INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(423, 27, 17, 13, 39, '4.04.05.08.01', '1', 776.09, 761.98, 705.54, 705.54, '<p>IB-LT_300: For 300mm dia Cl shoe<br>&nbsp;</p>', '2023-10-21 16:33:19', '2024-02-04 06:10:52'),
(424, 27, 17, 13, 39, '4.04.05.08.02', '1', 995.43, 977.33, 904.93, 904.93, '<p>IB-LT_450: For 450mm dia Cl shoe</p>', '2023-10-21 16:44:27', '2024-02-04 06:10:52'),
(425, 27, 17, 13, 39, '4.04.05.08.03', '1', 1214.76, 1192.67, 1104.32, 1104.32, '<p>IB-LT_600: For 600mm dia Cl shoe</p>', '2023-10-21 16:45:36', '2024-02-04 06:10:52'),
(426, 27, 17, 13, 39, '4.04.05.08.04', '1', 1476.27, 1449.43, 1342.06, 1342.06, '<p>IB-LT_750: For 750mm dia Cl shoe</p>', '2023-10-21 16:47:17', '2024-02-04 06:10:52'),
(427, 27, 17, 11, 39, '4.04.05.09', '1', 14.72, 14.23, 13.50, 13.50, '<p>IB-LU: Labour for utilizing RS joist/ MS Angle, flat bar of different sizes or section including fitting, fixing, drilling hole etc. all complete as per direction of the E-I-C.</p>', '2023-10-21 17:46:20', '2024-02-04 06:10:52'),
(428, 27, 17, 13, 39, '4.04.05.10.01', '1', 11424.19, 11222.72, 10488.66, 10488.66, '<p>IB-DES_UZR4.201: For Light Traffic Bridge of carriageway width 4.20m on Upazila Road, including cost of taken out El Rail of driving</p>', '2023-10-21 17:47:34', '2024-02-04 06:10:52'),
(429, 27, 17, 13, 39, '4.04.05.10.02', '1', 9450.62, 9284.93, 8677.80, 8677.80, '<p>IB-DES_UNR3.661: For Jeepable Bridge of carriageway width 3.66m on Union Road, including cost of taken out El Rail of driving</p>', '2023-10-21 17:48:41', '2024-02-04 06:10:52'),
(430, 27, 17, 13, 39, '4.04.05.10.03', '1', 7963.63, 7822.23, 7294.40, 7294.40, '<p>IB-DES_VR3.051: For Non-motorized Bridge of carriageway width 3.05m on Village Road, including cost of taken out El Rail of driving</p>', '2023-10-21 17:49:57', '2024-02-04 06:10:52'),
(431, 27, 17, 13, 39, '4.04.05.10.04', '1', 6608.33, 6485.00, 6034.61, 6034.61, '<p>IB-DES_VR2.441: For Pedestrian Bridge of carriageway width 2.44m on Village Road, including cost of taken out El Rail of driving</p>', '2023-10-21 17:51:04', '2024-02-04 06:10:52'),
(432, 27, 17, 13, 39, '4.04.05.10.05', '1', 5500.23, 5406.46, 5103.23, 5103.23, '<p>IB-DES_UZR4.20E: For Light Traffic Bridge of carriageway width 4.20m on Upazila Road, excluding cost of taken out El Rail of driving</p>', '2023-10-21 17:53:46', '2024-02-04 06:10:52'),
(433, 27, 17, 13, 39, '4.04.05.10.06', '1', 4417.48, 4343.30, 4102.22, 4102.22, '<p>IB-DES_UNR3.66E: For Jeepable Bridge of carriageway width 3.66m on Union Road, excluding cost of taken out El Rail of driving</p>', '2023-10-21 17:57:02', '2024-02-04 06:10:52'),
(434, 27, 17, 13, 39, '4.04.05.10.07', '1', 2930.49, 2880.60, 2718.81, 2718.81, '<p>IB-DES_VR3.05E: For Non-motorized Bridge of carriageway width 3.05m on Village Road, excluding cost of taken out El Rail of driving</p>', '2023-10-21 17:58:49', '2024-02-04 06:10:52'),
(435, 27, 17, 13, 39, '4.04.05.10.08', '1', 1575.19, 1543.37, 1459.03, 1459.03, '<p>IB-DES_VR2.44E: For Pedestrian Bridge of carriageway width 2.44m on Village Road, excluding cost of taken out El Rail of driving</p>', '2023-10-21 18:00:23', '2024-02-04 06:10:52'),
(436, 27, 17, 13, 39, '4.04.05.10.09', '1', 4319.59, 4247.29, 4014.60, 4014.60, '<p>IB-DES_UZR4.20: For Light Traffic Bridge of carriageway width 4.20m on Upazila Road, excluding cost of steel frame work and taken out El Rail of driving</p>', '2023-10-21 18:02:08', '2024-02-04 06:10:52'),
(437, 27, 17, 13, 39, '04.04.05.10.10', '1', 3543.53, 3485.22, 3296.36, 3296.36, '<p>IB-DES_UNR3.66: For Jeepable Bridge of carriageway width 3.66m on Union Road, excluding cost of steel frame work and taken out El Rail of driving</p>', '2023-10-21 18:03:56', '2024-02-04 06:10:52'),
(438, 27, 17, 13, 39, '4.04.05.10.11', '1', 2180.12, 2143.87, 2026.92, 2026.92, '<p>IB-DES_VR3.05: For Non-motorized Bridge of carriageway width 3.05m on Village Road, excluding cost of steel frame work and taken out El Rail of driving</p>', '2023-10-21 18:05:05', '2024-02-04 06:10:52'),
(439, 27, 17, 13, 39, '4.04.05.10.12', '1', 1298.17, 1276.02, 1205.25, 1205.25, '<p>IB-DES_VR2.44: For Pedestrian Bridge of carriageway width 2.44m on Village Road, excluding cost of steel frame work and taken out El Rail of driving</p>', '2023-10-21 18:06:11', '2024-02-04 06:10:52'),
(440, 27, 17, 13, 39, '4.04.05.11', '1', 256.18, 256.18, 252.34, 252.34, '<p>IB-W: Providing and making specified welding conforming to AWS D1.4 by electric arc welding for construction of Iron Bridge with highly oxidized electrodes making the points prominent and accepted by the Engineer-in-charge. The cost of all materials, labour, tools and plants, electricity and all equipment is included in this unit rate. Welding shall be carried out under the continuous direction of an experienced and competent superisor.<br>[Direct type Lap-welded splice over one side of contact by welding of minimum length not less than 10 times of section thickness unless otherwise mentioned in the working drawing]</p>', '2023-10-21 18:07:15', '2024-02-04 06:10:52'),
(441, 27, 17, 11, 39, '4.04.06.01', '1', 178.94, 178.94, 178.94, 178.34, '<p>Grade 345: Box &amp; I Sections in accordance with ASTM A 709M/ AASHTO M 270 of Grade 345, 345S, 345W or HPS 345W</p>', '2023-10-21 18:08:23', '2024-02-04 06:10:52'),
(442, 27, 17, 11, 39, '4.04.06.02', '1', 181.35, 181.35, 181.35, 181.35, '<p>Grade 485W: Decking Sheet in accordance with ASTM A 709M/ AASHTO M 270 of Grade 485W or HPS 345W</p>', '2023-10-21 18:09:12', '2024-02-04 06:10:52'),
(443, 27, 17, 11, 39, '4.04.06.03.01', '1', 127.40, 127.40, 127.40, 127.40, '<p>Grade 250BU: Built-up Sections</p>', '2023-10-21 18:10:01', '2024-02-04 06:10:52'),
(444, 27, 17, 11, 39, '4.04.06.03.02', '1', 144.71, 144.71, 144.71, 144.71, '<p>Grade 250HR: Hot-rolled Sections (W, H, I-shape, Channel, Angle, Tube etc.)</p>', '2023-10-21 18:11:47', '2024-02-04 06:10:52'),
(445, 27, 17, 11, 39, '4.04.07.01', '1', 360.38, 360.38, 360.38, 360.38, '<p>SSW_Bolt_325: Structural bolts in accordance with ASTM A325M/ AASHTO M 164M Type 1</p>', '2023-10-21 18:12:49', '2024-02-04 06:10:52'),
(446, 27, 17, 11, 39, '4.04.07.02', '1', 507.62, 507.62, 507.62, 507.62, '<p>SSW_Bolt_490: Structural bolts in accordance with ASTM A490 Type 1</p>', '2023-10-21 18:14:27', '2024-02-04 06:10:52'),
(447, 27, 17, 11, 39, '4.04.08', '1', 169.00, 169.00, 169.00, 169.00, '<p>SSW_SS: Supply and fabrication of Stud shear connectors of varying diameter conforming to ASTM A 108M including cost of testing at international/national accredited test authority/ BUET etc. as per approved design, drawing, specification and direction of E-I-C. [PWD 10.16]</p>', '2023-10-21 18:15:07', '2024-02-04 06:10:52'),
(448, 27, 17, 11, 39, '4.04.09', '1', 21.27, 21.27, 21.27, 21.27, '<p>SSW_AE: Assembling and erection of fabricated steel structure to proper line, level and camber as per approved drawings complete in all respect including transportation and handling supply of all fasteners. Painting of all exposed surface of steel work after erection with one coat of red oxide confirming to ASTM D 83 and two coats Aluminium paint confirming to ASTM A 463, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles, erection cum dismandling of staging, scaffolding &amp; falsework etc. complete as per specification and as directed by the E- I-C. A full proof method statement of erection programe at site has to be submitted and get approved before starting the erection program.</p>', '2023-10-21 18:15:49', '2024-02-04 06:10:52'),
(449, 27, 17, 21, 39, '4.04.10.01', '1', 2115.30, 2100.45, 2053.88, 2053.88, '<p>TSB_50: Within 50km of Stack-yard/ source to site</p>', '2023-10-21 18:17:42', '2024-02-04 06:10:52'),
(450, 27, 17, 34, 39, '4.04.10.02', '1', 9.26, 9.26, 9.26, 9.26, '<p>TSB_50+: Additional charge Beyond 50km of Stack-yard/ source to site</p>', '2023-10-21 18:24:08', '2024-02-04 06:10:52'),
(451, 27, 18, 20, 39, '4.05.01.01.01', '1', 223.93, 220.25, 203.99, 203.99, '<p>For depth up to 3m</p>', '2023-10-21 18:27:26', '2024-02-04 06:10:52'),
(452, 27, 18, 20, 39, '4.05.01.01.02', '1', 257.68, 253.38, 234.67, 234.67, '<p>For depth 3m to 6m</p>', '2023-10-21 18:29:10', '2024-02-04 06:10:52'),
(453, 27, 18, 20, 39, '4.05.01.01.03', '1', 426.39, 419.03, 388.05, 388.05, '<p>For depth above 6m</p>', '2023-10-21 18:30:45', '2024-02-04 06:10:52'),
(454, 27, 18, 20, 39, '4.05.01.02.01', '1', 121.49, 121.12, 119.63, 119.63, '<p>For depth up to 3m</p>', '2023-10-21 18:32:45', '2024-02-04 06:10:52'),
(455, 27, 18, 20, 39, '4.05.01.02.02', '1', 135.86, 135.41, 133.61, 133.61, '<p>For depth 3m to 6m</p>', '2023-10-21 18:34:09', '2024-02-04 06:10:52'),
(456, 27, 18, 20, 39, '4.05.01.02.03', '1', 153.95, 153.41, 151.23, 151.23, '<p>For depth above 6m</p>', '2023-10-21 18:35:51', '2024-02-04 06:10:52'),
(457, 27, 18, 20, 39, '4.05.01.03.01', '1', 291.42, 286.51, 265.34, 265.34, '<p>For depth up to 3m</p>', '2023-10-21 18:38:45', '2024-02-04 06:10:52'),
(458, 27, 18, 20, 39, '4.05.01.03.02', '1', 362.65, 385.90, 357.37, 357.37, '<p>For depth 3m to 6m</p>', '2023-10-21 18:41:05', '2024-02-04 06:10:52'),
(459, 27, 18, 20, 39, '4.05.01.03.03', '1', 460.14, 452.16, 418.72, 418.72, '<p>For depth above 6m</p>', '2023-10-21 18:42:10', '2024-02-04 06:10:52'),
(460, 27, 18, 20, 39, '4.05.01.04.01', '1', 133.63, 133.22, 131.59, 131.59, '<p>For depth up to 3m<br>&nbsp;</p>', '2023-10-21 18:43:30', '2024-02-04 06:10:52'),
(461, 27, 18, 20, 39, '4.05.01.04.02', '1', 150.68, 150.15, 148.01, 148.01, '<p>For depth 3m to 6m</p>', '2023-10-21 18:44:41', '2024-02-04 06:10:52'),
(462, 27, 18, 20, 39, '4.05.01.04.03', '1', 171.11, 171.09, 168.34, 168.34, '<p>For depth above 6m</p>', '2023-10-21 18:45:56', '2024-02-04 06:10:52'),
(463, 27, 18, 20, 39, '4.05.02.01', '1', 64.90, 64.76, 63.85, 63.85, '<p>Lead up to 500m</p>', '2023-10-21 18:50:32', '2024-02-04 06:10:52'),
