1159.19 121 1863.31 121 1706.04 121 725.11

122 122 1168.39 122 1168.39 122 1878.10 122 1719.57 122 730.86

123 123 1177.59 123 1177.59 123 1892.89 123 1733.10 123 736.61

124 124 1186.79 124 1186.79 124 1907.68 124 1746.63 124 742.36

125 125 1195.99 125 1195.99 125 1922.47 125 1760.16 125 748.11

126 126 1205.19 126 1205.19 126 1937.26 126 1773.69 126 753.86

127 127 1214.39 127 1214.39 127 1952.05 127 1787.22 127 759.61

128 128 1223.59 128 1223.59 128 1966.84 128 1800.75 128 765.36

129 129 1232.79 129 1232.79 129 1981.63 129 1814.28 129 771.11

130 130 1241.99 130 1241.99 130 1996.42 130 1827.81 130 776.86

131 131 1251.19 131 1251.19 131 2011.21 131 1841.34 131 782.61

132 132 1260.39 132 1260.39 132 2026.00 132 1854.87 132 788.36

133 133 1269.59 133 1269.59 133 2040.79 133 1868.40 133 794.11

134 134 1278.79 134 1278.79 134 2055.58 134 1881.93 134 799.86

135 135 1287.99 135 1287.99 135 2070.37 135 1895.46 135 805.61

136 136 1297.19 136 1297.19 136 2085.16 136 1908.99 136 811.36

137 137 1306.39 137 1306.39 137 2099.95 137 1922.52 137 817.11

138 138 1315.59 138 1315.59 138 2114.74 138 1936.05 138 822.86

139 139 1324.79 139 1324.79 139 2129.53 139 1949.58 139 828.61

140 140 1333.99 140 1333.99 140 2144.32 140 1963.11 140 834.36

141 141 1343.19 141 1343.19 141 2159.11 141 1976.64 141 840.11

142 142 1352.39 142 1352.39 142 2173.90 142 1990.17 142 845.86

143 143 1361.59 143 1361.59 143 2188.69 143 2003.70 143 851.61

144 144 1370.79 144 1370.79 144 2203.48 144 2017.23 144 857.36

145 145 1379.99 145 1379.99 145 2218.27 145 2030.76 145 863.11

146 146 1389.19 146 1389.19 146 2233.06 146 2044.29 146 868.86

147 147 1398.39 147 1398.39 147 2247.85 147 2057.82 147 874.61

148 148 1407.59 148 1407.59 148 2262.64 148 2071.35 148 880.36

149 149 1416.79 149 1416.79 149 2277.43 149 2084.88 149 886.11

150 150 1425.99 150 1425.99 150 2292.22 150 2098.41 150 891.86

151 151 1435.19 151 1435.19 151 2307.01 151 2111.94 151 897.61

152 152 1444.39 152 1444.39 152 2321.80 152 2125.47 152 903.36

153 153 1453.59 153 1453.59 153 2336.59 153 2139.00 153 909.11

154 154 1462.79 154 1462.79 154 2351.38 154 2152.53 154 914.86

155 155 1471.99 155 1471.99 155 2366.17 155 2166.06 155 920.61

156 156 1481.19 156 1481.19 156 2380.96 156 2179.59 156 926.36



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

157 157 1490.39 157 1490.39 157 2395.75 157 2193.12 157 932.11

158 158 1499.59 158 1499.59 158 2410.54 158 2206.65 158 937.86

159 159 1508.79 159 1508.79 159 2425.33 159 2220.18 159 943.61

160 160 1517.99 160 1517.99 160 2440.12 160 2233.71 160 949.36

161 161 1527.19 161 1527.19 161 2454.91 161 2247.24 161 955.11

162 162 1536.39 162 1536.39 162 2469.70 162 2260.77 162 960.86

163 163 1545.59 163 1545.59 163 2484.49 163 2274.30 163 966.61

164 164 1554.79 164 1554.79 164 2499.28 164 2287.83 164 972.36

165 165 1563.99 165 1563.99 165 2514.07 165 2301.36 165 978.11

166 166 1573.19 166 1573.19 166 2528.86 166 2314.89 166 983.86

167 167 1582.39 167 1582.39 167 2543.65 167 2328.42 167 989.61

168 168 1591.59 168 1591.59 168 2558.44 168 2341.95 168 995.36

169 169 1600.79 169 1600.79 169 2573.23 169 2355.48 169 1001.11

170 170 1609.99 170 1609.99 170 2588.02 170 2369.01 170 1006.86

171 171 1619.19 171 1619.19 171 2602.81 171 2382.54 171 1012.61

172 172 1628.39 172 1628.39 172 2617.60 172 2396.07 172 1018.36

173 173 1637.59 173 1637.59 173 2632.39 173 2409.60 173 1024.11

174 174 1646.79 174 1646.79 174 2647.18 174 2423.13 174 1029.86

175 175 1655.99 175 1655.99 175 2661.97 175 2436.66 175 1035.61

176 176 1665.19 176 1665.19 176 2676.76 176 2450.19 176 1041.36

177 177 1674.39 177 1674.39 177 2691.55 177 2463.72 177 1047.11

178 178 1683.59 178 1683.59 178 2706.34 178 2477.25 178 1052.86

179 179 1692.79 179 1692.79 179 2721.13 179 2490.78 179 1058.61

180 180 1701.99 180 1701.99 180 2735.92 180 2504.31 180 1064.36

181 181 1711.19 181 1711.19 181 2750.71 181 2517.84 181 1070.11

182 182 1720.39 182 1720.39 182 2765.50 182 2531.37 182 1075.86

183 183 1729.59 183 1729.59 183 2780.29 183 2544.90 183 1081.61

184 184 1738.79 184 1738.79 184 2795.08 184 2558.43 184 1087.36

185 185 1747.99 185 1747.99 185 2809.87 185 2571.96 185 1093.11

186 186 1757.19 186 1757.19 186 2824.66 186 2585.49 186 1098.86

187 187 1766.39 187 1766.39 187 2839.45 187 2599.02 187 1104.61

188 188 1775.59 188 1775.59 188 2854.24 188 2612.55 188 1110.36

189 189 1784.79 189 1784.79 189 2869.03 189 2626.08 189 1116.11

190 190 1793.99 190 1793.99 190 2883.82 190 2639.61 190 1121.86

191 191 1803.19 191 1803.19 191 2898.61 191 2653.14 191 1127.61

192 192 1812.39 192 1812.39 192 2913.40 192 2666.67 192 1133.36

193 193 1821.59 193 1821.59 193 2928.19 193 2680.20 193 1139.11

194 194 1830.79 194 1830.79 194 2942.98 194 2693.73 194 1144.86

195 195 1839.99 195 1839.99 195 2957.77 195 2707.26 195 1150.61



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

196 196 1849.19 196 1849.19 196 2972.56 196 2720.79 196 1156.36

197 197 1858.39 197 1858.39 197 2987.35 197 2734.32 197 1162.11

198 198 1867.59 198 1867.59 198 3002.14 198 2747.85 198 1167.86

199 199 1876.79 199 1876.79 199 3016.93 199 2761.38 199 1173.61

200 200 1885.99 200 1885.99 200 3031.72 200 2774.91 200 1179.36

201 201 1895.19 201 1895.19 201 3046.51 201 2788.44 201 1185.11

202 202 1904.39 202 1904.39 202 3061.30 202 2801.97 202 1190.86

203 203 1913.59 203 1913.59 203 3076.09 203 2815.50 203 1196.61

204 204 1922.79 204 1922.79 204 3090.88 204 2829.03 204 1202.36

205 205 1931.99 205 1931.99 205 3105.67 205 2842.56 205 1208.11

206 206 1941.19 206 1941.19 206 3120.46 206 2856.09 206 1213.86

207 207 1950.39 207 1950.39 207 3135.25 207 2869.62 207 1219.61

208 208 1959.59 208 1959.59 208 3150.04 208 2883.15 208 1225.36

209 209 1968.79 209 1968.79 209 3164.83 209 2896.68 209 1231.11

210 210 1977.99 210 1977.99 210 3179.62 210 2910.21 210 1236.86

211 211 1987.19 211 1987.19 211 3194.41 211 2923.74 211 1242.61

212 212 1996.39 212 1996.39 212 3209.20 212 2937.27 212 1248.36

213 213 2005.59 213 2005.59 213 3223.99 213 2950.80 213 1254.11

214 214 2014.79 214 2014.79 214 3238.78 214 2964.33 214 1259.86

215 215 2023.99 215 2023.99 215 3253.57 215 2977.86 215 1265.61

216 216 2033.19 216 2033.19 216 3268.36 216 2991.39 216 1271.36

217 217 2042.39 217 2042.39 217 3283.15 217 3004.92 217 1277.11

218 218 2051.59 218 2051.59 218 3297.94 218 3018.45 218 1282.86

219 219 2060.79 219 2060.79 219 3312.73 219 3031.98 219 1288.61

220 220 2069.99 220 2069.99 220 3327.52 220 3045.51 220 1294.36

221 221 2079.19 221 2079.19 221 3342.31 221 3059.04 221 1300.11

222 222 2088.39 222 2088.39 222 3357.10 222 3072.57 222 1305.86

223 223 2097.59 223 2097.59 223 3371.89 223 3086.10 223 1311.61

224 224 2106.79 224 2106.79 224 3386.68 224 3099.63 224 1317.36

225 225 2115.99 225 2115.99 225 3401.47 225 3113.16 225 1323.11

226 226 2125.19 226 2125.19 226 3416.26 226 3126.69 226 1328.86

227 227 2134.39 227 2134.39 227 3431.05 227 3140.22 227 1334.61

228 228 2143.59 228 2143.59 228 3445.84 228 3153.75 228 1340.36

229 229 2152.79 229 2152.79 229 3460.63 229 3167.28 229 1346.11

230 230 2161.99 230 2161.99 230 3475.42 230 3180.81 230 1351.86

231 231 2171.19 231 2171.19 231 3490.21 231 3194.34 231 1357.61

232 232 2180.39 232 2180.39 232 3505.00 232 3207.87 232 1363.36

233 233 2189.59 233 2189.59 233 3519.79 233 3221.40 233 1369.11

234 234 2198.79 234 2198.79 234 3534.58 234 3234.93 234 1374.86



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

235 235 2207.99 235 2207.99 235 3549.37 235 3248.46 235 1380.61

236 236 2217.19 236 2217.19 236 3564.16 236 3261.99 236 1386.36

237 237 2226.39 237 2226.39 237 3578.95 237 3275.52 237 1392.11

238 238 2235.59 238 2235.59 238 3593.74 238 3289.05 238 1397.86

239 239 2244.79 239 2244.79 239 3608.53 239 3302.58 239 1403.61

240 240 2253.99 240 2253.99 240 3623.32 240 3316.11 240 1409.36

241 241 2263.19 241 2263.19 241 3638.11 241 3329.64 241 1415.11

242 242 2272.39 242 2272.39 242 3652.90 242 3343.17 242 1420.86

243 243 2281.59 243 2281.59 243 3667.69 243 3356.70 243 1426.61

244 244 2290.79 244 2290.79 244 3682.48 244 3370.23 244 1432.36

245 245 2299.99 245 2299.99 245 3697.27 245 3383.76 245 1438.11

246 246 2309.19 246 2309.19 246 3712.06 246 3397.29 246 1443.86

247 247 2318.39 247 2318.39 247 3726.85 247 3410.82 247 1449.61

248 248 2327.59 248 2327.59 248 3741.64 248 3424.35 248 1455.36

249 249 2336.79 249 2336.79 249 3756.43 249 3437.88 249 1461.11

250 250 2345.99 250 2345.99 250 3771.22 250 3451.41 250 1466.86

251 251 2355.19 251 2355.19 251 3786.01 251 3464.94 251 1472.61

252 252 2364.39 252 2364.39 252 3800.80 252 3478.47 252 1478.36

253 253 2373.59 253 2373.59 253 3815.59 253 3492.00 253 1484.11

254 254 2382.79 254 2382.79 254 3830.38 254 3505.53 254 1489.86

255 255 2391.99 255 2391.99 255 3845.17 255 3519.06 255 1495.61

256 256 2401.19 256 2401.19 256 3859.96 256 3532.59 256 1501.36

257 257 2410.39 257 2410.39 257 3874.75 257 3546.12 257 1507.11

258 258 2419.59 258 2419.59 258 3889.54 258 3559.65 258 1512.86

259 259 2428.79 259 2428.79 259 3904.33 259 3573.18 259 1518.61

260 260 2437.99 260 2437.99 260 3919.12 260 3586.71 260 1524.36

261 261 2447.19 261 2447.19 261 3933.91 261 3600.24 261 1530.11

262 262 2456.39 262 2456.39 262 3948.70 262 3613.77 262 1535.86

263 263 2465.59 263 2465.59 263 3963.49 263 3627.30 263 1541.61

264 264 2474.79 264 2474.79 264 3978.28 264 3640.83 264 1547.36

265 265 2483.99 265 2483.99 265 3993.07 265 3654.36 265 1553.11

266 266 2493.19 266 2493.19 266 4007.86 266 3667.89 266 1558.86

267 267 2502.39 267 2502.39 267 4022.65 267 3681.42 267 1564.61

268 268 2511.59 268 2511.59 268 4037.44 268 3694.95 268 1570.36

269 269 2520.79 269 2520.79 269 4052.23 269 3708.48 269 1576.11

270 270 2529.99 270 2529.99 270 4067.02 270 3722.01 270 1581.86

271 271 2539.19 271 2539.19 271 4081.81 271 3735.54 271 1587.61

272 272 2548.39 272 2548.39 272 4096.60 272 3749.07 272 1593.36

273 273 2557.59 273 2557.59 273 4111.39 273 3762.60 273 1599.11



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

274 274 2566.79 274 2566.79 274 4126.18 274 3776.13 274 1604.86

275 275 2575.99 275 2575.99 275 4140.97 275 3789.66 275 1610.61

276 276 2585.19 276 2585.19 276 4155.76 276 3803.19 276 1616.36

277 277 2594.39 277 2594.39 277 4170.55 277 3816.72 277 1622.11

278 278 2603.59 278 2603.59 278 4185.34 278 3830.25 278 1627.86

279 279 2612.79 279 2612.79 279 4200.13 279 3843.78 279 1633.61

280 280 2621.99 280 2621.99 280 4214.92 280 3857.31 280 1639.36

281 281 2631.19 281 2631.19 281 4229.71 281 3870.84 281 1645.11

282 282 2640.39 282 2640.39 282 4244.50 282 3884.37 282 1650.86

283 283 2649.59 283 2649.59 283 4259.29 283 3897.90 283 1656.61

284 284 2658.79 284 2658.79 284 4274.08 284 3911.43 284 1662.36

285 285 2667.99 285 2667.99 285 4288.87 285 3924.96 285 1668.11

286 286 2677.19 286 2677.19 286 4303.66 286 3938.49 286 1673.86

287 287 2686.39 287 2686.39 287 4318.45 287 3952.02 287 1679.61

288 288 2695.59 288 2695.59 288 4333.24 288 3965.55 288 1685.36

289 289 2704.79 289 2704.79 289 4348.03 289 3979.08 289 1691.11

290 290 2713.99 290 2713.99 290 4362.82 290 3992.61 290 1696.86

291 291 2723.19 291 2723.19 291 4377.61 291 4006.14 291 1702.61

292 292 2732.39 292 2732.39 292 4392.40 292 4019.67 292 1708.36

293 293 2741.59 293 2741.59 293 4407.19 293 4033.20 293 1714.11

294 294 2750.79 294 2750.79 294 4421.98 294 4046.73 294 1719.86

295 295 2759.99 295 2759.99 295 4436.77 295 4060.26 295 1725.61

296 296 2769.19 296 2769.19 296 4451.56 296 4073.79 296 1731.36

297 297 2778.39 297 2778.39 297 4466.35 297 4087.32 297 1737.11

298 298 2787.59 298 2787.59 298 4481.14 298 4100.85 298 1742.86

299 299 2796.79 299 2796.79 299 4495.93 299 4114.38 299 1748.61

300 300 2805.99 300 2805.99 300 4510.72 300 4127.91 300 1754.36

301 301 2815.19 301 2815.19 301 4525.51 301 4141.44 301 1760.11

302 302 2824.39 302 2824.39 302 4540.30 302 4154.97 302 1765.86

303 303 2833.59 303 2833.59 303 4555.09 303 4168.50 303 1771.61

304 304 2842.79 304 2842.79 304 4569.88 304 4182.03 304 1777.36

305 305 2851.99 305 2851.99 305 4584.67 305 4195.56 305 1783.11

306 306 2861.19 306 2861.19 306 4599.46 306 4209.09 306 1788.86

307 307 2870.39 307 2870.39 307 4614.25 307 4222.62 307 1794.61

308 308 2879.59 308 2879.59 308 4629.04 308 4236.15 308 1800.36

309 309 2888.79 309 2888.79 309 4643.83 309 4249.68 309 1806.11

310 310 2897.99 310 2897.99 310 4658.62 310 4263.21 310 1811.86

311 311 2907.19 311 2907.19 311 4673.41 311 4276.74 311 1817.61

312 312 2916.39 312 2916.39 312 4688.20 312 4290.27 312 1823.36



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

313 313 2925.59 313 2925.59 313 4702.99 313 4303.80 313 1829.11

314 314 2934.79 314 2934.79 314 4717.78 314 4317.33 314 1834.86

315 315 2943.99 315 2943.99 315 4732.57 315 4330.86 315 1840.61

316 316 2953.19 316 2953.19 316 4747.36 316 4344.39 316 1846.36

317 317 2962.39 317 2962.39 317 4762.15 317 4357.92 317 1852.11

318 318 2971.59 318 2971.59 318 4776.94 318 4371.45 318 1857.86

319 319 2980.79 319 2980.79 319 4791.73 319 4384.98 319 1863.61

320 320 2989.99 320 2989.99 320 4806.52 320 4398.51 320 1869.36

321 321 2999.19 321 2999.19 321 4821.31 321 4412.04 321 1875.11

322 322 3008.39 322 3008.39 322 4836.10 322 4425.57 322 1880.86

323 323 3017.59 323 3017.59 323 4850.89 323 4439.10 323 1886.61

324 324 3026.79 324 3026.79 324 4865.68 324 4452.63 324 1892.36

325 325 3035.99 325 3035.99 325 4880.47 325 4466.16 325 1898.11

326 326 3045.19 326 3045.19 326 4895.26 326 4479.69 326 1903.86

327 327 3054.39 327 3054.39 327 4910.05 327 4493.22 327 1909.61

328 328 3063.59 328 3063.59 328 4924.84 328 4506.75 328 1915.36

329 329 3072.79 329 3072.79 329 4939.63 329 4520.28 329 1921.11

330 330 3081.99 330 3081.99 330 4954.42 330 4533.81 330 1926.86

331 331 3091.19 331 3091.19 331 4969.21 331 4547.34 331 1932.61

332 332 3100.39 332 3100.39 332 4984.00 332 4560.87 332 1938.36

333 333 3109.59 333 3109.59 333 4998.79 333 4574.40 333 1944.11

334 334 3118.79 334 3118.79 334 5013.58 334 4587.93 334 1949.86

335 335 3127.99 335 3127.99 335 5028.37 335 4601.46 335 1955.61

336 336 3137.19 336 3137.19 336 5043.16 336 4614.99 336 1961.36

337 337 3146.39 337 3146.39 337 5057.95 337 4628.52 337 1967.11

338 338 3155.59 338 3155.59 338 5072.74 338 4642.05 338 1972.86

339 339 3164.79 339 3164.79 339 5087.53 339 4655.58 339 1978.61

340 340 3173.99 340 3173.99 340 5102.32 340 4669.11 340 1984.36

341 341 3183.19 341 3183.19 341 5117.11 341 4682.64 341 1990.11

342 342 3192.39 342 3192.39 342 5131.90 342 4696.17 342 1995.86

343 343 3201.59 343 3201.59 343 5146.69 343 4709.70 343 2001.61

344 344 3210.79 344 3210.79 344 5161.48 344 4723.23 344 2007.36

345 345 3219.99 345 3219.99 345 5176.27 345 4736.76 345 2013.11

346 346 3229.19 346 3229.19 346 5191.06 346 4750.29 346 2018.86

347 347 3238.39 347 3238.39 347 5205.85 347 4763.82 347 2024.61

348 348 3247.59 348 3247.59 348 5220.64 348 4777.35 348 2030.36

349 349 3256.79 349 3256.79 349 5235.43 349 4790.88 349 2036.11

350 350 3265.99 350 3265.99 350 5250.22 350 4804.41 350 2041.86

351 351 3275.19 351 3275.19 351 5265.01 351 4817.94 351 2047.61



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

352 352 3284.39 352 3284.39 352 5279.80 352 4831.47 352 2053.36

353 353 3293.59 353 3293.59 353 5294.59 353 4845.00 353 2059.11

354 354 3302.79 354 3302.79 354 5309.38 354 4858.53 354 2064.86

355 355 3311.99 355 3311.99 355 5324.17 355 4872.06 355 2070.61

356 356 3321.19 356 3321.19 356 5338.96 356 4885.59 356 2076.36

357 357 3330.39 357 3330.39 357 5353.75 357 4899.12 357 2082.11

358 358 3339.59 358 3339.59 358 5368.54 358 4912.65 358 2087.86

359 359 3348.79 359 3348.79 359 5383.33 359 4926.18 359 2093.61

360 360 3357.99 360 3357.99 360 5398.12 360 4939.71 360 2099.36

361 361 3367.19 361 3367.19 361 5412.91 361 4953.24 361 2105.11

362 362 3376.39 362 3376.39 362 5427.70 362 4966.77 362 2110.86

363 363 3385.59 363 3385.59 363 5442.49 363 4980.30 363 2116.61

364 364 3394.79 364 3394.79 364 5457.28 364 4993.83 364 2122.36

365 365 3403.99 365 3403.99 365 5472.07 365 5007.36 365 2128.11

366 366 3413.19 366 3413.19 366 5486.86 366 5020.89 366 2133.86

367 367 3422.39 367 3422.39 367 5501.65 367 5034.42 367 2139.61

368 368 3431.59 368 3431.59 368 5516.44 368 5047.95 368 2145.36

369 369 3440.79 369 3440.79 369 5531.23 369 5061.48 369 2151.11

370 370 3449.99 370 3449.99 370 5546.02 370 5075.01 370 2156.86

371 371 3459.19 371 3459.19 371 5560.81 371 5088.54 371 2162.61

372 372 3468.39 372 3468.39 372 5575.60 372 5102.07 372 2168.36

373 373 3477.59 373 3477.59 373 5590.39 373 5115.60 373 2174.11

374 374 3486.79 374 3486.79 374 5605.18 374 5129.13 374 2179.86

375 375 3495.99 375 3495.99 375 5619.97 375 5142.66 375 2185.61

376 376 3505.19 376 3505.19 376 5634.76 376 5156.19 376 2191.36

377 377 3514.39 377 3514.39 377 5649.55 377 5169.72 377 2197.11

378 378 3523.59 378 3523.59 378 5664.34 378 5183.25 378 2202.86

379 379 3532.79 379 3532.79 379 5679.13 379 5196.78 379 2208.61

380 380 3541.99 380 3541.99 380 5693.92 380 5210.31 380 2214.36

381 381 3551.19 381 3551.19 381 5708.71 381 5223.84 381 2220.11

382 382 3560.39 382 3560.39 382 5723.50 382 5237.37 382 2225.86

383 383 3569.59 383 3569.59 383 5738.29 383 5250.90 383 2231.61

384 384 3578.79 384 3578.79 384 5753.08 384 5264.43 384 2237.36

385 385 3587.99 385 3587.99 385 5767.87 385 5277.96 385 2243.11

386 386 3597.19 386 3597.19 386 5782.66 386 5291.49 386 2248.86

387 387 3606.39 387 3606.39 387 5797.45 387 5305.02 387 2254.61

388 388 3615.59 388 3615.59 388 5812.24 388 5318.55 388 2260.36

389 389 3624.79 389 3624.79 389 5827.03 389 5332.08 389 2266.11

390 390 3633.99 390 3633.99 390 5841.82 390 5345.61 390 2271.86



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

391 391 3643.19 391 3643.19 391 5856.61 391 5359.14 391 2277.61

392 392 3652.39 392 3652.39 392 5871.40 392 5372.67 392 2283.36

393 393 3661.59 393 3661.59 393 5886.19 393 5386.20 393 2289.11

394 394 3670.79 394 3670.79 394 5900.98 394 5399.73 394 2294.86

395 395 3679.99 395 3679.99 395 5915.77 395 5413.26 395 2300.61

396 396 3689.19 396 3689.19 396 5930.56 396 5426.79 396 2306.36

397 397 3698.39 397 3698.39 397 5945.35 397 5440.32 397 2312.11

398 398 3707.59 398 3707.59 398 5960.14 398 5453.85 398 2317.86

399 399 3716.79 399 3716.79 399 5974.93 399 5467.38 399 2323.61

400 400 3725.99 400 3725.99 400 5989.72 400 5480.91 400 2329.36

401 401 3735.19 401 3735.19 401 6004.51 401 5494.44 401 2335.11

402 402 3744.39 402 3744.39 402 6019.30 402 5507.97 402 2340.86

403 403 3753.59 403 3753.59 403 6034.09 403 5521.50 403 2346.61

404 404 3762.79 404 3762.79 404 6048.88 404 5535.03 404 2352.36

405 405 3771.99 405 3771.99 405 6063.67 405 5548.56 405 2358.11

406 406 3781.19 406 3781.19 406 6078.46 406 5562.09 406 2363.86

407 407 3790.39 407 3790.39 407 6093.25 407 5575.62 407 2369.61

408 408 3799.59 408 3799.59 408 6108.04 408 5589.15 408 2375.36

409 409 3808.79 409 3808.79 409 6122.83 409 5602.68 409 2381.11

410 410 3817.99 410 3817.99 410 6137.62 410 5616.21 410 2386.86

411 411 3827.19 411 3827.19 411 6152.41 411 5629.74 411 2392.61

412 412 3836.39 412 3836.39 412 6167.20 412 5643.27 412 2398.36

413 413 3845.59 413 3845.59 413 6181.99 413 5656.80 413 2404.11

414 414 3854.79 414 3854.79 414 6196.78 414 5670.33 414 2409.86

415 415 3863.99 415 3863.99 415 6211.57 415 5683.86 415 2415.61

416 416 3873.19 416 3873.19 416 6226.36 416 5697.39 416 2421.36

417 417 3882.39 417 3882.39 417 6241.15 417 5710.92 417 2427.11

418 418 3891.59 418 3891.59 418 6255.94 418 5724.45 418 2432.86

419 419 3900.79 419 3900.79 419 6270.73 419 5737.98 419 2438.61

420 420 3909.99 420 3909.99 420 6285.52 420 5751.51 420 2444.36

421 421 3919.19 421 3919.19 421 6300.31 421 5765.04 421 2450.11

422 422 3928.39 422 3928.39 422 6315.10 422 5778.57 422 2455.86

423 423 3937.59 423 3937.59 423 6329.89 423 5792.10 423 2461.61

424 424 3946.79 424 3946.79 424 6344.68 424 5805.63 424 2467.36

425 425 3955.99 425 3955.99 425 6359.47 425 5819.16 425 2473.11

426 426 3965.19 426 3965.19 426 6374.26 426 5832.69 426 2478.86

427 427 3974.39 427 3974.39 427 6389.05 427 5846.22 427 2484.61

428 428 3983.59 428 3983.59 428 6403.84 428 5859.75 428 2490.36

429 429 3992.79 429 3992.79 429 6418.63 429 5873.28 429 2496.11



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

430 430 4001.99 430 4001.99 430 6433.42 430 5886.81 430 2501.86

431 431 4011.19 431 4011.19 431 6448.21 431 5900.34 431 2507.61

432 432 4020.39 432 4020.39 432 6463.00 432 5913.87 432 2513.36

433 433 4029.59 433 4029.59 433 6477.79 433 5927.40 433 2519.11

434 434 4038.79 434 4038.79 434 6492.58 434 5940.93 434 2524.86

435 435 4047.99 435 4047.99 435 6507.37 435 5954.46 435 2530.61

436 436 4057.19 436 4057.19 436 6522.16 436 5967.99 436 2536.36

437 437 4066.39 437 4066.39 437 6536.95 437 5981.52 437 2542.11

438 438 4075.59 438 4075.59 438 6551.74 438 5995.05 438 2547.86

439 439 4084.79 439 4084.79 439 6566.53 439 6008.58 439 2553.61

440 440 4093.99 440 4093.99 440 6581.32 440 6022.11 440 2559.36

441 441 4103.19 441 4103.19 441 6596.11 441 6035.64 441 2565.11

442 442 4112.39 442 4112.39 442 6610.90 442 6049.17 442 2570.86

443 443 4121.59 443 4121.59 443 6625.69 443 6062.70 443 2576.61

444 444 4130.79 444 4130.79 444 6640.48 444 6076.23 444 2582.36

445 445 4139.99 445 4139.99 445 6655.27 445 6089.76 445 2588.11

446 446 4149.19 446 4149.19 446 6670.06 446 6103.29 446 2593.86

447 447 4158.39 447 4158.39 447 6684.85 447 6116.82 447 2599.61

448 448 4167.59 448 4167.59 448 6699.64 448 6130.35 448 2605.36

449 449 4176.79 449 4176.79 449 6714.43 449 6143.88 449 2611.11

450 450 4185.99 450 4185.99 450 6729.22 450 6157.41 450 2616.86

451 451 4195.19 451 4195.19 451 6744.01 451 6170.94 451 2622.61

452 452 4204.39 452 4204.39 452 6758.80 452 6184.47 452 2628.36

453 453 4213.59 453 4213.59 453 6773.59 453 6198.00 453 2634.11

454 454 4222.79 454 4222.79 454 6788.38 454 6211.53 454 2639.86

455 455 4231.99 455 4231.99 455 6803.17 455 6225.06 455 2645.61

456 456 4241.19 456 4241.19 456 6817.96 456 6238.59 456 2651.36

457 457 4250.39 457 4250.39 457 6832.75 457 6252.12 457 2657.11

458 458 4259.59 458 4259.59 458 6847.54 458 6265.65 458 2662.86

459 459 4268.79 459 4268.79 459 6862.33 459 6279.18 459 2668.61

460 460 4277.99 460 4277.99 460 6877.12 460 6292.71 460 2674.36

461 461 4287.19 461 4287.19 461 6891.91 461 6306.24 461 2680.11

462 462 4296.39 462 4296.39 462 6906.70 462 6319.77 462 2685.86

463 463 4305.59 463 4305.59 463 6921.49 463 6333.30 463 2691.61

464 464 4314.79 464 4314.79 464 6936.28 464 6346.83 464 2697.36

465 465 4323.99 465 4323.99 465 6951.07 465 6360.36 465 2703.11

466 466 4333.19 466 4333.19 466 6965.86 466 6373.89 466 2708.86

467 467 4342.39 467 4342.39 467 6980.65 467 6387.42 467 2714.61

468 468 4351.59 468 4351.59 468 6995.44 468 6400.95 468 2720.36



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

469 469 4360.79 469 4360.79 469 7010.23 469 6414.48 469 2726.11

470 470 4369.99 470 4369.99 470 7025.02 470 6428.01 470 2731.86

471 471 4379.19 471 4379.19 471 7039.81 471 6441.54 471 2737.61

472 472 4388.39 472 4388.39 472 7054.60 472 6455.07 472 2743.36

473 473 4397.59 473 4397.59 473 7069.39 473 6468.60 473 2749.11

474 474 4406.79 474 4406.79 474 7084.18 474 6482.13 474 2754.86

475 475 4415.99 475 4415.99 475 7098.97 475 6495.66 475 2760.61

476 476 4425.19 476 4425.19 476 7113.76 476 6509.19 476 2766.36

477 477 4434.39 477 4434.39 477 7128.55 477 6522.72 477 2772.11

478 478 4443.59 478 4443.59 478 7143.34 478 6536.25 478 2777.86

479 479 4452.79 479 4452.79 479 7158.13 479 6549.78 479 2783.61

480 480 4461.99 480 4461.99 480 7172.92 480 6563.31 480 2789.36

481 481 4471.19 481 4471.19 481 7187.71 481 6576.84 481 2795.11

482 482 4480.39 482 4480.39 482 7202.50 482 6590.37 482 2800.86

483 483 4489.59 483 4489.59 483 7217.29 483 6603.90 483 2806.61

484 484 4498.79 484 4498.79 484 7232.08 484 6617.43 484 2812.36

485 485 4507.99 485 4507.99 485 7246.87 485 6630.96 485 2818.11

486 486 4517.19 486 4517.19 486 7261.66 486 6644.49 486 2823.86

487 487 4526.39 487 4526.39 487 7276.45 487 6658.02 487 2829.61

488 488 4535.59 488 4535.59 488 7291.24 488 6671.55 488 2835.36

489 489 4544.79 489 4544.79 489 7306.03 489 6685.08 489 2841.11

490 490 4553.99 490 4553.99 490 7320.82 490 6698.61 490 2846.86

491 491 4563.19 491 4563.19 491 7335.61 491 6712.14 491 2852.61

492 492 4572.39 492 4572.39 492 7350.40 492 6725.67 492 2858.36

493 493 4581.59 493 4581.59 493 7365.19 493 6739.20 493 2864.11

494 494 4590.79 494 4590.79 494 7379.98 494 6752.73 494 2869.86

495 495 4599.99 495 4599.99 495 7394.77 495 6766.26 495 2875.61

496 496 4609.19 496 4609.19 496 7409.56 496 6779.79 496 2881.36

497 497 4618.39 497 4618.39 497 7424.35 497 6793.32 497 2887.11

498 498 4627.59 498 4627.59 498 7439.14 498 6806.85 498 2892.86

499 499 4636.79 499 4636.79 499 7453.93 499 6820.38 499 2898.61

500 500 4645.99 500 4645.99 500 7468.72 500 6833.91 500 2904.36

501 501 4655.19 501 4655.19 501 7483.51 501 6847.44 501 2910.11

502 502 4664.39 502 4664.39 502 7498.30 502 6860.97 502 2915.86

503 503 4673.59 503 4673.59 503 7513.09 503 6874.50 503 2921.61

504 504 4682.79 504 4682.79 504 7527.88 504 6888.03 504 2927.36

505 505 4691.99 505 4691.99 505 7542.67 505 6901.56 505 2933.11

506 506 4701.19 506 4701.19 506 7557.46 506 6915.09 506 2938.86

507 507 4710.39 507 4710.39 507 7572.25 507 6928.62 507 2944.61



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

508 508 4719.59 508 4719.59 508 7587.04 508 6942.15 508 2950.36

509 509 4728.79 509 4728.79 509 7601.83 509 6955.68 509 2956.11

510 510 4737.99 510 4737.99 510 7616.62 510 6969.21 510 2961.86

511 511 4747.19 511 4747.19 511 7631.41 511 6982.74 511 2967.61

512 512 4756.39 512 4756.39 512 7646.20 512 6996.27 512 2973.36

513 513 4765.59 513 4765.59 513 7660.99 513 7009.80 513 2979.11

514 514 4774.79 514 4774.79 514 7675.78 514 7023.33 514 2984.86

515 515 4783.99 515 4783.99 515 7690.57 515 7036.86 515 2990.61

516 516 4793.19 516 4793.19 516 7705.36 516 7050.39 516 2996.36

517 517 4802.39 517 4802.39 517 7720.15 517 7063.92 517 3002.11

518 518 4811.59 518 4811.59 518 7734.94 518 7077.45 518 3007.86

519 519 4820.79 519 4820.79 519 7749.73 519 7090.98 519 3013.61

520 520 4829.99 520 4829.99 520 7764.52 520 7104.51 520 3019.36

521 521 4839.19 521 4839.19 521 7779.31 521 7118.04 521 3025.11

522 522 4848.39 522 4848.39 522 7794.10 522 7131.57 522 3030.86

523 523 4857.59 523 4857.59 523 7808.89 523 7145.10 523 3036.61

524 524 4866.79 524 4866.79 524 7823.68 524 7158.63 524 3042.36

525 525 4875.99 525 4875.99 525 7838.47 525 7172.16 525 3048.11

526 526 4885.19 526 4885.19 526 7853.26 526 7185.69 526 3053.86

527 527 4894.39 527 4894.39 527 7868.05 527 7199.22 527 3059.61

528 528 4903.59 528 4903.59 528 7882.84 528 7212.75 528 3065.36

529 529 4912.79 529 4912.79 529 7897.63 529 7226.28 529 3071.11

530 530 4921.99 530 4921.99 530 7912.42 530 7239.81 530 3076.86

531 531 4931.19 531 4931.19 531 7927.21 531 7253.34 531 3082.61

532 532 4940.39 532 4940.39 532 7942.00 532 7266.87 532 3088.36

533 533 4949.59 533 4949.59 533 7956.79 533 7280.40 533 3094.11

534 534 4958.79 534 4958.79 534 7971.58 534 7293.93 534 3099.86

535 535 4967.99 535 4967.99 535 7986.37 535 7307.46 535 3105.61

536 536 4977.19 536 4977.19 536 8001.16 536 7320.99 536 3111.36

537 537 4986.39 537 4986.39 537 8015.95 537 7334.52 537 3117.11

538 538 4995.59 538 4995.59 538 8030.74 538 7348.05 538 3122.86

539 539 5004.79 539 5004.79 539 8045.53 539 7361.58 539 3128.61

540 540 5013.99 540 5013.99 540 8060.32 540 7375.11 540 3134.36

541 541 5023.19 541 5023.19 541 8075.11 541 7388.64 541 3140.11

542 542 5032.39 542 5032.39 542 8089.90 542 7402.17 542 3145.86

543 543 5041.59 543 5041.59 543 8104.69 543 7415.70 543 3151.61

544 544 5050.79 544 5050.79 544 8119.48 544 7429.23 544 3157.36

545 545 5059.99 545 5059.99 545 8134.27 545 7442.76 545 3163.11

546 546 5069.19 546 5069.19 546 8149.06 546 7456.29 546 3168.86



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

547 547 5078.39 547 5078.39 547 8163.85 547 7469.82 547 3174.61

548 548 5087.59 548 5087.59 548 8178.64 548 7483.35 548 3180.36

549 549 5096.79 549 5096.79 549 8193.43 549 7496.88 549 3186.11

550 550 5105.99 550 5105.99 550 8208.22 550 7510.41 550 3191.86

551 551 5115.19 551 5115.19 551 8223.01 551 7523.94 551 3197.61

552 552 5124.39 552 5124.39 552 8237.80 552 7537.47 552 3203.36

553 553 5133.59 553 5133.59 553 8252.59 553 7551.00 553 3209.11

554 554 5142.79 554 5142.79 554 8267.38 554 7564.53 554 3214.86

555 555 5151.99 555 5151.99 555 8282.17 555 7578.06 555 3220.61

556 556 5161.19 556 5161.19 556 8296.96 556 7591.59 556 3226.36

557 557 5170.39 557 5170.39 557 8311.75 557 7605.12 557 3232.11

558 558 5179.59 558 5179.59 558 8326.54 558 7618.65 558 3237.86

559 559 5188.79 559 5188.79 559 8341.33 559 7632.18 559 3243.61

560 560 5197.99 560 5197.99 560 8356.12 560 7645.71 560 3249.36

561 561 5207.19 561 5207.19 561 8370.91 561 7659.24 561 3255.11

562 562 5216.39 562 5216.39 562 8385.70 562 7672.77 562 3260.86

563 563 5225.59 563 5225.59 563 8400.49 563 7686.30 563 3266.61

564 564 5234.79 564 5234.79 564 8415.28 564 7699.83 564 3272.36

565 565 5243.99 565 5243.99 565 8430.07 565 7713.36 565 3278.11

566 566 5253.19 566 5253.19 566 8444.86 566 7726.89 566 3283.86

567 567 5262.39 567 5262.39 567 8459.65 567 7740.42 567 3289.61

568 568 5271.59 568 5271.59 568 8474.44 568 7753.95 568 3295.36

569 569 5280.79 569 5280.79 569 8489.23 569 7767.48 569 3301.11

570 570 5289.99 570 5289.99 570 8504.02 570 7781.01 570 3306.86

571 571 5299.19 571 5299.19 571 8518.81 571 7794.54 571 3312.61

572 572 5308.39 572 5308.39 572 8533.60 572 7808.07 572 3318.36

573 573 5317.59 573 5317.59 573 8548.39 573 7821.60 573 3324.11

574 574 5326.79 574 5326.79 574 8563.18 574 7835.13 574 3329.86

575 575 5335.99 575 5335.99 575 8577.97 575 7848.66 575 3335.61

576 576 5345.19 576 5345.19 576 8592.76 576 7862.19 576 3341.36

577 577 5354.39 577 5354.39 577 8607.55 577 7875.72 577 3347.11

578 578 5363.59 578 5363.59 578 8622.34 578 7889.25 578 3352.86

579 579 5372.79 579 5372.79 579 8637.13 579 7902.78 579 3358.61

580 580 5381.99 580 5381.99 580 8651.92 580 7916.31 580 3364.36

581 581 5391.19 581 5391.19 581 8666.71 581 7929.84 581 3370.11

582 582 5400.39 582 5400.39 582 8681.50 582 7943.37 582 3375.86

583 583 5409.59 583 5409.59 583 8696.29 583 7956.90 583 3381.61

584 584 5418.79 584 5418.79 584 8711.08 584 7970.43 584 3387.36

585 585 5427.99 585 5427.99 585 8725.87 585 7983.96 585 3393.11



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

586 586 5437.19 586 5437.19 586 8740.66 586 7997.49 586 3398.86

587 587 5446.39 587 5446.39 587 8755.45 587 8011.02 587 3404.61

588 588 5455.59 588 5455.59 588 8770.24 588 8024.55 588 3410.36

589 589 5464.79 589 5464.79 589 8785.03 589 8038.08 589 3416.11

590 590 5473.99 590 5473.99 590 8799.82 590 8051.61 590 3421.86

591 591 5483.19 591 5483.19 591 8814.61 591 8065.14 591 3427.61

592 592 5492.39 592 5492.39 592 8829.40 592 8078.67 592 3433.36

593 593 5501.59 593 5501.59 593 8844.19 593 8092.20 593 3439.11

594 594 5510.79 594 5510.79 594 8858.98 594 8105.73 594 3444.86

595 595 5519.99 595 5519.99 595 8873.77 595 8119.26 595 3450.61

596 596 5529.19 596 5529.19 596 8888.56 596 8132.79 596 3456.36

597 597 5538.39 597 5538.39 597 8903.35 597 8146.32 597 3462.11

598 598 5547.59 598 5547.59 598 8918.14 598 8159.85 598 3467.86

599 599 5556.79 599 5556.79 599 8932.93 599 8173.38 599 3473.61

600 600 5565.99 600 5565.99 600 8947.72 600 8186.91 600 3479.36

601 601 5575.19 601 5575.19 601 8962.51 601 8200.44 601 3485.11

602 602 5584.39 602 5584.39 602 8977.30 602 8213.97 602 3490.86

603 603 5593.59 603 5593.59 603 8992.09 603 8227.50 603 3496.61

604 604 5602.79 604 5602.79 604 9006.88 604 8241.03 604 3502.36

605 605 5611.99 605 5611.99 605 9021.67 605 8254.56 605 3508.11

606 606 5621.19 606 5621.19 606 9036.46 606 8268.09 606 3513.86

607 607 5630.39 607 5630.39 607 9051.25 607 8281.62 607 3519.61

608 608 5639.59 608 5639.59 608 9066.04 608 8295.15 608 3525.36

609 609 5648.79 609 5648.79 609 9080.83 609 8308.68 609 3531.11

610 610 5657.99 610 5657.99 610 9095.62 610 8322.21 610 3536.86

611 611 5667.19 611 5667.19 611 9110.41 611 8335.74 611 3542.61

612 612 5676.39 612 5676.39 612 9125.20 612 8349.27 612 3548.36

613 613 5685.59 613 5685.59 613 9139.99 613 8362.80 613 3554.11

614 614 5694.79 614 5694.79 614 9154.78 614 8376.33 614 3559.86

615 615 5703.99 615 5703.99 615 9169.57 615 8389.86 615 3565.61

616 616 5713.19 616 5713.19 616 9184.36 616 8403.39 616 3571.36

617 617 5722.39 617 5722.39 617 9199.15 617 8416.92 617 3577.11

618 618 5731.59 618 5731.59 618 9213.94 618 8430.45 618 3582.86

619 619 5740.79 619 5740.79 619 9228.73 619 8443.98 619 3588.61

620 620 5749.99 620 5749.99 620 9243.52 620 8457.51 620 3594.36

621 621 5759.19 621 5759.19 621 9258.31 621 8471.04 621 3600.11

622 622 5768.39 622 5768.39 622 9273.10 622 8484.57 622 3605.86

623 623 5777.59 623 5777.59 623 9287.89 623 8498.10 623 3611.61

624 624 5786.79 624 5786.79 624 9302.68 624 8511.63 624 3617.36



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

625 625 5795.99 625 5795.99 625 9317.47 625 8525.16 625 3623.11

626 626 5805.19 626 5805.19 626 9332.26 626 8538.69 626 3628.86

627 627 5814.39 627 5814.39 627 9347.05 627 8552.22 627 3634.61

628 628 5823.59 628 5823.59 628 9361.84 628 8565.75 628 3640.36

629 629 5832.79 629 5832.79 629 9376.63 629 8579.28 629 3646.11

630 630 5841.99 630 5841.99 630 9391.42 630 8592.81 630 3651.86

631 631 5851.19 631 5851.19 631 9406.21 631 8606.34 631 3657.61

632 632 5860.39 632 5860.39 632 9421.00 632 8619.87 632 3663.36

633 633 5869.59 633 5869.59 633 9435.79 633 8633.40 633 3669.11

634 634 5878.79 634 5878.79 634 9450.58 634 8646.93 634 3674.86

635 635 5887.99 635 5887.99 635 9465.37 635 8660.46 635 3680.61

636 636 5897.19 636 5897.19 636 9480.16 636 8673.99 636 3686.36

637 637 5906.39 637 5906.39 637 9494.95 637 8687.52 637 3692.11

638 638 5915.59 638 5915.59 638 9509.74 638 8701.05 638 3697.86

639 639 5924.79 639 5924.79 639 9524.53 639 8714.58 639 3703.61

640 640 5933.99 640 5933.99 640 9539.32 640 8728.11 640 3709.36

641 641 5943.19 641 5943.19 641 9554.11 641 8741.64 641 3715.11

642 642 5952.39 642 5952.39 642 9568.90 642 8755.17 642 3720.86

643 643 5961.59 643 5961.59 643 9583.69 643 8768.70 643 3726.61

644 644 5970.79 644 5970.79 644 9598.48 644 8782.23 644 3732.36

645 645 5979.99 645 5979.99 645 9613.27 645 8795.76 645 3738.11

646 646 5989.19 646 5989.19 646 9628.06 646 8809.29 646 3743.86

647 647 5998.39 647 5998.39 647 9642.85 647 8822.82 647 3749.61

648 648 6007.59 648 6007.59 648 9657.64 648 8836.35 648 3755.36

649 649 6016.79 649 6016.79 649 9672.43 649 8849.88 649 3761.11

650 650 6025.99 650 6025.99 650 9687.22 650 8863.41 650 3766.86

651 651 6035.19 651 6035.19 651 9702.01 651 8876.94 651 3772.61

652 652 6044.39 652 6044.39 652 9716.80 652 8890.47 652 3778.36

653 653 6053.59 653 6053.59 653 9731.59 653 8904.00 653 3784.11

654 654 6062.79 654 6062.79 654 9746.38 654 8917.53 654 3789.86

655 655 6071.99 655 6071.99 655 9761.17 655 8931.06 655 3795.61

656 656 6081.19 656 6081.19 656 9775.96 656 8944.59 656 3801.36

657 657 6090.39 657 6090.39 657 9790.75 657 8958.12 657 3807.11

658 658 6099.59 658 6099.59 658 9805.54 658 8971.65 658 3812.86

659 659 6108.79 659 6108.79 659 9820.33 659 8985.18 659 3818.61

660 660 6117.99 660 6117.99 660 9835.12 660 8998.71 660 3824.36

661 661 6127.19 661 6127.19 661 9849.91 661 9012.24 661 3830.11

662 662 6136.39 662 6136.39 662 9864.70 662 9025.77 662 3835.86

663 663 6145.59 663 6145.59 663 9879.49 663 9039.30 663 3841.61



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

664 664 6154.79 664 6154.79 664 9894.28 664 9052.83 664 3847.36

665 665 6163.99 665 6163.99 665 9909.07 665 9066.36 665 3853.11

666 666 6173.19 666 6173.19 666 9923.86 666 9079.89 666 3858.86

667 667 6182.39 667 6182.39 667 9938.65 667 9093.42 667 3864.61

668 668 6191.59 668 6191.59 668 9953.44 668 9106.95 668 3870.36

669 669 6200.79 669 6200.79 669 9968.23 669 9120.48 669 3876.11

670 670 6209.99 670 6209.99 670 9983.02 670 9134.01 670 3881.86

671 671 6219.19 671 6219.19 671 9997.81 671 9147.54 671 3887.61

672 672 6228.39 672 6228.39 672 10012.60 672 9161.07 672 3893.36

673 673 6237.59 673 6237.59 673 10027.39 673 9174.60 673 3899.11

674 674 6246.79 674 6246.79 674 10042.18 674 9188.13 674 3904.86

675 675 6255.99 675 6255.99 675 10056.97 675 9201.66 675 3910.61

676 676 6265.19 676 6265.19 676 10071.76 676 9215.19 676 3916.36

677 677 6274.39 677 6274.39 677 10086.55 677 9228.72 677 3922.11

678 678 6283.59 678 6283.59 678 10101.34 678 9242.25 678 3927.86

679 679 6292.79 679 6292.79 679 10116.13 679 9255.78 679 3933.61

680 680 6301.99 680 6301.99 680 10130.92 680 9269.31 680 3939.36

681 681 6311.19 681 6311.19 681 10145.71 681 9282.84 681 3945.11

682 682 6320.39 682 6320.39 682 10160.50 682 9296.37 682 3950.86

683 683 6329.59 683 6329.59 683 10175.29 683 9309.90 683 3956.61

684 684 6338.79 684 6338.79 684 10190.08 684 9323.43 684 3962.36

685 685 6347.99 685 6347.99 685 10204.87 685 9336.96 685 3968.11

686 686 6357.19 686 6357.19 686 10219.66 686 9350.49 686 3973.86

687 687 6366.39 687 6366.39 687 10234.45 687 9364.02 687 3979.61

688 688 6375.59 688 6375.59 688 10249.24 688 9377.55 688 3985.36

689 689 6384.79 689 6384.79 689 10264.03 689 9391.08 689 3991.11

690 690 6393.99 690 6393.99 690 10278.82 690 9404.61 690 3996.86

691 691 6403.19 691 6403.19 691 10293.61 691 9418.14 691 4002.61

692 692 6412.39 692 6412.39 692 10308.40 692 9431.67 692 4008.36

693 693 6421.59 693 6421.59 693 10323.19 693 9445.20 693 4014.11

694 694 6430.79 694 6430.79 694 10337.98 694 9458.73 694 4019.86

695 695 6439.99 695 6439.99 695 10352.77 695 9472.26 695 4025.61

696 696 6449.19 696 6449.19 696 10367.56 696 9485.79 696 4031.36

697 697 6458.39 697 6458.39 697 10382.35 697 9499.32 697 4037.11

698 698 6467.59 698 6467.59 698 10397.14 698 9512.85 698 4042.86

699 699 6476.79 699 6476.79 699 10411.93 699 9526.38 699 4048.61

700 700 6485.99 700 6485.99 700 10426.72 700 9539.91 700 4054.36

701 701 6495.19 701 6495.19 701 10441.51 701 9553.44 701 4060.11

702 702 6504.39 702 6504.39 702 10456.30 702 9566.97 702 4065.86



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

703 703 6513.59 703 6513.59 703 10471.09 703 9580.50 703 4071.61

704 704 6522.79 704 6522.79 704 10485.88 704 9594.03 704 4077.36

705 705 6531.99 705 6531.99 705 10500.67 705 9607.56 705 4083.11

706 706 6541.19 706 6541.19 706 10515.46 706 9621.09 706 4088.86

707 707 6550.39 707 6550.39 707 10530.25 707 9634.62 707 4094.61

708 708 6559.59 708 6559.59 708 10545.04 708 9648.15 708 4100.36

709 709 6568.79 709 6568.79 709 10559.83 709 9661.68 709 4106.11

710 710 6577.99 710 6577.99 710 10574.62 710 9675.21 710 4111.86

711 711 6587.19 711 6587.19 711 10589.41 711 9688.74 711 4117.61

712 712 6596.39 712 6596.39 712 10604.20 712 9702.27 712 4123.36

713 713 6605.59 713 6605.59 713 10618.99 713 9715.80 713 4129.11

714 714 6614.79 714 6614.79 714 10633.78 714 9729.33 714 4134.86

715 715 6623.99 715 6623.99 715 10648.57 715 9742.86 715 4140.61

716 716 6633.19 716 6633.19 716 10663.36 716 9756.39 716 4146.36

717 717 6642.39 717 6642.39 717 10678.15 717 9769.92 717 4152.11

718 718 6651.59 718 6651.59 718 10692.94 718 9783.45 718 4157.86

719 719 6660.79 719 6660.79 719 10707.73 719 9796.98 719 4163.61

720 720 6669.99 720 6669.99 720 10722.52 720 9810.51 720 4169.36

721 721 6679.19 721 6679.19 721 10737.31 721 9824.04 721 4175.11

722 722 6688.39 722 6688.39 722 10752.10 722 9837.57 722 4180.86

723 723 6697.59 723 6697.59 723 10766.89 723 9851.10 723 4186.61

724 724 6706.79 724 6706.79 724 10781.68 724 9864.63 724 4192.36

725 725 6715.99 725 6715.99 725 10796.47 725 9878.16 725 4198.11

726 726 6725.19 726 6725.19 726 10811.26 726 9891.69 726 4203.86

727 727 6734.39 727 6734.39 727 10826.05 727 9905.22 727 4209.61

728 728 6743.59 728 6743.59 728 10840.84 728 9918.75 728 4215.36

729 729 6752.79 729 6752.79 729 10855.63 729 9932.28 729 4221.11

730 730 6761.99 730 6761.99 730 10870.42 730 9945.81 730 4226.86

731 731 6771.19 731 6771.19 731 10885.21 731 9959.34 731 4232.61

732 732 6780.39 732 6780.39 732 10900.00 732 9972.87 732 4238.36

733 733 6789.59 733 6789.59 733 10914.79 733 9986.40 733 4244.11

734 734 6798.79 734 6798.79 734 10929.58 734 9999.93 734 4249.86

735 735 6807.99 735 6807.99 735 10944.37 735 10013.46 735 4255.61

736 736 6817.19 736 6817.19 736 10959.16 736 10026.99 736 4261.36

737 737 6826.39 737 6826.39 737 10973.95 737 10040.52 737 4267.11

738 738 6835.59 738 6835.59 738 10988.74 738 10054.05 738 4272.86

739 739 6844.79 739 6844.79 739 11003.53 739 10067.58 739 4278.61

740 740 6853.99 740 6853.99 740 11018.32 740 10081.11 740 4284.36

741 741 6863.19 741 6863.19 741 11033.11 741 10094.64 741 4290.11



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

742 742 6872.39 742 6872.39 742 11047.90 742 10108.17 742 4295.86

743 743 6881.59 743 6881.59 743 11062.69 743 10121.70 743 4301.61

744 744 6890.79 744 6890.79 744 11077.48 744 10135.23 744 4307.36

745 745 6899.99 745 6899.99 745 11092.27 745 10148.76 745 4313.11

746 746 6909.19 746 6909.19 746 11107.06 746 10162.29 746 4318.86

747 747 6918.39 747 6918.39 747 11121.85 747 10175.82 747 4324.61

748 748 6927.59 748 6927.59 748 11136.64 748 10189.35 748 4330.36

749 749 6936.79 749 6936.79 749 11151.43 749 10202.88 749 4336.11

750 750 6945.99 750 6945.99 750 11166.22 750 10216.41 750 4341.86

751 751 6955.19 751 6955.19 751 11181.01 751 10229.94 751 4347.61

752 752 6964.39 752 6964.39 752 11195.80 752 10243.47 752 4353.36

753 753 6973.59 753 6973.59 753 11210.59 753 10257.00 753 4359.11

754 754 6982.79 754 6982.79 754 11225.38 754 10270.53 754 4364.86

755 755 6991.99 755 6991.99 755 11240.17 755 10284.06 755 4370.61

756 756 7001.19 756 7001.19 756 11254.96 756 10297.59 756 4376.36

757 757 7010.39 757 7010.39 757 11269.75 757 10311.12 757 4382.11

758 758 7019.59 758 7019.59 758 11284.54 758 10324.65 758 4387.86

759 759 7028.79 759 7028.79 759 11299.33 759 10338.18 759 4393.61

760 760 7037.99 760 7037.99 760 11314.12 760 10351.71 760 4399.36

761 761 7047.19 761 7047.19 761 11328.91 761 10365.24 761 4405.11

762 762 7056.39 762 7056.39 762 11343.70 762 10378.77 762 4410.86

763 763 7065.59 763 7065.59 763 11358.49 763 10392.30 763 4416.61

764 764 7074.79 764 7074.79 764 11373.28 764 10405.83 764 4422.36

765 765 7083.99 765 7083.99 765 11388.07 765 10419.36 765 4428.11

766 766 7093.19 766 7093.19 766 11402.86 766 10432.89 766 4433.86

767 767 7102.39 767 7102.39 767 11417.65 767 10446.42 767 4439.61

768 768 7111.59 768 7111.59 768 11432.44 768 10459.95 768 4445.36

769 769 7120.79 769 7120.79 769 11447.23 769 10473.48 769 4451.11

770 770 7129.99 770 7129.99 770 11462.02 770 10487.01 770 4456.86

771 771 7139.19 771 7139.19 771 11476.81 771 10500.54 771 4462.61

772 772 7148.39 772 7148.39 772 11491.60 772 10514.07 772 4468.36

773 773 7157.59 773 7157.59 773 11506.39 773 10527.60 773 4474.11

774 774 7166.79 774 7166.79 774 11521.18 774 10541.13 774 4479.86

775 775 7175.99 775 7175.99 775 11535.97 775 10554.66 775 4485.61

776 776 7185.19 776 7185.19 776 11550.76 776 10568.19 776 4491.36

777 777 7194.39 777 7194.39 777 11565.55 777 10581.72 777 4497.11

778 778 7203.59 778 7203.59 778 11580.34 778 10595.25 778 4502.86

779 779 7212.79 779 7212.79 779 11595.13 779 10608.78 779 4508.61

780 780 7221.99 780 7221.99 780 11609.92 780 10622.31 780 4514.36



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

781 781 7231.19 781 7231.19 781 11624.71 781 10635.84 781 4520.11

782 782 7240.39 782 7240.39 782 11639.50 782 10649.37 782 4525.86

783 783 7249.59 783 7249.59 783 11654.29 783 10662.90 783 4531.61

784 784 7258.79 784 7258.79 784 11669.08 784 10676.43 784 4537.36

785 785 7267.99 785 7267.99 785 11683.87 785 10689.96 785 4543.11

786 786 7277.19 786 7277.19 786 11698.66 786 10703.49 786 4548.86

787 787 7286.39 787 7286.39 787 11713.45 787 10717.02 787 4554.61

788 788 7295.59 788 7295.59 788 11728.24 788 10730.55 788 4560.36

789 789 7304.79 789 7304.79 789 11743.03 789 10744.08 789 4566.11

790 790 7313.99 790 7313.99 790 11757.82 790 10757.61 790 4571.86

791 791 7323.19 791 7323.19 791 11772.61 791 10771.14 791 4577.61

792 792 7332.39 792 7332.39 792 11787.40 792 10784.67 792 4583.36

793 793 7341.59 793 7341.59 793 11802.19 793 10798.20 793 4589.11

794 794 7350.79 794 7350.79 794 11816.98 794 10811.73 794 4594.86

795 795 7359.99 795 7359.99 795 11831.77 795 10825.26 795 4600.61

796 796 7369.19 796 7369.19 796 11846.56 796 10838.79 796 4606.36

797 797 7378.39 797 7378.39 797 11861.35 797 10852.32 797 4612.11

798 798 7387.59 798 7387.59 798 11876.14 798 10865.85 798 4617.86

799 799 7396.79 799 7396.79 799 11890.93 799 10879.38 799 4623.61

800 800 7405.99 800 7405.99 800 11905.72 800 10892.91 800 4629.36

801 801 7415.19 801 7415.19 801 11920.51 801 10906.44 801 4635.11

802 802 7424.39 802 7424.39 802 11935.30 802 10919.97 802 4640.86

803 803 7433.59 803 7433.59 803 11950.09 803 10933.50 803 4646.61

804 804 7442.79 804 7442.79 804 11964.88 804 10947.03 804 4652.36

805 805 7451.99 805 7451.99 805 11979.67 805 10960.56 805 4658.11

806 806 7461.19 806 7461.19 806 11994.46 806 10974.09 806 4663.86

807 807 7470.39 807 7470.39 807 12009.25 807 10987.62 807 4669.61

808 808 7479.59 808 7479.59 808 12024.04 808 11001.15 808 4675.36

809 809 7488.79 809 7488.79 809 12038.83 809 11014.68 809 4681.11

810 810 7497.99 810 7497.99 810 12053.62 810 11028.21 810 4686.86

811 811 7507.19 811 7507.19 811 12068.41 811 11041.74 811 4692.61

812 812 7516.39 812 7516.39 812 12083.20 812 11055.27 812 4698.36

813 813 7525.59 813 7525.59 813 12097.99 813 11068.80 813 4704.11

814 814 7534.79 814 7534.79 814 12112.78 814 11082.33 814 4709.86

815 815 7543.99 815 7543.99 815 12127.57 815 11095.86 815 4715.61

816 816 7553.19 816 7553.19 816 12142.36 816 11109.39 816 4721.36

817 817 7562.39 817 7562.39 817 12157.15 817 11122.92 817 4727.11

818 818 7571.59 818 7571.59 818 12171.94 818 11136.45 818 4732.86

819 819 7580.79 819 7580.79 819 12186.73 819 11149.98 819 4738.61



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

820 820 7589.99 820 7589.99 820 12201.52 820 11163.51 820 4744.36

821 821 7599.19 821 7599.19 821 12216.31 821 11177.04 821 4750.11

822 822 7608.39 822 7608.39 822 12231.10 822 11190.57 822 4755.86

823 823 7617.59 823 7617.59 823 12245.89 823 11204.10 823 4761.61

824 824 7626.79 824 7626.79 824 12260.68 824 11217.63 824 4767.36

825 825 7635.99 825 7635.99 825 12275.47 825 11231.16 825 4773.11

826 826 7645.19 826 7645.19 826 12290.26 826 11244.69 826 4778.86

827 827 7654.39 827 7654.39 827 12305.05 827 11258.22 827 4784.61

828 828 7663.59 828 7663.59 828 12319.84 828 11271.75 828 4790.36

829 829 7672.79 829 7672.79 829 12334.63 829 11285.28 829 4796.11

830 830 7681.99 830 7681.99 830 12349.42 830 11298.81 830 4801.86

831 831 7691.19 831 7691.19 831 12364.21 831 11312.34 831 4807.61

832 832 7700.39 832 7700.39 832 12379.00 832 11325.87 832 4813.36

833 833 7709.59 833 7709.59 833 12393.79 833 11339.40 833 4819.11

834 834 7718.79 834 7718.79 834 12408.58 834 11352.93 834 4824.86

835 835 7727.99 835 7727.99 835 12423.37 835 11366.46 835 4830.61

836 836 7737.19 836 7737.19 836 12438.16 836 11379.99 836 4836.36

837 837 7746.39 837 7746.39 837 12452.95 837 11393.52 837 4842.11

838 838 7755.59 838 7755.59 838 12467.74 838 11407.05 838 4847.86

839 839 7764.79 839 7764.79 839 12482.53 839 11420.58 839 4853.61

840 840 7773.99 840 7773.99 840 12497.32 840 11434.11 840 4859.36

841 841 7783.19 841 7783.19 841 12512.11 841 11447.64 841 4865.11

842 842 7792.39 842 7792.39 842 12526.90 842 11461.17 842 4870.86

843 843 7801.59 843 7801.59 843 12541.69 843 11474.70 843 4876.61

844 844 7810.79 844 7810.79 844 12556.48 844 11488.23 844 4882.36

845 845 7819.99 845 7819.99 845 12571.27 845 11501.76 845 4888.11

846 846 7829.19 846 7829.19 846 12586.06 846 11515.29 846 4893.86

847 847 7838.39 847 7838.39 847 12600.85 847 11528.82 847 4899.61

848 848 7847.59 848 7847.59 848 12615.64 848 11542.35 848 4905.36

849 849 7856.79 849 7856.79 849 12630.43 849 11555.88 849 4911.11

850 850 7865.99 850 7865.99 850 12645.22 850 11569.41 850 4916.86

851 851 -27.59 851 -27.59 851 -44.36 851 -39.14 851 -16.63

852 852 -27.59 852 -27.59 852 -44.36 852 -39.14 852 -16.63

853 853 -27.59 853 -27.59 853 -44.36 853 -39.14 853 -16.63

854 854 -27.59 854 -27.59 854 -44.36 854 -39.14 854 -16.63

855 855 -27.59 855 -27.59 855 -44.36 855 -39.14 855 -16.63

856 856 -27.59 856 -27.59 856 -44.36 856 -39.14 856 -16.63

857 857 -27.59 857 -27.59 857 -44.36 857 -39.14 857 -16.63

858 858 -27.59 858 -27.59 858 -44.36 858 -39.14 858 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

859 859 -27.59 859 -27.59 859 -44.36 859 -39.14 859 -16.63

860 860 -27.59 860 -27.59 860 -44.36 860 -39.14 860 -16.63

861 861 -27.59 861 -27.59 861 -44.36 861 -39.14 861 -16.63

862 862 -27.59 862 -27.59 862 -44.36 862 -39.14 862 -16.63

863 863 -27.59 863 -27.59 863 -44.36 863 -39.14 863 -16.63

864 864 -27.59 864 -27.59 864 -44.36 864 -39.14 864 -16.63

865 865 -27.59 865 -27.59 865 -44.36 865 -39.14 865 -16.63

866 866 -27.59 866 -27.59 866 -44.36 866 -39.14 866 -16.63

867 867 -27.59 867 -27.59 867 -44.36 867 -39.14 867 -16.63

868 868 -27.59 868 -27.59 868 -44.36 868 -39.14 868 -16.63

869 869 -27.59 869 -27.59 869 -44.36 869 -39.14 869 -16.63

870 870 -27.59 870 -27.59 870 -44.36 870 -39.14 870 -16.63

871 871 -27.59 871 -27.59 871 -44.36 871 -39.14 871 -16.63

872 872 -27.59 872 -27.59 872 -44.36 872 -39.14 872 -16.63

873 873 -27.59 873 -27.59 873 -44.36 873 -39.14 873 -16.63

874 874 -27.59 874 -27.59 874 -44.36 874 -39.14 874 -16.63

875 875 -27.59 875 -27.59 875 -44.36 875 -39.14 875 -16.63

876 876 -27.59 876 -27.59 876 -44.36 876 -39.14 876 -16.63

877 877 -27.59 877 -27.59 877 -44.36 877 -39.14 877 -16.63

878 878 -27.59 878 -27.59 878 -44.36 878 -39.14 878 -16.63

879 879 -27.59 879 -27.59 879 -44.36 879 -39.14 879 -16.63

880 880 -27.59 880 -27.59 880 -44.36 880 -39.14 880 -16.63

881 881 -27.59 881 -27.59 881 -44.36 881 -39.14 881 -16.63

882 882 -27.59 882 -27.59 882 -44.36 882 -39.14 882 -16.63

883 883 -27.59 883 -27.59 883 -44.36 883 -39.14 883 -16.63

884 884 -27.59 884 -27.59 884 -44.36 884 -39.14 884 -16.63

885 885 -27.59 885 -27.59 885 -44.36 885 -39.14 885 -16.63

886 886 -27.59 886 -27.59 886 -44.36 886 -39.14 886 -16.63

887 887 -27.59 887 -27.59 887 -44.36 887 -39.14 887 -16.63

888 888 -27.59 888 -27.59 888 -44.36 888 -39.14 888 -16.63

889 889 -27.59 889 -27.59 889 -44.36 889 -39.14 889 -16.63

890 890 -27.59 890 -27.59 890 -44.36 890 -39.14 890 -16.63

891 891 -27.59 891 -27.59 891 -44.36 891 -39.14 891 -16.63

892 892 -27.59 892 -27.59 892 -44.36 892 -39.14 892 -16.63

893 893 -27.59 893 -27.59 893 -44.36 893 -39.14 893 -16.63

894 894 -27.59 894 -27.59 894 -44.36 894 -39.14 894 -16.63

895 895 -27.59 895 -27.59 895 -44.36 895 -39.14 895 -16.63

896 896 -27.59 896 -27.59 896 -44.36 896 -39.14 896 -16.63

897 897 -27.59 897 -27.59 897 -44.36 897 -39.14 897 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

898 898 -27.59 898 -27.59 898 -44.36 898 -39.14 898 -16.63

899 899 -27.59 899 -27.59 899 -44.36 899 -39.14 899 -16.63

900 900 -27.59 900 -27.59 900 -44.36 900 -39.14 900 -16.63

901 901 -27.59 901 -27.59 901 -44.36 901 -39.14 901 -16.63

902 902 -27.59 902 -27.59 902 -44.36 902 -39.14 902 -16.63

903 903 -27.59 903 -27.59 903 -44.36 903 -39.14 903 -16.63

904 904 -27.59 904 -27.59 904 -44.36 904 -39.14 904 -16.63

905 905 -27.59 905 -27.59 905 -44.36 905 -39.14 905 -16.63

906 906 -27.59 906 -27.59 906 -44.36 906 -39.14 906 -16.63

907 907 -27.59 907 -27.59 907 -44.36 907 -39.14 907 -16.63

908 908 -27.59 908 -27.59 908 -44.36 908 -39.14 908 -16.63

909 909 -27.59 909 -27.59 909 -44.36 909 -39.14 909 -16.63

910 910 -27.59 910 -27.59 910 -44.36 910 -39.14 910 -16.63

911 911 -27.59 911 -27.59 911 -44.36 911 -39.14 911 -16.63

912 912 -27.59 912 -27.59 912 -44.36 912 -39.14 912 -16.63

913 913 -27.59 913 -27.59 913 -44.36 913 -39.14 913 -16.63

914 914 -27.59 914 -27.59 914 -44.36 914 -39.14 914 -16.63

915 915 -27.59 915 -27.59 915 -44.36 915 -39.14 915 -16.63

916 916 -27.59 916 -27.59 916 -44.36 916 -39.14 916 -16.63

917 917 -27.59 917 -27.59 917 -44.36 917 -39.14 917 -16.63

918 918 -27.59 918 -27.59 918 -44.36 918 -39.14 918 -16.63

919 919 -27.59 919 -27.59 919 -44.36 919 -39.14 919 -16.63

920 920 -27.59 920 -27.59 920 -44.36 920 -39.14 920 -16.63

921 921 -27.59 921 -27.59 921 -44.36 921 -39.14 921 -16.63

922 922 -27.59 922 -27.59 922 -44.36 922 -39.14 922 -16.63

923 923 -27.59 923 -27.59 923 -44.36 923 -39.14 923 -16.63

924 924 -27.59 924 -27.59 924 -44.36 924 -39.14 924 -16.63

925 925 -27.59 925 -27.59 925 -44.36 925 -39.14 925 -16.63

926 926 -27.59 926 -27.59 926 -44.36 926 -39.14 926 -16.63

927 927 -27.59 927 -27.59 927 -44.36 927 -39.14 927 -16.63

928 928 -27.59 928 -27.59 928 -44.36 928 -39.14 928 -16.63

929 929 -27.59 929 -27.59 929 -44.36 929 -39.14 929 -16.63

930 930 -27.59 930 -27.59 930 -44.36 930 -39.14 930 -16.63

931 931 -27.59 931 -27.59 931 -44.36 931 -39.14 931 -16.63

932 932 -27.59 932 -27.59 932 -44.36 932 -39.14 932 -16.63

933 933 -27.59 933 -27.59 933 -44.36 933 -39.14 933 -16.63

934 934 -27.59 934 -27.59 934 -44.36 934 -39.14 934 -16.63

935 935 -27.59 935 -27.59 935 -44.36 935 -39.14 935 -16.63

936 936 -27.59 936 -27.59 936 -44.36 936 -39.14 936 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

937 937 -27.59 937 -27.59 937 -44.36 937 -39.14 937 -16.63

938 938 -27.59 938 -27.59 938 -44.36 938 -39.14 938 -16.63

939 939 -27.59 939 -27.59 939 -44.36 939 -39.14 939 -16.63

940 940 -27.59 940 -27.59 940 -44.36 940 -39.14 940 -16.63

941 941 -27.59 941 -27.59 941 -44.36 941 -39.14 941 -16.63

942 942 -27.59 942 -27.59 942 -44.36 942 -39.14 942 -16.63

943 943 -27.59 943 -27.59 943 -44.36 943 -39.14 943 -16.63

944 944 -27.59 944 -27.59 944 -44.36 944 -39.14 944 -16.63

945 945 -27.59 945 -27.59 945 -44.36 945 -39.14 945 -16.63

946 946 -27.59 946 -27.59 946 -44.36 946 -39.14 946 -16.63

947 947 -27.59 947 -27.59 947 -44.36 947 -39.14 947 -16.63

948 948 -27.59 948 -27.59 948 -44.36 948 -39.14 948 -16.63

949 949 -27.59 949 -27.59 949 -44.36 949 -39.14 949 -16.63

950 950 -27.59 950 -27.59 950 -44.36 950 -39.14 950 -16.63

951 951 -27.59 951 -27.59 951 -44.36 951 -39.14 951 -16.63

952 952 -27.59 952 -27.59 952 -44.36 952 -39.14 952 -16.63

953 953 -27.59 953 -27.59 953 -44.36 953 -39.14 953 -16.63

954 954 -27.59 954 -27.59 954 -44.36 954 -39.14 954 -16.63

955 955 -27.59 955 -27.59 955 -44.36 955 -39.14 955 -16.63

956 956 -27.59 956 -27.59 956 -44.36 956 -39.14 956 -16.63

957 957 -27.59 957 -27.59 957 -44.36 957 -39.14 957 -16.63

958 958 -27.59 958 -27.59 958 -44.36 958 -39.14 958 -16.63

959 959 -27.59 959 -27.59 959 -44.36 959 -39.14 959 -16.63

960 960 -27.59 960 -27.59 960 -44.36 960 -39.14 960 -16.63

961 961 -27.59 961 -27.59 961 -44.36 961 -39.14 961 -16.63

962 962 -27.59 962 -27.59 962 -44.36 962 -39.14 962 -16.63

963 963 -27.59 963 -27.59 963 -44.36 963 -39.14 963 -16.63

964 964 -27.59 964 -27.59 964 -44.36 964 -39.14 964 -16.63

965 965 -27.59 965 -27.59 965 -44.36 965 -39.14 965 -16.63

966 966 -27.59 966 -27.59 966 -44.36 966 -39.14 966 -16.63

967 967 -27.59 967 -27.59 967 -44.36 967 -39.14 967 -16.63

968 968 -27.59 968 -27.59 968 -44.36 968 -39.14 968 -16.63

969 969 -27.59 969 -27.59 969 -44.36 969 -39.14 969 -16.63

970 970 -27.59 970 -27.59 970 -44.36 970 -39.14 970 -16.63

971 971 -27.59 971 -27.59 971 -44.36 971 -39.14 971 -16.63

972 972 -27.59 972 -27.59 972 -44.36 972 -39.14 972 -16.63

973 973 -27.59 973 -27.59 973 -44.36 973 -39.14 973 -16.63

974 974 -27.59 974 -27.59 974 -44.36 974 -39.14 974 -16.63

975 975 -27.59 975 -27.59 975 -44.36 975 -39.14 975 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

976 976 -27.59 976 -27.59 976 -44.36 976 -39.14 976 -16.63

977 977 -27.59 977 -27.59 977 -44.36 977 -39.14 977 -16.63

978 978 -27.59 978 -27.59 978 -44.36 978 -39.14 978 -16.63

979 979 -27.59 979 -27.59 979 -44.36 979 -39.14 979 -16.63

980 980 -27.59 980 -27.59 980 -44.36 980 -39.14 980 -16.63

981 981 -27.59 981 -27.59 981 -44.36 981 -39.14 981 -16.63

982 982 -27.59 982 -27.59 982 -44.36 982 -39.14 982 -16.63

983 983 -27.59 983 -27.59 983 -44.36 983 -39.14 983 -16.63

984 984 -27.59 984 -27.59 984 -44.36 984 -39.14 984 -16.63

985 985 -27.59 985 -27.59 985 -44.36 985 -39.14 985 -16.63

986 986 -27.59 986 -27.59 986 -44.36 986 -39.14 986 -16.63

987 987 -27.59 987 -27.59 987 -44.36 987 -39.14 987 -16.63

988 988 -27.59 988 -27.59 988 -44.36 988 -39.14 988 -16.63

989 989 -27.59 989 -27.59 989 -44.36 989 -39.14 989 -16.63

990 990 -27.59 990 -27.59 990 -44.36 990 -39.14 990 -16.63

991 991 -27.59 991 -27.59 991 -44.36 991 -39.14 991 -16.63

992 992 -27.59 992 -27.59 992 -44.36 992 -39.14 992 -16.63

993 993 -27.59 993 -27.59 993 -44.36 993 -39.14 993 -16.63

994 994 -27.59 994 -27.59 994 -44.36 994 -39.14 994 -16.63

995 995 -27.59 995 -27.59 995 -44.36 995 -39.14 995 -16.63

996 996 -27.59 996 -27.59 996 -44.36 996 -39.14 996 -16.63

997 997 -27.59 997 -27.59 997 -44.36 997 -39.14 997 -16.63

998 998 -27.59 998 -27.59 998 -44.36 998 -39.14 998 -16.63

999 999 -27.59 999 -27.59 999 -44.36 999 -39.14 999 -16.63

1000 1000 -27.59 1000 -27.59 1000 -44.36 1000 -39.14 1000 -16.63

1001 1001 -27.59 1001 -27.59 1001 -44.36 1001 -39.14 1001 -16.63

1002 1002 -27.59 1002 -27.59 1002 -44.36 1002 -39.14 1002 -16.63

1003 1003 -27.59 1003 -27.59 1003 -44.36 1003 -39.14 1003 -16.63

1004 1004 -27.59 1004 -27.59 1004 -44.36 1004 -39.14 1004 -16.63

1005 1005 -27.59 1005 -27.59 1005 -44.36 1005 -39.14 1005 -16.63

1006 1006 -27.59 1006 -27.59 1006 -44.36 1006 -39.14 1006 -16.63

1007 1007 -27.59 1007 -27.59 1007 -44.36 1007 -39.14 1007 -16.63

1008 1008 -27.59 1008 -27.59 1008 -44.36 1008 -39.14 1008 -16.63

1009 1009 -27.59 1009 -27.59 1009 -44.36 1009 -39.14 1009 -16.63

1010 1010 -27.59 1010 -27.59 1010 -44.36 1010 -39.14 1010 -16.63

1011 1011 -27.59 1011 -27.59 1011 -44.36 1011 -39.14 1011 -16.63

1012 1012 -27.59 1012 -27.59 1012 -44.36 1012 -39.14 1012 -16.63

1013 1013 -27.59 1013 -27.59 1013 -44.36 1013 -39.14 1013 -16.63

1014 1014 -27.59 1014 -27.59 1014 -44.36 1014 -39.14 1014 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1015 1015 -27.59 1015 -27.59 1015 -44.36 1015 -39.14 1015 -16.63

1016 1016 -27.59 1016 -27.59 1016 -44.36 1016 -39.14 1016 -16.63

1017 1017 -27.59 1017 -27.59 1017 -44.36 1017 -39.14 1017 -16.63

1018 1018 -27.59 1018 -27.59 1018 -44.36 1018 -39.14 1018 -16.63

1019 1019 -27.59 1019 -27.59 1019 -44.36 1019 -39.14 1019 -16.63

1020 1020 -27.59 1020 -27.59 1020 -44.36 1020 -39.14 1020 -16.63

1021 1021 -27.59 1021 -27.59 1021 -44.36 1021 -39.14 1021 -16.63

1022 1022 -27.59 1022 -27.59 1022 -44.36 1022 -39.14 1022 -16.63

1023 1023 -27.59 1023 -27.59 1023 -44.36 1023 -39.14 1023 -16.63

1024 1024 -27.59 1024 -27.59 1024 -44.36 1024 -39.14 1024 -16.63

1025 1025 -27.59 1025 -27.59 1025 -44.36 1025 -39.14 1025 -16.63

1026 1026 -27.59 1026 -27.59 1026 -44.36 1026 -39.14 1026 -16.63

1027 1027 -27.59 1027 -27.59 1027 -44.36 1027 -39.14 1027 -16.63

1028 1028 -27.59 1028 -27.59 1028 -44.36 1028 -39.14 1028 -16.63

1029 1029 -27.59 1029 -27.59 1029 -44.36 1029 -39.14 1029 -16.63

1030 1030 -27.59 1030 -27.59 1030 -44.36 1030 -39.14 1030 -16.63

1031 1031 -27.59 1031 -27.59 1031 -44.36 1031 -39.14 1031 -16.63

1032 1032 -27.59 1032 -27.59 1032 -44.36 1032 -39.14 1032 -16.63

1033 1033 -27.59 1033 -27.59 1033 -44.36 1033 -39.14 1033 -16.63

1034 1034 -27.59 1034 -27.59 1034 -44.36 1034 -39.14 1034 -16.63

1035 1035 -27.59 1035 -27.59 1035 -44.36 1035 -39.14 1035 -16.63

1036 1036 -27.59 1036 -27.59 1036 -44.36 1036 -39.14 1036 -16.63

1037 1037 -27.59 1037 -27.59 1037 -44.36 1037 -39.14 1037 -16.63

1038 1038 -27.59 1038 -27.59 1038 -44.36 1038 -39.14 1038 -16.63

1039 1039 -27.59 1039 -27.59 1039 -44.36 1039 -39.14 1039 -16.63

1040 1040 -27.59 1040 -27.59 1040 -44.36 1040 -39.14 1040 -16.63

1041 1041 -27.59 1041 -27.59 1041 -44.36 1041 -39.14 1041 -16.63

1042 1042 -27.59 1042 -27.59 1042 -44.36 1042 -39.14 1042 -16.63

1043 1043 -27.59 1043 -27.59 1043 -44.36 1043 -39.14 1043 -16.63

1044 1044 -27.59 1044 -27.59 1044 -44.36 1044 -39.14 1044 -16.63

1045 1045 -27.59 1045 -27.59 1045 -44.36 1045 -39.14 1045 -16.63

1046 1046 -27.59 1046 -27.59 1046 -44.36 1046 -39.14 1046 -16.63

1047 1047 -27.59 1047 -27.59 1047 -44.36 1047 -39.14 1047 -16.63

1048 1048 -27.59 1048 -27.59 1048 -44.36 1048 -39.14 1048 -16.63

1049 1049 -27.59 1049 -27.59 1049 -44.36 1049 -39.14 1049 -16.63

1050 1050 -27.59 1050 -27.59 1050 -44.36 1050 -39.14 1050 -16.63

1051 1051 -27.59 1051 -27.59 1051 -44.36 1051 -39.14 1051 -16.63

1052 1052 -27.59 1052 -27.59 1052 -44.36 1052 -39.14 1052 -16.63

1053 1053 -27.59 1053 -27.59 1053 -44.36 1053 -39.14 1053 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1054 1054 -27.59 1054 -27.59 1054 -44.36 1054 -39.14 1054 -16.63