(464, 27, 18, 20, 39, '4.05.02.02', '1', 71.74, 71.60, 70.70, 70.70, '<p>Lead 500m to 1km</p>', '2023-10-21 18:52:03', '2024-02-04 06:10:52'),
(465, 27, 18, 20, 39, '4.05.02.03', '1', 85.44, 85.30, 84.39, 84.39, '<p>Lead 1km to 2km</p>', '2023-10-21 18:53:01', '2024-02-04 06:10:52'),
(466, 27, 18, 20, 39, '4.05.02.04', '1', 99.13, 98.99, 98.08, 98.08, '<p>Lead 2km to 3km</p>', '2023-10-21 18:54:01', '2024-02-04 06:10:52'),
(467, 27, 18, 20, 39, '4.05.02.05', '1', 112.83, 112.69, 111.78, 111.78, '<p>Lead 3km to 4km</p>', '2023-10-21 18:55:39', '2024-02-04 06:10:52'),
(468, 27, 18, 20, 39, '4.05.02.06', '1', 126.52, 126.38, 125.47, 125.47, '<p>Lead 4km to 5km</p>', '2023-10-21 18:56:42', '2024-02-04 06:10:52'),
(469, 27, 18, 20, 39, '4.05.02.07', '1', 140.21, 140.07, 139.16, 139.16, '<p>Lead above 5km</p>', '2023-10-21 18:57:53', '2024-02-04 06:10:52'),
(470, 27, 18, 9, 39, '4.05.03', '1', 474.00, 474.00, 458.00, 458.00, '<p>P&amp;B: Pumping and bailing out water from the interior of any foundation enclosure of work site with all leads and lifts including supply, operation and maintenance of requisite number of water pumps, arrangements for protection of ring bundh and side slopes of foundation pit against erosion or washout etc. It should be carried out in such a manner as to preclude the possibility of the movement of water through or alongside any concrete being placed, etc. all complete as per direction of E-I-C. [PWD 2.2]</p>', '2023-10-21 18:58:54', '2024-02-04 06:10:52'),
(471, 27, 18, 13, 39, '4.05.04.01', '1', 33394.43, 33177.19, 32078.63, 32078.63, '<p>RB_2: For 3m wide &amp; 2m high earthen ring bundh constructed by driving 2/3rd part of 7m long wooden bullah at 500mm c/c in the outer side and driving bullah of same length at 750mm c/c in the inner side, placing tarza &amp; dram sheet including lapping of min. 150mm, polythene sheet, soil filled geobag in the outer side, wooden bracing with 50mm x 50mm at 600mm c/c vertically, cross bracing with 12 BWG GI wire @ 1500mm c/c, bailing out of standing water from inner portion of ring bundh etc.<br>[For depth of standing water. Up to 2m]</p>', '2023-10-21 19:16:37', '2024-02-04 06:10:52'),
(472, 27, 18, 13, 39, '4.05.04.02', '1', 43754.30, 43470.91, 42048.67, 42048.67, '<p>RB_2+: For 3m wide &amp; 3m high earthen ring bundh constructed by driving 2/3rd part of 9m long wooden bullah at 500mm c/c in the outer side and driving same length bullah at 750mm c/c in the inner side, placing tarza &amp; dram sheet including lapping of min. 150mm, polythene sheet, soil filled geobag in the outer side, wooden bracing with 50mm x 50mm at 600mm c/c vertically, cross bracing with 12 BWG Gl wire @ 1500mm c/c, bailing out of standing water from inner portion of ring bundh etc.<br>[For Depth of standing water: Above 2m and up to 3m]</p>', '2023-10-21 19:18:30', '2024-02-04 06:10:52'),
(473, 27, 18, 7, 39, '4.05.05.01.01', '1', 165743.13, 164344.32, 157693.83, 157693.83, '<p>For 3000mm x 6000mm wells/</p>', '2023-10-21 19:20:59', '2024-02-04 06:10:52'),
(474, 27, 18, 7, 39, '4.05.05.01.02', '1', 182096.95, 180563.16, 173267.26, 173267.26, '<p>For 3000mm x 7200mm wells</p>', '2023-10-21 19:22:27', '2024-02-04 06:10:52'),
(475, 27, 18, 7, 39, '4.05.05.01.03', '1', 183962.03, 182415.97, 175055.65, 175055.65, '<p>For 3600mm x 7200mm wells</p>', '2023-10-21 19:24:04', '2024-02-04 06:10:52'),
(476, 27, 18, 7, 39, '4.05.05.01.04', '1', 192980.68, 191361.00, 183646.07, 183646.07, '<p>For 3000mm x 8100mm wells</p>', '2023-10-21 19:27:58', '2024-02-04 06:10:52'),
(477, 27, 18, 7, 39, '4.05.05.01.05', '1', 196972.19, 195315.71, 187430.83, 187430.83, '<p>For 3600mm x 8100mm wells</p>', '2023-10-21 19:29:48', '2024-02-04 06:10:52'),
(478, 27, 18, 7, 39, '4.05.05.01.06', '1', 198827.46, 197158.70, 189210.02, 189210.02, '<p>For 3300mm x 8400mm wells</p>', '2023-10-21 19:31:45', '2024-02-04 06:10:52'),
(479, 27, 18, 7, 39, '4.05.05.01.07', '1', 200199.28, 198518.25, 190512.51, 190512.51, '<p>For 3900mm x 7800mm wells</p>', '2023-10-21 19:33:38', '2024-02-04 06:10:52'),
(480, 27, 18, 7, 39, '4.05.05.01.08', '1', 202054.54, 200361.24, 192291.70, 192291.70, '<p>For 4800mm x 7800mm wells</p>', '2023-10-21 19:36:01', '2024-02-04 06:10:52'),
(481, 27, 18, 7, 39, '4.05.05.02.01', '1', 179002.58, 177491.86, 170309.34, 170309.34, '<p>For 3000mm x 6000mm wells</p>', '2023-10-21 19:37:43', '2024-02-04 06:10:52'),
(482, 27, 18, 7, 39, '4.05.05.02.02', '1', 207590.52, 205842.00, 197524.68, 197524.68, '<p>For 3000mm x 7200mm wells<br>&nbsp;</p>', '2023-10-21 19:39:42', '2024-02-04 06:10:52'),
(483, 27, 18, 7, 39, '4.05.05.02.03', '1', 211556.33, 209778.37, 201314.00, 201314.00, '<p>For 3600mm x 7200mm wells<br>&nbsp;</p>', '2023-10-21 19:41:27', '2024-02-04 06:10:52'),
(484, 27, 18, 7, 39, '4.05.05.02.04', '1', 221927.78, 220065.15, 211192.98, 211192.98, '<p>For 3000mm x 8100mm wells<br>&nbsp;</p>', '2023-10-21 19:44:29', '2024-02-04 06:10:52'),
(485, 27, 18, 7, 39, '4.05.05.02.05', '1', 226518.02, 224613.06, 215545.46, 215545.46, '<p>For 3600mm x 8100mm wells</p>', '2023-10-21 19:45:59', '2024-02-04 06:10:52'),
(486, 27, 18, 7, 39, '4.05.05.02.06', '1', 228651.58, 226732.51, 217591.52, 217591.52, '<p>For 3300mm x 8400mm wells<br>&nbsp;</p>', '2023-10-21 19:48:05', '2024-02-04 06:10:52'),
(487, 27, 18, 7, 39, '4.05.05.02.07', '1', 230299.17, 228295.99, 219089.39, 219089.39, '<p>For 3900mm x 7800mm wells<br>&nbsp;</p>', '2023-10-21 19:49:44', '2024-02-04 06:10:52'),
(488, 27, 18, 7, 39, '4.05.05.02.08', '1', 234383.27, 232419.04, 223058.37, 223058.37, '<p>For 4800mm x 7800mm wells</p>', '2023-10-21 19:51:13', '2024-02-04 06:10:52'),
(489, 27, 18, 7, 39, '4.05.05.03.01', '1', 192262.03, 190639.41, 182924.85, 182924.85, '<p>For 3000mm x 6000mm wells<br>&nbsp;</p>', '2023-10-21 19:53:38', '2024-02-04 06:10:52'),
(490, 27, 18, 7, 39, '4.05.05.03.02', '1', 213053.43, 211258.90, 202722.69, 202722.69, '<p>For 3000mm x 7200mm wells<br>&nbsp;</p>', '2023-10-21 20:48:12', '2024-02-04 06:10:52'),
(491, 27, 18, 7, 39, '4.05.05.03.03', '1', 217075.19, 215250.85, 206565.67, 206565.67, '<p>For 3600mm x 7200mm wells</p>', '2023-10-21 20:49:37', '2024-02-04 06:10:52'),
(492, 27, 18, 7, 39, '4.05.05.03.04', '1', 227717.20, 225805.98, 216702.36, 216702.36, '<p>For 3000mm x 8100mm wells</p>', '2023-10-21 20:51:30', '2024-02-04 06:10:52'),
(493, 27, 18, 7, 39, '4.05.05.03.05', '1', 234396.91, 232425.69, 223042.69, 223042.69, '<p>For 3600mm x 8100mm wells</p>', '2023-10-21 20:53:46', '2024-02-04 06:10:52'),
(494, 27, 18, 7, 39, '4.05.06.01.01', '1', 181757.89, 180797.37, 176884.72, 176884.72, '<p>Size of Island: 11m x 15m</p>', '2023-10-21 20:55:30', '2024-02-04 06:10:52'),
(495, 27, 18, 7, 39, '4.05.06.01.02', '1', 203568.84, 202493.06, 198066.09, 198066.09, '<p>Size of Island: 11m x 18m</p>', '2023-10-21 20:58:38', '2024-02-04 06:10:52'),
(496, 27, 18, 7, 39, '4.05.06.01.03', '1', 219927.05, 218764.82, 213982.11, 213982.11, '<p>Size of Island: 11m x 20m</p>', '2023-10-21 21:00:28', '2024-02-04 06:10:52'),
(497, 27, 18, 7, 39, '4.05.06.02.01', '1', 576310.84, 574056.79, 562134.36, 562134.36, '<p>Size of Island: 11m x 15m</p>', '2023-10-21 21:02:05', '2024-02-04 06:10:52'),
(498, 27, 18, 7, 39, '4.05.06.02.02', '1', 645468.14, 642943.61, 629590.48, 629590.48, '<p>Size of Island: 11m x 18m<br>&nbsp;</p>', '2023-10-21 21:04:20', '2024-02-04 06:10:52'),
(499, 27, 18, 7, 39, '4.05.06.02.03', '1', 697336.12, 694608.72, 680182.57, 680182.57, '<p>Size of Island: 11m x 20m</p>', '2023-10-21 21:06:16', '2024-02-04 06:10:52'),
(500, 27, 18, 35, 39, '4.05.07.01', '1', 677318.92, 677318.92, 677318.92, 677318.92, '<p>Size: 26.0m x 8.5m, Loaded Draft: 1.8m/1.2m, Carrying capacity. 150 MT<br>&nbsp;</p>', '2023-10-21 21:08:42', '2024-02-04 06:10:52'),
(501, 27, 18, 35, 39, '4.05.07.02', '1', 677318.92, 677318.92, 677318.92, 677318.92, '<p>Size: 30.0m x 9.0m, Loaded Draft: 1.8m/1.2m, Carrying capacity: 200 MT<br>&nbsp;</p>', '2023-10-21 21:09:38', '2024-02-04 06:10:52'),
(502, 27, 18, 35, 39, '4.05.07.03', '1', 761983.78, 761983.78, 761983.78, 761983.78, '<p>Size: 38.0m x 9.0m, Loaded Draft: 2.0m/1.37m, Carrying capacity: 300 MT<br>&nbsp;</p>', '2023-10-21 21:10:57', '2024-02-04 06:10:52'),
(503, 27, 18, 35, 39, '4.05.07.04', '1', 931313.51, 931313.51, 931313.51, 931313.51, '<p>Size: 36.5m x 12.0m, Loaded Draft: 2.4m/1.8m, Carrying capacity: 400 MT<br>&nbsp;</p>', '2023-10-21 21:12:01', '2024-02-04 06:10:52'),
(504, 27, 18, 35, 39, '4.05.07.05', '1', 931313.51, 931313.51, 931313.51, 931313.51, '<p>Size: 38.0m x 13.5m, Loaded Draft: 2.4m/1.8m, Carrying capacity: 500 MT</p>', '2023-10-21 21:13:02', '2024-02-04 06:10:52'),
(505, 27, 18, 2, 39, '4.05.08.01', '1', 16096.34, 15731.13, 14745.30, 14745.30, '<p>For 5.00m to 9.00m depth of water<br>&nbsp;</p>', '2023-10-21 21:18:48', '2024-02-04 06:10:52'),
(506, 27, 18, 2, 39, '4.05.08.02', '1', 18563.95, 18139.08, 17001.11, 17001.11, '<p>For 9.00m to 12.00m depth of water<br>&nbsp;</p>', '2023-10-21 21:20:35', '2024-02-04 06:10:52'),
(507, 27, 18, 2, 39, '4.05.08.03', '1', 19704.98, 19256.27, 18041.35, 18041.35, '<p>For 12.00m to 15.00m depth of water<br>&nbsp;</p>', '2023-10-21 21:22:00', '2024-02-04 06:10:52'),
(508, 27, 18, 2, 39, '4.05.08.04', '1', 20861.68, 20388.81, 19095.87, 19095.87, '<p>For 15.00m to 18.00m depth of water<br>&nbsp;</p>', '2023-10-21 21:23:40', '2024-02-04 06:10:52'),
(509, 27, 18, 2, 39, '4.05.08.05', '1', 22058.16, 21560.34, 20186.57, 20186.57, '<p>For 18.00m &amp; Above depth of water</p>', '2023-10-21 21:25:08', '2024-02-04 06:10:52'),
(510, 27, 18, 2, 39, '4.05.09.01', '1', 129720.73, 129750.87, 129330.31, 129440.58, '<p>For depth up to 5m from LWL<br>&nbsp;</p>', '2023-10-21 21:26:56', '2024-02-04 06:10:52'),
(511, 27, 18, 2, 39, '4.05.09.02', '1', 142692.80, 142725.96, 142263.34, 142384.63, '<p>For depth 5m to 6m from LWL<br>&nbsp;</p>', '2023-10-21 21:28:45', '2024-02-04 06:10:52'),