1055 1055 -27.59 1055 -27.59 1055 -44.36 1055 -39.14 1055 -16.63

1056 1056 -27.59 1056 -27.59 1056 -44.36 1056 -39.14 1056 -16.63

1057 1057 -27.59 1057 -27.59 1057 -44.36 1057 -39.14 1057 -16.63

1058 1058 -27.59 1058 -27.59 1058 -44.36 1058 -39.14 1058 -16.63

1059 1059 -27.59 1059 -27.59 1059 -44.36 1059 -39.14 1059 -16.63

1060 1060 -27.59 1060 -27.59 1060 -44.36 1060 -39.14 1060 -16.63

1061 1061 -27.59 1061 -27.59 1061 -44.36 1061 -39.14 1061 -16.63

1062 1062 -27.59 1062 -27.59 1062 -44.36 1062 -39.14 1062 -16.63

1063 1063 -27.59 1063 -27.59 1063 -44.36 1063 -39.14 1063 -16.63

1064 1064 -27.59 1064 -27.59 1064 -44.36 1064 -39.14 1064 -16.63

1065 1065 -27.59 1065 -27.59 1065 -44.36 1065 -39.14 1065 -16.63

1066 1066 -27.59 1066 -27.59 1066 -44.36 1066 -39.14 1066 -16.63

1067 1067 -27.59 1067 -27.59 1067 -44.36 1067 -39.14 1067 -16.63

1068 1068 -27.59 1068 -27.59 1068 -44.36 1068 -39.14 1068 -16.63

1069 1069 -27.59 1069 -27.59 1069 -44.36 1069 -39.14 1069 -16.63

1070 1070 -27.59 1070 -27.59 1070 -44.36 1070 -39.14 1070 -16.63

1071 1071 -27.59 1071 -27.59 1071 -44.36 1071 -39.14 1071 -16.63

1072 1072 -27.59 1072 -27.59 1072 -44.36 1072 -39.14 1072 -16.63

1073 1073 -27.59 1073 -27.59 1073 -44.36 1073 -39.14 1073 -16.63

1074 1074 -27.59 1074 -27.59 1074 -44.36 1074 -39.14 1074 -16.63

1075 1075 -27.59 1075 -27.59 1075 -44.36 1075 -39.14 1075 -16.63

1076 1076 -27.59 1076 -27.59 1076 -44.36 1076 -39.14 1076 -16.63

1077 1077 -27.59 1077 -27.59 1077 -44.36 1077 -39.14 1077 -16.63

1078 1078 -27.59 1078 -27.59 1078 -44.36 1078 -39.14 1078 -16.63

1079 1079 -27.59 1079 -27.59 1079 -44.36 1079 -39.14 1079 -16.63

1080 1080 -27.59 1080 -27.59 1080 -44.36 1080 -39.14 1080 -16.63

1081 1081 -27.59 1081 -27.59 1081 -44.36 1081 -39.14 1081 -16.63

1082 1082 -27.59 1082 -27.59 1082 -44.36 1082 -39.14 1082 -16.63

1083 1083 -27.59 1083 -27.59 1083 -44.36 1083 -39.14 1083 -16.63

1084 1084 -27.59 1084 -27.59 1084 -44.36 1084 -39.14 1084 -16.63

1085 1085 -27.59 1085 -27.59 1085 -44.36 1085 -39.14 1085 -16.63

1086 1086 -27.59 1086 -27.59 1086 -44.36 1086 -39.14 1086 -16.63

1087 1087 -27.59 1087 -27.59 1087 -44.36 1087 -39.14 1087 -16.63

1088 1088 -27.59 1088 -27.59 1088 -44.36 1088 -39.14 1088 -16.63

1089 1089 -27.59 1089 -27.59 1089 -44.36 1089 -39.14 1089 -16.63

1090 1090 -27.59 1090 -27.59 1090 -44.36 1090 -39.14 1090 -16.63

1091 1091 -27.59 1091 -27.59 1091 -44.36 1091 -39.14 1091 -16.63

1092 1092 -27.59 1092 -27.59 1092 -44.36 1092 -39.14 1092 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1093 1093 -27.59 1093 -27.59 1093 -44.36 1093 -39.14 1093 -16.63

1094 1094 -27.59 1094 -27.59 1094 -44.36 1094 -39.14 1094 -16.63

1095 1095 -27.59 1095 -27.59 1095 -44.36 1095 -39.14 1095 -16.63

1096 1096 -27.59 1096 -27.59 1096 -44.36 1096 -39.14 1096 -16.63

1097 1097 -27.59 1097 -27.59 1097 -44.36 1097 -39.14 1097 -16.63

1098 1098 -27.59 1098 -27.59 1098 -44.36 1098 -39.14 1098 -16.63

1099 1099 -27.59 1099 -27.59 1099 -44.36 1099 -39.14 1099 -16.63

1100 1100 -27.59 1100 -27.59 1100 -44.36 1100 -39.14 1100 -16.63

1101 1101 -27.59 1101 -27.59 1101 -44.36 1101 -39.14 1101 -16.63

1102 1102 -27.59 1102 -27.59 1102 -44.36 1102 -39.14 1102 -16.63

1103 1103 -27.59 1103 -27.59 1103 -44.36 1103 -39.14 1103 -16.63

1104 1104 -27.59 1104 -27.59 1104 -44.36 1104 -39.14 1104 -16.63

1105 1105 -27.59 1105 -27.59 1105 -44.36 1105 -39.14 1105 -16.63

1106 1106 -27.59 1106 -27.59 1106 -44.36 1106 -39.14 1106 -16.63

1107 1107 -27.59 1107 -27.59 1107 -44.36 1107 -39.14 1107 -16.63

1108 1108 -27.59 1108 -27.59 1108 -44.36 1108 -39.14 1108 -16.63

1109 1109 -27.59 1109 -27.59 1109 -44.36 1109 -39.14 1109 -16.63

1110 1110 -27.59 1110 -27.59 1110 -44.36 1110 -39.14 1110 -16.63

1111 1111 -27.59 1111 -27.59 1111 -44.36 1111 -39.14 1111 -16.63

1112 1112 -27.59 1112 -27.59 1112 -44.36 1112 -39.14 1112 -16.63

1113 1113 -27.59 1113 -27.59 1113 -44.36 1113 -39.14 1113 -16.63

1114 1114 -27.59 1114 -27.59 1114 -44.36 1114 -39.14 1114 -16.63

1115 1115 -27.59 1115 -27.59 1115 -44.36 1115 -39.14 1115 -16.63

1116 1116 -27.59 1116 -27.59 1116 -44.36 1116 -39.14 1116 -16.63

1117 1117 -27.59 1117 -27.59 1117 -44.36 1117 -39.14 1117 -16.63

1118 1118 -27.59 1118 -27.59 1118 -44.36 1118 -39.14 1118 -16.63

1119 1119 -27.59 1119 -27.59 1119 -44.36 1119 -39.14 1119 -16.63

1120 1120 -27.59 1120 -27.59 1120 -44.36 1120 -39.14 1120 -16.63

1121 1121 -27.59 1121 -27.59 1121 -44.36 1121 -39.14 1121 -16.63

1122 1122 -27.59 1122 -27.59 1122 -44.36 1122 -39.14 1122 -16.63

1123 1123 -27.59 1123 -27.59 1123 -44.36 1123 -39.14 1123 -16.63

1124 1124 -27.59 1124 -27.59 1124 -44.36 1124 -39.14 1124 -16.63

1125 1125 -27.59 1125 -27.59 1125 -44.36 1125 -39.14 1125 -16.63

1126 1126 -27.59 1126 -27.59 1126 -44.36 1126 -39.14 1126 -16.63

1127 1127 -27.59 1127 -27.59 1127 -44.36 1127 -39.14 1127 -16.63

1128 1128 -27.59 1128 -27.59 1128 -44.36 1128 -39.14 1128 -16.63

1129 1129 -27.59 1129 -27.59 1129 -44.36 1129 -39.14 1129 -16.63

1130 1130 -27.59 1130 -27.59 1130 -44.36 1130 -39.14 1130 -16.63

1131 1131 -27.59 1131 -27.59 1131 -44.36 1131 -39.14 1131 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1132 1132 -27.59 1132 -27.59 1132 -44.36 1132 -39.14 1132 -16.63

1133 1133 -27.59 1133 -27.59 1133 -44.36 1133 -39.14 1133 -16.63

1134 1134 -27.59 1134 -27.59 1134 -44.36 1134 -39.14 1134 -16.63

1135 1135 -27.59 1135 -27.59 1135 -44.36 1135 -39.14 1135 -16.63

1136 1136 -27.59 1136 -27.59 1136 -44.36 1136 -39.14 1136 -16.63

1137 1137 -27.59 1137 -27.59 1137 -44.36 1137 -39.14 1137 -16.63

1138 1138 -27.59 1138 -27.59 1138 -44.36 1138 -39.14 1138 -16.63

1139 1139 -27.59 1139 -27.59 1139 -44.36 1139 -39.14 1139 -16.63

1140 1140 -27.59 1140 -27.59 1140 -44.36 1140 -39.14 1140 -16.63

1141 1141 -27.59 1141 -27.59 1141 -44.36 1141 -39.14 1141 -16.63

1142 1142 -27.59 1142 -27.59 1142 -44.36 1142 -39.14 1142 -16.63

1143 1143 -27.59 1143 -27.59 1143 -44.36 1143 -39.14 1143 -16.63

1144 1144 -27.59 1144 -27.59 1144 -44.36 1144 -39.14 1144 -16.63

1145 1145 -27.59 1145 -27.59 1145 -44.36 1145 -39.14 1145 -16.63

1146 1146 -27.59 1146 -27.59 1146 -44.36 1146 -39.14 1146 -16.63

1147 1147 -27.59 1147 -27.59 1147 -44.36 1147 -39.14 1147 -16.63

1148 1148 -27.59 1148 -27.59 1148 -44.36 1148 -39.14 1148 -16.63

1149 1149 -27.59 1149 -27.59 1149 -44.36 1149 -39.14 1149 -16.63

1150 1150 -27.59 1150 -27.59 1150 -44.36 1150 -39.14 1150 -16.63

1151 1151 -27.59 1151 -27.59 1151 -44.36 1151 -39.14 1151 -16.63

1152 1152 -27.59 1152 -27.59 1152 -44.36 1152 -39.14 1152 -16.63

1153 1153 -27.59 1153 -27.59 1153 -44.36 1153 -39.14 1153 -16.63

1154 1154 -27.59 1154 -27.59 1154 -44.36 1154 -39.14 1154 -16.63

1155 1155 -27.59 1155 -27.59 1155 -44.36 1155 -39.14 1155 -16.63

1156 1156 -27.59 1156 -27.59 1156 -44.36 1156 -39.14 1156 -16.63

1157 1157 -27.59 1157 -27.59 1157 -44.36 1157 -39.14 1157 -16.63

1158 1158 -27.59 1158 -27.59 1158 -44.36 1158 -39.14 1158 -16.63

1159 1159 -27.59 1159 -27.59 1159 -44.36 1159 -39.14 1159 -16.63

1160 1160 -27.59 1160 -27.59 1160 -44.36 1160 -39.14 1160 -16.63

1161 1161 -27.59 1161 -27.59 1161 -44.36 1161 -39.14 1161 -16.63

1162 1162 -27.59 1162 -27.59 1162 -44.36 1162 -39.14 1162 -16.63

1163 1163 -27.59 1163 -27.59 1163 -44.36 1163 -39.14 1163 -16.63

1164 1164 -27.59 1164 -27.59 1164 -44.36 1164 -39.14 1164 -16.63

1165 1165 -27.59 1165 -27.59 1165 -44.36 1165 -39.14 1165 -16.63

1166 1166 -27.59 1166 -27.59 1166 -44.36 1166 -39.14 1166 -16.63

1167 1167 -27.59 1167 -27.59 1167 -44.36 1167 -39.14 1167 -16.63

1168 1168 -27.59 1168 -27.59 1168 -44.36 1168 -39.14 1168 -16.63

1169 1169 -27.59 1169 -27.59 1169 -44.36 1169 -39.14 1169 -16.63

1170 1170 -27.59 1170 -27.59 1170 -44.36 1170 -39.14 1170 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1171 1171 -27.59 1171 -27.59 1171 -44.36 1171 -39.14 1171 -16.63

1172 1172 -27.59 1172 -27.59 1172 -44.36 1172 -39.14 1172 -16.63

1173 1173 -27.59 1173 -27.59 1173 -44.36 1173 -39.14 1173 -16.63

1174 1174 -27.59 1174 -27.59 1174 -44.36 1174 -39.14 1174 -16.63

1175 1175 -27.59 1175 -27.59 1175 -44.36 1175 -39.14 1175 -16.63

1176 1176 -27.59 1176 -27.59 1176 -44.36 1176 -39.14 1176 -16.63

1177 1177 -27.59 1177 -27.59 1177 -44.36 1177 -39.14 1177 -16.63

1178 1178 -27.59 1178 -27.59 1178 -44.36 1178 -39.14 1178 -16.63

1179 1179 -27.59 1179 -27.59 1179 -44.36 1179 -39.14 1179 -16.63

1180 1180 -27.59 1180 -27.59 1180 -44.36 1180 -39.14 1180 -16.63

1181 1181 -27.59 1181 -27.59 1181 -44.36 1181 -39.14 1181 -16.63

1182 1182 -27.59 1182 -27.59 1182 -44.36 1182 -39.14 1182 -16.63

1183 1183 -27.59 1183 -27.59 1183 -44.36 1183 -39.14 1183 -16.63

1184 1184 -27.59 1184 -27.59 1184 -44.36 1184 -39.14 1184 -16.63

1185 1185 -27.59 1185 -27.59 1185 -44.36 1185 -39.14 1185 -16.63

1186 1186 -27.59 1186 -27.59 1186 -44.36 1186 -39.14 1186 -16.63

1187 1187 -27.59 1187 -27.59 1187 -44.36 1187 -39.14 1187 -16.63

1188 1188 -27.59 1188 -27.59 1188 -44.36 1188 -39.14 1188 -16.63

1189 1189 -27.59 1189 -27.59 1189 -44.36 1189 -39.14 1189 -16.63

1190 1190 -27.59 1190 -27.59 1190 -44.36 1190 -39.14 1190 -16.63

1191 1191 -27.59 1191 -27.59 1191 -44.36 1191 -39.14 1191 -16.63

1192 1192 -27.59 1192 -27.59 1192 -44.36 1192 -39.14 1192 -16.63

1193 1193 -27.59 1193 -27.59 1193 -44.36 1193 -39.14 1193 -16.63

1194 1194 -27.59 1194 -27.59 1194 -44.36 1194 -39.14 1194 -16.63

1195 1195 -27.59 1195 -27.59 1195 -44.36 1195 -39.14 1195 -16.63

1196 1196 -27.59 1196 -27.59 1196 -44.36 1196 -39.14 1196 -16.63

1197 1197 -27.59 1197 -27.59 1197 -44.36 1197 -39.14 1197 -16.63

1198 1198 -27.59 1198 -27.59 1198 -44.36 1198 -39.14 1198 -16.63

1199 1199 -27.59 1199 -27.59 1199 -44.36 1199 -39.14 1199 -16.63

1200 1200 -27.59 1200 -27.59 1200 -44.36 1200 -39.14 1200 -16.63

1201 1201 -27.59 1201 -27.59 1201 -44.36 1201 -39.14 1201 -16.63

1202 1202 -27.59 1202 -27.59 1202 -44.36 1202 -39.14 1202 -16.63

1203 1203 -27.59 1203 -27.59 1203 -44.36 1203 -39.14 1203 -16.63

1204 1204 -27.59 1204 -27.59 1204 -44.36 1204 -39.14 1204 -16.63

1205 1205 -27.59 1205 -27.59 1205 -44.36 1205 -39.14 1205 -16.63

1206 1206 -27.59 1206 -27.59 1206 -44.36 1206 -39.14 1206 -16.63

1207 1207 -27.59 1207 -27.59 1207 -44.36 1207 -39.14 1207 -16.63

1208 1208 -27.59 1208 -27.59 1208 -44.36 1208 -39.14 1208 -16.63

1209 1209 -27.59 1209 -27.59 1209 -44.36 1209 -39.14 1209 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1210 1210 -27.59 1210 -27.59 1210 -44.36 1210 -39.14 1210 -16.63

1211 1211 -27.59 1211 -27.59 1211 -44.36 1211 -39.14 1211 -16.63

1212 1212 -27.59 1212 -27.59 1212 -44.36 1212 -39.14 1212 -16.63

1213 1213 -27.59 1213 -27.59 1213 -44.36 1213 -39.14 1213 -16.63

1214 1214 -27.59 1214 -27.59 1214 -44.36 1214 -39.14 1214 -16.63

1215 1215 -27.59 1215 -27.59 1215 -44.36 1215 -39.14 1215 -16.63

1216 1216 -27.59 1216 -27.59 1216 -44.36 1216 -39.14 1216 -16.63

1217 1217 -27.59 1217 -27.59 1217 -44.36 1217 -39.14 1217 -16.63

1218 1218 -27.59 1218 -27.59 1218 -44.36 1218 -39.14 1218 -16.63

1219 1219 -27.59 1219 -27.59 1219 -44.36 1219 -39.14 1219 -16.63

1220 1220 -27.59 1220 -27.59 1220 -44.36 1220 -39.14 1220 -16.63

1221 1221 -27.59 1221 -27.59 1221 -44.36 1221 -39.14 1221 -16.63

1222 1222 -27.59 1222 -27.59 1222 -44.36 1222 -39.14 1222 -16.63

1223 1223 -27.59 1223 -27.59 1223 -44.36 1223 -39.14 1223 -16.63

1224 1224 -27.59 1224 -27.59 1224 -44.36 1224 -39.14 1224 -16.63

1225 1225 -27.59 1225 -27.59 1225 -44.36 1225 -39.14 1225 -16.63

1226 1226 -27.59 1226 -27.59 1226 -44.36 1226 -39.14 1226 -16.63

1227 1227 -27.59 1227 -27.59 1227 -44.36 1227 -39.14 1227 -16.63

1228 1228 -27.59 1228 -27.59 1228 -44.36 1228 -39.14 1228 -16.63

1229 1229 -27.59 1229 -27.59 1229 -44.36 1229 -39.14 1229 -16.63

1230 1230 -27.59 1230 -27.59 1230 -44.36 1230 -39.14 1230 -16.63

1231 1231 -27.59 1231 -27.59 1231 -44.36 1231 -39.14 1231 -16.63

1232 1232 -27.59 1232 -27.59 1232 -44.36 1232 -39.14 1232 -16.63

1233 1233 -27.59 1233 -27.59 1233 -44.36 1233 -39.14 1233 -16.63

1234 1234 -27.59 1234 -27.59 1234 -44.36 1234 -39.14 1234 -16.63

1235 1235 -27.59 1235 -27.59 1235 -44.36 1235 -39.14 1235 -16.63

1236 1236 -27.59 1236 -27.59 1236 -44.36 1236 -39.14 1236 -16.63

1237 1237 -27.59 1237 -27.59 1237 -44.36 1237 -39.14 1237 -16.63

1238 1238 -27.59 1238 -27.59 1238 -44.36 1238 -39.14 1238 -16.63

1239 1239 -27.59 1239 -27.59 1239 -44.36 1239 -39.14 1239 -16.63

1240 1240 -27.59 1240 -27.59 1240 -44.36 1240 -39.14 1240 -16.63

1241 1241 -27.59 1241 -27.59 1241 -44.36 1241 -39.14 1241 -16.63

1242 1242 -27.59 1242 -27.59 1242 -44.36 1242 -39.14 1242 -16.63

1243 1243 -27.59 1243 -27.59 1243 -44.36 1243 -39.14 1243 -16.63

1244 1244 -27.59 1244 -27.59 1244 -44.36 1244 -39.14 1244 -16.63

1245 1245 -27.59 1245 -27.59 1245 -44.36 1245 -39.14 1245 -16.63

1246 1246 -27.59 1246 -27.59 1246 -44.36 1246 -39.14 1246 -16.63

1247 1247 -27.59 1247 -27.59 1247 -44.36 1247 -39.14 1247 -16.63

1248 1248 -27.59 1248 -27.59 1248 -44.36 1248 -39.14 1248 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1249 1249 -27.59 1249 -27.59 1249 -44.36 1249 -39.14 1249 -16.63

1250 1250 -27.59 1250 -27.59 1250 -44.36 1250 -39.14 1250 -16.63

1251 1251 -27.59 1251 -27.59 1251 -44.36 1251 -39.14 1251 -16.63

1252 1252 -27.59 1252 -27.59 1252 -44.36 1252 -39.14 1252 -16.63

1253 1253 -27.59 1253 -27.59 1253 -44.36 1253 -39.14 1253 -16.63

1254 1254 -27.59 1254 -27.59 1254 -44.36 1254 -39.14 1254 -16.63

1255 1255 -27.59 1255 -27.59 1255 -44.36 1255 -39.14 1255 -16.63

1256 1256 -27.59 1256 -27.59 1256 -44.36 1256 -39.14 1256 -16.63

1257 1257 -27.59 1257 -27.59 1257 -44.36 1257 -39.14 1257 -16.63

1258 1258 -27.59 1258 -27.59 1258 -44.36 1258 -39.14 1258 -16.63

1259 1259 -27.59 1259 -27.59 1259 -44.36 1259 -39.14 1259 -16.63

1260 1260 -27.59 1260 -27.59 1260 -44.36 1260 -39.14 1260 -16.63

1261 1261 -27.59 1261 -27.59 1261 -44.36 1261 -39.14 1261 -16.63

1262 1262 -27.59 1262 -27.59 1262 -44.36 1262 -39.14 1262 -16.63

1263 1263 -27.59 1263 -27.59 1263 -44.36 1263 -39.14 1263 -16.63

1264 1264 -27.59 1264 -27.59 1264 -44.36 1264 -39.14 1264 -16.63

1265 1265 -27.59 1265 -27.59 1265 -44.36 1265 -39.14 1265 -16.63

1266 1266 -27.59 1266 -27.59 1266 -44.36 1266 -39.14 1266 -16.63

1267 1267 -27.59 1267 -27.59 1267 -44.36 1267 -39.14 1267 -16.63

1268 1268 -27.59 1268 -27.59 1268 -44.36 1268 -39.14 1268 -16.63

1269 1269 -27.59 1269 -27.59 1269 -44.36 1269 -39.14 1269 -16.63

1270 1270 -27.59 1270 -27.59 1270 -44.36 1270 -39.14 1270 -16.63

1271 1271 -27.59 1271 -27.59 1271 -44.36 1271 -39.14 1271 -16.63

1272 1272 -27.59 1272 -27.59 1272 -44.36 1272 -39.14 1272 -16.63

1273 1273 -27.59 1273 -27.59 1273 -44.36 1273 -39.14 1273 -16.63

1274 1274 -27.59 1274 -27.59 1274 -44.36 1274 -39.14 1274 -16.63

1275 1275 -27.59 1275 -27.59 1275 -44.36 1275 -39.14 1275 -16.63

1276 1276 -27.59 1276 -27.59 1276 -44.36 1276 -39.14 1276 -16.63

1277 1277 -27.59 1277 -27.59 1277 -44.36 1277 -39.14 1277 -16.63

1278 1278 -27.59 1278 -27.59 1278 -44.36 1278 -39.14 1278 -16.63

1279 1279 -27.59 1279 -27.59 1279 -44.36 1279 -39.14 1279 -16.63

1280 1280 -27.59 1280 -27.59 1280 -44.36 1280 -39.14 1280 -16.63

1281 1281 -27.59 1281 -27.59 1281 -44.36 1281 -39.14 1281 -16.63

1282 1282 -27.59 1282 -27.59 1282 -44.36 1282 -39.14 1282 -16.63

1283 1283 -27.59 1283 -27.59 1283 -44.36 1283 -39.14 1283 -16.63

1284 1284 -27.59 1284 -27.59 1284 -44.36 1284 -39.14 1284 -16.63

1285 1285 -27.59 1285 -27.59 1285 -44.36 1285 -39.14 1285 -16.63

1286 1286 -27.59 1286 -27.59 1286 -44.36 1286 -39.14 1286 -16.63

1287 1287 -27.59 1287 -27.59 1287 -44.36 1287 -39.14 1287 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1288 1288 -27.59 1288 -27.59 1288 -44.36 1288 -39.14 1288 -16.63

1289 1289 -27.59 1289 -27.59 1289 -44.36 1289 -39.14 1289 -16.63

1290 1290 -27.59 1290 -27.59 1290 -44.36 1290 -39.14 1290 -16.63

1291 1291 -27.59 1291 -27.59 1291 -44.36 1291 -39.14 1291 -16.63

1292 1292 -27.59 1292 -27.59 1292 -44.36 1292 -39.14 1292 -16.63

1293 1293 -27.59 1293 -27.59 1293 -44.36 1293 -39.14 1293 -16.63

1294 1294 -27.59 1294 -27.59 1294 -44.36 1294 -39.14 1294 -16.63

1295 1295 -27.59 1295 -27.59 1295 -44.36 1295 -39.14 1295 -16.63

1296 1296 -27.59 1296 -27.59 1296 -44.36 1296 -39.14 1296 -16.63

1297 1297 -27.59 1297 -27.59 1297 -44.36 1297 -39.14 1297 -16.63

1298 1298 -27.59 1298 -27.59 1298 -44.36 1298 -39.14 1298 -16.63

1299 1299 -27.59 1299 -27.59 1299 -44.36 1299 -39.14 1299 -16.63

1300 1300 -27.59 1300 -27.59 1300 -44.36 1300 -39.14 1300 -16.63

1301 1301 -27.59 1301 -27.59 1301 -44.36 1301 -39.14 1301 -16.63

1302 1302 -27.59 1302 -27.59 1302 -44.36 1302 -39.14 1302 -16.63

1303 1303 -27.59 1303 -27.59 1303 -44.36 1303 -39.14 1303 -16.63

1304 1304 -27.59 1304 -27.59 1304 -44.36 1304 -39.14 1304 -16.63

1305 1305 -27.59 1305 -27.59 1305 -44.36 1305 -39.14 1305 -16.63

1306 1306 -27.59 1306 -27.59 1306 -44.36 1306 -39.14 1306 -16.63

1307 1307 -27.59 1307 -27.59 1307 -44.36 1307 -39.14 1307 -16.63

1308 1308 -27.59 1308 -27.59 1308 -44.36 1308 -39.14 1308 -16.63

1309 1309 -27.59 1309 -27.59 1309 -44.36 1309 -39.14 1309 -16.63

1310 1310 -27.59 1310 -27.59 1310 -44.36 1310 -39.14 1310 -16.63

1311 1311 -27.59 1311 -27.59 1311 -44.36 1311 -39.14 1311 -16.63

1312 1312 -27.59 1312 -27.59 1312 -44.36 1312 -39.14 1312 -16.63

1313 1313 -27.59 1313 -27.59 1313 -44.36 1313 -39.14 1313 -16.63

1314 1314 -27.59 1314 -27.59 1314 -44.36 1314 -39.14 1314 -16.63

1315 1315 -27.59 1315 -27.59 1315 -44.36 1315 -39.14 1315 -16.63

1316 1316 -27.59 1316 -27.59 1316 -44.36 1316 -39.14 1316 -16.63

1317 1317 -27.59 1317 -27.59 1317 -44.36 1317 -39.14 1317 -16.63

1318 1318 -27.59 1318 -27.59 1318 -44.36 1318 -39.14 1318 -16.63

1319 1319 -27.59 1319 -27.59 1319 -44.36 1319 -39.14 1319 -16.63

1320 1320 -27.59 1320 -27.59 1320 -44.36 1320 -39.14 1320 -16.63

1321 1321 -27.59 1321 -27.59 1321 -44.36 1321 -39.14 1321 -16.63

1322 1322 -27.59 1322 -27.59 1322 -44.36 1322 -39.14 1322 -16.63

1323 1323 -27.59 1323 -27.59 1323 -44.36 1323 -39.14 1323 -16.63

1324 1324 -27.59 1324 -27.59 1324 -44.36 1324 -39.14 1324 -16.63

1325 1325 -27.59 1325 -27.59 1325 -44.36 1325 -39.14 1325 -16.63

1326 1326 -27.59 1326 -27.59 1326 -44.36 1326 -39.14 1326 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1327 1327 -27.59 1327 -27.59 1327 -44.36 1327 -39.14 1327 -16.63

1328 1328 -27.59 1328 -27.59 1328 -44.36 1328 -39.14 1328 -16.63

1329 1329 -27.59 1329 -27.59 1329 -44.36 1329 -39.14 1329 -16.63

1330 1330 -27.59 1330 -27.59 1330 -44.36 1330 -39.14 1330 -16.63

1331 1331 -27.59 1331 -27.59 1331 -44.36 1331 -39.14 1331 -16.63

1332 1332 -27.59 1332 -27.59 1332 -44.36 1332 -39.14 1332 -16.63

1333 1333 -27.59 1333 -27.59 1333 -44.36 1333 -39.14 1333 -16.63

1334 1334 -27.59 1334 -27.59 1334 -44.36 1334 -39.14 1334 -16.63

1335 1335 -27.59 1335 -27.59 1335 -44.36 1335 -39.14 1335 -16.63

1336 1336 -27.59 1336 -27.59 1336 -44.36 1336 -39.14 1336 -16.63

1337 1337 -27.59 1337 -27.59 1337 -44.36 1337 -39.14 1337 -16.63

1338 1338 -27.59 1338 -27.59 1338 -44.36 1338 -39.14 1338 -16.63

1339 1339 -27.59 1339 -27.59 1339 -44.36 1339 -39.14 1339 -16.63

1340 1340 -27.59 1340 -27.59 1340 -44.36 1340 -39.14 1340 -16.63

1341 1341 -27.59 1341 -27.59 1341 -44.36 1341 -39.14 1341 -16.63

1342 1342 -27.59 1342 -27.59 1342 -44.36 1342 -39.14 1342 -16.63

1343 1343 -27.59 1343 -27.59 1343 -44.36 1343 -39.14 1343 -16.63

1344 1344 -27.59 1344 -27.59 1344 -44.36 1344 -39.14 1344 -16.63

1345 1345 -27.59 1345 -27.59 1345 -44.36 1345 -39.14 1345 -16.63

1346 1346 -27.59 1346 -27.59 1346 -44.36 1346 -39.14 1346 -16.63

1347 1347 -27.59 1347 -27.59 1347 -44.36 1347 -39.14 1347 -16.63

1348 1348 -27.59 1348 -27.59 1348 -44.36 1348 -39.14 1348 -16.63

1349 1349 -27.59 1349 -27.59 1349 -44.36 1349 -39.14 1349 -16.63

1350 1350 -27.59 1350 -27.59 1350 -44.36 1350 -39.14 1350 -16.63

1351 1351 -27.59 1351 -27.59 1351 -44.36 1351 -39.14 1351 -16.63

1352 1352 -27.59 1352 -27.59 1352 -44.36 1352 -39.14 1352 -16.63

1353 1353 -27.59 1353 -27.59 1353 -44.36 1353 -39.14 1353 -16.63

1354 1354 -27.59 1354 -27.59 1354 -44.36 1354 -39.14 1354 -16.63

1355 1355 -27.59 1355 -27.59 1355 -44.36 1355 -39.14 1355 -16.63

1356 1356 -27.59 1356 -27.59 1356 -44.36 1356 -39.14 1356 -16.63

1357 1357 -27.59 1357 -27.59 1357 -44.36 1357 -39.14 1357 -16.63

1358 1358 -27.59 1358 -27.59 1358 -44.36 1358 -39.14 1358 -16.63

1359 1359 -27.59 1359 -27.59 1359 -44.36 1359 -39.14 1359 -16.63

1360 1360 -27.59 1360 -27.59 1360 -44.36 1360 -39.14 1360 -16.63

1361 1361 -27.59 1361 -27.59 1361 -44.36 1361 -39.14 1361 -16.63

1362 1362 -27.59 1362 -27.59 1362 -44.36 1362 -39.14 1362 -16.63

1363 1363 -27.59 1363 -27.59 1363 -44.36 1363 -39.14 1363 -16.63

1364 1364 -27.59 1364 -27.59 1364 -44.36 1364 -39.14 1364 -16.63

1365 1365 -27.59 1365 -27.59 1365 -44.36 1365 -39.14 1365 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1366 1366 -27.59 1366 -27.59 1366 -44.36 1366 -39.14 1366 -16.63

1367 1367 -27.59 1367 -27.59 1367 -44.36 1367 -39.14 1367 -16.63

1368 1368 -27.59 1368 -27.59 1368 -44.36 1368 -39.14 1368 -16.63

1369 1369 -27.59 1369 -27.59 1369 -44.36 1369 -39.14 1369 -16.63

1370 1370 -27.59 1370 -27.59 1370 -44.36 1370 -39.14 1370 -16.63

1371 1371 -27.59 1371 -27.59 1371 -44.36 1371 -39.14 1371 -16.63

1372 1372 -27.59 1372 -27.59 1372 -44.36 1372 -39.14 1372 -16.63

1373 1373 -27.59 1373 -27.59 1373 -44.36 1373 -39.14 1373 -16.63

1374 1374 -27.59 1374 -27.59 1374 -44.36 1374 -39.14 1374 -16.63

1375 1375 -27.59 1375 -27.59 1375 -44.36 1375 -39.14 1375 -16.63

1376 1376 -27.59 1376 -27.59 1376 -44.36 1376 -39.14 1376 -16.63

1377 1377 -27.59 1377 -27.59 1377 -44.36 1377 -39.14 1377 -16.63

1378 1378 -27.59 1378 -27.59 1378 -44.36 1378 -39.14 1378 -16.63

1379 1379 -27.59 1379 -27.59 1379 -44.36 1379 -39.14 1379 -16.63

1380 1380 -27.59 1380 -27.59 1380 -44.36 1380 -39.14 1380 -16.63

1381 1381 -27.59 1381 -27.59 1381 -44.36 1381 -39.14 1381 -16.63

1382 1382 -27.59 1382 -27.59 1382 -44.36 1382 -39.14 1382 -16.63

1383 1383 -27.59 1383 -27.59 1383 -44.36 1383 -39.14 1383 -16.63

1384 1384 -27.59 1384 -27.59 1384 -44.36 1384 -39.14 1384 -16.63

1385 1385 -27.59 1385 -27.59 1385 -44.36 1385 -39.14 1385 -16.63

1386 1386 -27.59 1386 -27.59 1386 -44.36 1386 -39.14 1386 -16.63

1387 1387 -27.59 1387 -27.59 1387 -44.36 1387 -39.14 1387 -16.63

1388 1388 -27.59 1388 -27.59 1388 -44.36 1388 -39.14 1388 -16.63

1389 1389 -27.59 1389 -27.59 1389 -44.36 1389 -39.14 1389 -16.63

1390 1390 -27.59 1390 -27.59 1390 -44.36 1390 -39.14 1390 -16.63

1391 1391 -27.59 1391 -27.59 1391 -44.36 1391 -39.14 1391 -16.63

1392 1392 -27.59 1392 -27.59 1392 -44.36 1392 -39.14 1392 -16.63

1393 1393 -27.59 1393 -27.59 1393 -44.36 1393 -39.14 1393 -16.63

1394 1394 -27.59 1394 -27.59 1394 -44.36 1394 -39.14 1394 -16.63

1395 1395 -27.59 1395 -27.59 1395 -44.36 1395 -39.14 1395 -16.63

1396 1396 -27.59 1396 -27.59 1396 -44.36 1396 -39.14 1396 -16.63

1397 1397 -27.59 1397 -27.59 1397 -44.36 1397 -39.14 1397 -16.63

1398 1398 -27.59 1398 -27.59 1398 -44.36 1398 -39.14 1398 -16.63

1399 1399 -27.59 1399 -27.59 1399 -44.36 1399 -39.14 1399 -16.63

1400 1400 -27.59 1400 -27.59 1400 -44.36 1400 -39.14 1400 -16.63

1401 1401 -27.59 1401 -27.59 1401 -44.36 1401 -39.14 1401 -16.63

1402 1402 -27.59 1402 -27.59 1402 -44.36 1402 -39.14 1402 -16.63

1403 1403 -27.59 1403 -27.59 1403 -44.36 1403 -39.14 1403 -16.63

1404 1404 -27.59 1404 -27.59 1404 -44.36 1404 -39.14 1404 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1405 1405 -27.59 1405 -27.59 1405 -44.36 1405 -39.14 1405 -16.63

1406 1406 -27.59 1406 -27.59 1406 -44.36 1406 -39.14 1406 -16.63

1407 1407 -27.59 1407 -27.59 1407 -44.36 1407 -39.14 1407 -16.63

1408 1408 -27.59 1408 -27.59 1408 -44.36 1408 -39.14 1408 -16.63

1409 1409 -27.59 1409 -27.59 1409 -44.36 1409 -39.14 1409 -16.63

1410 1410 -27.59 1410 -27.59 1410 -44.36 1410 -39.14 1410 -16.63

1411 1411 -27.59 1411 -27.59 1411 -44.36 1411 -39.14 1411 -16.63

1412 1412 -27.59 1412 -27.59 1412 -44.36 1412 -39.14 1412 -16.63

1413 1413 -27.59 1413 -27.59 1413 -44.36 1413 -39.14 1413 -16.63

1414 1414 -27.59 1414 -27.59 1414 -44.36 1414 -39.14 1414 -16.63

1415 1415 -27.59 1415 -27.59 1415 -44.36 1415 -39.14 1415 -16.63

1416 1416 -27.59 1416 -27.59 1416 -44.36 1416 -39.14 1416 -16.63

1417 1417 -27.59 1417 -27.59 1417 -44.36 1417 -39.14 1417 -16.63

1418 1418 -27.59 1418 -27.59 1418 -44.36 1418 -39.14 1418 -16.63

1419 1419 -27.59 1419 -27.59 1419 -44.36 1419 -39.14 1419 -16.63

1420 1420 -27.59 1420 -27.59 1420 -44.36 1420 -39.14 1420 -16.63

1421 1421 -27.59 1421 -27.59 1421 -44.36 1421 -39.14 1421 -16.63

1422 1422 -27.59 1422 -27.59 1422 -44.36 1422 -39.14 1422 -16.63

1423 1423 -27.59 1423 -27.59 1423 -44.36 1423 -39.14 1423 -16.63

1424 1424 -27.59 1424 -27.59 1424 -44.36 1424 -39.14 1424 -16.63

1425 1425 -27.59 1425 -27.59 1425 -44.36 1425 -39.14 1425 -16.63

1426 1426 -27.59 1426 -27.59 1426 -44.36 1426 -39.14 1426 -16.63

1427 1427 -27.59 1427 -27.59 1427 -44.36 1427 -39.14 1427 -16.63

1428 1428 -27.59 1428 -27.59 1428 -44.36 1428 -39.14 1428 -16.63

1429 1429 -27.59 1429 -27.59 1429 -44.36 1429 -39.14 1429 -16.63

1430 1430 -27.59 1430 -27.59 1430 -44.36 1430 -39.14 1430 -16.63

1431 1431 -27.59 1431 -27.59 1431 -44.36 1431 -39.14 1431 -16.63

1432 1432 -27.59 1432 -27.59 1432 -44.36 1432 -39.14 1432 -16.63

1433 1433 -27.59 1433 -27.59 1433 -44.36 1433 -39.14 1433 -16.63

1434 1434 -27.59 1434 -27.59 1434 -44.36 1434 -39.14 1434 -16.63

1435 1435 -27.59 1435 -27.59 1435 -44.36 1435 -39.14 1435 -16.63

1436 1436 -27.59 1436 -27.59 1436 -44.36 1436 -39.14 1436 -16.63

1437 1437 -27.59 1437 -27.59 1437 -44.36 1437 -39.14 1437 -16.63

1438 1438 -27.59 1438 -27.59 1438 -44.36 1438 -39.14 1438 -16.63

1439 1439 -27.59 1439 -27.59 1439 -44.36 1439 -39.14 1439 -16.63

1440 1440 -27.59 1440 -27.59 1440 -44.36 1440 -39.14 1440 -16.63

1441 1441 -27.59 1441 -27.59 1441 -44.36 1441 -39.14 1441 -16.63

1442 1442 -27.59 1442 -27.59 1442 -44.36 1442 -39.14 1442 -16.63

1443 1443 -27.59 1443 -27.59 1443 -44.36 1443 -39.14 1443 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1444 1444 -27.59 1444 -27.59 1444 -44.36 1444 -39.14 1444 -16.63

1445 1445 -27.59 1445 -27.59 1445 -44.36 1445 -39.14 1445 -16.63

1446 1446 -27.59 1446 -27.59 1446 -44.36 1446 -39.14 1446 -16.63

1447 1447 -27.59 1447 -27.59 1447 -44.36 1447 -39.14 1447 -16.63

1448 1448 -27.59 1448 -27.59 1448 -44.36 1448 -39.14 1448 -16.63

1449 1449 -27.59 1449 -27.59 1449 -44.36 1449 -39.14 1449 -16.63

1450 1450 -27.59 1450 -27.59 1450 -44.36 1450 -39.14 1450 -16.63

1451 1451 -27.59 1451 -27.59 1451 -44.36 1451 -39.14 1451 -16.63

1452 1452 -27.59 1452 -27.59 1452 -44.36 1452 -39.14 1452 -16.63

1453 1453 -27.59 1453 -27.59 1453 -44.36 1453 -39.14 1453 -16.63

1454 1454 -27.59 1454 -27.59 1454 -44.36 1454 -39.14 1454 -16.63

1455 1455 -27.59 1455 -27.59 1455 -44.36 1455 -39.14 1455 -16.63

1456 1456 -27.59 1456 -27.59 1456 -44.36 1456 -39.14 1456 -16.63

1457 1457 -27.59 1457 -27.59 1457 -44.36 1457 -39.14 1457 -16.63

1458 1458 -27.59 1458 -27.59 1458 -44.36 1458 -39.14 1458 -16.63

1459 1459 -27.59 1459 -27.59 1459 -44.36 1459 -39.14 1459 -16.63

1460 1460 -27.59 1460 -27.59 1460 -44.36 1460 -39.14 1460 -16.63

1461 1461 -27.59 1461 -27.59 1461 -44.36 1461 -39.14 1461 -16.63

1462 1462 -27.59 1462 -27.59 1462 -44.36 1462 -39.14 1462 -16.63

1463 1463 -27.59 1463 -27.59 1463 -44.36 1463 -39.14 1463 -16.63

1464 1464 -27.59 1464 -27.59 1464 -44.36 1464 -39.14 1464 -16.63

1465 1465 -27.59 1465 -27.59 1465 -44.36 1465 -39.14 1465 -16.63

1466 1466 -27.59 1466 -27.59 1466 -44.36 1466 -39.14 1466 -16.63

1467 1467 -27.59 1467 -27.59 1467 -44.36 1467 -39.14 1467 -16.63

1468 1468 -27.59 1468 -27.59 1468 -44.36 1468 -39.14 1468 -16.63

1469 1469 -27.59 1469 -27.59 1469 -44.36 1469 -39.14 1469 -16.63

1470 1470 -27.59 1470 -27.59 1470 -44.36 1470 -39.14 1470 -16.63

1471 1471 -27.59 1471 -27.59 1471 -44.36 1471 -39.14 1471 -16.63

1472 1472 -27.59 1472 -27.59 1472 -44.36 1472 -39.14 1472 -16.63

1473 1473 -27.59 1473 -27.59 1473 -44.36 1473 -39.14 1473 -16.63

1474 1474 -27.59 1474 -27.59 1474 -44.36 1474 -39.14 1474 -16.63

1475 1475 -27.59 1475 -27.59 1475 -44.36 1475 -39.14 1475 -16.63

1476 1476 -27.59 1476 -27.59 1476 -44.36 1476 -39.14 1476 -16.63

1477 1477 -27.59 1477 -27.59 1477 -44.36 1477 -39.14 1477 -16.63

1478 1478 -27.59 1478 -27.59 1478 -44.36 1478 -39.14 1478 -16.63

1479 1479 -27.59 1479 -27.59 1479 -44.36 1479 -39.14 1479 -16.63

1480 1480 -27.59 1480 -27.59 1480 -44.36 1480 -39.14 1480 -16.63

1481 1481 -27.59 1481 -27.59 1481 -44.36 1481 -39.14 1481 -16.63

1482 1482 -27.59 1482 -27.59 1482 -44.36 1482 -39.14 1482 -16.63



Sl.N

o



/Lime/Surki per Cum



cum


PCC Slabs/Shabad

Slabs/CC & Laterite

Blocks/Wood per cum


G.I Sheets /Packed

materials per MT

1483 1483 -27.59 1483 -27.59 1483 -44.36 1483 -39.14 1483 -16.63

1484 1484 -27.59 1484 -27.59 1484 -44.36 1484 -39.14 1484 -16.63

1485 1485 -27.59 1485 -27.59 1485 -44.36 1485 -39.14 1485 -16.63

1486 1486 -27.59 1486 -27.59 1486 -44.36 1486 -39.14 1486 -16.63

1487 1487 -27.59 1487 -27.59 1487 -44.36 1487 -39.14 1487 -16.63

1488 1488 -27.59 1488 -27.59 1488 -44.36 1488 -39.14 1488 -16.63

1489 1489 -27.59 1489 -27.59 1489 -44.36 1489 -39.14 1489 -16.63

1490 1490 -27.59 1490 -27.59 1490 -44.36 1490 -39.14 1490 -16.63

1491 1491 -27.59 1491 -27.59 1491 -44.36 1491 -39.14 1491 -16.63

1492 1492 -27.59 1492 -27.59 1492 -44.36 1492 -39.14 1492 -16.63

1493 1493 -27.59 1493 -27.59 1493 -44.36 1493 -39.14 1493 -16.63

1494 1494 -27.59 1494 -27.59 1494 -44.36 1494 -39.14 1494 -16.63

1495 1495 -27.59 1495 -27.59 1495 -44.36 1495 -39.14 1495 -16.63

1496 1496 -27.59 1496 -27.59 1496 -44.36 1496 -39.14 1496 -16.63

1497 1497 -27.59 1497 -27.59 1497 -44.36 1497 -39.14 1497 -16.63

1498 1498 -27.59 1498 -27.59 1498 -44.36 1498 -39.14 1498 -16.63

1499 1499 -27.59 1499 -27.59 1499 -44.36 1499 -39.14 1499 -16.63

1500 1500 -27.59 1500 -27.59 1500 -44.36 1500 -39.14 1500 -16.63

GOVERNMENT OF TELANGANA

TRIBAL WELFARE ENGINEERING DEPARTMENT

DETAILED CUM ABSTRACT ESTIMATE

Name of the District : Khammam

Name of the Division : Bhadrachalam

Name of the Sub Division: Sudimalla

Name of the Mandal : Kamepally

Estimate Cost : 19.00 Lakhs

Grant :

NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL TO AHS (G) AT KAMEPALLY (V&M) IN KHAMMAM(Dist.)