(512, 27, 18, 2, 39, '4.05.09.03', '1', 155664.88, 155701.05, 155196.37, 155328.69, '<p>For depth 6m to 7m from LWL<br>&nbsp;</p>', '2023-10-21 21:30:18', '2024-02-04 06:10:52'),
(513, 27, 18, 2, 39, '4.05.09.04', '1', 168636.95, 168676.13, 168129.41, 168272.75, '<p>For depth 7m to 8m from LWL<br>&nbsp;</p>', '2023-10-21 21:32:36', '2024-02-04 06:10:52'),
(514, 27, 18, 2, 39, '4.05.09.05', '1', 181609.02, 181651.22, 181062.44, 181216.81, '<p>For depth 8m to 9m from LWL<br>&nbsp;</p>', '2023-10-21 21:33:59', '2024-02-04 06:10:52'),
(515, 27, 18, 2, 39, '4.05.09.06', '1', 194518.10, 194626.31, 193995.47, 194160.86, '<p>For depth 9m to 10m from LWL<br>&nbsp;</p>', '2023-10-21 21:35:34', '2024-02-04 06:10:52'),
(516, 27, 18, 2, 39, '4.05.09.07', '1', 207553.17, 207601.39, 206928.50, 207104.92, '<p>For depth above 10m from LWL</p>', '2023-10-21 21:37:18', '2024-02-04 06:10:52'),
(517, 27, 18, 2, 39, '4.05.10.01', '1', 9696.31, 9678.59, 9623.88, 9623.88, '<p>Dewatering system for depth up to 3m<br>&nbsp;</p>', '2023-10-22 13:14:51', '2024-02-04 06:10:52'),
(518, 27, 18, 2, 39, '4.05.10.02', '1', 30197.73, 30160.80, 30051.55, 30051.55, '<p>Dewatering system for depth 3m to 6m<br>&nbsp;</p>', '2023-10-22 13:16:15', '2024-02-04 06:10:52'),
(519, 27, 18, 2, 39, '4.05.10.03', '1', 75051.98, 74976.44, 74758.97, 74758.97, '<p>Dewatering system for depth 6m to 9m<br>&nbsp;</p>', '2023-10-22 13:17:57', '2024-02-04 06:10:52'),
(520, 27, 18, 2, 39, '4.05.10.04', '1', 93814.98, 93720.55, 93448.71, 93448.71, '<p>Dewatering system for depth above 9m</p>', '2023-10-22 13:19:11', '2024-02-04 06:10:52'),
(521, 27, 18, 2, 39, '4.05.11.01', '1', 30348.75, 30196.52, 29596.60, 29596.60, '<p>SPW_3+: depth from 3 m to 4 m from LWL</p>', '2023-10-22 13:20:41', '2024-02-04 06:10:52'),
(522, 27, 18, 2, 39, '4.05.11.02', '1', 33735.03, 33559.90, 32889.64, 32889.64, '<p>SPW_4+: depth from 4 m to 5 m from LWL</p>', '2023-10-22 13:22:10', '2024-02-04 06:10:52'),
(523, 27, 19, 20, 39, '4.06.01.01', '1', 1071.19, 1071.93, 1021.87, 1021.87, '<p>Sand of Minimum FM 0.8</p>', '2023-10-22 13:23:59', '2024-02-04 06:10:52'),
(524, 27, 19, 20, 39, '4.06.01.02', '1', 1190.46, 1194.14, 1144.08, 1144.08, '<p>Sand of Minimum FM 1.2</p>', '2023-10-22 13:24:52', '2024-02-04 06:10:52'),
(525, 27, 19, 20, 39, '4.06.01.03', '1', 2176.99, 2201.29, 2149.75, 2149.75, '<p>Sand of Minimum FM 1.8</p>', '2023-10-22 13:26:03', '2024-02-04 06:10:52'),
(526, 27, 19, 20, 39, '4.06.01.04', '1', 3000.08, 2902.16, 2924.25, 2893.33, '<p>Sand of Minimum FM 2.5</p>', '2023-10-22 13:27:28', '2024-02-04 06:10:52'),
(527, 27, 19, 2, 39, '4.06.02', '1', 591.40, 590.26, 564.71, 564.71, '<p>Single layer brick flat soling with 1st class or picked kiln burnt bricks in foundation, filling the interstices tightly with sand of minimum FM 0.50, watering, leveling, dressing, etc. all complete as per instruction of the E-I-C.</p>', '2023-10-22 13:29:25', '2024-02-04 06:10:52'),
(528, 27, 19, 20, 39, '4.06.03', '1', 10561.05, 10522.94, 10163.41, 10163.41, '<p>PCC-10: Plain cement concrete work in foundation with minimum compressive strength of 10 MPa at 28 days (sugessted mix proportion 1:3:6) on standard cylinder as per standard practice of Code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded 1st class/ picked brick chips (LAA value not exceeding 40) comforming to ASTM C 33 including breaking bricks into chips, shuttering, mixing by concrete mixer machine, casting, laying compacting and curing for the requisite period etc. all complete as per direction of the E-I-C. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost.</p>', '2023-10-22 13:31:49', '2024-02-04 06:10:52'),
(529, 27, 19, 20, 39, '4.06.04', '1', 11489.78, 11451.53, 11101.30, 11101.30, '<p>PCC-17: Plain cement concrete work in foundation with minimum compressive strength of 17 MPa at 28 days (sugessted mix proportion 1:2:4 &amp; maximum w/c ratio 0.45) on standard cylinder as per standard practice of Code AASHTO/ASTM/ and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded 1st class/ picked brick chips (LAA value not exceeding 40) comforming to ASTM C 33 including breaking bricks into chips, shuttering, mixing by concrete mixer machine, casting, laying compacting and curing for the requisite period etc. all complete as per direction of the E-I-C. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost.</p>', '2023-10-22 13:33:10', '2024-02-04 06:10:52'),
(530, 27, 19, 20, 39, '4.06.05.01', '1', 10465.39, 10438.15, 10056.98, 10056.98, '<p>Cement mortar(1:3)</p>', '2023-10-22 13:34:26', '2024-02-04 06:10:52'),
(531, 27, 19, 20, 39, '4.06.05.02', '1', 9939.29, 9911.68, 9532.28, 9532.28, '<p>Cement mortar(1:4)</p>', '2023-10-22 13:35:29', '2024-02-04 06:10:52'),
(532, 27, 19, 20, 39, '4.06.05.03', '1', 9461.06, 9433.35, 9054.47, 9054.47, '<p>Cement mortar(1:6)</p>', '2023-10-22 13:36:39', '2024-02-04 06:10:52'),
(533, 27, 19, 2, 39, '4.06.06.01', '1', 295.32, 293.34, 276.59, 276.59, '<p>Cement mortar(1:3)&nbsp;</p>', '2023-10-22 13:37:51', '2024-02-04 06:10:52'),
(534, 27, 19, 20, 39, '4.06.06.02', '1', 282.79, 280.80, 264.09, 264.09, '<p>Cement mortar(1:4)</p>', '2023-10-22 13:38:42', '2024-02-04 06:10:52'),
(535, 27, 20, 13, 39, '4.07.01.01.01', '1', 1630.33, 1622.23, 1596.58, 1596.58, '<p>450mm diameter</p>', '2023-10-22 13:48:22', '2024-02-04 06:10:52'),
(536, 27, 20, 13, 39, '4.07.01.01.02', '1', 1992.63, 1980.82, 1942.01, 1942.01, '<p>500mm diameter</p>', '2023-10-22 13:50:21', '2024-02-04 06:10:52'),
(537, 27, 20, 13, 39, '4.07.01.01.03', '1', 2340.62, 2327.80, 2286.63, 2286.63, '<p>600mm diameter</p>', '2023-10-22 13:52:30', '2024-02-04 06:10:52'),
(538, 27, 20, 13, 39, '4.07.01.01.04', '1', 2696.44, 2682.95, 2639.92, 2639.92, '<p>700mm diameter</p>', '2023-10-22 13:53:40', '2024-02-04 06:10:52'),
(539, 27, 20, 13, 39, '4.07.01.01.05', '1', 2970.88, 2957.38, 2914.19, 2914.19, '<p>800mm diameter</p>', '2023-10-22 13:54:37', '2024-02-04 06:10:52'),
(540, 27, 20, 13, 39, '4.07.01.02.01', '1', 2557.18, 2553.47, 2541.53, 2541.53, '<p>600mm diameter</p>', '2023-10-22 13:55:47', '2024-02-04 06:10:52'),
(541, 27, 20, 13, 39, '4.07.01.02.02', '1', 3093.57, 3089.25, 3075.33, 3075.33, '<p>700mm diameter</p>', '2023-10-22 13:56:44', '2024-02-04 06:10:52'),
(542, 27, 20, 13, 39, '4.07.01.02.03', '1', 3657.27, 3652.32, 3636.39, 3636.39, '<p>800mm diameter</p>', '2023-10-22 13:57:52', '2024-02-04 06:10:52'),
(543, 27, 20, 13, 39, '4.07.01.02.04', '1', 4602.31, 4595.83, 4575.18, 4575.18, '<p>900mm diameter</p>', '2023-10-22 13:59:41', '2024-02-04 06:10:52'),
(544, 27, 20, 13, 39, '4.07.01.02.05', '1', 6020.94, 6012.17, 5984.43, 5984.43, '<p>1000mm diameter</p>', '2023-10-22 14:00:55', '2024-02-04 06:10:52'),
(545, 27, 20, 13, 39, '4.07.01.02.06', '1', 7337.35, 7326.10, 7291.00, 7291.00, '<p>1200mm diameter</p>', '2023-10-22 14:01:58', '2024-02-04 06:10:52'),
(546, 27, 20, 13, 39, '4.07.01.02.07', '1', 9338.94, 9325.44, 9284.57, 9284.57, '<p>1500mm diameter</p>', '2023-10-22 14:02:55', '2024-02-04 06:10:52'),
(547, 27, 20, 13, 39, '4.07.01.03.1', '1', 3545.73, 3542.01, 3530.07, 3530.07, '<p>600mm diameter</p>', '2023-10-22 14:04:27', '2024-02-04 06:10:52'),
(548, 27, 20, 13, 39, '4.07.01.03.02', '1', 4728.82, 4723.87, 4707.95, 4707.95, '<p>800mm diameter</p>', '2023-10-22 14:06:03', '2024-02-04 06:10:52'),
(549, 27, 20, 13, 39, '4.07.01.03.03', '1', 5878.07, 5871.59, 5850.94, 5850.94, '<p>900mm diameter</p>', '2023-10-22 14:07:18', '2024-02-04 06:10:52'),
(550, 27, 20, 13, 39, '4.07.01.03.04', '1', 7604.17, 7595.40, 7567.66, 7567.66, '<p>1000mm diameter</p>', '2023-10-22 14:09:20', '2024-02-04 06:10:52'),
(551, 27, 20, 13, 39, '4.07.01.03.05', '1', 9044.49, 9033.24, 8998.14, 8998.14, '<p>1200mm diameter</p>', '2023-10-22 14:10:38', '2024-02-04 06:10:52'),
(552, 27, 20, 13, 39, '4.07.01.03.06', '1', 11303.07, 11289.57, 11248.70, 11248.70, '<p>1500mm diameter</p>', '2023-10-22 14:12:01', '2024-02-04 06:10:52'),
(553, 27, 20, 13, 39, '4.07.01.03.07', '1', 13784.99, 13768.49, 13719.15, 13719.15, '<p>1800mm diameter</p>', '2023-10-22 14:13:12', '2024-02-04 06:10:52'),
(554, 27, 20, 13, 39, '4.07.01.03.08', '1', 15182.35, 15162.85, 15105.11, 15105.11, '<p>2000mm diameter</p>', '2023-10-22 14:14:35', '2024-02-04 06:10:52'),
(555, 27, 20, 13, 39, '4.07.01.03.09', '1', 17181.61, 17159.12, 17092.75, 17092.75, '<p>2500mm diameter</p>', '2023-10-22 14:15:38', '2024-02-04 06:10:52'),
(556, 27, 20, 13, 39, '4.07.02.01', '1', 5126.43, 5123.97, 5120.05, 5120.05, '<p>Pile diameter - 450mm</p>', '2023-10-22 14:16:59', '2024-02-04 06:10:52'),
(557, 27, 20, 13, 39, '4.07.02.02', '1', 5649.14, 5646.69, 5642.76, 5642.76, '<p>Pile diameter - 500mm</p>', '2023-10-22 14:18:04', '2024-02-04 06:10:52'),
(558, 27, 20, 13, 39, '4.07.02.03', '1', 6171.85, 6169.40, 6165.47, 6165.47, '<p>Pile diameter - 600mm</p>', '2023-10-22 14:19:22', '2024-02-04 06:10:52'),
(559, 27, 20, 13, 39, '4.07.02.04', '1', 9525.22, 9519.51, 9510.38, 9510.38, '<p>Pile diameter - 700mm</p>', '2023-10-22 14:20:19', '2024-02-04 06:10:52'),
(560, 27, 20, 13, 39, '4.07.02.05', '1', 10687.28, 10679.92, 10668.08, 10668.08, '<p>Pile diameter - 800mm</p>', '2023-10-22 14:21:50', '2024-02-04 06:10:52'),
(561, 27, 20, 13, 39, '4.07.02.06', '1', 11748.29, 11740.44, 11727.80, 11727.80, '<p>Pile diameter - 900mm</p>', '2023-10-22 14:23:07', '2024-02-04 06:10:52'),
(562, 27, 20, 13, 39, '4.07.02.07', '1', 13891.73, 13881.91, 13866.20, 13866.20, '<p>Pile diameter - 1000mm</p>', '2023-10-22 14:24:50', '2024-02-04 06:10:52'),
(563, 27, 20, 13, 39, '4.07.02.08', '1', 15208.93, 15196.66, 15177.03, 15177.03, '<p>Pile diameter - 1200mm</p>', '2023-10-22 14:25:57', '2024-02-04 06:10:52'),
(564, 27, 20, 13, 39, '4.07.02.09', '1', 17364.82, 17351.17, 17329.36, 17329.36, '<p>Pile diameter - 1500mm</p>', '2023-10-22 14:28:49', '2024-02-04 06:10:52'),