GENERAL ABSTRACT

Description of item Amount

1) Dormitory Halls 2 No.s - Second Floor 1234326.00

2) Kitchen Shed 100000.00

3) Electrification 84877.00

4) Compound Wall 460154.00

Sub Total : ###

5) Add VAT @ 5% 93968.00

6) LS Amount for Unfore seen Items 575.00

Total : ###

Assistant Engineer Deputy Exe. EngineerTW- Manuguru TWSD-Palvancha

Executive Engineer,

T. W. Division, Bhadrachalam.

NAME OF THE WORK : CONSTRUCTION OF COMPOUND WALL TO AHS (G) AT KAMEPALLY (V&M) IN

KHAMMAM(Dist.)

Sl. No.

DETAILED ABSTRACT ESTIMATE

GROUND FLOOR

Description of Item No.sMeasurements

Qty. Rate AmountL B D

1 2 3 4 5 6 7 8 9

1)

Main Columns 1 X 12 1.80 1.80 2.00 77.76

Varandah Colums 1 X 6 1.65 1.65 2.00 32.67

Steps 1 X 1 1.83 0.90 0.45 0.74

Long walls under Plinth Beam C/C 18.3 1 x 3 18.75 0.45 0.30 7.59

Cross walls C/C 6.68 1 x 4 6.23 0.45 0.30 3.36

122.12 Cum 247.70 /Cum 30249.00

2)

Main Columns 1 X 12 1.80 1.80 0.10 3.89

Varandah Colums 1 X 6 1.65 1.65 0.10 1.63

Steps 1 X 1 1.83 0.90 0.10 0.16

Long walls under Plinth Beam C/C 18.3 1 x 3 18.75 0.45 0.10 2.53

Cross walls C/C 6.68 1 x 4 6.23 0.45 0.10 1.12

Hall Flooring 1 X 1 10.94 4.26 0.10 4.66

MMS Room 1 X 1 3.65 5.00 0.10 1.83

Stair case room 1 X 1 3.05 6.46 0.10 1.97

Varendah 1 X 1 10.95 1.86 0.10 2.04

19.83 Cum 3268.95 /Cum 64823.00

3)

Earth work Qty. 122.12

Deduct footings Qty. -18.34

Deduct Pedastals Qty. -3.89

Deduct Columns Qty. Upto GL -1.45

Deduct PCC (1:5:10) Qty. -5.68

92.76 Cum 20.05 /Cum 1860.00

NAME OF THE WORK :- CONSTRUCTION OF BNRGSK (MANDALA SAMAKHYA) BUILDING AT LAXMIDEVIPALLY(V) PALVANCHA (M) IN KHAMMAM DISTRICT

Sl. No.

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work for Foundation of Building.(APSS No. 308).

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Flooring Bed (APSS No. 402).

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)



1 2 3 4 5 6 7 8 9

Sl. No.

4)

Hall Basement 1 1 3.66 9.07 0.90 59.75Back side hall 1 1 4.27 10.98 0.90 42.19Varandah Inside basement 1 1 ### 1.60 0.85 30.27 " " 1 1 7.78 1.60 0.85 10.58Toilet block area 1 2 3.66 4.27 0.85 26.56

169.35 Cum 246.25 /Cum 41702.00

5)

A) Footings

Col. Footings FT1 (Main) 1 X 12 1.80 1.80 0.35 13.61

Col. Footings FT2 (Verandah) 1 X 6 1.50 1.50 0.35 4.73

18.34 Cum 7671.25 /Cum 140691.00

B) Peadastals

1 x 18 0.60 0.60 0.60 3.89

3.89 Cum 7671.25 /Cum 29841.00

C) Columns

Up to Ground Level

Main Columns 1 X 12 0.23 0.35 1.00 0.97

Verandah Columns 1 X 6 0.23 0.35 1.00 0.48

Above Ground Level

Main Columns 1 X 12 0.23 0.35 3.60 3.48


6.67 Cum 9063.40 /Cum 60453.00

D) Plinth Beam

L/Walls 1 X 3 18.54 0.23 0.30 3.84

C/Walls 1 X 4 6.45 0.23 0.30 1.78

C/Walls 1 X 2 4.20 0.23 0.30 0.58

6.20 Cum 7671.25 /Cum 47562.00

E) Floor Roof Beams

L/Walls 1 X 3 18.54 0.23 0.35 4.48

C/Walls 1 X 4 6.45 0.23 0.35 2.08

C/Walls 1 X 2 4.20 0.23 0.35 0.68

Mid Landing 1 x 1 2.44 0.23 0.35 0.20

7.44 Cum 9204.95 /Cum 68485.00

F) Roof Slab 125mm thick GF

1 X 1 15.74 7.00 - 110.18

110.18 Sqm 1077.35 /Sqm 118702.00

G) Roof Slab 180mm thick Waist Slab

Ist flight 1 X 1 3.70 1.20 - 4.44

2nd Flight 1 X 1 3.70 1.20 - 4.44

Mid Landing 1 X 1 2.44 1.50 - 3.66

12.54 Sqm 1476.05 /Sqm 18510.00

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc.



1 2 3 4 5 6 7 8 9

Sl. No.

H) Sun Shades 0.60 Mts Wide

Fornt Verandah 1 X 1 10.95 0.60 - 6.57

Over Windows W1 1 X 9 1.80 0.60 - 9.72

16.29 Sqm 752.75 /Sqm 12262.00

I) Lintels

Doors 1 X 4 1.50 0.23 0.10 0.14

Windows 1 X 9 1.80 0.23 0.15 0.56

Toilets Doors 1 X 4 1.00 0.23 0.10 0.09

0.79 Cum 8865.35 /Cum 7004.00

6)

Doors 8 X 6 0.23 0.23 0.15 0.38

Windows 9 X 4 0.23 0.23 0.15 0.29

0.67 Cum 5356.40 /Cum 3589.00

7)

Footings FT1 18.34 X 70 Kgs 1283.80

Plinth Beam 3.89 X 100 Kgs 389.00

Columns GF 6.67 X 120 Kgs 800.40

Roof Beams 7.44 X 120 Kgs 892.80

Lintels 0.79 X 70 Kgs 55.30

Sunshades 16.29 X 8 Kgs 130.32

125 mm Thick Slab 110.18 X 60 Kgs/ 10Sqm 661.08


### Kg

Or Say 5.25 M.T. ### /M.T. 237382.00

Plain Cement Concrete M15 grade nominal mix (1:2.5:5) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors



1 2 3 4 5 6 7 8 9

Sl. No.

8)

Long walls 1 X 2 18.54 0.23 3.60 30.70

Cross walls 1 X 4 6.45 0.23 3.60 21.36

Verandah above Bressumere 1 X 1 10.95 0.23 1.60 4.03

Deductions

Doors 1 X 4 1.20 0.23 -2.10 -2.32

Windows 1 X 9 1.50 0.23 -1.35 -4.19

Deduct Bed Bocks Qty -0.67

Deduct Lintels Qty -0.79

48.12 Cum 4754.45 /Cum 228784.00

9)

Long walls 1 X 2 3.65 - 2.40 17.52

Cross walls 1 X 2 1.20 - 2.40 5.76

Hand Railing 1 X 2 3.70 - 0.90 6.66

29.94 Sqm 6679.15 /10 Sqm 19997.00

10)

Hall 1 X 1 10.95 4.25 - 46.54

MMS Room 1 X 1 3.65 6.65 - 24.27

Verandah 1 X 1 10.95 1.80 - 19.71

90.52 Sqm 1424.60 /10 Sqm 12895.00

11)

Hall 1 X 2 (10.94+4.25) 3.00 91.14

MMS Room 1 X 2 (3.65+5.00) 3.00 51.90

Stair case room 1 X 2 4.25 3.00 25.50

1 X 1 2.40 3.00 7.20

Verandah Entablature wall 1 X 1 13.00 3.00 39.00

Verandah C/W 1 X 2 1.80 3.00 10.80

WC 4 X 2 (1.20+1.20) 3.00 57.60

Deductins

Doors 1 X 4 1.20 - -2.10 -10.08

Windows 1 X 9 1.50 - -1.35 -18.23

Toilets Doors 1 X 4 0.75 - -2.10 -6.30

248.53 Sqm 1222.50 /10 Sqm 30383.00

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). for panel walls in super structure

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd class bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges.

Ceiling Plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)



1 2 3 4 5 6 7 8 9

Sl. No.

12)

L/walls 1 X 1 18.55 - 3.35 62.14

L/walls 1 X 1 18.55 - 1.35 25.04

C/Walls 1 X 2 6.95 - 3.35 46.57

133.75 Sqm 3150.80 /10 Sqm 42142.00

13)

Hall 1 X 1 10.95 4.25 - 46.54

Staicase room 1 X 1 2.40 4.25 - 10.20

MMS Room 1 X 1 3.65 6.45 - 23.54

Verandah 1 X 1 13.00 1.80 - 23.40

Steps 1 X 22 1.20 0.30 - 7.92

Landing 1 X 1 2.40 1.50 - 3.60

115.20 Sqm ### /10 Sqm 122642.00

14)

Hall 1 X 1 10.95 - 0.10 1.10

Staicase room 1 X 1 2.40 - 0.10 0.24

MMS Room 1 X 1 3.65 - 0.10 0.37

Verandah 1 X 1 13.00 - 0.10 1.30

Steps 1 X 22 1.20 - 0.15 3.96

Landing 1 X 1 2.4 - 0.1 0.24

7.21 Sqm ### /10 Sqm 7990.00

15)

In Toilets 1 X 4 1.20 1.20 - 5.76

5.76 Sqm 8024.80 /10 Sqm 4622.00

Plastering 20mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work to uneven surface of walls inside of the building (APSS 901,903 & 904)

Flooring and Treads with Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, .

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat grey cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors



1 2 3 4 5 6 7 8 9

Sl. No.

16)

L/walls 1 X 1 18.55 - 3.35 62.14

L/walls 1 X 1 18.55 - 1.35 25.04

C/Walls 1 X 2 6.95 - 3.35 46.57

133.75 Sqm 1314.90 /10 Sqm 17587.00

16)

Hall 1 X 2 (10.94+4.25) 3.00 91.14

MMS Room 1 X 2 (3.65+5.00) 3.00 51.90

Stair case room 1 X 2 4.25 3.00 25.50

1 X 1 2.40 3.00 7.20


Verandah C/W 1 X 2 1.80 3.00 10.80

WC 4 X 2 (1.20+1.20) 3.00 57.60

Deductins

Doors 1 X 4 1.20 - -2.10 -10.08

Windows 1 X 9 1.50 - -1.35 -18.23

Toilets Doors 1 X 4 0.75 - -2.10 -6.30

248.53 Sqm 1077.90 /10 Sqm 26789.00

18)

Door D1 1 X 4 2.25 1.20 2.10 22.68

D2 1 X 4 2.25 0.75 2.10 14.18

W1 1 X 9 2.75 1.50 1.35 50.12

86.98 Sqm 974.55 /10 Sqm 8477.00

19)

Hall & MMS Room 1 X 4 - - - 4.00

4.00 No.s 7699.00 Each 30796.00

Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)

Painting to new Iron work with two coats of ready mixed syinthetic eanmel paint first quality all shades over a base coat of wood primer making three coats in all to give an even shade after throughly brushing the surface to remove all remains of loose powdered materials, including C/C of all materials, site and other taxes all operational incidental and labour charges etc., complete for finished item of work. ( APSS NO. 1201,1207 & 1212)

Supply and fixing of Mild Steel Door of size 1.22m x 2.13 m (double leaf shutter) with door frame of Mild Steel Square hollow section of size 80mm x 80mm x 4mm (TATA make or equivalent), Hold Fast - 6 Nos. of MS equal angle of ISA 2525 of size 25mm x 25mm x 4mm,Labour charges including welding charges etc., complete for finished item of work.etc., complete for finished item of work.



1 2 3 4 5 6 7 8 9

Sl. No.

20)

Hall & MMS Room 1 X 4 - - - 4.00

4.00 No.s 7949.00 Each 31796.00

21)

Toilets Doors 1 X 4 - - - 4.00

4.00 No.s 4061.00 Each 16244.00

Total: ###

Asst.Engineer Deputy Exe. Engineer Executive Engineer

TW Section- Palvancha TWSD - Palvancha Tribal Welfare, Bhadhrachalam

Supply and fixing of M.S. WINDOW of size 1.50 M x 1.37 M with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars of size 40mmx 40mmx 6mm, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.


DETAILED ABSTRACT ESTIMATE

FIRST FLOOR



1 2 3 4 5 6 7 8 9

1)

A) Columns

Main Columns 1 X 12 0.23 0.35 3.00 2.90


4.35 Cum ### /Cum 47172.00

B) Roof Beams

L/Walls 1 X 3 18.54 0.23 0.35 4.48

C/Walls 1 X 4 6.45 0.23 0.35 2.08

C/Walls 1 X 2 4.20 0.23 0.35 0.68

Mid Landing 1 x 1 2.44 0.23 0.35 0.20

7.44 Cum 9608.60 /Cum 71488.00

C) Roof Slab 125mm thick GF

1 X 1 18.74 7.60 - 142.42

142.42 Sqm 1124.85 /Sqm 160201.00

D) Roof Slab 180mm thick Waist Slab

Ist flight 1 X 1 3.70 1.20 - 4.44

2nd Flight 1 X 1 3.70 1.20 - 4.44

Mid Landing 1 X 1 2.44 1.50 - 3.66

12.54 Sqm 1529.05 /Sqm 19174.00

E) Sun Shades 0.60 Mts Wide

Fornt Verandah 1 X 1 10.95 0.60 - 6.57

Over Windows W1 1 X 9 1.80 0.60 - 9.72

16.29 Sqm 797.95 /Sqm 12999.00

F) Lintels

Doors 1 X 4 1.50 0.23 0.10 0.14

Windows 1 X 9 1.80 0.23 0.15 0.56

Toilets Doors 1 X 4 1.00 0.23 0.10 0.09

0.79 Cum ### /Cum 8311.00

2)

Doors 6 X 6 0.23 0.23 0.15 0.29

Windows 9 X 4 0.23 0.23 0.15 0.29

0.58 Cum 5471.95 /Cum 3174.00

NAME OF THE WORK :- CONSTRUCTION OF BNRGSK (MANDALA SAMAKHYA) BUILDING AT LAXMIDEVIPALLY(V) PALVANCHA (M) IN KHAMMAM DISTRICT

Sl. No.

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete.




1 2 3 4 5 6 7 8 9

Sl. No.

3)

Columns GF 4.35 X 120 Kgs 522.00

Roof Beams 7.44 X 120 Kgs 892.80

Lintels 0.79 X 70 Kgs 55.30

Sunshades 16.29 X 8 Kgs 130.32

125 mm Thick Slab ### X 60 Kgs/ 10Sqm 854.52


### Kg

Or Say 3.00 M.T. ### /M.T. 135647.00

4)

Long walls 1 X 2 18.54 0.23 3.00 25.59

Cross walls 1 X 4 6.45 0.23 3.00 17.80

Verandah above Bressumere 1 X 1 10.95 0.23 1.00 2.52

Deductions

Doors 1 X 4 1.20 0.23 -2.10 -2.32

Windows 1 X 9 1.50 0.23 -1.35 -4.19

Deduct Bed Bocks Qty -0.58

Deduct Lintels Qty -0.79

38.03 Cum 5690.20 /Cum 216398.00

5)

Long walls 1 X 2 3.65 - 2.40 17.52

Cross walls 1 X 2 1.20 - 2.40 5.76

Hand Railing 1 X 2 3.70 - 0.90 6.66

29.94 Sqm 7268.30 /10 Sqm 21761.00

6)

Hall 1 X 1 10.95 4.25 - 46.54

MMS Room 1 X 1 3.65 6.65 - 24.27

Verandah 1 X 1 10.95 1.80 - 19.71

90.52 Sqm 1766.35 /10 Sqm 15989.00

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). for panel walls in super structure

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd class bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges.

Ceiling Plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)



1 2 3 4 5 6 7 8 9

Sl. No.

7)

Hall 1 X 2 (10.94+4.25) 3.00 91.14

MMS Room 1 X 2 (3.65+5.00) 3.00 51.90

Stair case room 1 X 2 4.25 3.00 25.50

1 X 1 2.40 3.00 7.20


Verandah C/W 1 X 2 1.80 3.00 10.80

WC 4 X 2 (1.20+1.20) 3.00 57.60

Deductins

Doors 1 X 4 1.20 - -2.10 -10.08

Windows 1 X 9 1.50 - -1.35 -18.23

Toilets Doors 1 X 4 0.75 - -2.10 -6.30

248.53 Sqm 1493.85 /10 Sqm 37127.00

8)

L/walls 1 X 1 18.55 - 3.35 62.14

L/walls 1 X 1 18.55 - 1.35 25.04

C/Walls 1 X 2 6.95 - 3.35 46.57

133.75 Sqm 3851.40 /10 Sqm 51512.00

9)

Hall 1 X 1 10.95 4.25 - 46.54

Staicase room 1 X 1 2.40 4.25 - 10.20

MMS Room 1 X 1 3.65 6.45 - 23.54

Verandah 1 X 1 13.00 1.80 - 23.40

Steps 1 X 22 1.20 0.30 - 7.92

Landing 1 X 1 2.40 1.50 - 3.60

115.20 Sqm ### /10 Sqm 125208.00

10)

Hall 1 X 1 10.95 - 0.10 1.10

Staicase room 1 X 1 2.40 - 0.10 0.24

MMS Room 1 X 1 3.65 - 0.10 0.37

Verandah 1 X 1 13.00 - 0.10 1.30

Steps 1 X 22 1.20 - 0.15 3.96

Landing 1 X 1 2.4 - 0.1 0.24

7.21 Sqm ### /10 Sqm 8169.00

Plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Plastering 20mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work to uneven surface of walls inside of the building (APSS 901,903 & 904)





1 2 3 4 5 6 7 8 9

Sl. No.

11)

In Toilets 1 X 2 1.20 1.20 - 2.88

2.88 Sqm 9372.35 /10 Sqm 2699.00

12)

L/walls 1 X 1 18.55 - 3.35 62.14

L/walls 1 X 1 18.55 - 1.35 25.04

C/Walls 1 X 2 6.95 - 3.35 46.57

133.75 Sqm 1314.90 /10 Sqm 17587.00

13)

Hall 1 X 2 (10.94+4.25) 3.00 91.14

MMS Room 1 X 2 (3.65+5.00) 3.00 51.90

Stair case room 1 X 2 4.25 3.00 25.50

1 X 1 2.40 3.00 7.20


Verandah C/W 1 X 2 1.80 3.00 10.80

WC 4 X 2 (1.20+1.20) 3.00 57.60

Deductins

Doors 1 X 4 1.20 - -2.10 -10.08

Windows 1 X 9 1.50 - -1.35 -18.23

Toilets Doors 1 X 2 0.75 - -2.10 -3.15

251.68 Sqm 1077.90 /10 Sqm 27129.00

14)

Door D1 1 X 4 2.25 1.20 2.10 22.68

D2 1 X 2 2.25 0.75 2.10 7.09

W1 1 X 9 2.75 1.50 1.35 50.12

79.89 Sqm 974.55 /10 Sqm 7786.00

Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat grey cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors

Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)


Painting to new Iron work with two coats of ready mixed syinthetic eanmel paint first quality all shades over a base coat of wood primer making three coats in all to give an even shade after throughly brushing the surface to remove all remains of loose powdered materials, including C/C of all materials, site and other taxes all operational incidental and labour charges etc., complete for finished item of work. ( APSS NO. 1201,1207 & 1212)



1 2 3 4 5 6 7 8 9

Sl. No.

15)

Hall & MMS Room 1 X 4 - - - 4.00

4.00 No.s 7699.00 Each 30796.00

16)

Hall & MMS Room 1 X 4 - - - 4.00

4.00 No.s 7949.00 Each 31796.00


Supply and fixing of M.S. WINDOW of size 1.50 M x 1.37 M with outer angular frame of rolled steel equal angle ISA 4040 of size 40mm x40mm x 6mm and inner shutter angular frame of rolled steel equal angle ISA 2525 of size 25mm x25mm x4mm and rolled steel Tee Bars of size 40mmx 40mmx 6mm, sales and other taxes ,cost and conveyance of all materials to site, all labour cahrges etc.,complete for finished item of work.



1 2 3 4 5 6 7 8 9

Sl. No.

17)

Toilets Doors 1 X 2 - - - 4.00

4.00 No.s 4061.00 Each 16244.00

18)

1 X 1 18.74 7.60 - 142.42

142.42 Sqm 4114.55 /Sqm 58599.00

Total: 1126966.00

Asst.Engineer Deputy Exe. Engineer Executive Engineer

TW Section- Palvancha TWSD - Palvancha Tribal Welfare, Bhadhrachalam


Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Dormitory GF


GROUND FLOOR

Description of item Measurements

QTY Unit RateNos. L B D

1 2 3 4 5 6 7 8 9 10

1)

F1 25 to 30 1 x 9 1.55 1.55 2.40 51.89

F2 11 to 13 1 x 3 1.85 1.85 2.40 24.64

F3 1, 15 1 x 2 1.85 1.85 2.40 16.43

F4 5,6 1 x 2 2.25 2.25 2.40 24.30

F5 2,4,16,18 1 x 4 2.25 2.25 2.40 48.60

F6 3,17 1 x 2 2.40 2.40 2.40 27.65

F7 19,20 1 x 2 2.50 2.50 2.40 30.00

223.51 Cum

C1-2 1 x 1 1.11 0.60 0.25 0.17

C2-3 1 x 1 0.84 0.60 0.25 0.13

C2-4 1 x 1 0.84 0.60 0.20 0.10

C4-5 1 x 1 0.92 0.60 0.20 0.11

C5-6 1 x 1 0.42 0.60 0.20 0.05

C1-11 1 x 1 1.32 0.60 0.20 0.16

C11-15 1 x 1 1.32 0.60 0.15 0.12

C15-25 1 x 1 1.04 0.60 0.25 0.16

C25-34 1 x 5 1.610 0.60 0.15 0.72

1.72 Cum

Entrance steps 1 x 1 3.00 0.75 0.30 0.68

1 x 1 1.75 0.75 0.30 0.39

1.07 Cum

226.30 Cum 247.70 1 Cum 56055.00

2)

Entrance side 1 x 1 3.00 0.75 0.15 0.34

stage side 1 x 1 1.75 0.75 0.15 0.20

Entrance side 1 x 1 8.35 0.45 0.15 0.561.10 Cum 3268.95 1 Cum 3596.00


Sl.No

PerUnit

Amount

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308).

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work. (APSS No. 402) for flooring bed.

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

3)

F1 1 x 6 1.55 1.55 0.15 2.16F2 1 x 3 1.85 1.85 0.15 1.54F3 1 x 2 1.85 1.85 0.15 1.03F4 1 x 2 2.25 2.25 0.15 1.52F5 1 x 4 2.25 2.25 0.15 3.04F6 1 x 2 2.40 2.40 0.15 1.73F7 1 x 2 2.50 2.50 0.15 1.88

12.90 Cum

Hall 1 x 2 6.10 6.10 0.10 7.44Stircase 1 x 1 6.33 2.44 0.10 1.54Verandah 1 x 1 15.60 1.83 0.10 2.85

11.83 Cum

24.73 Cum 3932.55 1 Cum 97252.00

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

4)

F1 1 x 6 1.55 1.55 0.35 5.05

F2 1 x 3 1.85 1.85 0.40 4.11

F3 2 x 2 1.85 1.85 0.35 4.79

F4 1 x 2 2.25 2.25 0.40 4.05

F5 1 x 4 2.25 2.25 0.40 8.10

F6 1 x 2 2.40 2.40 0.35 4.03

F7 1 x 2 2.50 2.50 0.35 4.38

34.51 Cum

Qty Of Earth work 223.51

Deduct Gravel Filling -34.51

Deduct PCC -12.90

Deduct Footings -27.51

Deduct Pedestals -2.58

Deduct Columns upto gl -1.87

144.14 Cum

C1-3-17-15 1 x 1 6.10 6.10 1.30 48.37

C3-5-19-17 1 x 1 6.10 6.10 1.20 44.65

C5-6-30-29 1 x 1 8.16 2.44 1.05 20.91

Verandah C15-17-25-27 1 x 1 6.10 1.83 1.25 13.95

Verandah C17-19-29-27 1 x 1 6.10 1.83 1.20 13.40

Deduct Columns -1 x 4 0.23 0.22 1.00 -0.20

141.08 Cum

319.73 Cum 246.25 1 Cum 78734.00

5)

2 x 1 15.56 0.45 0.15 2.10

1 x 1 13.32 0.45 0.15 0.90

Left side 1 x 1 2.05 0.45 0.15 0.14

Right side 6 x 1 7.94 0.45 0.15 3.22

Deduct Columns -1 x 20 0.45 0.23 0.15 -0.31

6.05 Cum 5356.40 1 Cum 32406.00

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Foundation bed.

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

6)

A) For Columns footings: -

FT1 Type Flat 6 x 1 1.25 1.25 0.275 2.58

6 x 1 1.03

FT2 Type Flat 3 x 1 1.55 1.55 0.300 2.16

3 x 1 0.30

FT3 Type Flat 2 x 1 1.55 1.55 0.300 1.44

2 x 1 0.61

FT4 Type Flat 2 x 1 1.95 1.95 0.300 2.28

2 x 1 0.60

FT5 Type Flat 4 x 1 1.95 1.95 0.300 4.56

4 x 1 2.46

FT6 Type Flat 2 x 1 2.10 2.10 0.325 2.87

2 x 1 2.39

FT7 Type Flat 2 x 1 2.20 2.20 0.325 3.15

2 x 1 1.08

27.51 Cum 7671.25 1 Cum ###

B) For Pedestals: -

F1 6 x 1 0.45 0.38 0.60 0.62

F2 3 x 1 0.53 0.38 0.60 0.36

F3 2 x 1 0.60 0.38 0.60 0.27

F4 2 x 1 0.53 0.38 0.60 0.24

F5 4 x 1 0.60 0.38 0.60 0.55

F6 2 x 1 0.60 0.38 0.60 0.27

F7 1 x 2 0.60 0.38 0.60 0.27

2.58 Cum 9148.90 1 Cum 23604.00

C) For Columns : -

Columns upto Ground Level

C11,C14 1 x 1 0.38 0.23 0.60 0.05

C12,C13 1 x 2 0.38 0.23 0.55 0.10

C26,C27,C28,C29,C30,C25 1 x 6 0.30 0.23 0.70 0.29

C1,C15 1 x 2 0.45 0.23 0.60 0.12

C2,C6 1 x 2 0.45 0.23 0.60 0.12

C7,C9 1 x 2 0.45 0.23 0.63 0.13

C19,C20 1 x 2 0.45 0.23 0.67 0.14

C3 1 x 1 0.45 0.23 0.61 0.06

1.01 Cum

C5,C6 1 x 2 0.45 0.23 1.20 0.25

C15 1 x 1 0.45 0.23 2.15 0.22

C11 1 x 1 0.38 0.23 2.15 0.19

Verandah Columns 1 x 6 0.30 0.23 2.15 0.89

VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., including hire charges and labour charges for centering and scaffolding with steel centering plates, foot plates complete but excluding cost of steel and its fabrication charges complete for finished item of work.

0.125/3(1.25*1.25+.55*.48+√1.25*1.25*.55*.48

0.125/3(1.55*1.55+.63*.48+√1.55*1.55*.63*.48

0.125/3(1.55*1.55+0.70*0.48+√1.55*1.55*0.70*0.48

0.125/3(1.95*1.95+0.63*0.48+√1.95*1.95*0.63*0.48

0.125/3(1.95*1.95+0.70*0.48+√1.95*1.95*0.70*0.48

0.125/3(2.1*2.1+0.70*0.48+√2.10*2.10*0.70*0.48

0.125/3(2.2*2.2+0.70*0.48+√2.20*2.20*0.70*0.48

Columns basement level to Roof Level

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

C1 1 x 1 0.45 0.23 2.94 0.30

C2,C3,C4,C16,C17 1 x 5 0.45 0.23 2.79 1.44

C19,C20 1 x 2 0.45 0.23 2.94 0.61

C12,C13,C14 1 x 3 0.38 0.23 2.94 0.77

4.67 Cum

5.68 Cum 9063.40 1 Cum 51480.00

D) For Plinth Beam : -

GL Plinth Beam

Left Side Beam 2 x 1 8.61 0.23 0.30 1.19

Middle Beam 3 x 1 8.92 0.23 0.30 1.85

Middle Beam 2 x 1 15.86 0.23 0.30 2.19

Middle Beam 1 x 1 13.10 0.23 0.30 0.90

6.13 Cum 9564.25 1 Cum 58629.00

E) For Roof Beams : -

Verandah Beam Front 1 x 1 15.86 0.23 0.30 1.09

Right side Beam 1 x 1 2.58 0.23 0.30 0.18

Landing Beam 1 x 1 2.90 0.23 0.30 0.20

1.47 Cum

Side Beam 1 x 3 8.92 0.23 0.30 1.85

Middle Beam 1 x 5 6.78 0.23 0.45 3.51

Beam at stair case 1 x 2 3.47 0.23 0.30 0.48

Beam at stair case 1 x 2 3.31 0.23 0.30 0.46

Back and middle 2 x 4 2.94 0.23 0.30 1.62

B1 at stair case 1 x 1 2.44 0.23 0.30 0.17

8.09 Cum

9.56 Cum 9204.95 1 Cum 87999.00

F) For Waist Slab 180mm thick : -

1 St Flight 1 x 1 3.65 1.22 -- 4.45

Landing 1 x 1 2.90 1.53 -- 4.44

8.89 Sqm

2nd Flight 1 x 1 3.80 1.22 -- 4.64

4.64 Sqm

13.53 Sqm 1476.05 1 Sqm 19971.00

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

G) For Slab 115mm thick : -

1 x 1 12.89 8.62 -- 111.11

Stiar case Verandah 1 x 1 3.93 2.44 -- 9.59

120.70 Sqm 847.20 1 Sqm ###

H) For Lintels : -

At Door 1 x 2 1.65 0.23 0.15 0.11

At Window 1 x 10 2.13 0.23 0.15 0.73

0.85 Cum 8865.35 1 Cum 7524.00

I) For Sunshades 0.60m wide: -

Front side 1 x 1 15.86 0.60 -- 9.52

Left side 1 x 1 2.28 0.60 -- 1.37

10.89 Sqm

Back side 1 x 4 1.83 0.60 -- 4.39

4.39 Sqm

15.28 Sqm 752.75 1 Sqm 11502.00

7)

Rooms 1 x 1 12.42 6.10 -- 75.76

Verandah 1 x 1 12.65 1.83 23.15

Staircase room 1 x 1 3.41 2.44 8.32

T'Beams 2 x 2 6.10 0.45 10.98

118.21 Sqm 1424.60 1 Sqm ###

8)

10.00

10.00 MT 60915.30 1 MT ###

9)

At Basement level

Back side 1 x 8 2.94 0.30 0.70 4.94

Left side 1 x 2 2.86 0.30 0.70 1.20

1 x 1 1.83 0.30 0.70 0.38

Right side 1 x 2 2.86 0.30 0.70 1.20

1 x 1 1.83 0.30 0.70 0.38

Front side 1 x 7 2.94 0.30 0.70 4.32

Staircase front and back 1 x 2 2.44 0.30 0.70 1.02

13.44 Cum

Front 1 x 7 2.94 0.23 0.75 3.55

1 x 1 2.44 0.23 0.75 0.42

Existing Building side 1 x 1 1.12 0.23 0.75 0.19

Left side and Right side 1 x 2 1.83 0.23 0.75 0.63

Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904) for Ground floor

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Brick Masonry in superstructure with CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm, for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust with a compresive strength not lessthan 50 kg/sqm including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., for Superstructure Walls

Above Verandah beam to Roof Level

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

4.79 Cum

Base ment level to Lintel Level

Back and Middle 4 x 2 2.94 0.23 2.18 11.79

Left side and Right side 1 x 1 5.50 0.23 2.94 3.72

Staircase side 1 x 2 5.50 0.23 2.94 7.44

Stir case Back side 1 x 1 2.44 0.23 2.94 1.65

Doors -1 x 2 1.05 0.23 2.13 -1.03

Windows -1 x 6 1.53 0.23 1.37 -2.89

Slab and staircase landing beam -1 x 1 2.44 0.23 0.49 -0.27

20.41 Cum

Lintel Level to Roof Level

Back and Middle 2 x 4 2.94 0.23 0.76 4.11

Deduct Lintels -1 x 4 1.65 0.23 0.15 -0.23

Windows -1 x 6 2.13 0.23 0.15 -0.44

Ventilators -1 x 4 1.05 0.23 0.45 -0.43

3.01 Cum

Dwarf wall

1 x 4 2.94 0.23 0.90 2.43

1 x 1 2.44 0.23 0.90 0.51

1 x 1 1.80 0.23 0.90 0.37

3.31 Cum

For Shelves

2 x 8 0.45 0.23 0.75 1.24

1 x 3 0.45 0.23 0.75 0.23

1 x 4 0.48 0.23 0.75 0.33

1 x 1 12.40 0.45 0.10 0.56

1 x 1 9.10 0.45 0.10 0.41

2.77 Cum

Stage entrance 1st step 1 x 1 2.90 0.60 0.30 0.52

2nd step 1 x 1 2.90 0.30 0.15 0.13

Stage 1st step 1 x 1 1.75 0.60 0.30 0.32

1 x 1 1.75 0.30 0.15 0.08

For Ramp 1 x 2 3.50 0.23 0.28 0.44

1.49 Cum

49.22 Cum 4754.45 1 Cum ###

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

10)

For Shelves 1 x 2 3.65 0.90 6.57

Left side 1 x 1 0.10 0.90 0.09

6.66 Sqm 6679.15 1 Sqm 44483.00

11)

Ground Floor 2 x 2 12.40 0.45 22.32

2 x 2 9.10 0.50 18.20

40.52 Sqm 663.00 1 Sqm 26865.00

12)

Room No.1 1 x 2 2.44 1.22 2.00

Carridor 1 x 1 2.44 1.22 1.003.00 Each 2539.50 1 Each 7619.00

13)

Staircase entrance 1st step 1 x 2 0.60 0.30 0.36

1 x 2 0.30 0.15 0.09

1 x 2 2.90 0.15 0.87

1 x 2 2.90 0.30 1.74

Stage side 1 x 2 1.75 0.30 1.05

1 x 2 1.75 0.15 0.53

1 x 2 0.60 0.30 0.36

1 x 2 0.30 0.15 0.09

1 x 2 3.50 0.15 1.05

6.14 Sqm 1222.50 10 Sqm 751.00

14)

Reinforced Brick Masonary partition walls 7 cm in CM(1:4) usingan 50.00kg/cm2 from approved source and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges.

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Shelves of 25mm thick

Making Green Chalk Board of size 3.00 x 1.20 Mts including border with plastering in CM(1:2) 12mm thick as base coat and 3mm top coat with cement green oxide powder (1:1) and making border in CM (1:2) of 50 x 20mm thick allround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Enginer-in-Charge including cost, conveyance of all materials, sales and other taxes on cost of all materials and all operational, incidental and labour charges etc. complete for finished item of work (APSS No: 1603).

Plastering with CM(1:5) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) for Ground floor.

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904).

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

Carridor wall 1 x 1 12.66 3.10 39.25

at staircase wall 1 x 2 6.65 3.35 44.56

Backside 1 x 1 12.66 3.35 42.41

1 x 1 2.81 3.35 9.41

1 x 1 6.51 3.35 21.81

Verandah dwarf wall 1 x 2 2.00 1.00 4.00

1 x 1 15.17 1.00 15.17

Carridor pillars allround 1 x 9 1.20 1.23 13.28

Staircase railing 2 x 2 3.65 0.90 13.14

Staircase railing 2 x 2 3.65 0.10 1.46

2 x 2 0.10 0.90 0.36

pillar sides 2 x 10 0.23 3.35 15.41

Basement 1 x 1 15.47 0.67 10.36

Basement 1 x 2 6.51 0.90 11.72

242.34 Sqm 3150.80 10 Sqm 76356.00

15)

Room l/s and R/s Long wall 2 x 2 12.40 3.10 153.76

Cross walls 2 x 2 6.05 3.10 75.02

Front R/s 1 x 1 11.00 0.90 9.90

Front L/s 1 x 1 8.78 0.90 7.90

1 x 1 1.80 0.90 1.62

Deduction Door -1 x 1 1.05 2.13 -2.24

Deduction Windows -1 x 12 1.53 1.37 -25.15

Deduction Ventilators -1 x 8 0.91 0.38 -2.77

pillar sides 6 x 2 0.23 3.10 8.56

Shelves 4 x 9 0.45 0.70 11.34

4 x 3 0.45 0.75 4.05

4 x 4 0.48 0.75 5.76

inside verandah wall 1 x 1 27.67 1.15 31.82

Shelves 1 x 2 1.83 1.15 4.21

staircase 1 x 1 2.35 1.00 2.35286.13 Sqm 3464.40 10 Sqm 99127.00

16)

(1.06 x 2.13 M) 1 x 2 2.00

2.00 No 6745.00 1 No 13490.00

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904).

Supply and fixing of MILD Steel Door of size 1.06m x2.13 m (Double leaf shutter) with door frame of Mild Steel square hollow section of 80mmx80mmx4mm (TATA make or equivalent). Hold fast - 6 Nos of MS equal angle of ISA 2525 of size 25mm x25mmx4mm, Door frame embedded in the flooring to a depth of 50mm connecting the bottom of two vertical of door frame with MS Flat 25mm wise - 4mm (TATA make or equivalent) with styles and planks of MS sheet 1.25 mm thick, Towe Bolts - 2 Nos of MS 12mm round bars including hardware fixtures 1) MSPC Butt Ginges IS: 205 150mm long - 3 Nos. 2) MSPC Aldrops IS : 2681 300mm long - 2 Nos, 3) MSPC Door handles IS: 208 125mm long - 2 Nos including cost and conveyance of all materials to site, Fabrication charges of MS Door frame and shutter including welding of hard ware fixtures to Door frame and shutters, labour charges for fixing of door in position, Red oxide paint of Grade - I wuality to MS Door Rame and shutters, Sales and other taxes, operational and incidental charges. Labour charges including welding charges etc comple for finished item of work.

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

17)

(1.53 x 1.37 M) 1 x 6 6.00

6.00 No 6155 1 No 36930.00

18)

(0.90 x 0.38 M) 1 x 4 4.00

4.00 No 1000 1 No 4000.00

19)

shelves top 2 x 1 12.40 0.48 11.90

2 x 1 9.10 0.48 8.73

staircase landing 1 x 1 0.56 1.08 0.60

1 x 1 2.40 1.23 2.95

Landing 2nd 1 x 1 0.85 1.10 0.93

Landing 2nd 1 x 1 1.73 2.40 4.15

29.26 Sqm 45081.75 10 Sqm ###

20)

Room1 1 x 1 12.40 6.10 75.64

Entrance staircase 1 x 1 8.38 2.35 19.69

Deduct staircase step -1 x 1 1.22 0.70 -0.85

Carridor 1 x 2 12.68 1.78 45.14

139.62 Sqm 8024.80 10 Sqm ###

Supply and fixing of Mild Steel Window of size 1.53m x 1.37 m (six leaf shutter) with window frame of Mild Steel Square hollow section of size 40mm x40mm x 3.20mm (TATA make or equivalent), Hold Fast - 4 Nos. of MS equal angle of ISA 2525 of size 25mm x 25mm x 4mm, Window Shutter :- Shutter frame of Mild Steel square hollow section of size 25mm x 25mm x 2.60mm (TATA make or equivalent), with styles and planks of MS sheet 1.25mm thick, including hardware fixtures 1) MS PC Butt Hinges IS : 205 100mm long - 8 Nos, 2) MSPC window handles IS : 208 125mm long - 4 Nos MSPC Tower Bolts IS : 204 100mm long - 8 Nos, Safety bars of 12mm square rods @ 100mm centre to centre welded horizontally to full width of windows including cost and conveyance of all materials to site, Fabrication charges of MS Window frame and shutter including welding of hardware fixtures to window frame and shutters, labour charges for fixing of window in position, Red oxide paint of Grade-I quality to MS Window Frame and shutters, Sales and other taxes, operational and incidental charges, labour charges including welding charges Subject to variation in the weight of window the rate will be adjusted based on the final approval of plan of window and its total weight by the Engineer incharge etc., complete for finished item of work.

Supply and fixing of M.S.Grill Ventilators of size 0.90x0.38 m with outer angular frame of rolled steel equal angle of ISA 2525 of size 25mm x 25mm x 4mm welded with safety bars of 10mm square rods at 100mm centre to centre horizontally and verticlally including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges, and fixing in position etc., complete for finished item of work.

Flooring with high polished granite stones 16 to 18mm thick other tan block and regular colour set over base coat of cement mortar (1:8) 12mm thick (joints of stone must be flushed) over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.30 Kgs per sqm. Jointed with neat cement to full depth mixed with pigment of matching shade, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges and labour charges for cutting, dressing and laying etc., complete for finished item of work.(APSS 701) for Ground floor.

Flooring with ceramic tiles 7.3mm thick, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

21)

Room1 and 2 long walls 1 x 2 12.40 0.10 2.48

Cross walls 1 x 2 5.68 0.10 1.13

Deduct door -1 x 2 1.05 0.10 -0.213.40 Sqm 7138.40 10 Sqm 2427.00

Providing Skirting to internal walls to 15 cm height with Ceramic tiles of 7.5mm thickness regular finish and normal colours of make Jhonson & Jhonson, Kajaria, Nitco, Marbonite set over base coat of cement mortar (1:5), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm & joined neatly with white cement paste to full depth mixed with pigment of matching shade, including cost and conveyance of all materials like cement, sand, water and tiles etc., to site including seigniorage charges, etc., complete for finished item of work.

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

22)

Ceiling Room 1 1 x 1 12.42 6.10 75.76

T'Beams 2 x 2 6.10 0.45 10.98

Verandah 2 x 1 12.65 1.83 46.29

T'Beams 2 x 2 1.83 0.23 1.68

Staircase room 1 x 1 3.41 2.44 8.32

Waist slab 1 x 1 3.65 1.22 4.45

2nd flight 1 x 1 3.70 1.22 4.51

Landing 1 x 1 2.90 1.30 3.77

Room long walls 2 x 2 12.42 3.00 149.04

Cross walls 2 x 2 6.10 3.00 73.20

Stair case side walls 2 x 1 6.30 2.00 25.20

Verandah walls 1 x 2 12.66 2.10 53.17

Side toilet block 1 x 1 2.35 1.20 2.82

Staircase bottom wall 1 x 1 2.35 1.20 2.82

Hand Railing 1 x 2 3.65 0.75 5.47

Verandah walls 1 x 2 3.65 0.90 6.57

Deduction:

Door -1 x 4 1.05 2.13 -8.94

Windows -1 x 12 1.53 1.37 -25.15

Ventilators -1 x 8 0.90 0.38 -2.73

Shelves bottom 2 x 1 12.40 0.45 11.16

Grill 2 x 1 9.10 0.45 8.19

Brick fins 4 x 9 0.45 0.60 9.72

Shelves room 1 4 x 3 0.45 0.60 3.24

Fins 4 x 4 0.48 0.60 4.60474.14 Sqm 1077.90 10 Sqm 51108.00

23)

Doors 2 x ### 1.05 2.13 10.06

Windows 6 x ### 1.53 1.37 34.58

Ventilators 1 x 4 0.90 0.38 1.3646.00 Sqm 974.55 10 Sqm 4483.00

24)

Long walls 1 x 1 12.87 3.35 43.11

Cross walls 1 x 1 2.44 3.35 8.17

Cross walls 2 x 1 6.65 3.35 44.55

Dwarf Long walls 2 x 1 2.00 1.00 4.00

Front 1 x 2 15.87 1.00 31.74

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of appropriate cement primer of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)

Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over red oxide primer Grade-I making three (3) coats in all to given and even shade after thourughly brushing the surface to remove all dirt and remains of loose powered materials, including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911).

Dormitory GF

GROUND FLOOR



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

Sunshades 1 x 4 1.83 0.60 4.39

Front side sunshade 1 x 1 15.87 0.60 9.52

Cross walls 1 x 1 2.28 0.60 1.36

Patti 2 x 8 0.60 0.08 0.76

Front patti 1 x 1 15.87 0.08 1.26

Cross walls 1 x 1 2.28 0.08 0.18

Top 1 x 1 0.60 0.08 0.04

Pillars 1 x 9 1.20 1.22 13.17

Circular columns 1 x 9 0.30 1.13 3.05

Front sunshade patti alround 2 x 9 0.08 1.13 1.62

Column projection sides 1 x 1 2.06 1.13 2.32169.24 Sqm 1314.90 10 Sqm 22253.00

###

Dormitory FF


First floor Floor



1 2 3 4 5 6 7 8 9 10

1)

Parapet wall 1 x 1 32.30 0.25 0.60 4.85

Varandah parapet wall 1 x 1 20.00 0.25 0.60 3.00

7.85 Cum 361.00 1 Cum 2834.00

2)

A) For Columns : -

7 x 1 0.23 0.23 3.30 1.22

1.22 Cum ### 1 Cum 13230.00

B) For Roof Beams : -

Verandah Bressure 1 x 1 20.00 0.23 0.35 1.61

2 x 1 4.50 0.23 0.35 0.72

2.33 Cum 9608.60 1 Cum 22388.00

C) For Waist Slab 185mm thick : -

1 St Flight 2 x 1 3.60 1.20 -- 8.64

Landing 1 x 2 3.00 1.80 -- 10.80

19.44 Sqm

2nd Flight 1 x 1 3.80 1.22 -- 4.64

4.64 Sqm

24.08 Sqm 1529.05 1 Sqm 36820.00

D) For Slab 125mm thick : -

1 x 1 32.30 7.55 -- 243.87

243.87 Sqm 1124.85 1 Sqm ###

E) For Lintels : -

At Door 4 x 1 1.20 0.35 0.15 0.25

At Window 17 x 1 1.20 0.35 0.15 1.07

1.32 Cum ### 1 Cum 13918.00

F) For Sunshades 0.60m wide: -

14 x 1 1.20 0.60 -- 10.08

10.08 Sqm 797.95 1 Sqm 8043.00


Sl.No

PerUnit

Amount

Dismantling old Brick masonary in cement mortor including cost and conveyance of all materials etc., complete.

VRCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., including hire charges and labour charges for centering and scaffolding with steel centering plates, foot plates complete but excluding cost of steel and its fabrication charges complete for finished item of work.

Dormitory FF

First floor Floor



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

3)

2 x 1 10.00 4.50 -- 90.00

End room 2 x 1 5.80 4.50 52.20

Sunshades 14 x 2 1.20 0.60 20.16

Columns 7 x 1 0.96 - 2.10 14.11

Bressure bottom 1 x 1 20.00 0.23 - 4.60

Verandah Sunshade 1 x 2 20.00 0.60 - 24.00

Waist Slab 2 x 1 3.60 1.20 - 8.64

2 x 1 3.00 1.80 - 10.80

224.51 Sqm 388.595 1 Sqm 87243.00

4)

4.00

4.00 MT ### 1 MT ###

5)

L/W 2 x 1 32.30 0.35 3.30 74.61

C/W 6 x 1 4.50 0.35 3.30 31.19

Verandha L/W 1 x 1 20.00 0.35 1.30 9.10

Dwar wall 1 x 1 20.00 0.23 1.10 5.06

Deduct Columns 7 x 1 0.23 0.23 -1.30 -0.48

Door 4 x 1 1.20 0.35 -2.10 -3.53

Windows 17 x 1 0.90 0.35 -1.35 -7.23

4 x 6 0.23 0.35 -0.20 -0.39

17 x 4 0.23 0.35 -0.20 -1.09

Ventilators 7 x 1 0.90 0.35 -0.30 -0.66

Staircase 1 x 1 2.40 0.35 -3.30 -2.77

Lintels 4 x 1 1.50 0.35 -0.15 -0.32

17 x 1 1.20 0.35 -0.15 -1.07

102.42 Cum 5690.20 1 Cum ###

Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904) for.

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.

Dormitory FF

First floor Floor



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

6)

Outside L/W 1 x 1 32.30 - 3.30 106.59

Verandah Bressure 1 x 1 20.00 - 1.30 26.00

2 x 1 6.50 - 3.30 42.90

175.49 Sqm 3851.40 10 Sqm 67588.00

7)

inside verandah wall 2 x 2 (10.00+4.50) 3.30 95.70

End Room 2 x 2 (4.20+5.8) 3.30 132.00

Stair case C/W 2 x 2 4.50 3.30 59.40

Verandah Entablature wall 1 x 1 20.00 3.30 66.00

Deduct Door 4 x 1 1.20 -2.10 -10.08

Windows 17 x 1 0.90 - -1.20 -18.36

Ventilators 7 x 1 0.90 - -0.30 -1.89

322.77 Sqm 3737.20 10 Sqm ###

8)

(1.20x 2.13 M) 1 x 4 4.00

4.00 No 6745.00 1 No 26980.00

9)

(0.90 x 1.35 M) 17 x 1 17.00

17.00 No 6155.00 1 No ###

10)

(0.90 x 0.38 M) 7 x 1 7.00

7.00 No 626.00 1 No 4382.00

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904).


Manufacturing, Supply, delivery and fixing of plain MS sheet door of size 1.20 x 2.13 with frame made of L Angular section of 40 X 40 X 6mm and inner frame of double leave shutters with MS "L"angle of 35 X 35 X 4mm welded with 2 nos of 25 X 25 X 3 angle and 3 No.s of 30x4mm each leaf and welded with powder coated fixtures including red oxide paint including cost and conveyance of all materials and labour charges etc., complete for finished item of work. (Ground Floor & First floor) weight not less than 75 Kgs

Supply and fixing of 18 guage M.S plain sheet Window with three leaves shutter of size 0.90mx1.37m with outer angular frame of rolled steel equal angle ISA 4040 of size 40x40x6mm and inner shutter angular frame of rolled steel equal angle ISA 3535 of size 35x4mm on MS Flat of size 30x4mm 2 Nos welded horizontally to each of leaf and also welded with fixtures such as M.S powder coated tower bolts IS204 250mm long 2 Nos, M.S powder coated Bolt hinges IS 205 125mm long 3 Nos, M.S powder coated handles IS 208 125mm long 2 Nos, M.S powder coated Aldrop IS 268 250mm long 1 No including Red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materiasl to site all labour charges etc., complete for finished item of work.

Supply and fixing of M.S.Grill Ventilators of size 0.90x0.38 m with outer angular frame of rolled steel equal angle of ISA 2525 of size 25mm x 25mm x 4mm welded with safety bars of 10mm square rods at 100mm centre to centre horizontally and verticlally including red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materials to site, all labour charges, and fixing in position etc., complete for finished item of work.

Dormitory FF

First floor Floor



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

11)

End room 2 x 1 14.00 4.50 126.00

2 x 1 5.80 4.50 52.20

2 x 1 8.50 4.50 76.50

Verandah 1 x 1 20.00 2.10 42.00

2 x 1 14.00 2.10 58.80

355.50 Sqm 9372.35 10 Sqm ###

12)

End room 2 x 2 (5.80+4.50) 0.10 4.12

2 x 2 (8.50+4.50) 0.10 5.20

Verandah 1 x 2 20.00 0.10 4.00

13.32 Sqm 7202.90 10 Sqm 9594.00

Flooring with ceramic tiles 7.3mm thick, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.

Providing Skirting to internal walls to 15 cm height with Ceramic tiles of 7.5mm thickness regular finish and normal colours of make Jhonson & Jhonson, Kajaria, Nitco, Marbonite set over base coat of cement mortar (1:5), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm & joined neatly with white cement paste to full depth mixed with pigment of matching shade, including cost and conveyance of all materials like cement, sand, water and tiles etc., to site including seigniorage charges, etc., complete for finished item of work.

Dormitory FF

First floor Floor



1 2 3 4 5 6 7 8 9 10


Sl.No

PerUnit

Amount

13)

610.00 Sqm 1077.90 10 Sqm 65752.00

14)

Doors 4 x ### 1.20 2.10 22.68

Windows 17 x ### 0.90 1.35 56.80

79.48 Sqm 974.55 10 Sqm 7746.00

15)

175.49 Sqm 1314.90 10 Sqm 23075.00

###

Assistant Engineer, Deputy Executive Engineer, Executive Engineer

TW Section Paloncha TWSD Paloncha TW Divn, Bhadrachalam.

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of appropriate cement primer of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911)


Painting to New External Walls with two coats of Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911).

Dormitory TF


Terrace Floor



1 2 3 4 5 6 7 8 9 10

1)

L/W 2 x 1 22.30 0.23 0.90 9.23

C/W 2 x 1 5.90 0.23 0.90 2.44

Staircase L/W 2 x 1 3.70 0.35 7.77

C/W 2 x 1 5.50 0.35 11.55

Deduct Door 1 x 1 1.20 0.23 -2.10 -0.58

30.41 Cum 5982.45 1 Cum ###

2)

Outside L/W 2 x 2 22.30 - 0.90 80.28

Top 2 x 1 22.30 - 0.23 10.26

C/W 2 x 2 5.80 - 0.90 20.88

Top 2 x 1 5.80 - 0.23 2.67

114.09 Sqm 3737.20 10 Sqm 42638.00

3)

(1.20x 2.13 M) 1 x 1 1.00

1.00 No 6745.00 1 No 6745.00

###

Assistant Engineer, Deputy Executive Engineer, Executive Engineer

TW Section Paloncha TWSD Paloncha TW Divn, Bhadrachalam.


Sl.No

PerUnit

Amount


(3.30+2.70)/2

(3.30+2.70)/2


Supply and fixing of 18 guage M.S plain sheet Window with three leaves shutter of size 0.90mx1.37m with outer angular frame of rolled steel equal angle ISA 4040 of size 40x40x6mm and inner shutter angular frame of rolled steel equal angle ISA 3535 of size 35x4mm on MS Flat of size 30x4mm 2 Nos welded horizontally to each of leaf and also welded with fixtures such as M.S powder coated tower bolts IS204 250mm long 2 Nos, M.S powder coated Bolt hinges IS 205 125mm long 3 Nos, M.S powder coated handles IS 208 125mm long 2 Nos, M.S powder coated Aldrop IS 268 250mm long 1 No including Red oxide primer of grade-I quality, sales and other taxes, cost and conveyance of all materiasl to site all labour charges etc., complete for finished item of work.


DOMITORY HALLS 2 No.S SECOND FLOOR

DESCRIPTION OF ITEM No's L B D/H Qty. Unit Rate Amount

1 2 3 4 5 6 7 8 9 101

C1 1 1 0.30 0.300 3.05 0.27

C1a 1 1 0.30 0.300 3.05 0.27

C1b 1 1 0.30 0.300 3.05 0.27

C2 3 1 0.30 0.375 3.05 1.03

C3 2 1 0.30 0.400 3.05 0.73

2.57 Cum 11829.65 30402.00

2

Lintals 2 1 1.50 0.23 0.15 0.10

windows 10 1 1.30 0.23 0.15 0.45

0.55 Sqm 11407.80 6274.00


Sl. No.

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns.

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels.

3

Roof beam B1 2 1 5.95 0.23 0.45 1.23

B2 1 1 9.68 0.23 0.30 0.67

B3 2 1 7.90 0.23 0.45 1.64

B3 1 1 3.50 0.23 0.30 0.24

B4 2 1 5.95 0.23 0.45 1.23

B5 1 1 3.66 0.23 0.30 0.25

B7 1 1 4.57 0.23 0.45 0.47

B7 1 1 3.12 0.23 0.30 0.22

B8 1 1 4.57 0.23 0.45 0.47

B8 1 1 3.12 0.23 0.30 0.22

B9 1 1 7.85 0.23 0.45 0.81

B10 1 1 7.85 0.23 0.45 0.81

8.26 Cum 10443.25 86261.00

5

Roof slab

Slab 1 1 9.00 8.39 75.51

75.51 Sqm 1224.85 92488.00

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams.

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 125mm thick.

7

Roof slab

S3 1 1 9.00 6.25 56.25

56.25 Sqm 1423.05 80047.00

8

Sunshade of window 8 1 1.50 0.60 7.20

7.20 Sqm 841.75 6061.00

9

Shelves 4 2 5.20 0.60 24.96

24.96 Sqm 743.25 18552.00

10

In between columns 1 2 5.45 0.23 2.00 5.01


Doors 2 1 1.05 0.23 -2.00 -0.97

Windows 8 1 0.90 0.23 -1.20 -1.99

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 140mm thick.

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Sunshades / Chajjas for 75mm thick at Fixed end and 50mm thick at Free end and for a width of 0.60 Mts. etc complete for finished item of work.

Reinforced Cement Concrete M20 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 350Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Shelves of 50mm thick.

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.

Columns 8 1 0.23 0.23 -2.00 -0.85



Ventilatars 4 1 0.60 0.23 -0.45 -0.25

Dwarf Wall 1 1 9.65 0.23 1.00 2.22

Parapet wall 1 2 14.50 0.23 1.00 6.67

1 1 9.00 0.23 1.00 2.07

21.19 Cum 5982.45 126768.00

11

Pedestal under shelevs 4 4 0.60 0.75 7.20

7.20 Sqm 7857.60 5657.00

12

Or in MT 5.00 M.T 45215.55 226078.00

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using second class bricks of size 23 x 11 x 7 Cm having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges.

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126).

13

Domitory Halls 1 2 13.42 3.50 93.94

Verandah Long wall 1 1 9.65 3.50 33.78

Dwarf Wall 1 1 9.65 1.00 9.65

Top 1 1 9.65 0.23 2.22

Dwarf wall beam 1 1 9.65 0.50 4.83

Parapet wall 1 2 14.50 1.00 29.00

1 2 9.00 1.00 18.00

Deduction door 2 1 1.05 2.00 -4.20

Window 10 1 0.90 1.20 -10.80

Ventilater 4 1 0.60 0.45 -1.08

175.34 Sqm 4009.85 70309.00

14

Dormitory halls 1 2 9.00 4.60 82.80

1 2 6.00 4.60 55.20

1 2 9.00 4.60 82.80

Verandah Long wall 1 1 9.65 3.50 33.78

Parapet wall 1 2 14.50 1.00 29.00

1 2 9.00 1.00 18.00

301.58 Sqm 4124.10 124373.00

15

Dormitory left right 1 2 5.50 7.90 86.90

Corridor 1 1 9.65 2.20 21.23

Beam side 2 2 5.50 0.45 9.90

Sunshades 8 1 1.50 0.60 7.20

Shelevs 4 4 5.20 0.60 49.92

Slab Projection 1 2 9.00 0.30 5.40

1 2 8.35 0.30 5.01

Veranda Beams 1 2 9.60 0.30 5.76

191.32 Sqm 1915.00 36638.00

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., for Even Surfaces of brick wall complete for finished item of work. (APSS 901,903 & 904).

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904).

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

17

in room 1 2 5.50 7.90 - 86.90

base 1 1 9.65 1.60 - 15.44

102.34 Sqm 11091.45 113510.00

17

in room 2 2 13.40 0.15 8.04

base 1 2 11.25 0.15 3.38

11.42 Sqm 11579.35 13218.00

18

Celing 12mm Qty. 191.32

Inside Plastering 12mm thick Qty. 175.34

366.66 Sqm 1077.90 39522.00

19

Outside Plastering 20mm Qty. 301.58

301.58 Sqm 1314.90 39654.00

Flooring and Treads with Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work,

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work.

Painting to new internal walls with two (2) coats of ready mixed oil bound washable distemper acrylic base of approved brand and shade over a base coat of cement primer water base interior Grade-I of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for internal walls (SS 911).

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911).

DOORS AND WINDOWS

20

Second floor

(D1) 2 1 1.05 2.00 4.20

4.20 Sqm 3571.00 14998.00

21

Second Floor

Windows 10 1 0.90 1.20 10.80

10.80 Sqm 4253.00 45932.00

22

Over Roof Slab 1 1 9.00 8.39 75.51

1 1 9.00 6.35 57.15

132.66 Sqm 4340.75 57584.00

TOTAL 1234326.00

Asst. Engineer Dy.Executive Engineer Executive EngineerTW : Manuguru TWSD : Palvancha TW Divn. : Bhadrachalam

Supply and fixing of Door size 1.05 x 2 m Single Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of 35mm thick of solid bond wood block board type with commercial play on both faces, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.

Supply and fixing of Window of Size 0.90 x 1.22 M Six Leaf shutter with window frame of Medium Teak wood of Section 100 mm x 65 mm and shutter frame of Medium Teak wood of section 100mm x 32 mm thick and window planks of medium fiber board exterior both sides laminated 12mm thick and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.


311891749.xlsComp Wall 82

Detailed cum Abstract estimate - Compound Wall

No.s L B D/H Qty. Unit Rate Amount

1 2 3 4 5 6 7 8 9 10

1)

For Column footings 1 x 33 1.00 1.00 1.20 39.60

For Combind footings 1 x 3 1.50 1.50 1.20 8.10

47.70 Cum 247.70 11815.00

2)

For Column footings 1 x 33 1.00 1.00 0.10 3.30

For Combind footings 1 x 3 1.50 1.50 0.10 0.68

3.98 Cum 3268.95 13010.00

3)

a) Footings 1 x 33 1.00 1.00 0.15 4.95

1 x 3 1.50 1.50 0.15 1.01

5.96 Cum 7671.25 45721.00

b) Columns 1 x 33 0.23 0.23 2.00 3.49

2 x 3 0.23 0.23 2.00 0.63

4.12 Cum 9063.40 37341.00

c) Plinth Beam 1 x 1 100.00 0.23 0.30 6.90

6.90 Cum 9564.25 65993.00

4)

For Compound wall 1 x 1 100.00 0.23 1.80 41.40

Deduction for Columns 1 x 36 0.23 0.23 -1.80 -3.43

37.97 Cum 4754.45 180526.00


Sl. No.

DESCRIPTION OF ITEM

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Foundation.

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work. (APSS No. 402).

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc.


311891749.xlsComp Wall 83

No.s L B D/H Qty. Unit Rate AmountSl. No.

DESCRIPTION OF ITEM

5)

1 x 2 100.00 - 2.10 420.00

1 x 1 100.00 0.35 - 35.00

Bottom sides offset 1 x 2 100.00 0.06 - 12.00

467.00 Sqm 1222.50 57091.00

6)

For Compound wall Both 1 x 2 100.00 - 2.00 400.00

1 x 1 100.00 0.35 - 35.00

Bottom sides offset 1 x 2 100.00 0.06 - 12.00

447.00 Sqm 279.30 12485.00

7)

0.80

0.80 M.T. 45215.55 36172.00

8) Supply and fixing of Iron gate including all cost and conveyance of all materials etc

Total :- 460154.00

Asst. Engineer, Dy. Executive Engineer, Executive Engineer,TW Manuguru TW SD: Paloncha TW Divn., Bhadrachalam

Plastering to even surfaces of wall with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

For Compound wall Both sides " " Top

White washing two coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls

" " Top

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)

311891749.xlsSF-Est F 84

DETAIL CUM ABSTRACT ESTIMATE - SECOND FLOOR

DESCRIPTION OF ITEM NO'S L B D/H Qty. Unit Rate Amount

1 2 3 4 5 6 7 8 9 10

1

SECOND FLOORColumns

c1 to C 40 1 X 40 0.23 0.40 3.35 12.33

T1 to T10 1 X 10 0.23 0.40 3.35 3.08

c2Ver C 1 to C14 1 X 14 0.23 0.300 3.35 3.24

18.65

19.00 cum 11829.65 224763


Sl. No.

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Columns

311891749.xlsSF-Est F 85

DESCRIPTION OF ITEM NO'S L B D/H Qty. Unit Rate AmountSl. No.

2

SECOND FLOOR

D1 1 X 16 1.65 0.23 0.15 0.91

W1 1 X 48 1.35 0.23 0.15 2.24

for cupboards 16 X 3 1.35 0.23 0.15 2.24

5.39 Cu.M.

or say 5.40 Cu.M. 11407.80 61602

3

SECOND FLOOR

External Long beams 14 X 2 4.26 0.23 0.300 8.23

2 X 2 4.88 0.23 0.300 1.35

1 x 1 4.26 0.23 0.300 0.29

Main beams 1 x 20 5.34 0.23 0.450 11.05

conecting passage 1 x 2 4.57 0.23 0.450 0.95

Toilet Block 2 x 2 3.65 0.23 0.300 1.01

2 x 2 4.12 0.23 0.300 1.14

main beams 1 x 5 5.34 0.23 0.450 2.76

1 x 2 8.47 0.23 0.300 1.17

1 x 4 1.22 0.23 0.300 0.34

1 x 4 1.52 0.23 0.300 0.42

Verandah Tie beam 1 x 2 20.47 0.23 0.400 3.77

1 x 1 27.31 0.23 0.400 2.51

at staircase mid landing 1 x 1 4.72 0.23 0.400 0.43

1 x 1 4.26 0.23 0.400 0.39

connecting beams in ver 1 x 8 1.88 0.23 0.300 1.04

36.85 Cu.M.

or say 37.00 Cu.M. 10443.25 386400

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams

311891749.xlsSF-Est F 86


4

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete

311891749.xlsSF-Est F 87


for Slab of 125mm thick

over central rooms 1 X 1 42.70 8.00 341.60

over side rooms 1 x 2 17.96 8.00 287.36

over connecting passage 1 x 1 4.57 3.26 14.90

over toilet block 1 x 1 17.29 5.94 102.70

746.56 Sqm

or say 747.00 Sqm 1224.85 914963

5

SECOND FLOOR

Window 1 X 32 1.35 0.6 25.92

ver sunshade at ends 1 x 2 3.11 0.6 3.73

1 x 2 17.96 0.6 21.55

1 x 1 27.99 0.6 16.79

67.99 Sqm

orsay 68.00 Sqm 841.75 57239

6

SECOND FLOOR

For superstructure 1 X 20 4.54 0.23 3.20 66.83

14 x 2 4.26 0.23 3.35 91.91

2 x 2 4.88 0.23 3.20 14.37

above ver beam 1 x 2 1.88 0.23 1.12 0.97

1 x 1 1.88 0.23 3.35 1.45

Ver Entra blature wall 2 x 4 4.26 0.23 1.12 8.78

1 x 3 4.26 0.23 1.12 3.29

1 x 2 6.69 0.23 1.12 3.45

1 x 1 4.26 0.23 3.35 3.28

toilet block c passage 1 x 2 4.57 0.23 1.20 2.52

toilet block 2 x 2 3.65 0.23 3.35 11.25

2 x 2 4.12 0.23 3.35 12.70

1 x 2 4.54 0.23 3.20 6.68

1 x 2 8.93 0.23 2.45 10.06

1 x 7 1.53 0.23 2.45 6.04

1 x 7 1.22 0.23 2.45 4.81

SECOND FLOOR Slab with all round 0.30 proj


Brick Masonry in superstructure with CM(1:6)/ (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.

311891749.xlsSF-Est F 88


DEDUCTIONS

D1 1 X 16 1.22 0.23 2.10 -9.43

W1 1 X 48 0.90 0.23 1.35 -13.41

ventilators 1 X 32 0.90 0.23 0.30 -1.99

in toilet block 1 x 8 3.00 0.23 0.45 -2.48

221.08 Cu.M.

or say 221.10 Cu.M. 5982.45 1322720

311891749.xlsSF-Est F 89


7

SECOND FLOOR

D1 16 X 6 0.23 0.23 0.15 0.76

W1 48 X 4 0.23 0.23 0.15 1.52

2.280 Cu.M.

or say 3.00 Cu.M. 5965.50 17897

8

SECOND FLOORfor coloumns 1 X 1 19.00 100 1900

for roof beams 1 X 1 37.00 120 4440

for roof slab of 125mm thick 1 X 1 747.00 0.125 100 9338

for lintals 1 X 1 5.40 80 432

1 X 1 68.00 0.075 80 408

16518

16.52 Mts

or say 17.00 Mts 45215.55 768664



for sunshades of 600x65mmthick

311891749.xlsSF-Est F 90


9

Superstructure

For Walls 1 X 1 42.10 3.65 153.67

1 X 2 25.81 3.65 188.41

1 x 2 7.52 3.65 54.90

1 x 2 17.96 3.65 131.11

1 x 1 27.99 3.65 102.16

1 x 2 16.81 3.65 122.71

1 x 2 5.46 3.65 39.86

1 x 2 4.57 3.65 33.36

2 x 1 17.96 3.65 131.11

2 x 1 18.81 3.65 137.31

staircase sides 2 x 1 4.88 3.65 35.62

deduction for ver opening 1 x 2 17.96 2.13 -76.51


1 x 2 1.88 2.13 -8.01

deduction for doors 1 x 16 1.22 2.13 -41.58

deduction for windows 1 x 48 0.90 1.37 -59.18

deduction for ventilators 1 x 8 3.00 0.45 -10.80


add for passage 1 x 2 4.57 0.23 2.10

add for passage top 1 x 2 4.57 0.23 2.10

toilet block allround 1 x 2 16.69 3.65 121.84


3.09

### Sqm 4124.10 426431

10

SECOND FLOOR -Internal

Rooms 1 X 14 18.28 3.65 934.11

1 X 2 19.52 3.65 142.50

1 X 2 5.11 3.65 37.30

inside ver 1 x 2 17.96 - 3.65 131.11

1 x 1 27.99 3.65 102.16



2 x 1 4.57 1.00 9.14

2 x 1 4.57 0.23 2.10

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) SECOND FLOOR- External

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., for Even Surfaces of brick wall complete for finished item of work. (APSS 901,903 & 904)

add for toilet connecting passage

311891749.xlsSF-Est F 91


toilet 1 x 1 42.22 3.65 154.10

1 x 1 11.83 2.45 28.98

1 x 1 12.43 2.45 30.45

inside WC 1 x 6 4.88 2.45 71.74

1 x 6 5.50 2.45 80.85

top of walls 1 x 1 11.83 0.23 2.72

1 x 1 12.43 0.23 2.86

deduction for toilets doors 2 x 6 0.75 2.13 -19.17

### Sqm

or say ### Sqm 4009.85 631551

311891749.xlsSF-Est F 92


11

SECOND FLOOR

rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Stair case 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62

connecting passage 1 x 1 4.57 1.88 8.59

toilets 1 x 1 4.88 16.23 79.20

2 x 1 5.11 1.88 19.21

1 X 32 1.35 0.60 25.92

1 x 2 3.11 0.60 3.73

1 x 2 17.96 0.60 21.55

1 x 1 27.99 0.60 16.79

slab projection 1 x 1 42.70 0.30 12.81

1 x 2 25.81 0.30 15.49

1 x 2 17.96 0.30 10.78

1 x 1 27.99 0.30 8.40

1 x 2 7.40 0.30 4.44

toilets slab projection 1 x 2 3.97 0.30 2.38

1 x 2 17.29 0.30 10.37

1 x 2 5.34 0.30 3.20

722.49 Sq.M.

or say 723.00 Sq.M. 1915.00 138455

12


over side rooms 1 x 2 17.96 8.00 287.36



746.56 Sqm

or say 747.00 Sqm

13

SECOND FLOOR

Class rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Ceiling Plastering with CM (1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)



311891749.xlsSF-Est F 93


Staircase 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62


2 x 1 5.11 1.88 19.21

SECOND FLOOR- Treads

Stair Case 1 X 21 2.10 0.30 13.23

Mid Landing

SECOND FLOOR 1 X 1 4.26 1.52 6.48

527.12 Sq.M.

or say 528.00 Sq.M. 11091.45 585629

311891749.xlsSF-Est F 94


144

SECOND FLOOR

rooms 1 X 14 18.28 0.15 38.39

corner rooms 1 X 2 19.52 0.15 5.86

staircase sides 1 X 2 5.11 0.15 1.53

1 X 1 4.26 0.15 0.64

ver 1 x 2 17.96 0.15 5.39

1 x 1 42.10 0.15 6.32

1 X 2 5.11 0.15 1.53

deduction for doors 1 X 16 1.22 0.15 -2.93


a ) SECOND FLOOR- Risers

Stair Case 1 X 22 2.10 0.15 6.93

65.03 Sqmt

or say 66.00 Sqmt 11579.35 76424

GF 1 x 1 16.23 4.88 79.20

deduction for WC 1 x 6 0.40 0.50 -1.20

78.00 sqmts 9628.00 75101

1 x 1 42.22 1.53 64.60

WC 1 x 6 4.88 1.37 40.11

For Bath 1 x 6 5.50 1.65 54.45

### sqmts 10309.75 164090

Providing Skirting to internal walls and Risers of Steps to 15 cm height with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,

Flooring with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work.

Dadooing to walls with Decorated white back ground glazed tiles 200mm x 152mm 1st. quality of any bramd as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work

311891749.xlsSF-Est F 95


15

qty vide item no.18 722.49

qty vide item no.17 ###

###

or say ### Sqm 279.30 43990

Painting to external walls with Water Proof Cement Paint two (2) coats all colours and shade as approved by Engineer in charge over a base coat of a cement primer water base exterior Grade-II of approved brand, makind three (3) coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work in all floors for external walls (SS 911)

311891749.xlsSF-Est F 96


16

qty vide item no.16 b ###

###

or say ### 1314.90 135961

DOORS AND WINDOWS

17

SECOND FLOOR

(D1) 1 X 16 1.22 2.13 41.58

Sqm

or say 41.58 Sqm 7699.00 320106

WINDOWS

18

SECOND FLOOR

Windows 1 X 48 0.91 1.37 59.84

or say 59.84 Sqm #REF! #REF!

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) SECOND FLOOR- External


Supply and fixing of Window of Size 0.90 x 1.20 M Four Leaf shutter with window frame of Medium Teak wood of Section 100 mm x 75 mm and shutter frame of Medium Teak wood of section 100mm x 32 mm thick and window planks of medium fiber board exterior both sides laminated 12mm thick and safety bars of 10 mm square bars at 100mm center to center distance horizantally and Hardware fixtures ie., MSPC Butt Hinges 100mm Long 12nos, MSPC Handles 125 mm Long 6 Nos MSPC Tower Bolt 150mm long 6 Nos, MS Hold Fast 4 Nos Including Labour charges for making Window frame and shutter, fixing of Fixtures etc., and cost and conveyance of all materials to site, taxes extra complete for finished item of work.

311891749.xlsSF-Est F 97


1 x 8 3.05 0.45 10.98 Sqm 1591.30 17472

19 Supply and fixing of PVC doors with all costs,all incidental labour charges etc completefor toilets main door 1 x 1 1.22 2.13 2.60for toilet doors 1 x 12 0.75 2.13 19.17

21.77 Sqmor say 22.00 Sqm 3500 77000

20

DOORS 16 X ### 1.22 2.13 93.55 SqmWINDOWS 48 X 2.75 0.91 1.37 164.56 Sqm

258.11 Sqm259.00 Sqm 974.55 25241

#REF! #REF!

Asst. Executive Engineer, Dy. Executive Engineer,TW Section: Chntoor TW SD: Bhadrachalam

Supply and fixing of MS Ventilators of size 1.22 M x 1.22 M with out angular frame of rolled steel equal angle of ISA 2525 opf size 25 mm x 25mm x 4mm (2 Nos. horizontally and 2 Nos. vertically) weleded with safety bars of 10 mm square rods at 100 mm centre to centre horizontally and vertically as per approved drawing of Enginer-in-Charge including red oxide primer of grade-I quality, sales and other taxes cost and conveyuance of all materials to site all labour charges etc complete for finished item of work.


311891749.xlsFF-Est F 98

DETAIL CUM ABSTRACT ESTIMATE - FIRST FLOOR


1 2 3 4 5 6 7 8 9 10

1

FIRST FLOORColumns

c1 to C 40 1 X 40 0.23 0.40 3.35 12.33

T1 to T10 1 X 10 0.23 0.40 3.35 3.08

c2Ver C 1 to C14 1 X 14 0.23 0.300 3.35 3.24

18.65

19.00 cum 10844.20 206040

2

First Floor

D1 1 X 16 1.65 0.23 0.15 0.91

W1 1 X 48 1.35 0.23 0.15 2.24

for cupboards 16 X 3 1.35 0.23 0.15 2.24

5.39Cu.M.

or say 5.40Cu.M.10520.05 56808

3

First Floor


2 X 2 4.88 0.23 0.300 1.35

1 x 1 4.26 0.23 0.300 0.29

Main beams 1 x 20 5.34 0.23 0.450 11.05


Toilet Block 2 x 2 3.65 0.23 0.300 1.01


Sl. No.