(565, 27, 20, 20, 39, '4.07.03', '1', 16462.95, 16536.40, 15511.52, 15780.23, '<p>RCC-25SCCM: Reinforced cement concrete work for cast-in-situ pile with minimum cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average compressive strength, fcr = 33.5 MPa and satisfying a compressive strength fc = 25 MPa at 28 days on standard cylinders as per standard practice of code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type A or F under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33, including breaking chips, screening through proper sieves, placing &amp; maintaining re-bar cage in position, jointing longitudinal bars by welding or re-bar coupling method, placing and removing tripod/ derick as per requirement, mixing in standard-mixture machine with hoper, maintaining allowable slump of 150mm to 200mm, placing a sliding plug or barrier to prevent direct contact between the first charge of concrete in the pipe of the tremie and the water of drilling fluid, pouring the concrete in bore hole with the help of trimie pipe, maintaining the trimie pipe immersed in concrete by at least 1.5m throughout the period of concreting etc. including cost of all materials, labour, equipment and all incidental charges but excluding the cost of reinforcement and its fabrication, welding, coupling and placing etc. all complete as per design, drawing, specifications and direction of the E-I-C. The contractor shall maintain a continuous record of the volume of concrete used and the level of the concrete in the pipe. Any deviations from the theoretical, or expected, volume/ level relationship shall be immediately reported to the E-I-C. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost.&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-22 14:30:16', '2024-02-04 06:10:52'),
(566, 27, 20, 20, 39, '4.07.04', '1', 16559.15, 16632.60, 15607.12, 15876.43, '<p>RCC-25SCBP: Reinforced cement concrete work for cast-in-situ pile with minimum cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average compressive strength, fcr = 33.5 MPa and satisfying a compressive strength fc = 25 MPa at 28 days on standard cylinders as per standard practice of code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type A, For G under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33, including breaking chips, screening through proper sieves, placing &amp; maintaining re-bar cage in position, jointing longitudinal bars by welding or re-bar coupling method, placing and removing tripod/ derrick as per requirement, mixing in mechanized batch mix plant &amp; pumping using line pump or boom placer, maintaining allowable slump of 150mm to 200mm, placing a sliding plug or barrier to prevent direct contact between the first charge of concrete in the pipe of the tremie and the water of drilling fluid, pouring the concrete in bore hole with the help of trimie pipe, maintaining the trimie pipe immersed in concrete by at least 1.5m throughout the period of concreting etc. including cost of all materials, labour, equipment and all incidental charges but excluding the cost of reinforcement and its fabrication, welding, coupling and placing etc. all complete as per design, drawing, specifications and direction of the E-I-C. The contractor shall maintain a continuous record of the volume of concrete used and the level of the concrete in the pipe. Any deviations from the theoretical, or expected, volume/level relationship shall be immediately reported to the E-I-C. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost.<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-22 14:31:37', '2024-02-04 06:10:52'),
(567, 27, 20, 20, 39, '4.07.05', '1', 17430.89, 17504.34, 16479.46, 16748.17, '<p><br>RCC-30SCBP: Reinforced cement concrete work for cast-in-situ pile with minimum cement content and maximum water cement ratio as specified by the laboratory having minimum required average compressive strength, fcr = 38.5 MPa and satisfying a specified compressive strength, fc = 30 MPa at 28 days on standard cylinder as per standard practice of Code AASHTO/ ASTM and cement conforming to BDS EN 197-1 : 2003 CEM-152.5N/ASTM C150 Type-1, high range water reducing admixture of complying type A, F or G under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33 including breaking chips, screening through proper sieves, placing &amp; maintaining re-bar cage in position, jointing longitudinal bars by welding or re-bar coupling method, placing and removing tripod/ derrick as per requirement, mixing in mechanized batch mix plant &amp; pumping using line pump or boom placer, maintaining allowable slump of 150mm to 200mm, placing a sliding plug or barrier to prevent direct contact between the first charge of concrete in the pipe of the tremie and the water of drilling fluid, pouring the concrete in bore hole with the help of trimie pipe, maintaining the trimie pipe immersed in concrete by at least 1.5m throughout the period of concreting etc. including cost of all materials, labour, equipment and all incidental charges but excluding the cost of reinforcement and its fabrication, welding, coupling and placing etc. all complete as per design, drawing, specifications and direction of the E-I-C. The contractor shall maintain a continuous record of the volume of concrete used and the level of the concrete in the pipe. Any deviations from the theoretical, or expected volume/ level relationship shall be immediately reported to the E-I-C. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost. The Mix Design shall have to be approved by the concerned District Quality Control Laboratory or any other reputed laboratory approved by the competent authority before execution of the work.&nbsp;</p><p>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-22 14:32:49', '2024-02-04 06:10:52'),
(568, 27, 20, 13, 39, '4.07.06.01', '1', 7459.03, 7458.36, 7455.66, 7455.66, '<p>400mm diameter and 6mm thick wall</p>', '2023-10-22 14:34:39', '2024-02-04 06:10:52'),
(569, 27, 20, 13, 39, '4.07.06.02', '1', 9928.81, 9928.11, 9925.28, 9925.28, '<p>500mm diameter and 6mm thick wall</p>', '2023-10-22 14:35:43', '2024-02-04 06:10:52'),
(570, 27, 20, 13, 39, '4.07.06.03', '1', 11907.69, 11906.90, 11903.74, 11903.74, '<p>600mm diameter and 6mm thick wall<br>&nbsp;</p>', '2023-10-22 14:40:59', '2024-02-04 06:10:52'),
(571, 27, 20, 13, 39, '4.07.06.04', '1', 13826.76, 13825.97, 13822.81, 13822.81, '<p>700mm diameter and 6mm thick wall<br>&nbsp;</p>', '2023-10-22 14:45:12', '2024-02-04 06:10:52'),
(572, 27, 20, 13, 39, '4.07.06.05', '1', 20951.94, 20951.10, 20947.71, 20947.71, '<p>800mm diameter and 8mm thick wall<br>&nbsp;</p>', '2023-10-22 14:46:58', '2024-02-04 06:10:52'),
(573, 27, 20, 13, 39, '4.07.06.06', '1', 23506.00, 23505.15, 23501.77, 23501.77, '<p>900mm diameter and 8mm thick wall<br>&nbsp;</p>', '2023-10-22 14:49:00', '2024-02-04 06:10:52'),
(574, 27, 20, 13, 39, '4.07.06.07', '1', 32550.25, 32549.35, 32545.74, 32545.74, '<p>1000mm diameter and 10mm thick wall<br>&nbsp;</p>', '2023-10-22 14:51:24', '2024-02-04 06:10:52'),
(575, 27, 20, 13, 39, '4.07.06.08', '1', 37274.34, 37273.42, 37269.75, 37269.75, '<p>1200mm diameter and 10mm thick wall<br>&nbsp;</p>', '2023-10-22 15:02:12', '2024-02-04 06:10:52'),
(576, 27, 20, 13, 39, '4.07.06.09', '1', 54471.13, 54470.18, 54466.38, 54466.38, '<p>1500mm diameter and 12mm thick wall<br>&nbsp;</p>', '2023-10-22 15:03:29', '2024-02-04 06:10:52'),
(577, 27, 20, 13, 39, '4.07.06.10', '1', 65296.01, 65294.90, 65290.47, 65290.47, '<p>1800mm diameter and 12mm thick wall<br>&nbsp;</p>', '2023-10-22 15:04:45', '2024-02-04 06:10:52'),
(578, 27, 20, 13, 39, '4.07.06.11', '1', 96645.38, 96644.11, 96639.04, 96639.04, '<p>2000mm diameter and 16mm thick wall<br>&nbsp;</p>', '2023-10-22 15:06:26', '2024-02-04 06:10:52'),
(579, 27, 20, 13, 39, '4.07.06.12', '1', 150774.80, 150773.38, 150767.68, 150767.68, '<p>2500mm diameter and 20mm thick wall</p>', '2023-10-22 15:07:43', '2024-02-04 06:10:52'),
(580, 27, 20, 21, 39, '4.07.06.13', '1', 121795.76, 121794.60, 121790.00, 121790.00, '<p>Any other diameter and thickness not mentioned in the specified rate chart.&nbsp;<br>Measurement will be based on the weight of the steel casing. Hire Charge of Tripod, Mechanical Winch Machine, Derrick, Welding machine, and other nececcery manpower is included in this unit rate.</p>', '2023-10-22 15:09:00', '2024-02-04 06:10:52'),
(581, 27, 20, 7, 39, '4.07.07.01', '1', 4.00, 3.97, 3.82, 3.82, '<p>SW: spot/tack welding at contact point of the spirals at reasonalbe intervals with the main vertical reinforcements of re-bar cage to be placed in borehole.</p>', '2023-10-22 15:09:49', '2024-02-04 06:10:52'),
(582, 27, 20, 13, 39, '4.07.07.02', '1', 483.00, 483.00, 474.22, 474.22, '<p>LW: Direct type Lap-welded splice over two sides of contact by welding of minimum length not less than 10 times of bar diameter unless otherwise mentioned in the working drawing at the lap of main reinforcement in re-bar cage to be placed in borehole.<br>&nbsp;</p>', '2023-10-22 15:10:38', '2024-02-04 06:10:52'),
(583, 27, 20, 20, 39, '4.07.08', '1', 3595.00, 3518.00, 3274.00, 3274.00, '<p>Labour for breaking head of hardened cast-in-situ bored pile/ pre- cast piles to the correct lines and levels from the top of the piles to the cut-off level as indicated in the approved drawing and exposing pile reinforcement for embedment in pile cap by any means and disposal of the debris to an unobjectionable place outside the site premises including scrapping and removing concrete from steel/ MS rods, straightening and bending of pile bars, preparation and making of platform where necessary, carrying, all sorts of handling, stacking the same properly after clearing, leveling and dressing the site and clearing the river bed, etc. all complete as per direction of the E-I-C. Measurement will be given for the actual pile head volume to be broken. The debris from pile chipping shall be disposed outside the site premises at an environmentally safe place with minimum traffic disruption and procuring entity will not be responsilbe for any irregularities by the party regarding dumping of the debris. [PWD 09.7)</p>', '2023-10-22 15:11:29', '2024-02-04 06:10:52'),