311891749.xlsFF-Est F 99


2 x 2 4.12 0.23 0.300 1.14

311891749.xlsFF-Est F 100


main beams 1 x 5 5.34 0.23 0.450 2.76

1 x 2 8.47 0.23 0.300 1.17

1 x 4 1.22 0.23 0.300 0.34

1 x 4 1.52 0.23 0.300 0.42


1 x 1 27.31 0.23 0.400 2.51


1 x 1 4.26 0.23 0.400 0.39


36.85Cu.M.

or say 37.00Cu.M. 9608.60 355518

4

a)


Ded Stair case -1 X 1 4.26 5.11 -21.77

over side rooms 1 x 2 17.96 8.00 287.36



724.79 Sqm

or say 725.00 Sqm 1124.85 815516

5

Staircase I flight 1 X 1 3.85 2.10 8.09

Landing 1 X 1 4.26 2.10 8.95

Staircase II flight 1 X 1 3.85 2.10 8.09

25.13 Sqm

or say 25.50 Sqm 1529.05 38991


for Slab of 125mm thickFirst Floor Slab with all round 0.30 proj

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Slab of 150mm thick

311891749.xlsFF-Est F 101


6

First Floor

Window W1 1 X 32 1.35 0.6 25.92


1 x 2 17.96 0.6 21.55

1 x 1 27.99 0.6 16.79

67.99 Sqm

orsay 68.00 Sqm 797.95 54261

7

First Floor

for stair case 1 X 22 2.10 0.30 0.075 1.04

1.04 Cum

orsay 2.00 Cum 8063.15 16126

8

First Floor

For superstructure 1 X 20 4.54 0.23 3.20 66.83

14 x 2 4.26 0.23 3.35 91.91

2 x 2 4.88 0.23 3.20 14.37

above ver beam 1 x 2 1.88 0.23 1.12 0.97

1 x 1 1.88 0.23 3.35 1.45


1 x 3 4.26 0.23 1.12 3.29

1 x 2 6.69 0.23 1.12 3.45

1 x 1 4.26 0.23 3.35 3.28


toilet block 2 x 2 3.65 0.23 3.35 11.25

2 x 2 4.12 0.23 3.35 12.70

1 x 2 4.54 0.23 3.20 6.68

1 x 2 8.93 0.23 2.45 10.06

1 x 7 1.53 0.23 2.45 6.04


Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps


311891749.xlsFF-Est F 102


1 x 7 1.22 0.23 2.45 4.81

311891749.xlsFF-Est F 103


DEDUCTIONS

D1 1 X 16 1.22 0.23 2.10 -9.43

W1 1 X 48 0.90 0.23 1.35 -13.41

ventilators 1 X 32 0.90 0.23 0.30 -1.99

in toilet block 1 x 8 3.00 0.23 0.45 -2.48

221.08Cu.M.

or say 221.10Cu.M. 5690.20 1258103

9

First Floor

D1 16 X 6 0.23 0.23 0.15 0.76

W1 48 X 4 0.23 0.23 0.15 1.52

2.280Cu.M.

or say 3.00Cu.M. 5471.95 16416

10

First Floorfor coloumns 1 X 1 19.00 100 1900

for roof beams 1 X 1 37.00 120 4440

1 X 1 725.00 0.125 100 9063

1 x 1 25.50 0.150 100 383

for lintals 1 X 1 5.40 80 432

1 X 1 68.00 0.075 80 408

16625

16.63 Mts

or say 17.00 Mts 45215.55 768664

11

a Superstructure

For Walls 1 X 1 42.10 3.65 153.67

1 X 2 25.81 3.65 188.41

1 x 2 7.52 3.65 54.90

1 x 2 17.96 3.65 131.11

1 x 1 27.99 3.65 102.16

1 x 2 16.81 3.65 122.71

1 x 2 5.46 3.65 39.86



for roof slab of 125mm thickfor Waist slab of 150mm thick


Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904) FIRST FLOOR- External

311891749.xlsFF-Est F 104


1 x 2 4.57 3.65 33.36

2 x 1 17.96 3.65 131.11

2 x 1 18.81 3.65 137.31


1 x 2 17.96 2.13 -76.51

1 x 1 27.99 2.13 -59.62

1 x 2 1.88 2.13 -8.01





add for passage 1 x 2 4.57 0.23 2.10




3.09

### Sqm 3851.40 398234

12

FIRST FLOOR -Internal

Rooms 1 X 14 18.28 3.65 934.11

1 X 2 19.52 3.65 142.50

1 X 2 5.11 3.65 37.30

inside ver 1 x 2 17.96 - 3.65 131.11

1 x 1 27.99 3.65 102.16

1 x 2 17.96 2.13 -76.51

1 x 1 27.99 2.13 -59.62

2 x 1 4.57 1.00 9.14

2 x 1 4.57 0.23 2.10

toilet 1 x 1 42.22 3.65 154.10

1 x 1 11.83 2.45 28.98

1 x 1 12.43 2.45 30.45

inside WC 1 x 6 4.88 2.45 71.74

1 x 6 5.50 2.45 80.85

top of walls 1 x 1 11.83 0.23 2.72

1 x 1 12.43 0.23 2.86

2 x 6 0.75 2.13 -19.17

### Sqm

or say ### Sqm 3737.20 588609

deduction for ver openingdeduction for ver opening


deduction for ver openingdeduction for ver openingadd for toilet connecting passage

deduction for toilets doors

311891749.xlsFF-Est F 105


13

FIRST FLOOR

rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Stair case 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62


toilets 1 x 1 4.88 16.23 79.20

2 x 1 5.11 1.88 19.21

1 X 32 1.35 0.60 25.92

1 x 2 3.11 0.60 3.73

1 x 2 17.96 0.60 21.55

1 x 1 27.99 0.60 16.79


1 x 2 25.81 0.30 15.49

1 x 2 17.96 0.30 10.78

1 x 1 27.99 0.30 8.40

1 x 2 7.40 0.30 4.44


1 x 2 17.29 0.30 10.37

1 x 2 5.34 0.30 3.20

722.49Sq.M.

or say 723.00Sq.M. 1766.35 127707

14

FIRST FLOOR

Class rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Staircase 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62


2 x 1 5.11 1.88 19.21

a ) FIRST FLOOR- Treads

Stair Case 1 X 21 2.10 0.30 13.23

a ) Mid Landing

FIRST FLOOR 1 X 1 4.26 1.52 6.48

527.12Sq.M.

or say 528.00Sq.M. 10868.75 573870



311891749.xlsFF-Est F 106


15

FIRST FLOOR

rooms 1 X 14 18.28 0.15 38.39

corner rooms 1 X 2 19.52 0.15 5.86


1 X 1 4.26 0.15 0.64

ver 1 x 2 17.96 0.15 5.39

1 x 1 42.10 0.15 6.32

1 X 2 5.11 0.15 1.53



a ) FIRST FLOOR- Risers

Stair Case 1 X 22 2.10 0.15 6.93

65.03Sqmt

or say 66.00Sqmt 11330.75 74783

GF 1 x 1 16.23 4.88 79.20


78.00sqmts 9372.35 73107

1 x 1 42.22 1.53 64.60

WC 1 x 6 4.88 1.37 40.11

For Bath 1 x 6 5.50 1.65 54.45

###sqmts10309.75 164090

16

Stair case railing 1 X 1 7.29 1.050 7.65

7.65 Sqm

or say 8.00 Sqm 7268.30 5815

17



###

or say ### Sqm 279.30 43990




Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd class bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges


311891749.xlsFF-Est F 107


18


###

or say ### 1314.90 135961

DOORS AND WINDOWS

19

FIRST FLOOR

(D1) 1 X 16 1.22 2.13 41.58

Sqm

or say 41.58 Sqm 7699.00 320106

WINDOWS

20

FIRST FLOOR

Windows 1 X 48 0.91 1.37 59.84


1 x 8 3.05 0.45 10.98 Sqm 1591.30 17472


21.77 Sqmor say 22.00 Sqm 3500 77000

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911) FIRST FLOOR- External




311891749.xlsFF-Est F 108


22


258.11 Sqm259.00 Sqm 974.55 25241

#REF! #REF!

Asst. Engineer, Dy. Executive Engineer, Executive EngineerTW Bhadrachalam TW SD: Bhadrachalam TWD: Bhadrachalam


311891749.xlsGF-Est 109

DETAIL CUM ABSTRACT ESTIMATE - GROUND FLOOR


1 2 3 4 5 6 7 8 9 10

1

for Footing F1 to F40 1 X 40 2.80 2.80 2.00 627.20

for Footing T1 To T10 1 X 10 2.80 2.80 2.00 156.80

for Ver Footing 1 X 14 2.20 2.20 2.00 135.52

Under P/B long wall external 1 X 18 4.66 0.45 0.450 16.99

2 X 3 20.47 0.45 0.450 24.87

For Connecting passage 1 x 2 4.35 0.45 0.450 1.76

For Toilet Block 1 x 2 16.91 0.45 0.450 6.85

Cross walls 1 x 5 4.66 0.45 0.450 4.72

1 x 2 8.25 0.45 0.450 3.34

1 x 4 1.00 0.45 0.450 0.81

1 x 4 1.31 0.45 0.450 1.06

Under P/B long wall internal 1 X 18 4.66 0.45 0.450 16.99

Below Flooring 1 X 14 4.22 4.88 0.080 23.06

1 x 2 4.88 4.88 0.080 3.81

in Ver 1 x 1 42.10 2.10 0.080 7.07

1 x 2 17.96 2.10 0.080 6.03

in connecting passage 1 x 1 4.57 2.10 0.080 0.77

1 x 1 16.23 4.88 0.080 6.34

### cum

or say ### cum 247.70 258599

2



for Ver Footing 1 X 14 1.90 1.90 0.15 7.58

Under P/B long wall external 1 X 18 4.66 0.45 0.100 3.77

2 X 3 20.47 0.45 0.100 5.53

1 x 3 42.10 0.45 0.100 5.68

For Connecting passage 1 x 2 4.35 0.45 0.100 0.39

For Toilet Block 1 x 2 16.91 0.45 0.100 1.52

Cross walls 1 x 5 4.66 0.45 0.100 1.05

1 x 2 8.25 0.45 0.100 0.74

1 x 4 1.00 0.45 0.100 0.18

1 x 4 1.31 0.45 0.100 0.24

Under P/B long wall internal 1 X 18 4.66 0.45 0.100 3.77

Below Flooring 1 X 14 4.22 4.88 0.080 4.73

1 x 2 4.88 4.88 0.080 0.78

in Ver 1 x 1 42.10 2.10 0.080 3.37

1 x 2 17.96 2.10 0.080 2.87


1 x 1 16.23 4.88 0.080 1.30

90.75 cum


Sl. No.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Foundation


311891749.xlsGF-Est 110


or say 91.00 cum 3932.55 357862

3

Qty of E.W.E. up to 2M depth ###

(-)Qty of PCC (1:4:8) -90.75

(-) Qty of Footings ###

(-) Qty of Pedastals -8.71

Refilling Required 747.91

Excavated Earth Available 296.08 cum

80% 236.86 cum

Total Refilling 984.77

or say 985.00 cum 20.05 19749

4

Below Flooring 1 X 14 4.22 4.88 0.500 144.16

1 x 2 4.88 4.88 0.500 23.81

in Ver 1 x 1 42.10 2.10 0.500 44.21

1 x 2 17.96 2.10 0.500 37.72


1 x 1 16.23 4.88 0.500 39.60

294.29

or say 294.00 cum 246.25 72398

5

FOOTINGS



for Ver Footing 1 X 14 1.90 1.90 0.40 20.22

###

PEDASTALS

P1 1 X 50 0.40 0.60 0.60 7.20

P2 1 X 14 0.40 0.45 0.60 1.51

8.71

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 31

Useful Excavated Earth Available

Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 310

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings, Pedastal, Plinth beam

311891749.xlsGF-Est 111


PLINTH BEAMS

1 X 3 42.10 0.23 0.450 13.07

2 X 3 20.47 0.23 0.450 12.71

1 X 18 4.66 0.23 0.450 8.68

Connecting passage sides 1 X 2 4.65 0.23 0.450 0.96

1 x 2 16.69 0.23 0.450 3.45

1 x 5 4.88 0.23 0.450 2.53

1 x 2 8.47 0.23 0.300 1.17

1 x 4 1.22 0.23 0.300 0.34

1 x 4 1.53 0.23 0.300 0.42

1 X 18 4.88 0.23 0.300 6.06

49.40

Total Quantity of Footings, Pedastals & Plinth Beam ###

255.00 cum 7671.25 1956169

6

GROUND FLOORColumns

c1 to C 40 1 X 40 0.23 0.40 5.00 18.40

T1 to T10 1 X 10 0.23 0.40 5.00 4.60

c2Ver C 1 to C14 1 X 14 0.23 0.300 5.00 4.83

27.83

28.00 cum 9063.40 253775


311891749.xlsGF-Est 112


7

Ground Floor

D1 1 X 16 1.65 0.23 0.15 0.91

W1 1 X 48 1.35 0.23 0.15 2.24

for cupboards 16 X 3 1.35 0.23 0.15 2.24

5.39 Cu.M.

or say 5.40 Cu.M. 8865.35 47873

8

Ground Floor


2 X 2 4.88 0.23 0.300 1.35

1 x 1 4.26 0.23 0.300 0.29

Main beams 1 x 20 5.34 0.23 0.450 11.05


Toilet Block 2 x 2 3.65 0.23 0.300 1.01

2 x 2 4.12 0.23 0.300 1.14

main beams 1 x 5 5.34 0.23 0.450 2.76

1 x 2 8.47 0.23 0.300 1.17

1 x 4 1.22 0.23 0.300 0.34

1 x 4 1.52 0.23 0.300 0.42


1 x 1 27.31 0.23 0.400 2.51


1 x 1 4.26 0.23 0.400 0.39


36.85 Cu.M.

or say 37.00 Cu.M. 9204.95 340583



311891749.xlsGF-Est 113


9

a) for Slab of 125mm thick


Ded Stair case -1 X 1 4.26 5.11 -21.77

over side rooms 1 x 2 17.96 8.00 287.36



724.79 Sqm

or say 725.00 Sqm 1077.35 781079

10

Staircase I flight 1 X 1 3.85 2.10 8.09

Landing 1 X 1 4.26 2.10 8.95

Staircase II flight 1 X 1 3.85 2.10 8.09

25.13 Sqm

or say 25.50 Sqm 1476.05 37639

11

Ground Floor

Window W1 1 X 32 1.35 0.6 25.92


1 x 2 17.96 0.6 21.55

1 x 1 27.99 0.6 16.79

67.99 Sqm

orsay 68.00 Sqm 752.75 51187


Ground Floor Slab with all round 0.30 proj



311891749.xlsGF-Est 114


12

Ground Floor

for stair case 1 X 22 2.10 0.30 0.075 1.04

1.04 Cum

orsay 2.00 Cum 7855.90 15712

13

For Basement 1 X 20 4.54 0.35 0.60 19.0714 x 2 4.26 0.35 0.60 25.052 x 2 4.88 0.35 0.60 4.101 x 6 1.88 0.35 0.60 2.37

toilet block c passage 1 x 2 4.57 0.35 0.60 1.92toilet block 2 x 2 3.65 0.35 0.60 3.07

2 x 2 4.12 0.35 0.60 3.461 x 5 4.54 0.35 0.60 4.772 x 6 1.22 0.23 0.60 2.021 x 4 1.22 0.23 0.60 0.671 x 4 1.53 0.23 0.60 0.84

67.34 cum 5690.20 383178

Ground Floor

For Basement 1 X 20 4.54 0.23 3.20 66.83

14 x 2 4.26 0.23 3.35 91.91

2 x 2 4.88 0.23 3.20 14.37

above ver beam 1 x 2 1.88 0.23 1.12 0.97

1 x 1 1.88 0.23 3.35 1.45


1 x 3 4.26 0.23 1.12 3.29

1 x 2 6.69 0.23 1.12 3.45

1 x 1 4.26 0.23 3.35 3.28


toilet block 2 x 2 3.65 0.23 3.35 11.25

2 x 2 4.12 0.23 3.35 12.70

1 x 2 4.54 0.23 3.20 6.68

1 x 2 8.93 0.23 2.45 10.06

1 x 7 1.53 0.23 2.45 6.04

1 x 7 1.22 0.23 2.45 4.81

DEDUCTIONS

D1 1 X 16 1.22 0.23 2.10 -9.43

W1 1 X 48 0.90 0.23 1.35 -13.41

ventilators 1 X 32 0.90 0.23 0.30 -1.99

in toilet block 1 x 8 3.00 0.23 0.45 -2.48

221.08 Cu.M.

or say 221.10 Cu.M. 4754.45 1051209

Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps


311891749.xlsGF-Est 115


14

Ground Floor

D1 16 X 6 0.23 0.23 0.15 0.76

W1 48 X 4 0.23 0.23 0.15 1.52

2.280 Cu.M.

or say 3.00 Cu.M. 5356.40 16069

15

Ground Floor ::for foottings 1 X 1 255.00 100 25500

for coloumns 1 X 1 28.00 100 2800

for roof beams 1 X 1 37.00 120 4440

for roof slab of 125mm thick 1 X 1 725.00 0.125 100 9063

1 x 1 25.50 0.150 100 383

for lintals 1 X 1 5.40 80 432

1 X 1 68.00 0.075 80 408

43025

43.03 Mts

or say 44.00 Mts 45215.55 1989484



for Waist slab of 150mm thick


311891749.xlsGF-Est 116


16

Ground Floor- External

a For basement

Back Side Wall 1 X 1 42.10 0.60 25.26

R/L Side Wall 1 X 2 25.81 0.60 30.97

1 x 2 7.52 0.60 9.02

1 x 2 17.96 0.60 21.55

1 x 1 27.99 0.60 16.79

for toilet block 1 x 2 16.81 0.60 20.17

1 x 2 5.46 0.60 6.55


for steps 1 x 1 4.72 1.2 0.30 1.42

1 x 1 4.72 0.9 0.15 0.64

1 x 1 4.72 0.6 0.15 0.42

1 x 1 4.72 0.3 0.15 0.21

138.50

or say 139.00 Sqm 3150.80 43796

b Superstructure

For Walls 1 X 1 42.10 3.65 153.67

1 X 2 25.81 3.65 188.41

1 x 2 7.52 3.65 54.90

1 x 2 17.96 3.65 131.11

1 x 1 27.99 3.65 102.16

1 x 2 16.81 3.65 122.71

1 x 2 5.46 3.65 39.86

1 x 2 4.57 3.65 33.36

2 x 1 17.96 3.65 131.11

2 x 1 18.81 3.65 137.31




1 x 2 1.88 2.13 -8.01





add for passage 1 x 2 4.57 0.23 2.10




3.09

### Sqm 3150.80 325792

Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, screened sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., for Uneven Surfaces of Brick Wall complete for finished item of work. (APSS 901,903 & 904)

311891749.xlsGF-Est 117


17

Ground Floor -Internal

Rooms 1 X 14 18.28 3.65 934.11

1 X 2 19.52 3.65 142.50

1 X 2 5.11 3.65 37.30

inside ver 1 x 2 17.96 - 3.65 131.11

1 x 1 27.99 3.65 102.16



2 x 1 4.57 1.00 9.14

2 x 1 4.57 0.23 2.10

toilet 1 x 1 42.22 3.65 154.10

1 x 1 11.83 2.45 28.98

1 x 1 12.43 2.45 30.45

inside WC 1 x 6 4.88 2.45 71.74

1 x 6 5.50 2.45 80.85

top of walls 1 x 1 11.83 0.23 2.72

1 x 1 12.43 0.23 2.86

deduction for toilets doors 2 x 6 0.75 2.13 -19.17

### Sqm

or say ### Sqm 3464.40 545643


add for toilet connecting passage

311891749.xlsGF-Est 118


18

Ground Floor

rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Stair case 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62


toilets 1 x 1 4.88 16.23 79.20

2 x 1 5.11 1.88 19.21

1 X 32 1.35 0.60 25.92

1 x 2 3.11 0.60 3.73

1 x 2 17.96 0.60 21.55

1 x 1 27.99 0.60 16.79


1 x 2 25.81 0.30 15.49

1 x 2 17.96 0.30 10.78

1 x 1 27.99 0.30 8.40

1 x 2 7.40 0.30 4.44


1 x 2 17.29 0.30 10.37

1 x 2 5.34 0.30 3.20

722.49 Sq.M.

or say 723.00 Sq.M. 1424.60 102999

19

Ground Floor

Class rooms 1 X 14 4.26 4.88 291.04

1 X 2 4.88 4.88 47.63

Staircase 1 X 1 4.26 4.88 20.79

Verandah 1 x 2 17.96 1.88 67.53

1 x 1 27.99 1.88 52.62


2 x 1 5.11 1.88 19.21

a ) Ground Floor- Treads

Stair Case 1 X 21 2.10 0.30 13.23

a ) Mid Landing

Ground floor 1 X 1 4.26 1.52 6.48

527.12 Sq.M.

or say 528.00 Sq.M. 10646.05 562111



311891749.xlsGF-Est 119


20

Ground Floor

rooms 1 X 14 18.28 0.15 38.39

corner rooms 1 X 2 19.52 0.15 5.86


1 X 1 4.26 0.15 0.64

ver 1 x 2 17.96 0.15 5.39

1 x 1 42.10 0.15 6.32

1 X 2 5.11 0.15 1.53



a ) Ground Floor- Risers

Stair Case 1 X 22 2.10 0.15 6.93

65.03 Sqmt

or say 66.00 Sqmt 11082.15 73142

GF 1 x 1 16.23 4.88 79.20


78.00 sqmts 8024.80 62595

1 x 1 42.22 1.53 64.60

WC 1 x 6 4.88 1.37 40.11

For Bath 1 x 6 5.50 1.65 54.45

### sqmts 10309.75 164090

21

Stair case railing 1 X 1 7.29 1.050 7.65

7.65 Sqm

or say 8.00 Sqm 6679.15 5343





311891749.xlsGF-Est 120


22



###

or say ### Sqm 279.30 43990

23

Ground Floor- External


qty vide item no.16 b 138.50

###

or say ### 1314.90 154238

DOORS AND WINDOWS

25

Ground Floor

(D1) 1 X 16 1.22 2.13 41.58

Sqm

or say 41.58 Sqm 7699.00 320106

WINDOWS

26

Ground Floor

Windows 1 X 48 0.91 1.37 59.84



Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)



311891749.xlsGF-Est 121


1 x 8 3.05 0.45 10.98 Sqm 1591.30 17472


21.77 Sqmor say 22.00 Sqm 3500 77000

28


258.11 Sqm259.00 Sqm 974.55 25241

#REF! #REF!

Asst. Engineer, Dy. Executive Engineer, Executive Engineer,TW Bhadrachalam TW SD: Bhadrachalam TW Divn., Bhadrachalam



311891749.xls GA 122

GENERAL ABSTRACT

Sl. No. Description of Item Amount

1 a) #REF!

b) Ground Floor electrification 18049

c) #REF!

2 a) #REF!

b) First Floor electrification 84877

c) Sanitary arrangements 89785

Sub-Total :: #REF!

3 Add VAT 5% #REF!

4 Q,C charges @ 0.50% #REF!

5 1855302

TOTAL :: #REF!

Assistant Engineer Dy. Executive Engineer,TWS: Bhadrachalam TW SD: Bhadrachalam


Additional Rooms ( 16 Nos.) in Ground Floor & Toilet Block

Constructionof Septic Tank (200 users) & sanitary arrangements

Additional Rooms ( 16 Nos.) in First Floor & Toilet Block

L.S. Provision for Price Escalation and Flctuation of rates and Rounding off

1

Door Size : 1.05 x 1.98 1.05 1.98 2.08 Sqm.

a Door Frame - Horizontal 1 1.05 0.10 0.075 0.008 cumVertical 1 1.98 0.10 0.075 0.015 cum

0.0230 cumSay 0.0230 Cum

b Door shutter : Plain Particle Board: Exterior Grade - 35mm thickHorizontal x Vertical 2 0.53 1.98 2.079 Sqm

2.08 SqmSay 2.08

A B S T R A C T

Description Qty. Rate/Per Amount

1 Door frame (Medium Teak wood) 0.02 Cum 76280.00 Cum 1754.44

2 2.08 Sqm 1034.00 sqm 2150.72

3 Hard ware fixturesa Hold fast 6 Nos. 49.00 Each 294.00b MSPC Butt Hinges 150mm 6 Nos. 43.00 Each 258.00c MSPC Handles 150mm 4 Nos. 49.00 Each 196.00d MSPC Tower Bold 300mm long 2 No. 90.00 Each 180.00e MSPC Aldrop 300mm 2 Nos. 176.00 Each 352.00

4(a) 200.00

4(b) 2.08 Sq.m 230.00 Sqm 478.40

5 25% 678.40 169.60

6 LS for screws LS 20.006053.16

7 14% 847.44

6900.60Rate per Each 7748.04

Supply and fixing of Door size 1.05 x 1.98 M Double Leaf with Door Frame of Medium Teak wood Section 100 mm x 75 mm and shutter of Plain Particle Board: Exterior Grade - 35mm thick, Hardware fixtures ie., MSPC Butt Hinges 150mm Long 6 nos, MSPC Handles 150 mm Long 2 Nos MSPC Tower Bolt 300mm long 1 Nos,MSPC Aldrop 300 mm long 1 no, MS Hold Fast 6 Nos including Including Labour charges for making of door, fixing of fixtures etc., and cost and conveyance of all materials to site, taxes extra for finished item of work.

Sl. No.

Plain Particle Board: Exterior Grade - 35mm thick(BMT-K-14)

Labour charges for making of door frame

Labour charges for fixing Plain Particle Board: Exterior Grade of any thickness to the existing door frame including fixing the fixtures to the door shutter excluding cost of shutter

Agency Allowance on fixing charges (4(a) +(b))

Over heads & Contractors profit @ 14%

2

Window Size : 0.90 1.20 1.08 Sqm.

a Window Frame - Medium Teak woodHorizontal 2.00 0.90 0.10 0.075 0.014 cumVertical 2.00 1.20 0.10 0.075 0.018 cum

0.0315 cumSay 0.0315 Cum

b Window shutter : Medium Teak woodfor one shutterHorizontal 2.00 0.45 0.10 0.032 0.0029 cumVertical 2.00 0.60 0.10 0.032 0.0038 cum

0.007 cumFor Four shutters 4.00 0.007 0.027

Say 0.027 cumc

for one shutterHorizontal x vertical 0.19 0.46 0.0874 Sqm

Say 0.09 SqmFor Four shutters 4.00 0.09 0.36 Sqm

d Safety bars 12mm square rods

Horizontal 10.00 0.90 9.00 Rmt

Eq. weight - 0.89 Kg/RmtTotal Weight 0.89 9 8.01 Kgs

A B S T R A C T

Description Qty. Rate/Per Amount

1 0.0315 cum 76280.00 Cum 2402.82

2 0.027 cum 76280.00 Cum 2050.41

3 0.36 Sqm 363.00 sqm 130.68

4 Safety bars 12mm square rods 8.01 Kgs 40.00 Kgs 320.405 Hard weare fixtures

a MS Hold fast 4 Nos. 49.00 Each 196.00b MSPC Butt Hinges 100mm 8 Nos. 22.00 Each 176.00c MSPC Handles 125mm 4 Nos. 33.00 Each 132.00d MSPC Tower Bolt 150mm long 4 No. 37.00 Each 148.00e Delux window stay alluminium 4 Nos. 140.00 Each 560.00

6(a) 199.00

6(b) 1.87 Sq.m 230.00 Sqm 430.10

7 25% 629.10 251.64

8 LS for screws LS 20.007017.05

9 982.39

7999.44Rate per Each 8000.00

Assistant Engineer Deputy Executive Engineer Executive EngineerTW: Manuguru TWSD: Palvancha TWD: Bhadrachalam

Superintending Engineer


Medium fiber board exterior both sides laminated 12mm thick for Planks

Sl. No.

Window frame (Medium Teak wood)

Window shutter frame , Medium Teak wood

Plain Particle Board: Exterior Grade - 12mm thick(BMT-K-10

Labour charges for making of window frame

Labour charges for fixing Plain Particle Board: Exterior Grade of any thickness to the existing window frame including fixing the fixtures to the window shutter excluding cost of shutter

Agency Allowance on fixing charges (4(a) +(b))

Over heads & Contractors profit @ 14%

Tribal Welfare, Warangal

GENERAL ABSTRACT

S No. Description of Item Estimate

1 CONSTRUCTION OF COMPOUND WALL 1282077.00

2 ELECTRIFICATION 0.00

3 0.00

SUB ESTIMATE FOR MS GATE 60000.00

Sub-Total :: 1342077.00

4 Add VAT 5% 67104.00

5 Q.C Charges @ 0.5% 6710.00

6

7

TOTAL :: 1415891.00


SUB ESTIMATE FOR WATER SUPPLY TO TOILETS

Drilling of Bore Well with 2.00HP Submersible Motor LS

LS for Unforeseen Iteams Such as Provision for MS Gate

Procg. No.G1/4086/2015, Dt:26-09-2015 of Commissioner of TW, TS, Hyd

Name of Work Grant

2 - Kitchen Cum Dining

484109.00

Estimate Cost Rs. In Lakhs


Description of Item Nos.Measurements

Qty. Rate Unit AmountL B D

1 2 3 4 5 6 7 8 9 10

1

Qty VP No: 1 of MB No: 6671/C/TW

East Side 1 x 18 0.90 0.90 0.90 13.12

North Side 1 x 22 0.90 0.90 0.90 16.04

West Side Retaining Wall 1 x 1 32.60 0.75 0.75 18.34

South Side 1 x 8 0.90 0.90 0.90 5.83


East Side Plinth Beam 1 x 14 1.90 0.35 0.10 0.93




1 x 12 1.90 0.35 0.10 0.80

1 x 1 1.20 0.35 0.10 0.04

1 x 1 0.90 0.35 0.10 0.03

1 x 2 1.70 0.35 0.10 0.12

1 x 1 3.00 0.35 0.10 0.11

1 x 1 1.70 0.35 0.10 0.06

1 x 1 0.30 0.35 0.10 0.01


1 x 2 1.60 0.35 0.10 0.11

1 x 6 1.90 0.35 0.10 0.40

1 x 1 1.30 0.35 0.10 0.05

1 x 1 0.90 0.35 0.10 0.03


East Side 1 x 2 0.90 0.90 0.90 1.46

South Side 1 x 13 0.90 0.90 0.90 9.48


1 x 2 1.90 0.35 0.10 0.13


S No.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seigniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering etc. complete for finished item of work as per SS - 20 B (APSS 308). for Building Foundation

North Side Plinth Beam in between columnsNorth Side Plinth Beam in between columnsNorth Side Plinth Beam in between columnsNorth Side Plinth Beam in between columnsNorth Side Plinth Beam in between columnsNorth Side Plinth Beam in between columnsNorth Side Plinth Beam in between columns

North Side Plinth Beam in between columns

South Side Plinth Beam in between columnsSouth Side Plinth Beam in between columnsSouth Side Plinth Beam in between columns

East Side Plinth Beam in between Column

1 x 101.90

0.35 0.10 0.67

1 x 1 1.10 0.35 0.10 0.04

1 x 1 1.10 0.35 0.10 0.04

1 x 1 1.10 0.35 0.10 0.04

68.07 266.00 1 Cum 18107.00

2


East Side 1 x 18 0.90 0.90 0.15 2.19

North Side 1 x 22 0.90 0.90 0.15 2.67




South Side 1 x 8 0.90 0.90 0.15 0.97


1 x 14 2.80 0.35 0.075 1.03

1 x 2 2.20 0.35 0.075 0.12

1 x 1 1.75 0.35 0.075 0.05

1 x 1 2.90 0.35 0.075 0.08

1 x 12 2.80 0.35 0.075 0.88

1 x 1 2.10 0.35 0.075 0.06

1 x 1 1.80 0.35 0.075 0.05

1 x 2 2.60 0.35 0.075 0.14

1 x 1 3.90 0.35 0.075 0.10

1 x 1 2.60 0.35 0.075 0.07

1 x 1 1.20 0.35 0.075 0.03

1 x 2 2.50 0.35 0.075 0.13

1 x 6 2.80 0.35 0.075 0.44

South Side Plinth Beam in between Column

Plain Cement Concrete (1:5:10) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Levelling Course and Flooring Bed

East Side in between Column

East Side in between ColumnEast Side in between ColumnNorth Side in between ColumnNorth Side in between ColumnNorth Side in between ColumnNorth Side in between ColumnNorth Side in between ColumnNorth Side in between Column

North Side in between columnsNorth Side in between columns

North Side in between columns

South Side in between columns

1 x 1 2.20 0.35 0.075 0.06

1 x 1 1.80 0.35 0.075 0.05


East Side 1 x 2 0.90 0.90 0.15 0.24

South Side 1 x 13 0.90 0.90 0.15 1.58


1 x 2 2.80 0.35 0.075 0.15

1 x 102.80

0.35 0.075 0.74

1 x 1 2.00 0.35 0.075 0.05

1 x 1 2.00 0.35 0.075 0.05

1 x 1 2.80 0.35 0.075 0.07

15.67 4176.35 1 Cum 65443.00


East Side 1 x 1 23.20 0.30 0.050 0.35

East Side 1 x 1 6.45 0.30 0.050 0.10

East Side 1 x 1 24.30 0.30 0.050 0.36

East Side 1 x 1 5.85 0.30 0.050 0.09

North Side 1 x 1 18.20 0.30 0.050 0.27

North Side 1 x 1 23.25 0.30 0.050 0.35

North Side 1 x 1 5.50 0.30 0.050 0.08

North Side 1 x 1 4.00 0.30 0.050 0.06

North Side 1 x 1 4.30 0.30 0.050 0.06


North Side 1 x 1 5.65 0.30 0.050 0.08

West Side 1 x 1 32.60 0.30 0.050 0.49

South Side 1 x 1 4.65 0.30 0.050 0.07

South Side 1 x 1 18.20 0.30 0.050 0.27

South Side 1 x 1 32.50 0.30 0.050 0.49



East Side Plinth Beam in between Column

South Side Plinth Beam in between Column


South Side 1 x 1 5.40 0.30 0.050 0.08

Deduct Gate Port -1 x 1 1.20 0.30 0.050 -0.02

3.18 5356.40 1 Cum 17033.00





Deduct Column Port -1 x 4 0.23 0.23 0.600 -0.13

11.61 6262.52 1 Cum 72708.00

A for FOOTINGS


3 For East Side 1 x 18 0.90 0.90 0.225 3.28

For North Side 1 x 22 0.90 0.90 0.225 4.01

For West Side 1 x 4 0.75 0.75 0.225 0.51

For South Side 1 x 8 0.90 0.90 0.225 1.46


For East Side 1 x 2 0.90 0.90 0.225 0.36

For South Side 1 x 11 0.90 0.90 0.225 2.00

1 x 2 0.90 0.90 0.300 0.49

12.11 9117.00 1 Cum 110407.00

B for PLINTH BEAM


1 x 1 23.20 0.23 0.30 1.60

1 x 1 6.45 0.23 0.30 0.45

1 x 1 24.30 0.23 0.30 1.68

1 x 1 18.20 0.23 0.30 1.26

PCC (1:3:6) using 60% of 40mm HBG metal and 40% 0f 20mm HBG machine crushed metal including cost and conveyance of all materials, centering charges, labour charges and curing fo Side Walls


For South Side Gate Pillar

For Plinth Beam East SideFor Plinth Beam East SideFor Plinth Beam East SideFor Plinth Beam North Side

1 x 1 23.25 0.23 0.30 1.60

1 x 1 5.50 0.23 0.30 0.38

1 x 1 4.00 0.23 0.30 0.28

1 x 1 4.30 0.23 0.30 0.30

1 x 1 5.65 0.23 0.30 0.39

For West Side 1 x 1 32.60 0.23 0.30 2.25


For South Side 1 x 1 4.65 0.23 0.30 0.32

For West Side 1 x 1 18.20 0.23 0.30 1.26


1 x 1 5.85 0.23 0.30 0.40

1 x 1 32.50 0.23 0.30 2.24

1 x 1 5.40 0.23 0.30 0.37

14.78 11212.35 1 Cum 165719.00

C for Column


1 x 8 0.23 0.23 0.40 0.17

1 x 12 0.23 0.23 0.40 0.25

1 x 6 0.23 0.23 0.30 0.10

1 x 16 0.23 0.23 0.40 0.34

1 x 6 0.23 0.23 0.30 0.10

1 x 4 0.23 0.23 0.35 0.07


Column East Side 1 x 8 0.23 0.23 1.80 0.76



Column North Side 1 x 15 0.23 0.23 1.80 1.43




Column West Side 1 x 13 0.23 0.23 1.80 1.24

Column South Side 1 x 2 0.23 0.23 1.80 0.19

Column South Side 1 x 6 0.23 0.23 1.80 0.57

For Plinth Beam North Side





For Plinth Beam East SideFor Plinth Beam South SideFor Plinth Beam South Side

Column up to GL South Side

Column up to GL EastSide

Column up to GL EastSide

Column up to GL North Side

Column up to GL North Side

Column up to GL West Side


For East Side 1 x 2 0.23 0.23 0.400 0.04

For South Side 1 x 2 0.23 0.23 0.300 0.03

1 x 2 0.35 0.35 0.400 0.10

For South Side 1 x 9 0.23 0.23 0.400 0.19


For Column East Side 1 x 2 0.23 0.23 1.950 0.21

For Column East Rear Side 1 x 18 0.23 0.23 0.150 0.14

1 x 16 0.23 0.23 0.150 0.13

1 x 6 0.23 0.23 0.300 0.10

1 x 13 0.23 0.23 0.150 0.10


For Column South Side 1 x 8 0.23 0.23 0.150 0.06

For Column South Side 1 x 11 0.23 0.23 1.950 1.13

1 x 2 0.35 0.35 1.950 0.48

9.55 10618.45 1 Cum 101406.00


Earth work excavation 68.07

5 Deductions:

PCC 1:5:10 Qty -15.67

Footings Qty -12.11

Columns Qty Vide -1.0339.26 20.05 1 Cum 787.00

Toilet 0 x 16 1.20 1.20 0.50 0.00

6 0.00 246.25 1 Cum 0.00

For South Side Gate Pillar

For Column Narth Side Raising

For Column Narth Side Raising

For Column West Side Raising

For Column South Side Gate Pillar




1 x 14 2.80 0.15 1.80 10.58

1 x 2 2.20 0.15 1.80 1.19

1 x 1 1.75 0.15 1.80 0.47

1 x 1 2.90 0.15 1.80 0.78

1 x 12 2.80 0.15 1.80 9.07

1 x 1 2.10 0.15 1.80 0.57

1 x 1 1.80 0.15 1.80 0.49

1 x 2 2.60 0.15 1.80 1.40

1 x 1 3.90 0.15 1.80 1.05


1 x 1 2.60 0.15 1.80 0.70

1 x 1 1.20 0.15 1.80 0.32

1 x 2 2.50 0.15 1.80 1.35

1 x 1 0.15 1.80 0.27

1 x 12 2.80 0.15 1.80 9.07

1 x 6 2.80 0.15 1.80 4.54

1 x 1 2.20 0.15 1.80 0.59

1 x 1 1.80 0.15 1.80 0.49


1 x 2 2.80 0.15 1.95 1.64

1 x 14 2.80 0.15 0.15 0.88

1 x 2 2.20 0.15 0.15 0.10

1 x 1 1.75 0.15 0.15 0.04

1 x 1 2.90 0.15 0.15 0.07

1 x 8 2.80 0.15 0.25 0.84

Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.

Est Side in between Column




North Side in between Column





North Side in between ColumnNorth Side in between ColumnNorth Side in between ColumnWest Side in between Column

(1.20+0.90)/2

West Side in between ColumnSouth Side in between ColumnSouth Side in between ColumnSouth Side in between Column


Est Side in between Column Raising

Est Side in between Column RaisingEst Side in between Column RaisingEst Side in between Column RaisingNarth Side in between Column Raising

1 x 4 2.80 0.15 0.30 0.50

1 x 1 2.10 0.15 0.30 0.09

1 x 1 1.80 0.15 0.30 0.08


1 x 2 2.60 0.25 0.15 0.20

1 x 1 3.90 0.15 0.15 0.09

1 x 1 2.60 0.15 0.15 0.06

1 x 1 1.20 0.15 0.15 0.03

1 x 2 2.50 0.15 0.15 0.11

1 x 1 0.90 0.15 0.15 0.02

1 x 12 2.80 0.15 0.15 0.76

1 x 1 4.80 0.15 1.00 0.72

1 x 6 2.80 0.15 0.25 0.63

1 x 1 2.20 0.15 0.25 0.08

1 x 1 1.80 0.15 0.15 0.04

1 x 11 2.80 0.15 1.90 8.78

1 x 1 2.00 0.15 1.95 0.59


1 x 1 2.00 0.15 1.95 0.59

Deduct Gate Portation -1 x 1 1.20 0.15 1.95 -0.35

59.52 5901.95 1 Cum 351284.00

Qty VP No: 3 of MB No: 6671/C/TW 0.906




2.646 57935.55 1 MT 153297.00

0 x 1 5.64 0.90 0.00

Narth Side in between Column RaisingNarth Side in between Column RaisingNarth Side in between Column Raising

Narth Side in between Column RaisingNarth Side in between Column RaisingNarth Side in between Column RaisingNarth Side in between Column RaisingNarth Side in between Column RaisingWest Side in between Column RaisingWest Side in between Column RaisingWest Side in between Column RaisingSouth Side in between Column RaisingSouth Side in between Column RaisingSouth Side in between Column RaisingSouth Side in between Column RaisingSouth Side in between Column Raising

South Side in between Column Raising


Ellies pattern flooring with CC(1:4:8)pro 80mm th with 40mm HG M/C metal and CC(i:2:4)pro 40mm th with 20mm HG M/C metal and neatcement finishing i/c c/c of all materials and labour charges etc

8 0.00 5550.69 10 Sqm 0.00

East Side 1 x 1 23.20 1.95 45.24

East Side 1 x 1 6.45 1.95 12.58

East Side 1 x 1 30.15 1.95 58.79

Narth Side 1 x 1 18.20 1.95 35.49

Narth Side 1 x 1 16.50 2.10 34.65

Narth Side 1 x 1 6.75 1.95 13.16

Narth Side 1 x 1 4.00 1.95 7.80

Narth Side 1 x 1 4.30 1.95 8.39

Narth Side 1 x 1 5.65 1.95 11.02


West Side 1 x 1 32.60 1.95 63.57

South Side 1 x 1 4.65 1.95 9.07

South Side 1 x 1 18.20 1.95 35.49

South Side 1 x 1 32.50 1.95 63.38

South Side 1 x 1 5.40 1.95 10.53

-1 x 1 1.20 1.95 -2.34

406.82 297.20 10 Sqm 12091.00


East Side 1 x 1 23.20 1.95 45.24

East Side 1 x 1 6.45 1.95 12.58

East Side 1 x 1 30.15 1.95 58.79

Narth Side 1 x 1 18.20 1.95 35.49

Narth Side 1 x 1 16.50 2.10 34.65

Narth Side 1 x 1 6.75 1.95 13.16

Narth Side 1 x 1 4.00 1.95 7.80

Narth Side 1 x 1 4.30 1.95 8.39

Narth Side 1 x 1 5.65 1.95 11.02


West Side 1 x 1 32.60 1.95 63.57

South Side 1 x 1 4.65 1.95 9.07

South Side 1 x 1 18.20 1.95 35.49

South Side 1 x 1 32.50 1.95 63.38

South Side 1 x 1 5.40 1.95 10.53

-1 x 1 1.20 1.95 -2.34

White washing SIngle coats with paint grade white lime for wash or equivalent quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work in all floors for walls

Deduct Gate


Deduct Gate

406.82 1432.00 10 Sqm 58257.00


East Side 1 x 1 23.20 1.95 45.24

East Side 1 x 1 6.45 1.95 12.58

North Side 1 x 1 18.20 1.95 35.49

North Side 1 x 1 16.50 2.10 34.65

North Side 1 x 1 6.75 1.95 13.16

North Side 1 x 1 4.00 1.95 7.80

North Side 1 x 1 4.30 1.95 8.39

North Side 1 x 1 5.65 1.95 11.02

West Side 1 x 1 32.60 1.95 63.57


South Side 1 x 1 4.65 1.95 9.07

South Side 1 x 1 18.20 1.95 35.49

South Side 1 x 1 32.50 1.95 63.38

South Side 1 x 1 5.40 1.95 10.53

Deduct Column Port -1 x 1 1.20 1.95 -2.34

348.03 3150.80 10 Sqm 109657.00

East Side 1 x 1 23.20 1.95 45.24

East Side 1 x 1 6.45 1.95 12.58

North Side 1 x 1 18.20 1.95 35.49

North Side 1 x 1 16.50 2.10 34.65

North Side 1 x 1 6.75 1.95 13.16

North Side 1 x 1 4.00 1.95 7.80

North Side 1 x 1 4.30 1.95 8.39

North Side 1 x 1 5.65 1.95 11.02

West Side 1 x 1 32.60 1.95 63.57



Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911

South Side 1 x 1 4.65 1.95 9.07

South Side 1 x 1 18.20 1.95 35.49

South Side 1 x 1 32.50 1.95 63.38

South Side 1 x 1 5.40 1.95 10.53

Deduct Column Port -1 x 1 1.20 1.95 -2.34

348.03 1318.30 10 Sqm 45881.00

LS For U/F Iteams

SUB TOTAL :: 1282077.00

Assistant Engineer, Dy. Executive Engineer,

TWS-Bhadrachalam. TWSD-Bhadrachalam.