(584, 27, 20, 20, 39, '4.07.09', '1', 12680.29, 12635.90, 12242.17, 12242.17, '<p>RCC-17BCCM: Reinforced cement concrete work for pre-cast pile with minimum cement content relates to nominal mix ratio 1:2:4 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 24 MPa and satisfying a compressive strength fc = 17 MPa at 28 days on standard cylinders as per standard practice of Code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded crushed picked brick chips (LAA value &amp; maximum water absorption not exceeding 38 &amp; 15% respectively) conforming to ASTM C 33 including breaking chips, screening through proper sieves, cleaning and washing, centering and shuttering with MS sheet, MS angle, nuts and bolts, chamfering edges, preparation of casting beds, laying polythene, placing reinforcement cages in position, mixing in standard mixture machine with hoper, maintaining allowable slump of 50mm to 100mm, casting, compacting by mechanical vibrators and tapered rods as where necessary, curing for 28 days etc. The cost of reinforcement and it\'s fabrication, binding, welding and placing is not included in this unit rate. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost. [Using Concrete Mixture Machine and retail rate of Cement]&nbsp;</p>', '2023-10-22 15:13:13', '2024-02-04 06:10:52'),
(585, 27, 20, 20, 39, '4.07.10', '1', 18047.02, 18128.36, 16913.47, 17227.85, '<p>RCC-25SCCM: Reinforced cement concrete work for pre-cast pile with cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average compressive strength, fcr = 33.5 MPa and satisfying a compressive strength fc = 25 MPa at 28 days on standard cylinders as per standard practice of code AASHTO/ ASTM and cement conforming to BDS EN 197-1 : 2003 CEM-II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33, including breaking stone boulders into chips, screening through proper sieves, cleaning and washing, centering and shuttering with MS sheet, MS angle, nuts and bolts, chamfering edges, preparation of casting beds, laying polythene, placing reinforcement cages in position, mixing in standard mixture machine with hoper, maintaining allowable slump of 50mm to 100mm, casting, compacting by mechanical vibrators and tapered rods as where necessary, curing for 28 days etc. The cost of reinforcement and it\'s fabrication, binding, welding and placing is not included but the cost of admixture is included in this unit rate. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost. [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-22 15:14:23', '2024-02-04 06:10:52'),
(586, 27, 20, 20, 39, '4.07.11', '1', 18405.93, 18495.88, 17297.50, 17611.88, '<p>RCC-25SCBP: Reinforced cement concrete work for pre-cast pile with cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average compressive strength, fcr = 33.5 MPa and satisfying a compressive strength fc = 25 MPa at 28 days on standard cylinders as per standard practice of code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33, including breaking stone boulders into chips, screening through proper sieves, cleaning and washing, centering and shuttering with MS sheet, MS angle, nuts and bolts, chamfering edges, preparation of casting beds, laying polythene, placing reinforcement cages in position, mixing in mechanized batch mix plant &amp; pumping using line pump or boom placer, maintaining allowable slump of 50mm to 100mm, casting, compacting by mechanical vibrators and tapered rods as where necessary, curing for 28 days etc. The cost of reinforcement and it\'s fabrication, binding, welding and placing is not included but the cost of admixture is included in this unit rate. Additional quantity of cement to be added if required to attain the specified strength to be provided by the &nbsp;contractor at his own cost. [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-22 15:16:05', '2024-02-04 06:10:52'),
(587, 27, 20, 20, 39, '4.07.12', '1', 19339.62, 19429.57, 18231.19, 18545.58, '<p>RCC-30SCBP: Reinforced cement concrete work for pre-cast pile with minimum cement content and maximum water cement ratio as specified by the laboratory having minimum required average compressive strength, fcr = 38.5 MPa and satisfying a specified compressive strength, fc = 30 MPa at 28 days on standard cylinders as per standard practice of code AASHTO/ASTM and cement conforming to BDS EN 197-1:2003 CEM-I 52.5N/ASTM C150 Type-1, water reducing admixture of complying type A under ASTM C 494 (Doses of admixture to be fixed by the mix design), sand of minimum FM 2.5 and 20mm down well graded crushed stone chips broken from boulders (Preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30) conforming to ASTM C 33, including breaking stone boulders into chips, screening through proper sieves, cleaning and washing, centering and shuttering with MS sheet, MS angle, nuts and bolts, chamfering edges, preparation of casting beds, laying polythene, placing reinforcement cages in position, mixing in mechanized batch mix plant &amp; pumping using line pump or boom placer, maintaining allowable slump of 50mm to 100mm, casting, compacting by mechanical vibrators and tapered rods as where necessary, curing for 28 days etc. The cost of reinforcement and it\'s fabrication, binding, welding and placing is not included but the cost of admixture is included in this unit rate. Additional quantity of cement to be added if required to attain the specified strength to be provided by the contractor at his own cost. The Mix Design shall have to be approved by the concerned District Quality Control Laboratory or any other reputed laboratory approved by the competent authority before execution of the work.<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-22 15:17:16', '2024-02-04 06:10:52'),
(588, 27, 20, 36, 39, '4.07.13', '1', 10307.03, 10307.03, 10307.03, 10307.03, '<p>Mobilization and demobilization of drop hammer type pre-cast pile driving rig set.</p>', '2023-10-22 15:19:12', '2024-02-04 06:10:52'),
(589, 27, 20, 13, 39, '4.07.14.01', '1', 414.94, 410.36, 393.47, 393.47, '<p>X-section of pre-cast pile: 225mm X 225mm<br>&nbsp;</p>', '2023-10-22 15:20:46', '2024-02-04 06:10:52'),
(590, 27, 20, 13, 39, '4.07.14.02', '1', 514.00, 508.00, 489.00, 489.00, '<p>X-section of pre-cast pile: 250mm X 250mm [PWD 09.15)<br>&nbsp;</p>', '2023-10-22 15:21:45', '2024-02-04 06:10:52'),
(591, 27, 20, 13, 39, '4.07.14.03', '1', 817.00, 809.00, 778.00, 778.00, '<p>X-section of pre-cast pile: 300mm x 300mm and 350mm X 350mm [PWD 09.16]<br>&nbsp;</p>', '2023-10-22 15:23:01', '2024-02-04 06:10:52'),
(592, 27, 20, 37, 39, '4.07.15', '1', 184004.97, 184004.97, 184004.97, 184004.97, '<p>Mobilization and demobilization of automatic diesel hammer mounted compete rig set.</p>', '2023-10-22 15:24:50', '2024-02-04 06:10:52'),
(593, 27, 20, 13, 39, '4.07.16.01', '1', 607.32, 603.31, 595.15, 595.15, '<p>X-section of pre-cast pile: 225 X 225 mm<br>&nbsp;</p>', '2023-10-22 15:27:14', '2024-02-04 06:10:52'),
(594, 27, 20, 13, 39, '4.07.16.02', '1', 781.84, 776.68, 766.19, 766.19, '<p>X-section of pre-cast pile: 250 mm X 250 mm<br>&nbsp;</p>', '2023-10-22 15:28:54', '2024-02-04 06:10:52'),
(595, 27, 20, 13, 39, '4.07.16.03', '1', 1022.52, 1015.78, 1002.06, 1002.06, '<p>X-section of pre-cast pile: 300 X 300~mm<br>&nbsp;</p>', '2023-10-22 15:30:11', '2024-02-04 06:10:52'),
(596, 27, 20, 13, 39, '4.07.16.04', '1', 1093.83, 1086.62, 1071.93, 1071.93, '<p>X-section of pre-cast pile: 350 X 350~mm<br>&nbsp;</p>', '2023-10-22 15:31:21', '2024-02-04 06:10:52');
INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(597, 27, 20, 13, 39, '4.07.16.05', '1', 1214.54, 1206.52, 1190.21, 1190.21, '<p>X-section of pre-cast pile: 400 X 400~mm<br>&nbsp;</p>', '2023-10-22 15:32:22', '2024-02-04 06:10:52'),
(598, 27, 20, 13, 39, '4.07.16.06', '1', 1301.89, 1293.30, 1275.81, 1275.81, '<p>X-section of pre-cast pile: 450 X 450~mm<br>&nbsp;</p>', '2023-10-22 15:33:39', '2024-02-04 06:10:52'),
(599, 27, 20, 36, 39, '4.07.17.01', '1', 188103.24, 188103.24, 188103.24, 188103.24, '<p>Maximum pile driving force up to 120 ton<br>&nbsp;</p>', '2023-10-22 15:34:52', '2024-02-04 06:10:52'),
(600, 27, 20, 36, 39, '4.07.17.02', '1', 239638.38, 239638.38, 239638.38, 239638.38, '<p>Maximum pile driving force 120 to 180 ton<br>&nbsp;</p>', '2023-10-22 15:35:37', '2024-02-04 06:10:52'),
(601, 27, 20, 36, 39, '4.07.17.03', '1', 291173.51, 291173.51, 291173.51, 291173.51, '<p>Maximum pile driving force 180 to 260 ton<br>&nbsp;</p>', '2023-10-22 15:36:34', '2024-02-04 06:10:52'),
(602, 27, 20, 36, 39, '4.07.07.04', '1', 368476.22, 368476.22, 368476.22, 368476.22, '<p>Maximum pile driving force 260 to 360 ton<br>&nbsp;</p>', '2023-10-22 15:37:28', '2024-02-04 06:10:52'),
(603, 27, 20, 36, 39, '4.07.17.05', '1', 420011.35, 420011.35, 420011.35, 420011.35, '<p>Maximum pile driving force above 360 ton</p>', '2023-10-22 15:38:21', '2024-02-04 06:10:52'),
(604, 27, 20, 13, 39, '4.07.18.01', '1', 886.00, 885.00, 883.00, 883.00, '<p>X-section of pre-cast pile: 300 mm x 300mm &amp; 350mm X 350 mm [PWD <a href=\"https://9.25.2.1/\">9.25.2.1</a>]<br>&nbsp;</p>', '2023-10-22 15:39:38', '2024-02-04 06:10:52'),
(605, 27, 20, 13, 39, '4.07.18.02', '1', 997.00, 996.00, 993.00, 993.00, '<p>X-section of pre-cast pile: 400 mm X 400 mm [PWD <a href=\"https://9.25.2.2/\">9.25.2.2</a>]</p>', '2023-10-22 15:40:39', '2024-02-04 06:10:52'),
(606, 27, 20, 13, 39, '4.07.18.03', '1', 1043.00, 1041.90, 1038.87, 1038.87, '<p>X-section of pre-cast pile: 450 mm X 450 mm [PWD <a href=\"https://9.25.2.3/\">9.25.2.3</a>] &amp; Above</p>', '2023-10-22 15:41:43', '2024-02-04 06:10:52'),