No's L B D/H Quantity UNIT Rate Amount

1 2 3 4 5 6 7 8 9 101

For Footings 1 X 3 0.90 0.90 0.90 2.19

For Wash Area 1 X 1 3.00 0.30 0.60 0.54

Drain 1 X 1 15.00 0.30 0.30 1.35

4.08 Cum 247.70 1011.00

2

For Footings 1 X 3 0.90 0.90 0.10 0.24

For Wash Area 1 X 1 3.00 0.30 0.10 0.09

Drain 1 X 2 15.00 0.30 0.10 0.90

1.23 Cum 3268.95 4021

3

E/W/E - PCC+Fottings+Column

9.98 Cum 20.05 200

4

Basement filing 1 X 3 0.9 0.9 0.6 1.46

1.46 Cum 246.25 359

5

FOOTINGS

for Footing F1 1 X 3 0.90 0.90 0.200 0.49

0.49 Cum 7671.25 3728

NAME OF THE WORK: CONSTRUCTION OF KITCHEN SHED AND UTENCIL CLEANING PLATFORM AT SAMMAKKA SARALAMMA FUNCTIONAL HALL AT BHADRACHALAM (V&M)

Sl. No.

DESCRIPTION OF ITEM





Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings


1 2 3 4 5 6 7 8 9 10

Sl. No.

DESCRIPTION OF ITEM

6

1 X 3 0.23 0.23 2.50 0.40

0.40 Cum 9063.40 3596.00

7

For Long Wall 1 x 2 3.00 0.23 0.70 0.97

For Cross Wall 1 x 2 2.54 0.23 0.70 0.82

Drain 1 X 2 15.00 0.10 0.30 0.90

2.69 Cum 4754.45 12789.00

8

0.025 Mts

0.025 Mts 45215.55 1130

9

For Long Wall 1 x 2 3.00 0.40 2.40

For Cross Wall 1 x 2 2.54 0.40 2.03

Drain 1 X 1 15.00 0.30 4.50

For Columns Alround 1 X 3 2.50 0.92 6.9015.83 10 Sqm 3464.40 5485


Brick Masonry in superstructure with CM (1:8) prop: using second class bricks of size 23 x 11 x 7 Cm from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work.




1 2 3 4 5 6 7 8 9 10

Sl. No.

DESCRIPTION OF ITEM

10

MS Pipe 40mm dia 1 X 5 10.67 53.35

350.00 Kg 65.00 22750.00

11

MS Pipe 50mm dia 1 X 3 4.57 13.71

85.00 Kg 65.00 5525.00

12

1 x 1 10.67 4.57 48.76

48.76 Sqm 515.47 25135

13

1 x 1 3.00 3.00 9.00

9.00 5055.52 4550.00

14 Jungle Clearance Cleaning of open place including all Charges etc, complete 9721.00

Total : 100000.00

Asst Engineer Dy Exe Engineer Exe Engineer

TW Bhadrachalam TW SD, Bhadrachalam TW Div-Bhadrachalam.

Supply and Delivary of MS 40mm dia Medium weight pipes including all material to site, all labour charges and fixing in position for etc, complete for finished iteam of work

Supply and Delivary of MS 50mm dia Medium weight pipes including all material to site, all labour charges and fixing in position for etc, complete for finished iteam of work

Roofing with Galvanized Trapezoidal profile roofing sheet with 0.50 mm thick fixed with G.I‘J’bolts & nuts 8mm dia with bitumen & G.I limpet washers filled with white lead & including acoatof approved steel primer and two coats of approved paint on over lapping of sheets complete (uptoapitchof600) and seigniorage charges,etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials.

Ellispattern flooring with CC(1:5:10) using 40mm HBG metal of 80mm thick and top with CC(1:2:4) using 20 mm HBG metal of 40mm thick and top finish with CM(1:3) of 0.07 cum/10 sqm and cement slurry 3.30 kg/10 sqm including cost and conveyance of all materials of all materials etc., complete.

10 Sqm

Description of Item Nos.Measurements

Qty. Rate Unit AmountL B D

1 2 3 4 5 6 7 8 9 10

1

For Urinal 1 x 3 - - - 3.003.00 112.00 1 Each 336.00

2

1 x 10 - - - 10.0010.00 384.33 1 Rmt 3843.00

3

1 x 4 - - - 4.004.00 4186.10 1 Each 16744.00

4

For Toilts 1 x 6 - - - 6.006.00 258.00 1 Each 1548.00

5

1 x 1 1000.00 - - ###### 6.85 1 Litre 6850.00

6

1 x 1 100.00 - - 100.00100.00 212.00 1 Rmt 21200.00

7

1 x 10 - - - 10.0010.00 35.50 1 Each 355.00

8

NAME OF THE WORK : PROVIDING SANITARY & WATER SUPPLY AND DRAINAGE FACILITIES TO TOILET BLOCK AT STREE SHAKTHI BUILDING AT BHADRACHALAM (V&M)

S No.

Supplying & fixing SWR Nahani traps 1st quality including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. (APSS No 1326) for All Floors.

Supplying and fixing of 160 mm dia 3.00Mts Double Socket PVC/SWR PIPE 4.00 Kg/cm2 including cost and conveyance of all materials and labour charges , etc, complete for finished item of work for all floors.

Constructing 457.2mm x 457.2mm ( 1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'-0") and fitted with light weight 457.2mm x 457.2mm ( 1'-6" x 1'-6") C.I. frame and cover of 20Kg. including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work.

Supplying & Fixing 12.7mm N.P bib tap Indian make 300 grams Seiko / Nice/ Senior or equivalent including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for All Floors.

Providing RCC Storage Tank with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks

Supplying and fixing 1" dia CPVC pipe including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

SSupplying and fixing 1" dia CPVC Elbow including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

Supplying and fixing 1" dia CPVC "T" Bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

1 x 10 - - - 10.0010.00 43.00 1 Each 430.00

9

1 x 15 - - - 15.0015.00 29.50 1 Each 443.00

10

1 x 12 - - - 12.0012.00 38.50 1 Each 462.00

11

1 x 5 - - - 5.005.00 288.00 1 Each 1440.00

12

1 x 4 - - - 4.004.00 180.00 1 Each 720.00

SUB TOTAL :: 54371.00

Supplying and fixing 1" dia CPVC MTA including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

Supplying and fixing 1" dia CPVC FTA including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

Supplying and fixing 1" dia CPVC Ball Valve including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

Supplying and fixing 1" dia CPVC Tank Nipple including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work

L E A D C H A R T


AS PER SCHEDULE OF RATES FOR BUILDINGS / IRRIGATION FOR THE YEAR 2015 - 2016

25% Allowance

Description Index code Total Unit per Remarks

1 2 3 4 5 6 7 8 9 10 11 12 13

1 Coarse Sand for Mortar Gommuru 7.00 68.07 560.00 0.00 628.07 Cum.

2 Coarse Sand for filling Gommuru 7.00 68.07 560.00 0.00 628.07 Cum.

3 Fine sand (screened) Gommuru 7.00 68.07 760.00 0.00 828.07 Cum.

4 Gravel Local 10.00 101.19 103.00 0.00 204.19 Cum.

5 Local 10.00 101.19 252.00 0.00 353.19 Cum.

6 Thoggudem 28.00 299.91 735.00 0.00 1034.91 Cum.

7 Thoggudem 28.00 299.91 935.00 0.00 1234.91 Cum.

8 Thoggudem 28.00 299.91 1097.00 0.00 1396.91 Cum.

Sl. No.

Source of Material

Lead in Km

Conveyance Charges

Initial Cost excluding

Seigionarage Charges

Loading Charges (Manual means)

Unloading Charges

(Mechanical means)

Agency Allowance on Loading & Unloading

manual means

27 Pg. No. 22

27 Pg. No. 22

28 Pg. No. 22

M008 Pg. No. 32

Intial rate including loading charges

R.R. Stone(Granite, Dolamite &Trap variety)

M148 Pg. No. 42

6mm M/c HBG Metal Nominal size

M 050 Pg. No. 34


M 051 Pg. No. 34

13.2/12.5mm M/c HBG Metal Nominal size

M 052Pg. No. 34

9 Thoggudem 28.00 299.91 1365.00 0.00 1664.91 Cum.

9 Thoggudem 28.00 299.91 1313.00 0.00 1612.91 Cum.

10 Thoggudem 28.00 299.91 845.00 0.00 1144.91 Cum.

11 TBSC-A.I-01 Gondigudem 30.00 517.42 5000.00 46.10 46.10 23.05 5632.67

12 TBSC-B.I-08 550.00 1877.60 3860.00 33.40 16.75 12.54 5800.29 10 Sqm.

13 TBSC-B.III-01 Khammam 125.00 290.43 31830.00 33.40 16.75 12.54 32183.12 10 Sqm.

14 TBSC-B.I-03 Tandur 500.00 1127.60 1650.00 33.40 16.75 12.54 2840.29 10Sqm.

15 TBSC-B.I-02 Tandur 500.00 2733.56 1240.00 33.40 16.75 12.54 4036.25 10Sqm.

16 TBSC-B.I-06 Kadapa 750.00 1532.46 1380.00 33.40 16.75 12.54 2975.15 10Sqm.

17 At Site 0.00 6100.00 0.00 55.40 13.85 6169.25 M.T

18 At Site 0.00 42000.00 0.00 66.30 16.58 42082.88 M.T -do-

19 At Site 0.00 34000.00 0.00 66.30 16.58 34082.88 M.T -do-

20 At Site 0.00 40000.00 0.00 66.30 16.58 40082.88 M.T -do-


M 053Pg. No. 34


M 054Pg. No. 34


M 055Pg. No. 35

2nd Class Bricks of size 23x11x7cm

1000 Nos

Loading & Unloading Manual means

Polished Bethamcherla coloured stone minimum 25 mm thick (0.254M x0.254M)

Betham Cherla


High Polished Granite Slabs 16 to 18mm thick upto 8'-0" (2.43 Mts)

Polished Shahabad (Tandur Blue) stones of 15 to 18mm thick (0.457M x0.304M)


Shahabad/Tandur/Rough stone slabs minimum 40mm thick

Polished Kadapa Slab of 15mm thick

Ordinary Portland Cement 43 Grade

Unloading Manual means

Mild Steel Bars (Fe 250) for 6mm

High Yield Strength Deformed Bars (Fe 415) for 8mm to 40mm dia

Mild Steel, Structural steel, I,e, Angles, Channels & I-Sections

21 M.S. Plates At Site 0.00 41000.00 0.00 66.30 16.58 41082.88 M.T -do-

CERTIFICATES:-

1 Certified that the above leads are true and correct to the best of my knowledge

2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal

3 Certified that the 40mm, 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing

4 Certified that the work spot falls within the limits of Agency area. Hence 25 % on labour is proposed and the same may be allowed.

5 Certified that mandal average leads are adopted for this work.

GRADED METAL OF 20mm for Concrete Work GRADED METAL for Granolithic Work

6mm 10% 1034.91 103.49 6mm 20% 1034.91 206.9810mm 15% 1234.91 185.24 10mm 20% 1234.91 246.9812mm 15% 1396.91 209.54 12mm 60% 1396.91 838.1520mm 60% 1664.91 998.95 1292.11

1497.22

Mason 1st Class 415.00 415.00Mason 2nd Class 370.00 370.00Man Mazdoor 310.00 310.00Woman Mazdoor 310.00 310.00Painter Class - 1 480.00 480.00Painter Class - 2 370.00 370.00

Asst. Engineer, Dy. Executive Engineer, Executive Engineer, Superintending EngineerTW Bhadrachalam TW SD, Bhadrachalam TW Divn., Bhadrachalam Tribal Welfare, Warangal

Note :- Rates of CEMENT and STEEL for the Month of August 2015 Vide GO.No. G.O.RT.No. 453 Dated: 18.09.2015

148

13.615%

Unit Qty Rate Per Amount

A Cement Mortar(1:2)

Unit : CumA. MaterialsCement Kg 720.00 6169.25 MT 4441.86Sand (Including 5% Wastage) Cum 1.05 628.07 Cum 659.47B.LabourMan mazdoor for mixing mortar Day 0.20 310.00 Day 62.00Add Agency Allowance 25% 62.00 15.50Grand Total 5178.83

B Cement Mortar(1:3)


C Cement Mortar(1:4)


D Cement Mortar(1:5)


E Cement Mortar(1:6)



DATAS AS PER A.P.REVISED STANDARD DATA FOR BUILDINGS - PART-III VIDE G.O.MS.NO.49, I&CAD (PW: Reforms) Department dt.02-03-2009

WITH SCHEDULE OF RATES FOR BUILDING / IRRIGATION WORKS FOR THE YEAR 2015 - 2016

BLDCSTN - 1-3

Page - 14

BLDCSTN - 1-4

Page - 14

BLDCSTN - 1-5

Page - 15

BLDCSTN - 1-6

Page - 15

BLDCSTN - 1-7

Page - 15

149

F Cement Mortar(1:8)


1

Orinary soil - Manual means upto 3mts. DeptsUnit : CumTaking output = 10 Cuma.LabourMate Day 0 0.00 Day 0.00Mazdoor(Unskilled) Day 3.64 310.00 Day 1128.40Add 75% for building foundation 846.30Add Agency Allowance 25% 1128.40 282.10

Sub-Total :: 2256.8013.615% 2256.80 0.00

c) Seigniorage charges cum 10 22.00 cum 220.00Cost for 10 Cum = a+b 2476.80Rate per Cum = a+b/10 247.68Rate per Cum 247.70

2

Orinary soil - Manual means upto 3mts. DeptsUnit : CumTaking output = 10 Cuma.LabourMate Day 0 0.00 Day 0.00Mazdoor(Unskilled) Day 3.64 310.00 Day 1128.40Add Agency Allowance 25% 1128.40 282.10

Sub-Total :: 1410.5013.615% 1410.50 192.04

c) Seigniorage charges cum 10 22.00 cum 220.00Cost for 10 Cum = a+b 1822.54Rate per Cum = a+b/10 182.25Rate per Cum 182.30

3

Unit :CumTaking output = 6 cuma.LabourMate Day 0.00 0.00 Day 0.00Mazdoor(Unskilled) Day 0.31 310.00 Day 96.10Add Agency Allowance 25% 96.10 24.03

120.1313.615% 120.13 0.00

Cost for 6 Cum = (a+b) 120.13Rate per cum = a+b/6 20.02Rate per cum 20.05

BLDCSTN - 1-8

Page - 15

BLDCSTN - 2-1

Page - 16


b) Add 13.615 % Overhead& Contractors profit on (a+b)

BLDCSTN - 2-1

Page - 16

Earth work excavation for Septic tank and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, seniorage charges, labour charges such as shoring ,sheeting, planking, strutting, dewatering and back filling etc. for finished item of work as per SS - 20 B (APSS 308).

b) Add 13.615 % Overhead& Contractors profit on (a+b)

BLDCSTN - 2-8

Page - 18


b) Add 13.615 % Overhead& Contracorst profit on a

150

4

Unit :6 Cuma.LabourMate Day 0.00 0.00 Day 0.00Mazdoor(Unskilled) Day 0.31 310.00 Day 96.10Add Agency Allowance 25% 96.10 24.03

b. MaterialGravel cum 6.00 204.19 cum 1225.14

1345.2713.615% 1345.27 0.00

d) Seigniorage charges cum 6 22.00 cum 132.00Cost for 1 Cum = (a+b+c+d) 246.21Rate per Cum 246.21Rate per cum Say 246.25

5

Unit :6 Cuma.LabourMate Day 0.00 0.00 Day 0.00Mazdoor(Unskilled) Day 0.31 310.00 Day 96.10Add Agency Allowance 25% 96.10 24.03

b. MaterialSand cum 6.00 628.07 cum 3768.42

3888.5513.615% 3888.55 529.43

d) Seigniorage charges cum 6 40.00 cum 240.00Cost for 1 Cum = (a+b+c+d) 776.33Rate per Cum 776.33Rate per cum Say 776.35

6

Unit : Cuma.MaterialCement Kg 129.60 6169.25 MT 799.53Coarse aggregate 40mm Cum 0.90 1144.91 Cum 1030.42Fine Aggregate (Sand) Cum 0.45 628.07 Cum 282.63

2112.59b. Machinery

hour 1.00 459.30 hour 459.30

459.30c.LabourMason 1st Class Day 0.10 415.00 Day 41.50Mazdoor(Unskilled) Day 1.39 310.00 Day 430.90Add Agency Allowance 25% 472.40 118.10

25% 174.20 43.55

634.05Sub-Total :: 3205.94

0.13615 3205.94 0.00

BLDCSTN - 2-8

Page - 18


c) Add 13.615% Overhead& Contracorst profit on a+b

BLDCSTN - 2-8

Page - 18

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. APSS No.309 & 310

c) Add 13.615% Overhead& Contracorst profit on a+b

BLDCSTN - 3-7

Page - 21


Concrete Mixer (0.2/0.8 cum capacity) 600/400 (Diesel)

Add Agency Allowance on Crew charges of concrete mixer

d. Add 13.615% Overhead& Contractors profit (a+b+c)

151

cum 0.90 50.00 cum 45.00

(ii) Sand cum 0.45 40.00 cum 18.00Cost for 1 cum (a+b+c+d+e) 3268.94Rate Per Cum 3268.94Rate Per Cum Say 3268.95

7

Unit : Cuma.MaterialCement Kg 162.00 6169.25 MT 999.42Coarse aggregate 40mm Cum 0.90 1144.91 Cum 1030.42Fine Aggregate (Sand) Cum 0.45 628.07 Cum 282.63

2312.47b. Machinery

hour 1.00 459.30 hour 459.30

459.30c.LabourMason 1st Class Day 0.10 415.00 Day 41.50Mazdoor (Unskilled) Day 1.39 310.00 Day 430.90Add Agency Allowance 25% 472.40 118.10

25% 174.20 43.55

634.05Sub-Total :: 3405.82

0.13615 3405.82 463.70

cum 0.90 50.00 cum 45.00

(ii) Sand cum 0.45 40.00 cum 18.00Cost for 1 cum (a+b+c+d+e) 3932.52Rate Per Cum 3932.52Rate Per Cum Say 3932.55

8

Unit : Cuma.MaterialCement Kg 275.00 6169.25 MT 1696.5420mm HBG Graded Metal Cum 0.90 1497.22 Cum 1347.50Fine Aggregate (Sand) Cum 0.45 628.07 Cum 282.63

3326.67b.LabourMason 1st Class Day 0.10 415.00 Day 41.50Mazdoor(Unskilled) Day 2.36 310.00 Day 731.60Add Agency Allowance 25% 773.10 193.28

966.38Rate Per Cum 4293.05

e. Seigniorage charges (i) Aggregate

BLDCSTN - 3-7

Page - 21

Plain Cement Concrete (1:4:8) proportion (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Broken Granite (IS383, 1970) machine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, mixing concrete in concrete mixer including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work (APSS No. 402) for Levelling Course and Flooring Bed.



d. Add 13.615% Overhead& Contractors profit (a+b+c)

e. Seigniorage charges (i) Aggregate

BLDCSTN - 3-1

Page - 19


152

Rate for other Floors GF FF SF TF

a 4293.05 4293.05 4293.05 4293.05

b 61.00 61.00 61.00 61.00

c 244.00 244.00 244.00 244.00

d 25% 61.00 61.00 61.00 61.00

e 0.00 101.71 203.42 305.13

f 0.00 0.00 332.67 665.33

Sub-Total :: 4659.05 4760.76 5195.14 5629.52

634.33 648.18 707.32 766.46

cum 45.00 45.00 45.00 45.00

(ii) Sand 0.45 x 40 = 18 cum 18.00 18.00 18.00 18.00Rate per cum. 5356.38 5471.94 5965.46 6458.98

Say 5356.40 5471.95 5965.50 6459.00

9

Unit : 1 Cuma.MaterialCement Kg 380.00 6169.25 MT 2344.3220mm HBG Graded Metal Cum 0.80 1497.22 Cum 1197.78Sand Cum 0.40 628.07 Cum 251.23

3793.32b.LabourMason 1st Class Day 0.133 415.00 Day 55.20Mason 2nd Class Day 0.267 370.00 Day 98.79Mazdoor (Both Men & Women) Day 4.600 310.00 Day 1426.00Add Agency Allowance 25% 1579.99 395.00

1974.99c. Hire Charges of Machinery

Hr 1.333 548.30 Hr 730.88

730.88Basic Rate per Cum (a+b+c) 6499.19Rate for other Floors GF FF SF TF

a Basic Rate per Cum. 6499.19 6499.19 6499.19 6499.19

b 61.00 61.00 61.00 61.00

c 244.00 244.00 244.00 244.00

d 25% 61.00 61.00 61.00 61.00

e 0.00 182.40 364.80 547.20

f 0.00 379.33 758.66

Sub-Total :: 6865.19 7047.59 7609.32 8171.05

Basic Rate of P.C.C(1:2.5:5) per Cum.

Hire charges for centering and scaffolding material

Labour charges for centering and scaffolding material

Allowance on labour charges for centering and scaffolding material

Lift charges of Labour - Add 10% labour charges on G.F Rate, 20% on GF Rate, 30% on GF Rate only

Lift Charges of Material i.e.for Lifting Concrete @ 10% from Second Floor

Add 13.615% Overhead& Contractors profit on sub total

Seigniorage charges (i) Aggregate 0.90 x 50 = 45

BLDCSTN - 3-1

Page - 19

Plain Cement Concrete M25 Grade of Concrete corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Steps.

Weigh Batcher Hire charges (Machine mixing) charges [Batching plant 0.5 cum ( 6 Cum/hr)]





Lift Charges of Material i.e.for Lifting Concrete @ 10%

153

g 934.70 959.53 1036.01 1112.49

h cum 40.00 40.00 40.00 40.00

i (ii) Sand 0.40 x 40 = 16.00 cum 16.00 16.00 16.00 16.00Rate per cum. 7855.88 8063.12 8701.33 9339.54

Say 7855.90 8063.15 8701.35 9339.55

10

Unit = 1 cumFor DUMMY COLUMNSa.MaterialCement Kg 129.60 6169.25 MT 799.5320mm HBG metal Cum 0.90 1497.22 Cum 1347.50Sand Cum 0.45 628.07 Cum 282.63b.Labour 2429.66Mason 1st Class Day 0.133 415.00 Day 55.20Mason 2nd Class Day 0.267 370.00 Day 98.79Mazdoor(Un skilled) Day 3.600 310.00 Day 1116.00Add Agency allowance 25% 0.00 1269.99 0.00c. Machinery

Hr 1.00 459.30 Hr 459.30

Vibrator hire charges Hr 1.00 185.90 Hr 185.90Basic Rate per Cum 4344.85

Description of Item GF FF SF TF

a Basic rate per Cum. 4344.85 4344.85 4344.85 4344.85

b 229.00 229.00 229.00 229.00

c 1338.00 1472.00 1606.00 1739.00

d 25% 334.50 368.00 401.50 434.75

e 0.00 260.80 521.60 782.40

Sub-Total :: 6246.35 6674.65 7102.95 7529.99

i 0.00 908.75 967.07 1025.21

j 45.00 45.00 45.00 45.00

(ii) Sand 0.45 x 22 = 18 18.00 18.00 18.00 18.00Rate per Cum. 6309.35 7646.40 8133.02 8618.20

Say 6309.35 7646.40 8133.05 8618.25


Seigniorage charges (i) Aggregate 0.80 x 50 = 40.00

BLDCSTN - 3-13

Page - 23

Vibrated Reinforced Cement Concrete (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed Graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for (APSS No. 402) Dummy Columns

Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity 600/400 (Diesel)


Labour charges for centering and scaffolding

Agency Allowance on labour charges for centring material

Lift charges of labour add 10% on GF rate for F.F,20% on GF Rate for SF, 30% on GF Rate for T.F



154

11

Unit : CumA For Footings

a.MaterialCement Kg 380.00 6169.25 MT 2344.3220mm HBG graded metal Cum 0.80 1497.22 Cum 1197.78Fine aggregate (Sand) Cum 0.40 628.07 Cum 251.23

3793.32b.LabourMason 1st Class Day 0.133 415.00 Day 55.20Mason 2nd Class Day 0.267 370.00 Day 98.79Mazdoor(Un skilled) Day 4.600 310.00 Day 1426.00Add Agency Allowance 25% 1579.99 395.00

1974.99c. Hire Charges of Machinery + Fuel charges + crew charges of Machinery

Hr 1.333 548.30 Hr 730.88

Hr 1.333 185.90 Hr 247.80

978.69Basic Rate per Cum 6746.99

Description of ItemBasic rate per Cum. 6746.99

277.00

473.00

25% 118.25

Sub-Total :: 7615.24

0.00

40.00

(ii) Sand 0.40 x 40 = 16.00 16.00Rate per Cum. 7671.24

Say 7671.25

11




1974.99

BLDCSTN - 3-13

Page - 23

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Footings.


Needle Vibrator hire charges 40mm (petrol)






BLDCSTN - 3-13

Page - 23

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Pedastal.

155

c. Hire Charges of Machinery + Fuel charges + crew charges of Machinery

Hr 1.333 548.30 Hr 730.88

Hr 1.333 185.90 Hr 247.80



315.00

753.00

25% 188.25


1089.64

40.00


Say 9148.90

11





Hr 1.333 548.30 Hr 730.88

Hr 1.333 185.90 Hr 247.80



1335.00

1141.00

25% 285.25









BLDCSTN - 3-13

Page - 23

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Plinth beam.






156

0.00

40.00


Say 9564.25

12

Unit = 1 cumFor COLUMNSa.MaterialCement Kg 380.00 6169.25 MT 2344.3220mm HBG graded metal Cum 0.80 1497.22 Cum 1197.78Fine aggregate (Sand) Cum 0.40 628.07 Cum 251.23b.Labour 3793.32Mason 1st Class Day 0.167 415.00 Day 69.31Mason 2nd Class Day 0.167 370.00 Day 61.79Mazdoor(Un skilled) Day 5.600 310.00 Day 1736.00Add Agency Allowance 25% 1867.10 466.77


Hr 1.333 548.30 Hr 730.88

Hr 1.333 185.90 Hr 247.80


Description of Item GF FF SF TFa Basic rate per Cum. 7105.87 7105.87 7105.87 7105.87

b 229.00 229.00 229.00 229.00

c 1338.00 1472.00 1606.00 1739.00

d 25% 334.50 368.00 401.50 434.75

e 0.00 320.51 641.02 961.53

f 0.00 0.00 379.33 758.66

Sub-Total :: 9007.37 9495.38 10362.72 11228.81

g 0.00 1292.80 1410.88 1528.80

h 40.00 40.00 40.00 40.00

i (ii) Sand 0.40 x 40 = 16.00 16.00 16.00 16.00 16.00Rate per Cum. 9063.37 10844.18 11829.61 12813.62

Say 9063.40 10844.20 11829.65 12813.65



BLDCSTN - 3-13

Page - 23











157

13

Unit = 1 cuma.MaterialCement Kg 380.00 6169.25 MT 2344.3220mm HBG graded metal Cum 0.80 1497.22 Cum 1197.78Fine aggregate (Sand) Cum 0.40 628.07 Cum 251.23

3793.32b.LabourMason 1st Class Day 0.167 415.00 Day 69.31Mason 2nd Class Day 0.167 370.00 Day 61.79Mazdoor(Unskilled) Day 5.600 310.00 Day 1736.00Add Agency Allowance 25% 1867.10 466.77


Hr 1.333 548.30 Hr 730.88



b 760.00 760.00 760.00 760.00

c 953.00 1048.00 1144.00 1239.00

d 25% 238.25 262.00 286.00 309.75

e 0.00 282.01 564.02 846.03

f 0.00 0.00 379.33 758.66

Sub-Total :: 8809.32 9210.08 9991.42 10771.51

g 0.00 1253.95 1360.33 1466.54

h 40.00 40.00 40.00 40.00


Say 8865.35 10520.05 11407.80 12294.10

BLDCSTN - 3-13

Page - 23

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Lintels.









158

14




Hr 0.308 548.30 Hr 168.88

Hr 0.308 185.90 Hr 57.26



b 1342.00 1342.00 1342.00 1342.00

c 1122.00 1234.00 1346.00 1459.00

d 25% 280.50 308.50 336.50 364.75

e 0.00 215.29 430.58 645.87

f 0.00 0.00 379.33 758.66

Sub-Total :: 8052.56 8407.85 9142.47 9878.34

g 1096.36 1144.73 1244.75 1344.94

h 40.00 40.00 40.00 40.00


Say 9204.95 9608.60 10443.25 11279.30

BLDCSTN - 3-13

Page - 24

Vibrated Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete for Beams.










159

15




Hr 0.308 548.30 Hr 168.88

Hr 0.308 185.90 Hr 57.26



a 530.81 530.81 530.81 530.81

b 152.00 152.00 152.00 152.00

c 127.00 140.00 152.00 165.00

d 25% 31.75 35.00 38.00 41.25

e 0.00 23.01 46.02 69.03

f 0.00 0.00 37.93 75.87

Sub-Total :: 841.56 880.81 956.76 1033.95

g 0.00 119.92 130.26 140.77

h 4.00 4.00 4.00 4.00

i (ii) Sand 0.40 x 40 = 16.00 1.60 1.60 1.60 1.60Rate per Sqm. 847.16 1006.34 1092.62 1180.32

Say 847.20 1006.35 1092.65 1180.35

BLDCSTN - 3-13

Page - 23




Basic rate of VRCC M-20 per Cum. For 100mm thick








160

16




Hr 0.308 548.30 Hr 168.88

Hr 0.308 185.90 Hr 57.26



a 631.29 631.29 631.29 631.29

b 152.00 152.00 152.00 152.00

c 127.00 140.00 152.00 165.00

d 25% 31.75 35.00 38.00 41.25

e 0.00 25.59 51.17 76.76

f 0.00 0.00 47.42 94.83

Sub-Total :: 942.04 983.88 1071.88 1161.13

g 128.26 133.96 145.94 158.09

h 5.00 5.00 5.00 5.00


Say 1077.35 1124.85 1224.85 1326.25

BLDCSTN - 3-13

Page - 23












161

17




Hr 0.308 548.30 Hr 168.88

Hr 0.308 185.90 Hr 57.26



a 796.21 796.21 796.21 796.21

b 152.00 152.00 152.00 152.00

c 127.00 140.00 152.00 165.00

d 25% 31.75 35.00 38.00 41.25

e 0.00 27.13 54.26 81.40

f 0.00 0.00 53.11 106.21

Sub-Total :: 1106.96 1150.34 1245.58 1342.07

g 150.71 156.62 169.59 182.72

h 5.60 5.60 5.60 5.60


Say 1265.55 1314.80 1423.05 1532.65

BLDCSTN - 3-13

Page - 23












162

18




Hr 0.308 548.30 Hr 168.88

Hr 0.308 185.90 Hr 57.26

226.13Basic Rate per Cum 5308.06Description of Item GF FF SF TF

a 955.45 955.45 955.45 955.45

b 164.00 164.00 164.00 164.00

c 137.00 151.00 164.00 178.00

d 25% 34.25 37.75 41.00 44.50

e 0.00 29.16 58.33 87.49

f 0.00 0.00 56.90 113.80

Sub-Total :: 1290.70 1337.36 1439.68 1543.24

g 175.73 182.08 196.01 210.11

h 7.20 7.20 7.20 7.20


Say 1476.05 1529.05 1645.30 1763.00

BLDCSTN - 3-13

Page - 23












163

19




Hr 0.308 548.30 Hr 168.88


Cost of RCC M-20 0.0375 Cum 5250.80 Cum 196.91Basic Rate per 0.60 Sqm 196.91Basic Rate for 1 Sqm 328.18Description of Item GF FF SF TF

a Basic rate per Sqm 328.18 328.18 328.18 328.18

b 150.00 150.00 150.00 150.00

c 146.00 161.00 175.00 190.00

d 25% 36.50 40.25 43.75 47.50

e 0.00 21.04 42.09 63.13

Sub-Total :: 660.68 700.47 739.01 778.80

f 89.95 95.37 100.62 106.03

g 1.50 1.50 1.50 1.50

h (ii) Sand 0.40 x 40 = 16.00 0.60 0.60 0.60 0.60Rate per Sqm. 752.73 797.94 841.73 886.94

Say 752.75 797.95 841.75 886.95

BLDCSTN - 3-13

Page - 23









164

20


3793.32b.LabourMason 1st Class Day 0.067 415.00 Day 27.81Mason 2nd Class Day 0.133 370.00 Day 49.21Mazdoor (Unskilled) Day 3.077 310.00 Day 953.87Add Agency Allowance 25% 1030.89 257.72


Hr 0.308 548.30 Hr 168.88


M RCC M-20 FOR SHELVES 25mm thick

Basic Rate of RCC M25 0.05 Cum 4993.08 Cum 249.65249.65

Description of Item GF FF SF TFa Basic rate per Sqm 249.65 249.65 249.65 249.65

b 150.00 150.00 150.00 150.00

c 146.00 161.00 175.00 190.00

d 25% 36.50 40.25 43.75 47.50

e 0.00 17.18 34.35 51.53

Sub-Total :: 582.15 618.08 652.76 688.69

f 79.26 84.15 88.87 93.76

g 1.13 1.13 1.13 1.13

h (ii) Sand 0.45 x 40 = 18 0.45 0.45 0.45 0.45Rate per Sqm. 662.99 703.81 743.21 784.03

Say 663.00 703.85 743.25 784.05

22

Unit : Cuma.MaterialCement Kg 36.00 6169.25 MT 222.09

Nos 512.00 5632.67 1000Nos 2883.93

Fine Aggregate (Sand) Cum 0.20 628.07 Cum 125.613231.63

b.LabourMason 1st Class Day 0.240 415.00 Day 99.60Mason 2nd Class Day 0.560 370.00 Day 207.20Mazdoor(unskilled) Day 1.890 310.00 Day 585.90Add Agency Allowance 25% 892.70 223.18

1115.88Rate per Cum 4347.51

BLDCSTN - 3-13

Page - 23

Reinforced Cement Concrete M25 Grade corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content @ 380Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, curing etc. complete for Shelves of 50mm thick








BLDCSTN-5-5Page.31


Bricks traditional size 23 x 11 x 7 cms 2nd class

165


b 43.17 43.17 43.17 43.17

c 268.83 381.65 494.52 607.35

d 25% 67.21 95.41 123.63 151.84

e 0.00 116.15 232.31 348.46

Sub-Total :: 4726.72 4983.90 5241.14 5498.33

f 0.00 678.56 713.58 748.60

g 8.00 8.00 8.00 8.00

(ii) Bricks - 512 x 38.5/1000=19.71 19.71 19.71 19.71 19.71Rate per Cum 4754.43 5690.17 5982.43 6274.64

Say 4754.45 5690.20 5982.45 6274.65

23

Unit : 10 Sqmts.a.Material2nd class bricks Nos 512.00 5632.67 Nos 2883.93CM (1:6) Cum 0.20 2217.59 Cum 443.52

3327.45b.LabourMason 1st Class Day 0.600 415.00 Day 249.00Mason 2nd Class Day 0.600 370.00 Day 222.00Mazdoor (Un skilled) Day 2.750 310.00 Day 852.50Add Agency Allowance 25% 1323.50 330.88

1654.38Rate per 10 Sqmts. 4981.83

Description of Item GF FF SF TFa Basic rate per 10 Sqmts. 4981.83 4981.83 4981.83 4981.83

b 99.30 99.30 99.30 99.30

c 618.30 877.80 1137.40 1396.90

d 25% 154.58 219.45 284.35 349.23

e 0.00 194.18 388.36 582.54

Sub-Total :: 5854.00 6372.56 6891.24 7409.79

f 797.02 867.62 938.24 1008.84

g 8.40 8.40 8.40 8.40

(ii) Bricks - 512 x 38.5/1000=19.71 19.71 19.71 19.71 19.71Rate per 10 Sqmts. 6679.13 7268.29 7857.59 8446.74

Say 6679.15 7268.30 7857.60 8446.75

Hire charges of Access Scaffolding @ 9.93/Sqm /0.23

Labour charges for Access Scaffolding material (Labour charge / 0.23)

Allowance on labour charges for Access Sacffolding

Lift charges for Labour - Add 10% labour charges on G.F Rate, 20% on GF, 30% on GF Rate only

Add 13.615% Overhead& Contractor profit on sub total

Seigniorage charge (i) Sand - 0.2 x 40 = 8.00

BLDCSTN-5-12Page.33


Hire charges of Access Scaffolding @ 5.29/Sqm

Labour charges for Access Scaffolding

Allowance on labour charges for Access Scaffolding.

Lift charges of Labour- Add 10% labour charges on G.F Rate, 20% on GF Rate, 30% on GF Rate only



166

24

Unit : MTa.Material

MT 1.05 34082.88 MT 35787.02

Binding wire Kg 6.00 61.00 Kg 366.0036153.02

b.LabourBlacksmith/ bar bender Day 10.00 415.00 Day 4150.00Mazdoor (Unskilled) Day 10.00 310.00 Day 3100.00Add Agency Allowance 25% 7250.00 1812.50

9062.50Rate per MT 45215.52

0.00

Rate as per 1 MT 45215.52Say 45215.55

25

Unit : MTa.Material

MT 1.05 42082.88 MT 44187.02

Binding wire Kg 6.00 61.00 Kg 366.0044553.02

b.LabourBlacksmith/ bar bender Day 10.00 415.00 Day 4150.00Mazdoor (Unskilled) Day 10.00 310.00 Day 3100.00Add Agency Allowance 25% 7250.00 1812.50

9062.50Rate per MT 53615.52

7299.75

Rate per MT 60915.28Say 60915.30

BLDCSTN-4-1Page.28


NOTE :: Standard data revised vide Chief Engineer, R&B (Buildings)

Procs.No.CEB/TA8/AEE3/SSR: 2010-11 Dt: 21.01.2011.