(607, 27, 20, 13, 39, '4.07.19.01', '1', 8933.82, 8932.75, 8931.05, 8931.05, '<p>Steel H-Piles of 400mm x 250mm conforming to requirements of AASHTO M 183.<br>&nbsp;</p>', '2023-10-22 15:42:41', '2024-02-04 06:10:52'),
(608, 27, 20, 13, 39, '4.07.19.02', '1', 10085.67, 10084.43, 10082.45, 10082.45, '<p>Steel H-Piles of 450mm x 250mm conforming to requirements of AASHTO M 183.<br>&nbsp;</p>', '2023-10-22 15:45:26', '2024-02-04 06:10:52'),
(609, 27, 20, 7, 39, '4.07.20', '1', 3326.00, 3296.00, 3173.00, 3173.00, '<p>Manufacturing, supplying and fixing MS shoe for RCC pre-cast pile tip with tip area 12mm x 12 mm, but area 150mm x 150mm and height 250mm, fabricated with 6mm thick 4 nos MS plate (12mm x 150mm x 250mm) at sides and one plate (12mm x 12mm) at tip, having 6mm thick continuous fillet weld at all joints and 20mm dia. 800mm long anchor MS re-bar along with 4 nos. 20mm x 20mm x 3mm MS angle welded to the tip plate including cost of all materials, labour etc. all complete as per design, drawing &amp; direction of the E-I- C. [PWD 09.13]</p>', '2023-10-22 15:52:01', '2024-02-04 06:10:52'),
(610, 27, 20, 13, 39, '4.07.21.01.01', '1', 426.95, 429.03, 401.96, 409.02, '<p>Cost of reinforced cement concrete<br>&nbsp;</p>', '2023-10-22 15:53:09', '2024-02-04 06:10:52'),
(611, 27, 20, 13, 39, '4.07.21.01.02', '1', 240.45, 237.31, 226.26, 226.26, '<p>Cost of driving up to 8.00m</p>', '2023-10-22 15:54:41', '2024-02-04 06:10:53'),
(612, 27, 20, 13, 39, '4.07.21.02.01', '1', 758.72, 762.45, 714.27, 726.85, '<p>Cost of reinforced cement concrete<br>&nbsp;</p>', '2023-10-22 15:56:15', '2024-02-04 06:10:53'),
(613, 27, 20, 13, 39, '4.07.21.02.02', '1', 316.27, 312.05, 297.09, 297.09, '<p>Cost of driving up to 8.00m</p>', '2023-10-22 15:57:14', '2024-02-04 06:10:53'),
(614, 27, 20, 7, 39, '4.07.22.01', '1', 10926.00, 10907.00, 10793.00, 10805.00, '<p>X-section of pre cast pile segment :300mm x 300mm [PWD 09.24.1)<br>&nbsp;</p>', '2023-10-22 15:58:25', '2024-02-04 06:10:53'),
(615, 27, 20, 7, 39, '4.07.22.02', '1', 12347.00, 12329.00, 12207.00, 12219.00, '<p>X-section of pre cast pile segment: 350 mm x 350 mm [PWD 09.24.2)<br>&nbsp;</p>', '2023-10-22 15:59:19', '2024-02-04 06:10:53'),
(616, 27, 20, 7, 39, '4.07.22.03', '1', 13922.00, 13903.00, 13774.00, 13786.00, '<p>X-section of pre cast pile segment: 400mm x 400mm [PWD 09.24.3)<br>&nbsp;</p>', '2023-10-22 16:00:19', '2024-02-04 06:10:53'),
(617, 27, 20, 7, 39, '4.07.22.04', '1', 14278.00, 14260.00, 14134.00, 14146.00, '<p>X-section of pre cast pile segment: 450 mm x 450 mm [PWD 09.24.4)</p>', '2023-10-22 16:01:12', '2024-02-04 06:10:53'),
(618, 27, 20, 7, 39, '4.07.23.01', '1', 148387.11, 148230.85, 147147.82, 147147.82, '<p>Up to 75 MT<br>&nbsp;</p>', '2023-10-22 16:02:54', '2024-02-04 06:10:53'),
(619, 27, 20, 7, 39, '4.07.23.02', '1', 198928.56, 198866.27, 197689.26, 197689.26, '<p>Above 75 MT and up to 125 MT<br>&nbsp;</p>', '2023-10-22 16:04:39', '2024-02-04 06:10:53'),
(620, 27, 20, 7, 39, '4.07.23.03', '1', 260499.76, 260432.30, 258888.67, 258888.67, '<p>Above 125 MT and up to 175 MT<br>&nbsp;</p>', '2023-10-22 16:05:57', '2024-02-04 06:10:53'),
(621, 27, 20, 7, 39, '4.07.23.04', '1', 311041.21, 311067.73, 309430.12, 309430.12, '<p>Above 175 MT and up to 225 MT<br>&nbsp;</p>', '2023-10-22 16:07:14', '2024-02-04 06:10:53'),
(622, 27, 20, 7, 39, '4.07.23.05', '1', 361602.80, 361723.52, 359991.71, 359991.71, '<p>Above 225 MT and up to 275 MT<br>&nbsp;</p>', '2023-10-22 16:08:36', '2024-02-04 06:10:53'),
(623, 27, 20, 7, 39, '4.07.23.06', '1', 414850.89, 415015.80, 412991.95, 412991.95, '<p>Above 275 MT and up to 325 MT<br>&nbsp;</p>', '2023-10-22 16:09:46', '2024-02-04 06:10:53'),
(624, 27, 20, 7, 39, '4.07.23.07', '1', 465392.07, 465650.96, 463533.13, 463533.13, '<p>Above 325 MT and up to 375 MT</p>', '2023-10-22 16:14:04', '2024-02-04 06:10:53'),
(625, 27, 20, 7, 39, '4.07.23.08', '1', 507132.61, 506136.27, 504019.03, 504019.03, '<p>Above 375 MT and up to 500 MT<br>&nbsp;</p>', '2023-10-22 16:16:18', '2024-02-04 06:10:53'),
(626, 27, 20, 7, 39, '4.07.23.09', '1', 778268.24, 777072.62, 774531.94, 774531.94, '<p>Above 500 MT and up to 700 MT<br>&nbsp;</p>', '2023-10-22 16:18:38', '2024-02-04 06:10:53'),
(627, 27, 20, 7, 39, '4.07.23.10', '1', 943438.73, 941944.21, 938768.36, 938768.36, '<p>Above 700 MT and up to 900 MT<br>&nbsp;</p>', '2023-10-22 16:37:11', '2024-02-04 06:10:53'),
(629, 27, 20, 21, 39, '4.07.23.17', '1', 1432.40, 1430.49, 1426.44, 1426.44, '<p>On each additional load Above 2100 MT</p>', '2023-10-22 18:39:28', '2024-02-04 06:10:53'),
(630, 27, 20, 7, 39, '4.07.24.01', '1', 34786.22, 34786.22, 34786.22, 34786.22, '<p>LLT_50: Up to 50 ton capacity pile</p>', '2023-10-22 18:40:49', '2024-02-04 06:10:53'),
(631, 27, 20, 7, 39, '4.07.24.02', '1', 52823.51, 52823.51, 52823.51, 52823.51, '<p>LLT_50+: Above 50 ton capacity pile</p>', '2023-10-22 18:44:53', '2024-02-04 06:10:53'),
(632, 27, 20, 18, 39, '4.07.26.01', '1', 38651.35, 38651.35, 38586.93, 38586.93, '<p>PIT on 10 (ten) nos. piles or less of a single bridge (up to 100km of Dhaka/ nearby source to site)</p>', '2023-10-22 18:46:36', '2024-02-04 06:10:53'),
(633, 27, 20, 32, 39, '4.07.26.02', '1', 47.24, 47.24, 47.24, 47.24, '<p>Additional charge on Mobilization &amp; demobilization beyond 100km of Dhaka/ nearby source to site<br>&nbsp;</p>', '2023-10-22 18:48:37', '2024-02-04 06:10:53'),
(634, 27, 20, 7, 39, '4.07.26.03', '1', 1717.92, 1717.92, 1713.63, 1713.63, '<p>PIT on each additional pile after 10 (ten) piles tested.</p>', '2023-10-22 18:49:51', '2024-02-04 06:10:53'),
(635, 27, 20, 7, 39, '4.07.27.01.01', '1', 113990.81, 113898.78, 113530.68, 113530.68, '<p>lOnly one pile at a site to test in single run<br>&nbsp;</p>', '2023-10-22 18:52:11', '2024-02-04 06:10:53'),
(636, 27, 20, 7, 39, '4.07.27.01.02', '1', 94051.62, 93959.59, 93591.49, 93591.49, '<p>Up to two piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 18:54:47', '2024-02-04 06:10:53'),
(637, 27, 20, 7, 39, '4.07.27.01.03', '1', 87404.89, 87312.87, 86944.76, 86944.76, '<p>Up to three piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 18:56:26', '2024-02-04 06:10:53'),
(638, 27, 20, 7, 39, '4.07.27.01.04', '1', 84082.03, 83990.00, 83621.89, 83621.89, '<p>four or above piles at a site to test in single run</p>', '2023-10-22 18:58:22', '2024-02-04 06:10:53'),
(639, 27, 20, 7, 39, '4.07.27.02.01', '1', 182753.41, 182661.38, 182293.27, 182293.27, '<p>Only one pile at a site to test in single run<br>&nbsp;</p>', '2023-10-22 18:59:37', '2024-02-04 06:10:53'),
(640, 27, 20, 7, 39, '4.07.27.02.02', '1', 132905.43, 132813.41, 132445.30, 132445.30, '<p>Up to two piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:00:59', '2024-02-04 06:10:53'),
(641, 27, 20, 7, 39, '4.07.27.02.03', '1', 116289.11, 116197.08, 115828.97, 115828.97, '<p>Up to three piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:02:31', '2024-02-04 06:10:53'),
(642, 27, 20, 7, 39, '4.07.27.02.04', '1', 107981.45, 107889.42, 107521.31, 107521.31, '<p>four or above piles at a site to test in single run</p>', '2023-10-22 19:04:03', '2024-02-04 06:10:53'),
(643, 27, 20, 7, 39, '4.07.27.03.01', '1', 299616.99, 299524.97, 299156.86, 299156.86, '<p>Only one pile at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:05:53', '2024-02-04 06:10:53'),
(644, 27, 20, 7, 39, '4.07.27.03.02', '1', 219860.24, 219768.21, 219400.10, 219400.10, '<p>Up to two piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:07:11', '2024-02-04 06:10:53'),
(645, 27, 20, 7, 39, '4.07.23.03.03', '1', 193274.32, 193182.29, 192814.18, 192814.18, '<p>Up to three piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:08:35', '2024-02-04 06:10:53'),
(646, 27, 20, 7, 39, '4.07.27.03.04', '1', 179981.86, 179889.83, 179521.72, 179521.72, '<p>four or above piles at a site to test in single run</p>', '2023-10-22 19:09:49', '2024-02-04 06:10:53'),
(647, 27, 20, 7, 39, '4.07.27.04.01', '1', 384918.38, 384826.35, 384458.24, 384458.24, '<p>Only one pile at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:11:30', '2024-02-04 06:10:53'),
(648, 27, 20, 7, 39, '4.07.27.04.02', '1', 280237.64, 280145.61, 279777.50, 279777.50, '<p>Up to two piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:13:06', '2024-02-04 06:10:53'),
(649, 27, 20, 7, 39, '4.07.27.04.03', '1', 245344.05, 245252.03, 244883.92, 244883.92, '<p>Up to three piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:14:33', '2024-02-04 06:10:53'),
(650, 27, 20, 7, 39, '4.07.27.04.04', '1', 227897.26, 227805.24, 227437.13, 227437.13, '<p>four or above piles at a site to test in single run</p>', '2023-10-22 19:16:10', '2024-02-04 06:10:53'),
(651, 27, 20, 7, 39, '4.07.27.05.01', '1', 434766.35, 434674.32, 434306.22, 434306.22, '<p>Only one pile at a site to test in single run</p>', '2023-10-22 19:18:15', '2024-02-04 06:10:53'),
(652, 27, 20, 7, 39, '4.07.27.05.02', '1', 305161.62, 305069.59, 304701.49, 304701.49, '<p>Up to two piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:22:05', '2024-02-04 06:10:53'),
(653, 27, 20, 7, 39, '4.07.27.05.03', '1', 261963.37, 261871.34, 261503.23, 261503.23, '<p>Up to three piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:23:27', '2024-02-04 06:10:53'),
(654, 27, 20, 7, 39, '4.07.27.05.04', '1', 240359.26, 240267.23, 239899.12, 239899.12, '<p>four (or above) piles at a site to test in single run<br>&nbsp;</p>', '2023-10-22 19:25:21', '2024-02-04 06:10:53'),
(655, 27, 20, 13, 39, '4.07.28', '1', 891.67, 890.30, 884.52, 884.52, '<p>CSL Access Tube Installation: Supplying and Installation of 38 to 50mm inside diameter standard weight MS access tubes in each diameter drilled shaft to permit possible inspection by CSL having regular internal diameter, free of defects and obstructions, free from corrosion with clean internal and external faces to ensure a good bond between the concrete and the tubes, fit with a watertight shoe on the bottom and removable cap on the top, extended to within 150mm of the bottom of the drilled shaft to at least 1.0m above the top of the concrete and at least 0.6m but not more than 1.5m above the ground surface including materials, labour, tools and equipment necessary for unobstructed passage of the probes during the CSL Testing.</p>', '2023-10-22 19:26:15', '2024-02-04 06:10:53'),
(656, 27, 20, 18, 39, '4.07.29.01', '1', 278611.82, 278598.94, 278482.99, 278482.99, '<p>Mobilization &amp; demobilization within 100km of Dhaka/ nearby source to site and CSL Testing on 4 (four) nos, access tubes or less of a single bored pile/drilled shafts<br>&nbsp;</p>', '2023-10-22 19:27:55', '2024-02-04 06:10:53'),
(657, 27, 20, 32, 39, '4.07.29.02', '1', 47.24, 47.24, 47.24, 47.24, '<p>Additional charge on Mobilization &amp; demobilization beyond 100km of Dhaka/ nearby source to site<br>&nbsp;</p>', '2023-10-22 19:29:33', '2024-02-04 06:10:53'),
(658, 27, 20, 7, 39, '4.07.29.03', '1', 57091.27, 57088.05, 57059.06, 57059.06, '<p>CSL Testing on each additional access tube after 4(four) access tubes</p>', '2023-10-22 19:30:57', '2024-02-04 06:10:53'),
(659, 27, 20, 20, 39, '4.07.30.01', '1', 37556.23, 37272.79, 36332.27, 36332.27, '<p>PG_60: Post-grouting work by applying pressure up to 60 bars<br>&nbsp;</p>', '2023-10-22 19:33:24', '2024-02-04 06:10:53'),
(660, 27, 20, 36, 39, '4.07.31', '1', 149206.00, 149206.00, 149206.00, 149206.00, '<p>VH-MD: Mobilization and demobilization of Crane (crawler) and vibratory Hammer etc. compelete rig set (PWD 09.26)</p>', '2023-10-22 19:34:14', '2024-02-04 06:10:53'),
(661, 27, 21, 13, 39, '4.08.01.01.01', '1', 6592.08, 6565.09, 6381.52, 6381.52, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-22 19:47:36', '2024-02-04 06:10:53'),
(662, 27, 21, 13, 39, '4.08.01.01.02', '1', 9252.40, 9218.65, 8989.20, 8989.20, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-22 19:49:02', '2024-02-04 06:10:53'),
(663, 27, 21, 13, 39, '4.08.01.01.03', '1', 10732.78, 10693.64, 10427.47, 10427.47, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-22 19:50:43', '2024-02-04 06:10:53'),
(664, 27, 21, 13, 39, '4.08.01.01.04', '1', 13693.55, 13643.61, 13304.02, 13304.02, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-22 19:52:06', '2024-02-04 06:10:53'),
(665, 27, 21, 13, 39, '4.08.01.01.05', '1', 22668.37, 22585.70, 22023.54, 22023.54, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 19:53:13', '2024-02-04 06:10:53'),
(666, 27, 21, 13, 39, '4.08.01.01.06', '1', 32383.39, 32265.29, 31462.20, 31462.20, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 19:54:20', '2024-02-04 06:10:53'),
(667, 27, 21, 13, 39, '4.08.01.01.07', '1', 49962.95, 49780.73, 48541.68, 48541.68, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 19:58:47', '2024-02-04 06:10:53'),
(668, 27, 21, 13, 39, '4.08.01.02.01', '1', 9303.01, 9272.64, 9039.81, 9039.81, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-22 19:59:44', '2024-02-04 06:10:53'),
(669, 27, 21, 13, 39, '4.08.01.02.02', '1', 22466.25, 22405.51, 21939.86, 21939.86, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-22 20:01:02', '2024-02-04 06:10:53'),
(670, 27, 21, 13, 39, '4.08.01.02.03', '1', 26959.50, 26886.62, 26327.83, 26327.83, '<p>Depth beyond 10.0 m up to 15.0 m</p>', '2023-10-22 20:02:13', '2024-02-04 06:10:53'),
(671, 27, 21, 13, 39, '4.08.01.02.04', '1', 34822.69, 34728.55, 34006.78, 34006.78, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-22 20:34:00', '2024-02-04 06:10:53'),
(672, 27, 21, 13, 39, '04.08.01.02.05', '1', 58412.25, 58254.34, 57043.63, 57043.63, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 20:35:28', '2024-02-04 06:10:53'),
(673, 27, 21, 13, 39, '4.08.01.02.06', '1', 85371.86, 85140.95, 83371.46, 83371.46, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 20:37:19', '2024-02-04 06:10:53'),
(674, 27, 21, 13, 39, '4.08.01.02.07', '1', 125811.01, 125470.88, 122863.20, 122863.20, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 20:38:42', '2024-02-04 06:10:53'),
(675, 27, 21, 13, 39, '4.08.01.03.01', '1', 35416.72, 35134.51, 33693.79, 33693.79, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-22 20:40:13', '2024-02-04 06:10:53'),
(676, 27, 21, 13, 39, '4.08.01.04.01', '1', 9759.36, 9725.61, 9496.16, 9496.16, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-22 20:42:17', '2024-02-04 06:10:53'),
(677, 27, 21, 13, 39, '4.08.01.04.02', '1', 12925.01, 12884.52, 12609.18, 12609.18, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-22 20:44:38', '2024-02-04 06:10:53'),
(678, 27, 21, 13, 39, '4.08.01.04.03', '1', 14993.01, 14946.04, 14626.64, 14626.64, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-22 20:46:20', '2024-02-04 06:10:53'),
(679, 27, 21, 13, 39, '4.08.01.04.04', '1', 19129.02, 19069.09, 18661.58, 18661.58, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-22 20:48:37', '2024-02-04 06:10:53'),
(680, 27, 21, 13, 39, '4.08.01.04.05', '1', 31666.28, 31567.07, 30892.48, 30892.48, '<p>Depth beyond 20.0 m up to 25.0 m&nbsp;<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 20:50:39', '2024-02-04 06:10:53'),
(681, 27, 21, 13, 39, '4.08.01.04.06', '1', 45237.54, 45095.82, 44132.11, 44132.11, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 20:52:50', '2024-02-04 06:10:53'),
(682, 27, 20, 7, 39, '4.07.23.11', '1', 1411639.30, 1409636.80, 1405381.47, 1405381.47, '<p>Above 900 MT and up to 1100 MT</p>', '2023-10-22 21:02:47', '2024-02-04 06:10:53'),
(683, 27, 20, 7, 39, '4.07.23.12', '1', 1682263.26, 1679760.12, 1674440.96, 1674440.96, '<p>Above 1100 MT and up to 1300 MT<br>&nbsp;</p>', '2023-10-22 21:04:53', '2024-02-04 06:10:53'),
(684, 27, 20, 7, 39, '4.07.23.13', '1', 1934497.93, 1931494.16, 1925111.17, 1925111.17, '<p>Above 1300 MT and up to 1500 MT<br>&nbsp;</p>', '2023-10-22 21:35:45', '2024-02-04 06:10:53'),
(685, 27, 20, 7, 39, '4.07.23.14', '1', 2496871.04, 2493667.03, 2486858.50, 2486858.50, '<p>Above 1500 MT and up to 1700 MT<br>&nbsp;</p>', '2023-10-22 21:37:28', '2024-02-04 06:10:53'),
(686, 27, 20, 7, 39, '4.07.23.15', '1', 2749309.71, 2745705.20, 2738045.61, 2738045.61, '<p>Above 1700 MT and up to 1900 MT<br>&nbsp;</p>', '2023-10-22 21:39:04', '2024-02-04 06:10:53'),
(687, 27, 20, 7, 39, '4.07.23.16', '1', 3000705.83, 2996700.82, 2988190.16, 2988190.16, '<p>Above 1900 MT and up to 2100 MT<br>&nbsp;</p>', '2023-10-22 21:40:44', '2024-02-04 06:10:53'),
(688, 27, 21, 13, 39, '4.08.01.04.07', '1', 69795.06, 69576.41, 68089.55, 68089.55, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-22 21:42:21', '2024-02-04 06:10:53'),
(689, 27, 21, 13, 39, '4.08.01.05.01', '1', 12925.01, 12884.52, 12609.18, 12609.18, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-22 21:55:41', '2024-02-04 06:10:53'),
(690, 27, 21, 13, 39, '4.08.01.05.02', '1', 23525.89, 23471.90, 23103.42, 23103.42, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 13:10:54', '2024-02-04 06:10:53'),
(691, 27, 21, 13, 39, '4.08.01.05.03', '1', 28231.06, 28166.28, 27724.11, 27724.11, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 13:12:04', '2024-02-04 06:10:53'),
(692, 27, 21, 13, 39, '4.08.01.05.04', '1', 36465.52, 36381.44, 35810.30, 35810.30, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 13:13:24', '2024-02-04 06:10:53'),
(693, 27, 21, 13, 39, '4.08.01.05.05', '1', 61167.30, 61026.93, 60068.89, 60068.89, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:15:07', '2024-02-04 06:10:53'),
(694, 27, 21, 13, 39, '4.08.01.05.06', '1', 89398.37, 89193.21, 87793.00, 87793.00, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:16:14', '2024-02-04 06:10:53'),
(695, 27, 21, 13, 39, '4.08.01.05.07', '1', 131744.96, 131442.62, 129379.16, 129379.16, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:17:49', '2024-02-04 06:10:53'),
(696, 27, 21, 13, 39, '4.08.01.06.01', '1', 30118.22, 29977.11, 29036.62, 29036.62, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 13:19:07', '2024-02-04 06:10:53'),
(697, 27, 21, 13, 39, '4.08.01.07.01', '1', 11912.71, 11872.22, 11596.88, 11596.88, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 13:20:25', '2024-02-04 06:10:53'),
(698, 27, 21, 13, 39, '4.08.01.07.02', '1', 14610.82, 14563.58, 14239.65, 14239.65, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 13:21:29', '2024-02-04 06:10:53'),
(699, 27, 21, 13, 39, '4.08.01.07.03', '1', 16948.56, 16893.76, 16517.99, 16517.99, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 13:22:54', '2024-02-04 06:10:53'),
(700, 27, 21, 13, 39, '4.08.01.07.04', '1', 21624.02, 21554.10, 21074.68, 21074.68, '<p>Depth beyond 15.0 m up to 20.0 m</p>', '2023-10-23 13:24:02', '2024-02-04 06:10:53'),
(701, 27, 21, 13, 39, '4.08.01.07.05', '1', 35796.52, 35680.78, 14887.14, 34887.14, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:25:52', '2024-02-04 06:10:53'),
(702, 27, 21, 13, 39, '4.08.01.07.06', '1', 51137.89, 50972.54, 49838.77, 49838.77, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:27:19', '2024-02-04 06:10:53'),
(703, 27, 21, 13, 39, '4.08.01.07.07', '1', 78898.45, 78643.35, 76894.10, 76894.10, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:28:42', '2024-02-04 06:10:53'),
(704, 27, 21, 13, 39, '4.08.01.08.01', '1', 15830.98, 15783.74, 15444.96, 15444.96, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 13:30:00', '2024-02-04 06:10:53'),
(705, 27, 21, 13, 39, '4.08.01.08.02', '1', 24426.16, 24365.42, 23932.16, 23932.16, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 13:31:11', '2024-02-04 06:10:53'),
(706, 27, 21, 13, 39, '4.08.01.08.03', '1', 29311.39, 29285.50, 28718.59, 28718.59, '<p>Depth beyond 10.0 m up to 15.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 13:32:17', '2024-02-04 06:10:53'),
(707, 27, 21, 13, 39, '4.08.01.08.04', '1', 37860.54, 37766.40, 37094.84, 37094.84, '<p>Depth beyond 15.0 m up to 20.0 m<br>[Considering additional cost for Dewatering]<br>&nbsp;</p>', '2023-10-23 13:34:15', '2024-02-04 06:10:53'),