HYSD bars including 5 per cent for overlaps and wastage

Add 13.615% Overhead& Contractors profit

BLDCSTN-4-1Page.28

Providing Mild steel bars (Fe 250 as per as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126)



MS bars including 5 per cent for overlaps and wastage


167

26

Unit : 10Sqma.MaterialsCement Kg 51.00 6169.25 MT 314.63Fine Sand (Screened) Cum 0.15 828.070 Cum 124.21

438.84b.LabourMason 1st Class Day 0.630 415.00 Day 261.45Mason 2nd Class Day 1.470 370.00 Day 543.90Mazdoor (unskilled) Day 3.900 310.00 Day 1209.00Add Agency Allowance 25% 2014.35 503.59

2517.94Rate per 10 Sqm 2956.78

Description of Item GF FF SF TFa Basic rate per 10 Sqm 2956.78 2956.78 2956.78 2956.78b Hire charges for stage scaffolding 23.70 23.70 23.70 23.70

c Labour charges for stage scaffolding 125.50 176.40 227.30 278.20

d 25% 31.38 44.10 56.83 69.55

e 0.00 213.99 427.97 641.96

Sub-Total :: 3137.36 3414.97 3692.58 3970.19

g 427.15 464.95 502.74 540.54

h 6.00 6.00 6.00 6.00

Rate per 10 Sqm Total 3570.51 3885.92 4201.32 4516.73Say 3570.55 3885.95 4201.35 4516.75

27

Unit : 10Sqma.MaterialsCement Kg 51.00 6169.25 MT 314.63Fine Sand (Screened) Cum 0.15 828.070 Cum 124.21


2517.94Rate per 10 Sqm 2956.78

BLDCSTN-8-10Page.44

Ceiling Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for finished item of work. (APSS 901,903 & 904)

Allowance on labour charges for centring material

Lift charges - Add 10% labour charges on G.F Rate, 20% on GF, 30% on GF Rate only



BLDCSTN-8-10Page.44


168

Description of Item GF FF SF TFa Basic rate per 10 Sqm 2956.78 2956.78 2956.78 2956.78b Hire charges for access scaffolding 9.90 9.90 9.90 9.90

c 61.80 87.80 113.70 139.70

d 25% 15.45 21.95 28.43 34.93

e 0.00 207.62 415.23 622.85

Sub-Total :: 3043.93 3284.05 3524.04 3764.15

g 414.43 447.12 479.80 512.49

h 6.00 6.00 6.00 6.00

Rate per 10 Sqm Total 3464.36 3737.17 4009.83 4282.64Say 3464.40 3737.20 4009.85 4282.65

28

Unit : 10Sqma.Materials

Base coat in CM(1:6) 16mm thick

Cement Kg 43.00 6169.25 MT 265.28Fine Sand (Screened) Cum 0.18 828.070 Cum 149.05Top coat in CM(1:4) 4mm thcikCement Kg 14.50 6169.25 MT 89.45Fine Sand (Screened) Cum 0.04 828.070 Cum 33.12


2517.94Rate per 10 Sqm 3054.85Description of Item GF FF SF TF

a Basic rate per 10 Sqm 3054.85 3054.85 3054.85 3054.85b Hire charges for access scaffolding 9.90 9.90 9.90 9.90

c 61.80 87.80 113.70 139.70

d 25% 15.45 21.95 28.43 34.93

e 0.00 207.62 415.23 622.85

Sub-Total :: 3142.00 3382.11 3622.10 3862.22

g 0.00 460.47 493.15 525.84

h 8.80 8.80 8.80 8.80

Rate per 10 Sqm 3150.80 3851.39 4124.05 4396.86Say 3150.80 3851.40 4124.10 4396.90

Labour charges for access scaffolding





BLDCSTN-8-9Page.43







169

29

Unit : 10Sqma.MaterialsCM (1:3) Cum 0.15 3698.21 Cum 554.73

554.73b.LabourMason 1st Class Day 0.600 415.00 Day 249.00Mazdoor (Unskilled) Day 0.960 310.00 Day 297.60Add Agency Allowance 25% 546.60 136.65

683.25Rate per 10 Sqm. 1237.98Description of Item GF FF SF TF

a Basic rate per 10 Sqm 1237.98 1237.98 1237.98 1237.98b Hire charges for stage scaffolding 23.70 23.70 23.70 23.70

c Labour charges for stage scaffolding 125.50 176.40 227.30 278.20

d 25% 31.38 44.10 56.83 69.55

e 0.00 67.21 134.42 201.63

Sub-Total :: 1418.56 1549.39 1680.23 1811.06

g 0.00 210.95 228.76 246.58

h 6.00 6.00 6.00 6.00

Rate per 10 Sqm 1424.56 1766.34 1914.99 2063.64Say 1424.60 1766.35 1915.00 2063.65

30

Unit : 10Sqma.MaterialsCM (1:4) Cum 0.15 2957.90 Cum 443.69


683.25Rate per 10 Sqm 1126.94

Rate for other floors GF FF SF TFa Basic rate per 10 Sqm 1126.94 1126.94 1126.94 1126.94b Hire charges for access scaffolding 9.90 9.90 9.90 9.90

c 61.80 87.80 113.70 139.70

d 25% 15.45 21.95 28.43 34.93

e 0.00 60.84 121.68 182.52

Sub-Total :: 1214.09 1307.43 1400.64 1493.98

g 0.00 178.01 190.70 203.41

h 8.40 8.40 8.40 8.40

Rate per 10 Sqm 1222.49 1493.83 1599.74 1705.79Say 1222.50 1493.85 1599.75 1705.80

BLDCSTN-8-3Page.42

Ceiling Plastering with CM(1:3) Prop: 12mm thick in single coat spong finish including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)





BLDCSTN-8-7Page.43






Seigniorage charge(i) Sand - 0.15 x 40 = 8.40

170

31

Unit : 10Sqma.MaterialsCM (1:3) Cum 0.21 3698.21 Cum 776.62Water proof compound (BMT-H.01) Kg 2.00 75.00 Kg 150.00


2488.38

Rate per 10 Sqm 3415.00

Description of Item GF FF SF TFc Basic rate per 10 Sqm 3415.00 3415.00 3415.00 3415.00

d 0.00 199.07 398.14 597.21

Sub-Total :: 3415.00 3614.07 3813.14 4012.21

e 492.06 519.16 546.26

f 8.40 8.40 8.40 8.40

Rate per 10 Sqm 3423.40 4114.53 4340.70 4566.88Say 3423.45 4114.55 4340.75 4566.90

BLDCSTN-10-25Page.71


Lift charges - Add 10% on labour for F.F,20% for SF, 30% for T.F



171

32

Sub analysis

Unit : 10Sqm

a. MaterialBase Coat in CM (1:4) 8mm thickCement Kg 39.60 6169.25 Kg 244.30Fine sand (screened) Cum 0.11 828.07 Cum 91.09Top Coat in CM (1:2) 4mm thickCement Kg 28.80 6169.25 Kg 177.67Fine sand (screened) Cum 0.04 828.07 Cum 33.12

546.19b. LabourMason 1st class day 0.63 415.00 day 261.45Mason 2nd class day 1.47 370.00 day 543.90Mazdoor (Un skilled) day 3.90 310.00 day 1209.00Add Agency Allowance 25% 2014.35 503.59

2517.94Rate per 10 Sqm 3064.13Rate per Sqm 306.41

MAIN DATAUnit : 10Sqma.Materials

Sqm 13.30 17.00 Sqm 226.10

Cement Mortar (1:3) for 25 mm thick cum 0.25 3698.21 cum 924.55

Dry Cement for making Lumps Kg 50.00 6169.25 MT 308.46

Sqm 21.80 306.41 Sqm 6679.80

8138.91b.LabourMason 1st Class Day 8.000 415.00 Day 3320.00Miller operator Day 1.000 370.00 Day 370.00Mazdoor (Unskilled) Day 10.000 310.00 Day 3100.00Add Agency Allowance 25% 6790.00 1697.50


Hrs 2.000 338.90 Hrs 677.80

677.80Basic Rate per 10 Sqm 17304.21Description of Item GF FF SF TF

a Basic rate per 10 Sqm 17304.21 17304.21 17304.21 17304.21b Hire charges for scaffolding material 9.90 9.90 9.90 9.90c Labour charges for scaffolding 61.80 87.80 113.70 139.70

d 25% 15.45 21.95 28.43 34.93

e 0.00 1124.31 2248.62 3372.92

Sub-Total :: 17391.36 18548.17 19704.85 20861.66

g 2367.83 2525.33 2682.82 2840.32

h 24.00 24.00 24.00 24.00

Rate per 10 Sqm 19783.20 21097.50 22411.67 23725.98Say 19783.20 21097.55 22411.70 23726.00

BLDCSTN-8-11Page.44

RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, screened sand, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403&903)

Plastering with CM two (2) coats 12mm thick, base coat in CM (1:4)8mm thick, and top coat in CM (1:2) 4mm thick with sponze finishing.

Rabbit wire mesh (1.0 M panna for 0.6 M drop) TBSC-E.I-12

12 mm Plastering 2 coats in 1:4 & 1:2 cm both sides

Machine Mixing Mortar with Miller - Hire charges 300/200 (diesel)




Seigniorage charge (i) Sand - 0.60 x 40 = 24

172

33

Unit : 10Sqma.MaterialsPolished Bethamcherla stone Sqm 11.00 5800.29 10 Sqm 6380.32Cement for CM(1:8) Proportion Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59Cement for jointing Kg 20.00 6169.25 MT 123.39


2450.13Rate per 10 Sqm 9366.04


d 0.00 196.01 392.02 588.03

Sub-Total :: 9366.04 9562.05 9758.06 9954.07

e 1275.19 1301.87 1328.56 1355.25

f 4.80 4.80 4.80 4.80

Rate as per 10 Sqm 10646.03 10868.72 11091.42 11314.12Say 10646.05 10868.75 11091.45 11314.15

BLDCSTN-9-1Page.48&49





173

34

Unit : 10Sqma.MaterialsPolished Bethamcherla stone Sqm 11.00 5800.29 10Sqm 6380.32Cement for CM(1:3) Proportion Kg 57.60 6169.25 MT 355.35Sand for CM(1:3) Proportion cum 0.12 628.07 cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59


2735.25Rate per 10 Sqm 9749.87


d 0.00 218.82 437.64 656.46

Sub-Total :: 9749.87 9968.69 10187.51 10406.33

e 1327.45 1357.24 1387.03 1416.82

f 4.80 4.80 4.80 4.80


BLDCSTN-9-23Page.60





174

35

Unit : 10Sqma.MaterialsPolished Shabad / Tandur stone Sqm 11.00 2840.29 10 Sqm 3124.31cement for CM(1:8) Proportion Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59Cement for jointing Kg 20.00 6169.25 MT 123.39


2450.13Rate per 10 Sqm 6110.04


d 0.00 196.01 392.02 588.03

Sub-Total :: 6110.04 6306.05 6502.06 6698.07

e 831.88 858.57 885.26 911.94

f 4.80 4.80 4.80 4.80



Flooring and Treads with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, .




175

36

Unit : 10Sqma.MaterialsPolished Shabad / Tandur stone Sqm 11.00 2840.29 10Sqm 3124.31Cement for CM(1:3) Proportion Kg 57.60 6169.25 MT 355.35Sand for CM(1:3) Proportion cum 0.12 628.07 cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59


2735.25Rate per 10 Sqm 6493.87


d 0.00 218.82 437.64 656.46

Sub-Total :: 6493.87 6712.69 6931.51 7150.33

e 884.14 913.93 943.72 973.52

f 4.80 4.80 4.80 4.80


BLDCSTN-9-23Page.60





176

37


Polished Kadapa Slab of 15mm thick Sqm 11.00 2975.15 10 Sqm 3272.67

cement for CM(1:8) Proportion Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59Cement for jointing Kg 20.00 6169.25 MT 123.39


2450.13Rate per 10 Sqm 6258.39


d 0.00 196.01 392.02 588.03

Sub-Total :: 6258.39 6454.40 6650.41 6846.42

e 852.08 878.77 905.45 932.14

f 4.80 4.80 4.80 4.80


38

Unit : 10Sqma.MaterialsVitrified tiles (BMTC 15) Sqm 10.50 1048.00 Sqm 11004.00cement for CM(1:8) Proportion Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59White cement (TBSC-G.I-03) Kg 6.00 35.00 Kg 210.00

11626.21b.LabourMason 1st Class Day 0.960 415.00 Day 398.40Mason 2nd Class Day 2.240 370.00 Day 828.80Mazdoor Unskilled Day 3.300 310.00 Day 1023.00Add Agency Allowance 25% 2250.20 562.55

2812.75Rate per 10 Sqm 14438.96


d 0.00 225.02 450.04 675.06

Sub-Total :: 14438.96 14663.98 14889.00 15114.02

e 1965.86 1996.50 2027.14 2057.77

f 4.80 4.80 4.80 4.80



Flooring and Treads with Polished shabad / Tandur stone minimum 15 to 18 mm thick of size (0.254M x0.254M) set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, .





Flooring with Vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness regular finish and normal colours of make Jhonson & Jhonson, Kajaria, Nitco, Marbonite, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, .

Lift charges - Add 10% on labour for A.F,20% for SF, 30% for T.F



177

39

Unit : 10Sqma.MaterialsVitrified tiles (BMTC 16) Sqm 10.50 1048.00 10Sqm 11004.00Cement for CM(1:5) Proportion Kg 34.56 6169.25 MT 213.21Sand for CM(1:5) Proportion cum 0.12 628.07 cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59White Cement for Jointing & pointing Kg 2.00 35.00 Kg 70.00


2812.75Rate per 10 Sqm 14378.91


d 0.00 225.02 450.04 675.06

Sub-Total :: 14378.91 14603.93 14828.95 15053.97

e 1957.69 1988.33 2018.96 2049.60

f 4.80 4.80 4.80 4.80


40

Unit : 10Sqma.MaterialsCeramic tiles (TBSC-C.I-01) Sqm 10.50 450.00 Sqm 4725.00cement for CM(1:8) Proportion Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59White cement (TBSC-G.I-03) Kg 2.00 35.00 Kg 70.00


2812.75Basic Rate per 10 Sqm 8019.96


d 0.00 225.02 450.04 675.06

Sub-Total :: 8019.96 8244.98 8470.00 8695.02

e 1122.55 1153.19 1183.83

f 4.80 4.80 4.80 4.80


BLDCSTN-9-23Page.60

Providing Skirting to internal walls to 15 cm height and risers of steps with Vitrified polished floor tiles of size not less than 598 x 598 mm x 8 mm thickness regular finish and normal colours of make Jhonson & Jhonson, Kajaria, Nitco, Marbonite, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,









178

41

Unit : 10Sqma.MaterialsCeramic tiles (TBSC-C.I-01) Sqm 10.50 450.00 10Sqm 4725.00Cement for CM(1:3) Proportion Kg 57.60 6169.25 MT 355.35Sand for CM(1:3) Proportion cum 0.12 628.07 cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59White cement (TBSC-G.I-03) Kg 6.00 35.00 Kg 210.00


709.44Rate per 10 Sqm 6278.74


d 0.00 56.76 113.51 170.27

Sub-Total :: 6278.74 6335.50 6392.25 6449.01

e 854.85 862.58 870.31 878.03

f 4.80 4.80 4.80 4.80


42

Unit : 10Sqma.MaterialsGranite Slab Sqm 10.50 32183.12 Sqm 33792.27cement for CM(1:8) Proportion Kg 36.00 6169.25 MT 222.09Sand for CM(1:8) Proportion Cum 0.20 628.07 Cum 125.61Cement slurry Kg 33.00 6169.25 MT 203.59White cement (TBSC-G.I-03) Kg 6.00 35.00 Kg 210.00




d 0.00 409.50 819.00 1228.50

Sub-Total :: 39672.31 40081.81 40491.31 40900.81

e 5401.39 5457.14 5512.89 5568.65

f 8.00 8.00 8.00 8.00


BLDCSTN-9-23Page.60

Providing Skirting to internal walls to height of 15cm and Risers with ceramic tiles 7.3mm thick of 1st quality all shades of makes Jhonson & Jhonson, Kajaria, Nitco and Marbonite, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,





Flooring with High Polished Granite Slabs 16 to 18mm thick upto 8'-0" (2.43 Mts) other than Black and regular colours, set over base coat of cement mortar (1:8), 20mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and Granite Slabs etc., complete, including seigniorage charges, dressing of Granite Stone Slabs etc., complete for finished item of work, .




179

43

Unit : 10Sqma.MaterialsCement Concrete tiles (BMT-D.11) Sqm 10.50 335.00 10Sqm 3517.50Cement for CM(1:8) for base coat Kg 21.60 6169.25 MT 133.26Sand for CM(1:8) Proportion cum 0.12 628.07 cum 75.37White cement (TBSC-G.I-03) Kg 6.00 35.00 Kg 210.00


2812.75Rate per 10 Sqm 6748.87

Description of Item GFc Basic rate per 10 Sqm 6748.87

d 0.00


e 918.86

f 4.80

Rate as per 10 Sqm 7672.53Say 7672.55

44

Unit = 10 Sqm.a. Materials :Kadapa slabs (40mm thick) Sqm 10.50 4036.25 10 Sqm 4238.07

Kg 21.60 6169.25 MT 133.26

Kg 9.60 6169.25 MT 59.22

Sand for CM (1:8) proportion cum 0.12 628.07 Cum 75.37Sand for CM (1:3) proportion cum 0.02 628.07 Cum 12.56

4518.48b. LabourMason 1st Class day 0.96 415.00 day 398.40Mason 2nd class day 2.24 370.00 day 828.80Mazdoor (Unskilled) day 3.30 310.00 day 1023.00Add Agency Allowance 25% 2250.20 562.55

2812.75Sub-Total :: 7331.23

998.15

6.00

Rate per 10 Sqm 8335.37Say 8335.40

Flooring with PHOENIX or Equivalent high strength Cement Concrete interlocking Regular Pavers of 60 mm thickness of M- 40 Grade of which top 12 mm thick shall be for colour pigmentation with imported colours and white cement to get required reflective glazing, set over base coat of CM (1:8) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work,




BLD-CSTN-9-2 Pg. No 49

Flooring with Kadapa Slabs 40mm thick of size (not less than 0.457M x 0.457M) set over base coat of cement mortar (1:8) 12mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work.

Cement for CM (1:8) proportion for base coat

Cement for CM 1:3 proportion for pointing

c) Add 13.615% Overhead& Contractors profit on sub total

d) Seigniorage charge(i) Sand - 0.15 x 40 = 6.00

180

45


Sqm 10.50 6600.00 10Sqm 6930.00

cement for CM(1:5) base coat Kg 34.56 6169.25 MT 213.21Sand for CM(1:5) Cum 0.12 628.07 Cum 75.37Cement slurry Kg 33.00 6169.25 MT 203.59White cement (TBSC-G.I-03) Kg 2.00 35.00 Kg 70.00


2812.75Rate per 10 Sqm 10304.91

Description of Item GFBasic rate per 10 Sqm 10304.91

Sub-Total :: 10304.91

4.80


46


Cum 0.17 1292.110 Cum 219.66

cement Kg 120.00 6169.25 MT 740.31Sand Cum 0.085 628.07 Cum 53.39



Description of Item GFBasic rate per 10 Sqm 2852.04


388.31

8.50

(ii) Sand - 0.085 x 40 = 3.40 3.40Rate as per 10 Sqm 3252.25

Say 3252.30

BLDCSTN-9-20Page.58

Dadooing to walls with Decorated white back ground glazed tiles 200mm x 152mm 1st. quality of any bramd as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work.

Decorated white back ground glazed tiles 200mm x 152mm (TBSC-C.III-01)


d) Seigniorage charge(i) Sand - 0.12 x 40 = 4.80

BLDCSTN-9-13Page.55

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work,

6mm to 12mm H.G metal (Machine crushed)


Seigniorage charge (i) Aggregate - 0.17 x 50 = 8.50

181

47

Unit = 10 SqmPRIMARY COAT

Litre 0.50 165.00 Litre 82.50

Painter (1st class) Nos 0.08 480.00 Nos 38.40Painter (2nd class) Nos 0.19 370.00 Nos 70.30

Kg 1.70 90.00 Litre 153.00

344.201st class painter Nos 0.36 480.00 Nos 172.802nd class painter Nos 0.84 370.00 Nos 310.80Add Agency Allowance 25% 483.60 120.90

604.50Sub-Total :: 948.70

Add 13.615% Overhead& Contractor profit on sub-Total 129.17Rate per 10 Sqm 1077.87

Say 1077.90

48


Kg 2.00 24.00 Kg 48.00

b.LabourPainter (1st class) Day 0.060 480.00 Day 28.80Painter (2nd class) Day 0.150 370.00 Day 55.50Mazdoor (Unskilled) Day 0.320 310.00 Day 99.20Add Agency allowance 25% 183.50 45.88

1.84

Sub-Total :: 279.21

25% 13.615% 279.21 0.00

Rate per 10 Sqm 279.21Say 279.30

49

Unit : 10SqmPRIMARY COAT

Litre 1.00 165.00 Litre 165.00

Painter (1st class) Day 0.21 480.00 day 100.80Painter (2nd class) Day 0.49 370.00 day 181.30

1.06

Kg 3.50 55.00 Kg 192.50

640.66LabourPainter (1st class) Day 0.15 480.00 day 72.00Painter (2nd class) Day 0.35 370.00 day 129.50Mazdoor (Un skilled) Day 1.50 310.00 day 465.00Add Agency Allowance 25% 666.50 166.63

833.13

833.13 8.33

Sub-Total : 1482.12

BLDCSTN-12-1Page.80


Cost of cement primer water base interior Grade-I (TBSC-G.I-01)

Cost of washable Oil Bound Distemper acrylic base (TBSC-G.II-03)

BLDCSTN-11-5Page.79


Paint grade white lime for wash (TBSC-G.II-01)

c) Sundries including brushes ladders etc., @ 1% on labour (b)

d) Add 13.615% Overhead& Contractor profit on (a+b+c)

BLDCSTN-12-4Page.81


Cost of Cement Primer water base exterior Grade-II (TBSC-G.I-01)

Sundries including brushes, soaps putty etc., 0.5% on labour

Cost of Water Proof Cement Paint (TBSC-G.II-04)

Sundries including brushes, soaps putty etc., 1% on labour

182

201.79

Rate per 10 Sqm 1683.91Say 1683.95

50

Unit = 10 Sqm.

Litre 1.00 165.00 Litre 165.00

Litre 0.80 270.00 Litre 216.00

381.00

Labour for Primary and Two Coats

1st class painter day 0.21 480.00 day 100.802nd class painter day 0.49 370.00 day 181.30Mazdoor day 1.50 310.00 day 465.00Add Agency Allowance 25% 747.10 186.78

933.88Sub-Total : 1314.88

0.00

Rater per 10 Sqmt. 1314.88Say 1314.90

51

Unit = 10 Sqm.

Litre 1.00 165.00 Litre 165.00

Litre 0.80 276.00 Litre 220.80

385.80

Labour for Primary and Two Coats

1st class painter day 0.21 480.00 day 100.802nd class painter day 0.49 370.00 day 181.30Mazdoor day 1.50 310.00 day 465.00Add Agency Allowance 25% 747.10 186.78

933.88Sub-Total : 1319.68

179.67

Rater per 10 Sqmt. 1499.35Say 1499.40


BLD-CSTN-12-11 (187)Page - 84

Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)



Cement Primer water base Grade II exterior

Polymer Plastic Emulsion paint (TBSC-G.IV-01)


BLD-CSTN-12-11 (187)Page - 84

Painting to New External Walls with two coats of ready mixed synthetic enamel paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Corridor Walls.(APSS No. 911)



Cement Primer water base Grade II exterior

Synthetic enamal paint (TBSC-G.V-01)


183

52

Unit : 10Sqm

a.MaterialsRed oxide primer (TBSC-G.I-05) Litre 0.70 142.00 Litre 99.40

99.40b.LabourPainter (1st class) day 0.21 480.00 day 100.80Painter (2nd class) day 0.49 370.00 day 181.30Add Agency Allowance 25% 282.10 70.53

352.63

48.01

Rate per 10 Sqm. 500.04Say 500.05

53

Unit = 10 Sqm.a.Materials

Ltr 1.10 276.000 Ltr 303.60

303.60b.LabourPainter (1st class) Day 0.33 480.00 Day 158.40Painter (2nd class) Day 0.77 370.00 Day 284.90Add Agency Allowance 25% 443.30 110.83

554.13Sub-Total :: 857.73

Add 13.615% Overhead& Contractors profit 116.78Rate as per 10 Sqm 974.51

Say 974.55

BLDCSTN-12-7 (174)Page.82

Painting priming coat on New Iron work with red oxide primer Grade-I after thourughly brushing the surface to remove all dirt and remains of loose powered materials, including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors





184

54

Unit = Each Area of Board = 3.00 x 1.20 mts = 3.60 SqmBase coate CM (1:2) 12mm thickCost of CM (1:2) cu.m. 0.15 5178.83 cu.m. 776.83

776.831st class mason day 0.33 415.00 day 136.952nd class mason day 0.77 370.00 day 284.90Mazdoor (Un skilled) day 1.6 310.00 day 496.00Add Agency Allowance 25% 917.85 229.46

1147.31Rate per Ten Sqmts. Total 1924.14

Top Coat in CM (1:1)Cost of Cement Kgs 3.15 6.17 Kgs 19.43Cost of Green oxide Kg 15 105.00 Kg 1575.00



20mm thick Plastering in CM(1:2) for BorderCost of CM (1:2) cu.m. 0.21 5178.83 cu.m. 1087.56



Cost of Chalk Board PaintCost of Chalk Board Paint Ltr 1.10 199.00 Ltr 218.90

218.901st Class Painter day 0.33 480.00 day 158.402nd Class Painter day 0.77 370.00 day 284.90Add Agency Allowance 25% 443.30 110.83

554.13Rate per Ten Sqmts. 773.03

Cost of Base Coat in CM (1:2) Sq.m. 4.03 192.41 Sq.m. 775.43

Sq.m. 3.60 274.17 Sq.m. 987.03

Sq.m. 0.43 357.59 Sq.m. 153.77

Cost of Chalk Board Paint Sq.m. 4.03 77.30 Sq.m. 311.53Sub-Total :: 2227.75

Description of Item GF FF SF TFc Basic rate per Sqm 2227.75 2227.75 2227.75 2227.75

d 0.00 96.46 192.91 289.37

Sub-Total :: 2227.75 2324.21 2420.66 2517.12

e 303.31 316.44 329.57 342.71

f Seigniorages Sand 40x0.22=8.40 8.40 8.40 8.40 8.40

Rate per Sqm 2539.46 2649.05 2758.64 2868.23Say 2539.50 2649.05 2758.65 2868.25

Making Green Chalk Board of size 3.00 x 1.20 Mts including border with plastering in CM(1:2) 12mm thick as base coat and 3mm top coat with cement green oxide powder (1:1) and making border in CM (1:2) of 50 x 20mm thick allround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Enginer-in-Charge including cost, conveyance of all materials, sales and other taxes on cost of all materials and all operational, incidental and labour charges etc. complete for finished item of work (APSS No: 1603)

Top Coat in CM (1:1) with green oxide powderPlastering 20mm thick in CM (1:2) for border


Add 13.615% Overhead& Contract profit charges on sub total

185

55

Unit = 10 Sqm.

a.Materials

Wood primer (TBSC-G.I-07) Litre 0.70 158.00 Litre 110.60Putty for wood work (TBSC-G.I-08) Kg 1.00 158.00 Kg 158.00

Ltr 1.10 276.000 Ltr 303.60

b.Labour

Forpriming coatPainter (1st class) day 0.21 480.00 day 100.80Painter (2nd class) day 0.49 370.00 day 181.30Add Agency allowance 25% 282.10 70.53

Synthetic enamel paint two coats

Painter (1st class) Day 0.36 480.00 Day 172.80Painter (2nd class) Day 0.84 370.00 Day 310.80Add Agency allowance 25% 483.60 120.90


14% 1529.33 208.22


56

1 Sqmt 402.00 Sqm 402.00

14% 402.00 56.28

Rate per Sqmt. 458.28

57

1 Sqmt 2861.00 Sqm 2861.00

14% 2861.00 400.54

Rate per Sqmt. 3261.54

58

Unit : CumCC (1:5:10)a.MaterialCement Kg 129.60 6169.25 MT 799.53Coarse aggregate 40mm Cum 0.90 1144.91 Cum 1030.42Fine Aggregate (Sand) Cum 0.45 628.07 Cum 282.63

2112.59b. Machinery

hour 1.00 459.30 hour 459.30


25% 174.20 43.55


Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coatof wood Primer finishing with putty for wood work after thouroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors



Supply and Fixing of 50mm thick Cement Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors.

Rate as per SSR (BMSW-17) P.No.79


Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc complete for finished item of work as per special spn: 1108

Rate as per SSR (BMT -F-29) P.No.22

Add 14% Overhead& Contractors profit

Ellispattern flooring with CC(1:5:10) using 40mm HBG metal of 80mm thick and top with CC(1:2:4) using 20 mm HBG metal of 40mm thick and top finish with CM(1:3) of 0.07 cum/10 sqm and cement slurry 3.30 kg/10 sqm including cost and conveyance of all materials of all materials etc., complete.



186

634.05Sub-Total :: 3205.94

187

CC (1:2:4)a.MaterialCement Kg 330.00 6169.25 MT 2035.85Coarse aggregate 20mm Cum 0.80 1664.91 Cum 1331.93Fine Aggregate (Sand) Cum 0.40 628.07 Cum 251.23

3619.01b. Machinery

hour 1.00 459.30 hour 459.30


25% 174.20 43.55

634.05Sub-Total :: 4712.36

Unit - 10 SqmCC (1:5:10) Cum 0.80 3205.94 2564.75CC (1:2:4) Cum 0.40 4712.36 1884.94

4449.69

13.615% 4449.69 605.83

For 10 Sqm 5055.52

Asst.Engineer Deputy Exe. Engineer Executive EngineerTW Bhadrachalam TW SD, Bhadrachalam T W, Bhadhrachalam

Superintending EngineerTribal Welfare, Warangal





Description of Item. No. Qty. Unit Rate per Amount.

4

1 x 1 30 30 Rmt 43.86 Rmt. 1316

8

Class rooms 1 x 6 6 6 Pts. ### Each 9696

8

1 x 1 1 pts ### 2147

5

1 x 1 1 sets ### 1593

10

1 x 10 10

10 Nos. 329.66 Each 3297

18049

NAME OF THE WORK: BALANCE WORK OF MANADAL MAHILA SAMAKHYA BUILIDING AT BHADRACHALAM (V)(M) IK KHAMMAM DIST

SL.NO

Length

Supply and run of 2 of 36/0.3mm (2.5 Sqmm) PVC insulated flexible copper cable of make Standard / Havells /HPL / Toyoma in existing PVC conduit pipe circuits, MV Lamp/Security light points including laboiur charges (Phase, Neutral and earth) and run of 1 of 1.0 sqmm copper cable for earthing.

Supply and errecting ceiling fan of Crompton / Bajaj Kassels 50 / Usha Atom. with 3 blades and double ball bearings and with condenser AC 250V 50 C/S of 48" 1200mm sweep completely erected in position with out regulator, canopy down rod up to 301.80 mm in length is provided with hook/clamps nuts and bolts and 24/02 flexible copper wire etc., complete and pointed with lettering by enamil paint the Sl. No. and date of errection including cost and conveyance of all materials and labour chargers etc., complete.Providing independent earthing for main switches integrated circuit cutouts and moters with 40mm dia 'B' class GI Pipe of TATA/Zenith/GST make of 2.0 m length duly providing 12mm dia 16 Nos. holes and rewired bolts, nuts and washers, checknuts, Humepipe ring etc., as per IS specifications with necessary double GI earth wire NO. 8 SWG inclkuding filling with equal preparation of salt and charcoal in layers including cost and conveyance of all materials to site, labour charges and sales tax etc., complete for finished item of work.Supply and FIXING of 1x40W weather proof fluorescent street light fitting comprising canopy of sheet alluminium housing and UV stabilised acrylic cover of makes Crompton / Bajaj / HPL / Surya / Havels with copper / VPIT ballast, capacitor, 40 W tube and starter with 1.00 meter 25mm dia GI pipes with bracket and anti tilting MS flat etc., including cost and conveyance of all materials to site, labour charges, and sales tax etx., complete for finished item of work.

Supply and fixing of 1 X 36/40W Patty type Tube light luminire powder coated CRCA sheet steel housing with copper chokes and all standard accessories including giving connection and all labour chrges etc., complete for finished item of work. Make : Cromption /Bajaj / Surya /Hpl /Havells.

ELECTRIFICATION DATA 2015-16

Qty. Units Description Rate Per Amount

1 2 3 4 5 6 7 8

1 In Walls In Slab

For Taking 100 mts

100.00 Rmt Cost of 25mm dia 2mm thick PVC Pipe 31.80 1Rmt 3180.00 3180.00

100.00 Nos Cost of U Links 44.00 100 No 44.00 0.00

12.00 Nos 25mm dia 1,2,3 & 4 Way deep junction box 25.00 1Each 300.00 300.00

12.00 Nos 25mm dia PVC Bend 6.00 1Each 72.00 72.00

50.00 Kgs Cost of Cement 5348.75 1Mt 267.44 0.00

Labour

2.00 Nos Skilled Electrician 440.00 1 Day 880.00 880.00

2.00 Nos Semi Skilled Electrician 375.00 1 Day 750.00 750.00

2.00 Nos Helpers 345.00 1 Day 690.00 690.00

2.00 Nos 1st Class Massons 345.00 1 Day 690.00 690.00

For 10.00 Rmt 6873.44 6562.00

14% 0.00 918.68

6873.44 7480.68

For 1.00 Rmt 68.73 74.81

2

For Taking 100 mts

100.00 Rmt Cost of 25mm dia 1.50mm thick PVC Pipe 25.40 1Rmt 2540.00

100.00 Nos Cost of U Links 44.00 100 No 44.00

12.00 Nos 25mm dia 1,2,3 & 4 Way deep junction box 25.00 1Each 300.00

12.00 Nos 25mm dia PVC Bend 6.00 1Each 72.00

50.00 Kgs Cost of Cement 0.00 0.00 1Mt 0.00

Labour

2.00 Nos Skilled Electrician 440.00 1 Day 880.00

2.00 Nos Semi Skilled Electrician 375.00 1 Day 750.00

2.00 Nos Helpers 345.00 1 Day 690.00

2.00 Nos 1st Class Massons 345.00 1 Day 690.00

Total: 5966.00 / 100Rmt

14% 0.00 835.24

6801.24

Sl.No.

SSR Item No. & Pg.No.

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary ork and labour charges etc., complete. DATA 1.4.2 (a) Pg.160

ELE-1.2.4 Pg.126(55)

ELEC-8.1.7 Pg.210

ELEC-1.2.39 Pg (128)

ELEC-1.2.44 Pg.(128)

LEAD STATEMENT

Labour Charges

Labour Charges

Labour Charges

Labour Charges

Add Overheads and Contractor profits @ 14%

Supply and Fixing of 25mm dia 1.50mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary ork and labour charges etc., complete. DATA 1.4.2 (a) Pg.160

ELEC-1.2.3 Pg.126

ELEC-8.1.7 Pg.210

ELEC-1.2.39 Pg (128)

ELEC-1.2.44 Pg.(128)

Labour Charges

Labour Charges

Labour Charges

Labour Charges


For 1.00 Rmt 68.01 / 1Rmt

3

100.00 Rmt Cost of 14/0.3 mm PVC FR Copper wire 1051.00 100 Rmt 1051.00

6.00 Nos Cost of 6 Amps Switches 18.00 1 No 108.00

6.00 Nos Cost of 6 A 2 way ceiling rose ELEC-1.7.15 21.00 1Each 126.00

1.00 Nos Cost of 3mm thick Hylam sheet 44.00 1Each 44.00

Labour



0.60 Nos Helpers 345.00 1 Day 207.00

Total: 2250.00 / 6 Points

14% 0.00

2250.00

For 1.00 Point 375.00 / 1 Point

4

100.00 Rmt Cost of 14/0.3 mm PVC FR Copper wire 1051.00 100 Rmt 1051.00

6.00 Nos Cost of 6 Amps Switches 18.00 1 No 108.00

6.00 Nos Cost of 6 A 2 way ceiling rose ELEC-1.7.15 21.00 1Each 126.00

1.00 Nos Cost of 3mm thick Hylam sheet 44.00 1Each 44.00

Labour

0.60 Nos Skilled Electrician Labour Charges 440.00 1 Day 264.00


0.60 Nos Helpers 345.00 1 Day 207.00

Total: 2250.00 / 6 Points

14% 0.00 315.00

2565.00

For 1.00 Point 427.50 / 1 Point

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A witch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Taking Output = 6 Points

ELEC-1.5.1 Pg.129

ELEC-1.7.1Pg. 132

ELEC-1.4.19 Pg.149

Labour Charges

Labour Charges

Labour Charges


Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A witch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Taking Output = 6 Points

ELEC-1.5.1 Pg.129

ELEC-1.7.1Pg. 132

ELEC-1.4.19 Pg.149

Labour Charges

Labour Charges


5

1 Materials:

1.00 Nos Deep Wooden Box 8'x 6" 44.00 1Each 44.00

1.00 Nos 3mm Hylam Sheet 26.40 1 No 26.40

1.00 Nos 16 A 3 Pin 5 in 1 Power plug 146.00 1Each 146.00

Labour



0.10 Nos Helpers 345.00 1 Day 34.50

332.40

14% 0.00 46.54Total: 378.94 / 1Each

6

1 Materials:

1.00 Nos Cost of Battern holder 24.20 1Each 24.20

1.00 Nos Bulb 12.00 1Each 12.00

Labour


0.05 Nos Helpers 345.00 1 Day 17.25

75.45

14% 0.00

Total: 75.45 / 1Each

7

1 Materials:

200.00 Rmt Cost of 22/0.3mm FR PVC Copper Wire 1555.00 100 Rmt 3110.00

Labour



0.67 Nos Helpers 345.00 1 Day 231.15

For 100 Rmt 4385.95 / 100 Rmt

14% 0.00

4385.95

For 1.00 Rmt 43.86 / 1 Rmt

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with indicator lamp and 16A fuse unit and 16A switch control (5 in 1) duly recessed in wall with wooden deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete.

ELEC-1.4.11 Pg.128 (122)

ELEC-1.4.18Pg. 149

ELEC-1.7.11Pg.153)

Labour Charges

Labour Charges

Labour Charges


Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation).

ELEC-3.6.90 Pg.189

ELEC-3.7.1Pg. 190

Labour Charges

Labour Charges


Supply and run of 2 of 22/0.3mm (1.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.

ELEC-1.5.2 Pg.150

Labour Charges

Labour Charges

Labour Charges


8

1 Materials:

1.00 Nos Cost of Fan 1600.00 1Each 1600.00

1% Transportation charges 1600.00 16.00

1616.00

14% 0.00

Total: 1616.00 / 1 Each

9

1 Materials:

1.00 Nos 8 Way Distribution board 880.00 1Each 880.00

1.00 Nos Cost of 40 Amps DP Isolator 366.20 1Each 366.20

6.00 Nos 10 KA 6-32 Amps SPMCBs 200.60 1Each 1203.60

Labour



1.00 Nos Helpers 345.00 1 Day 345.00

Sundries 49.00

3438.8014% 0.00 481.43

3920.23 / 1Each

10

1 Materials:

200.00 Rmt Cost of 6 sqmm 7/18 WPTC Cable 1492.00 100 Rmt 2984.00

6.70 Kgs Cost of No. 10 SWG GI Bearer wire. 61.60 1Kg 412.72

4.00 Nos Insulation taps 15.00 1Each 60.00

2.00 Nos Box Link PVC clips 50.00 Each box 100.00

Labour



1.00 Nos Helpers 345.00 1 Day 345.00

Sundries 1.50

For 100 Rmt 4718.22 / 100 Rmt14% 0.00

4718.22

For 1.00 Rmt 47.18 / 1 Rmt

Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.

ELEC-5.1.1 Pg.209


Supply and fixing SPN Distribution board with IP-20 protection suitable for single phase Earth Leakage Circute Braker (ELCB) / Residual Current Circute Braker (RCCB) / Double Pole (DP) Isolator as incomer and 10kA SPN MCBs as out going including internal connections and labour charges for surface / flush mounting etc., complete. 40A DP Isolator / RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 6Nos for outgoing.

ELEC-2.12.2 Pg.169

ELEC-2.10.2 Pg.167

ELEC-2.9.1 Pg.166

Labour Charges

Labour Charges

Labour Charges


Supply and Run of 2 of 6 Sq.mm WPTC Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete.

ELEC-1.6.2 Pg.152

ELEC-8.1.45 Pg.235

ELEC-8.121 Pg.235

ELEC-8.1.11 Pg.234

Labour Charges

Labour Charges

Labour Charges


11

1 Materials:

0.85 Cum Earth work excavation 247.70 10 Cum 21.05

0.90 Cum Earth work HDR 247.70 10 Cum 22.29

25% Extra For Narrow cutting (73.11+77.41) = 43.34 10.84

2.50 Rmt Cost of 40mm dia GI Pipes ELEC-8.1.57 355.00 1Rmt 887.50

1.00 No GI Flat with holes 50.00 1Each 50.00

16.00 Nos Building of holes 12mm dia 5.00 1Each 80.00

4.00 Rmt GI Nuts washers and bolts ELEC-8.1.13 22.00 1Set 88.00

1.00 No 18" dai Hume Pipe ring 220.00 1Each 220.00

20.00 Kgs Cost of Salt 4.00 1Kg 80.00

40.00 Kgs Cost hard charcoal 8.00 1Kg 320.00

Labour

0.50 Nos Semi Skilled 375.00 1 Day 187.50

0.50 Nos Helpers 345.00 1 Day 172.50

Sundries 0.35

2140.03

14% 0.00 299.60


12

1 Materials:

1.00 No Cost of Tube light 231.00 1Each 231.00

1.00 Rmt Cost of 23 / 0060 Twin core flexible copper cable. 990.00 100 Rmt 9.90

2.00 Nos Cost of Screw 118.80 100 Nos 2.38

2.00 Nos Cost of rawal plug 25.00 100 Each 0.50

2.00 Nos Round blocks 6.00 1 Each 12.00

Labour


0.10 Nos Helpers 345.00 1 Day 34.50

Sundries 1.88

329.66

14% 0.00


Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C.Chamber of 400m x 400m x400mm with R.C.C. Slab cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 25 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)

As per Civil Data

As per Civil Data

Labour Charges

SSR.No.2Pg.191


Supply and Fixing of 1x36 W / 40W tube light luminaire on wall / Ceiling with / TW round blocks with all accessories including giving connections and all labour charges etc., Complete.

ELEC-3.6.18 Pg.185

ELEC-1.6.8 Pg.152

ELEC-1.4.39 Pg.149

ELEC-8.1.9 Pg.235

ELEC-8.1.35 Pg.236

Labour Charges

Labour Charges


13

1 Materials:

1.00 No Cost of Flourescent Street light 1459.50 1Each 1459.50

1.00 No Cost of 40 W Tube 45.00 1Each 45.00

Sundries 15.00

Labour


0.10 Nos Helpers 345.00 1 Day 34.50

Sundries 1.88

1593.38

14% 0.00


Assistant Engineer Deputy Executive Engineer Executive EngineerTW Bhadrachalam TW SD, Bhadrachalam TWD: Bhadrachalam

Superintending EngineerTribal Welfare, Warangal

Supply of 1x40W weatherproof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.

ELEC-3.1.1 Pg.175

Labour Charges

Labour Charges


compound wall

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