(708, 27, 21, 13, 39, '4.08.01.08.05', '1', 63508.01, 63350.09, 62223.60, 62223.60, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:35:15', '2024-02-04 06:10:53'),
(709, 27, 21, 13, 39, '4.08.01.08.06', '1', 92819.39, 92588.59, 90942.19, 90942.19, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:36:36', '2024-02-04 06:10:53'),
(710, 27, 21, 13, 39, '4.08.01.08.07', '1', 136786.47, 136446.34, 134020.07, 134020.07, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:38:00', '2024-02-04 06:10:53'),
(711, 27, 21, 13, 39, '4.08.01.09.01', '1', 33074.43, 32905.14, 31827.04, 31827.04, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 13:39:16', '2024-02-04 06:10:53'),
(712, 27, 21, 13, 39, '4.08.01.10.01', '1', 12107.75, 12063.88, 11774.37, 11774.37, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 13:40:18', '2024-02-04 06:10:53'),
(713, 27, 21, 13, 39, '4.08.01.10.02', '1', 16013.19, 15959.20, 15606.92, 15606.92, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 13:41:35', '2024-02-04 06:10:53'),
(714, 27, 21, 13, 39, '4.08.01.10.03', '1', 18575.30, 18512.68, 18104.03, 18104.03, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 13:42:41', '2024-02-04 06:10:53'),
(715, 27, 21, 13, 39, '4.08.01.10.04', '1', 23699.53, 23619.62, 23098.25, 23098.25, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 13:43:55', '2024-02-04 06:10:53'),
(716, 27, 21, 13, 39, '4.08.01.10.05', '1', 39232.32, 39100.05, 38236.97, 38236.97, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]<br>&nbsp;</p>', '2023-10-23 13:44:53', '2024-02-04 06:10:53'),
(717, 27, 21, 13, 39, '4.08.01.10.06', '1', 56046.18, 55857.22, 54624.24, 54624.24, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:45:53', '2024-02-04 06:10:53'),
(718, 27, 21, 13, 39, '4.08.01.10.07', '1', 86471.24, 86179.70, 84277.39, 84277.39, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports,loading arrangement and Labour.]</p>', '2023-10-23 13:47:31', '2024-02-04 06:10:53'),
(719, 27, 21, 13, 39, '4.08.01.11.01', '1', 16778.66, 16728.01, 16357.51, 16357.51, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 13:48:36', '2024-02-04 06:10:53'),
(720, 27, 21, 13, 39, '4.08.01.11.02', '1', 26793.58, 26726.10, 26264.49, 26264.49, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 13:49:34', '2024-02-04 06:10:53'),
(721, 27, 21, 13, 39, '4.08.01.11.03', '1', 32152.30, 32071.31, 31517.39, 31517.39, '<p>Depth beyond 10.0 m up to 15.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 13:50:31', '2024-02-04 06:10:53'),
(722, 27, 21, 13, 39, '4.08.01.11.04', '1', 41530.05, 41425.45, 40709.96, 40709.96, '<p>Depth beyond 15.0 m up to 20.0 m&nbsp;<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 13:51:33', '2024-02-04 06:10:53'),
(723, 27, 21, 13, 39, '4.08.01.11.05', '1', 69663.31, 69487.85, 68287.67, 68287.67, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:58:37', '2024-02-04 06:10:53'),
(724, 27, 21, 13, 39, '4.08.01.11.06', '1', 101815.61, 101559.16, 99805.05, 99805.05, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 13:59:38', '2024-02-04 06:10:53'),
(725, 27, 21, 13, 39, '4.08.01.11.07', '1', 150044.06, 149666.14, 147081.13, 147081.13, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:00:53', '2024-02-04 06:10:53'),
(726, 27, 21, 13, 39, '4.08.01.12.01', '1', 38581.78, 38384.23, 37173.12, 37173.12, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 14:02:08', '2024-02-04 06:10:53'),
(727, 27, 21, 13, 39, '4.08.01.13.01', '1', 14327.38, 14280.14, 13976.45, 13976.45, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 14:03:36', '2024-02-04 06:10:53'),
(728, 27, 21, 13, 39, '4.08.01.13.02', '1', 16979.73, 16922.37, 16537.02, 16537.02, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:05:54', '2024-02-04 06:10:53'),
(729, 27, 21, 13, 39, '4.08.01.13.03', '1', 19696.49, 19629.95, 19182.95, 19182.95, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 14:07:39', '2024-02-04 06:10:53'),
(730, 27, 21, 13, 39, '4.08.01.13.04', '1', 25130.01, 25045.11, 24474.79, 24474.79, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 14:09:02', '2024-02-04 06:10:53'),
(731, 27, 21, 13, 39, '4.08.01.13.05', '1', 41600.35, 41459.81, 40515.71, 40515.71, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]<br>&nbsp;</p>', '2023-10-23 14:10:06', '2024-02-04 06:10:53'),
(732, 27, 21, 13, 39, '4.08.01.13.06', '1', 59429.07, 59228.30, 57879.58, 57879.58, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:12:03', '2024-02-04 06:10:53'),
(733, 27, 21, 13, 39, '4.08.01.13.07', '1', 91690.57, 91380.81, 89299.93, 89299.93, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:17:05', '2024-02-04 06:10:53'),
(734, 27, 21, 13, 39, '4.08.01.14.01', '1', 18828.73, 18754.49, 18271.97, 18271.97, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 14:18:15', '2024-02-04 06:10:53'),
(735, 27, 21, 13, 39, '4.08.01.14.02', '1', 27163.31, 27089.08, 26562.68, 26562.68, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:19:47', '2024-02-04 06:10:53'),
(736, 27, 21, 13, 39, '4.08.01.14.03', '1', 32595.97, 32506.89, 31875.22, 31875.22, '<p>Depth beyond 10.0 m up to 15.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 14:21:48', '2024-02-04 06:10:53'),
(737, 27, 21, 13, 39, '4.08.01.14.04', '1', 42103.13, 41988.07, 41172.16, 41172.16, '<p>Depth beyond 15.0 m up to 20.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 14:22:57', '2024-02-04 06:10:53'),
(738, 27, 21, 13, 39, '4.08.01.14.05', '1', 70624.61, 70431.60, 69062.97, 69062.97, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]<br>&nbsp;</p>', '2023-10-23 14:24:11', '2024-02-04 06:10:53'),
(739, 27, 21, 13, 39, '4.08.01.14.06', '1', 103220.58, 102938.49, 100938.19, 100938.19, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:25:19', '2024-02-04 06:10:53'),
(740, 27, 21, 13, 39, '4.08.01.14.07', '1', 152114.54, 151698.82, 148751.01, 148751.01, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:26:47', '2024-02-04 06:10:53'),
(741, 27, 21, 13, 39, '4.08.01.15.01', '1', 41993.87, 41768.10, 40423.34, 40423.34, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 14:28:05', '2024-02-04 06:10:53'),
(742, 27, 21, 13, 39, '4.08.01.16.01', '1', 32425.91, 32336.82, 31749.69, 31749.69, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 14:29:13', '2024-02-04 06:10:53'),
(743, 27, 21, 13, 39, '4.08.0.16.02', '1', 27261.84, 27140.37, 26341.33, 26341.33, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:30:29', '2024-02-04 06:10:53'),
(744, 27, 21, 13, 39, '4.08.01.16.03', '1', 31623.74, 31482.82, 30555.94, 30555.94, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 14:31:27', '2024-02-04 06:10:53'),
(745, 27, 21, 13, 39, '4.08.01.16.04', '1', 40347.52, 40167.54, 38985.16, 38985.16, '<p>Depth beyond 15.0 m up to 20.0 m</p>', '2023-10-23 14:32:44', '2024-02-04 06:10:53'),
(746, 27, 21, 13, 39, '4.08.01.16.05', '1', 66791.51, 66493.90, 64536.25, 64536.25, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:34:32', '2024-02-04 06:10:53'),
(747, 27, 21, 13, 39, '4.08.01.16.06', '1', 95416.44, 94991.28, 92194.64, 92194.64, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:35:46', '2024-02-04 06:10:53'),
(748, 27, 21, 13, 39, '4.08.01.16.07', '1', 147213.94, 146557.97, 142243.16, 142243.16, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:37:04', '2024-02-04 06:10:53'),
(749, 27, 21, 13, 39, '4.08.01.17.01', '1', 31400.11, 31292.13, 30487.70, 30487.70, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 14:38:16', '2024-02-04 06:10:53'),
(750, 27, 21, 13, 39, '4.08.01.17.02', '1', 56664.35, 56509.13, 55357.82, 55357.82, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:39:30', '2024-02-04 06:10:53'),
(751, 27, 21, 13, 39, '4.08.01.17.03', '1', 67997.22, 67810.96, 66429.38, 66429.38, '<p>Depth beyond 10.0 m up to 15.0 m<br>[Considering additional cost for Dewatering]<br>&nbsp;</p>', '2023-10-23 14:40:39', '2024-02-04 06:10:53'),
(752, 27, 21, 13, 39, '4.08.01.17.04', '1', 87829.75, 87589.16, 85804.61, 85804.61, '<p>Depth beyond 15.0 m up to 20.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 14:41:57', '2024-02-04 06:10:53'),
(753, 27, 21, 13, 39, '4.08.01.17.05', '1', 147327.32, 146923.75, 143930.32, 143930.32, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:43:10', '2024-02-04 06:10:53'),
(754, 27, 21, 13, 39, '4.08.01.17.06', '1', 215324.54, 214734.71, 210359.70, 210359.70, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:44:23', '2024-02-04 06:10:53'),
(755, 27, 21, 13, 39, '4.08.01.17.07', '1', 317320.38, 316451.15, 310003.76, 310003.76, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:45:37', '2024-02-04 06:10:53'),
(756, 27, 21, 13, 39, '4.08.01.18.01', '1', 93201.91, 92693.92, 89716.54, 89716.54, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 14:46:51', '2024-02-04 06:10:53'),
(757, 27, 21, 13, 39, '4.08.01.19.01', '1', 67913.00, 67697.04, 66301.42, 66301.42, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 14:47:53', '2024-02-04 06:10:53'),
(758, 27, 21, 13, 39, '4.08.01.19.02', '1', 77590.56, 77334.11, 75533.58, 75533.58, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:49:01', '2024-02-04 06:10:53'),
(759, 27, 21, 13, 39, '4.08.01.19.03', '1', 90005.05, 89707.57, 87618.95, 87618.95, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 14:50:19', '2024-02-04 06:10:53'),
(760, 27, 21, 13, 39, '4.08.01.19.04', '1', 114834.03, 114454.49, 111789.69, 111789.69, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 14:51:40', '2024-02-04 06:10:53'),
(761, 27, 21, 13, 39, '4.08.01.19.05', '1', 190096.88, 189468.58, 185057.26, 185057.26, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:53:00', '2024-02-04 06:10:53'),
(762, 27, 21, 13, 39, '4.08.01.19.06', '1', 271566.97, 270669.40, 364367.51, 264367.51, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:54:26', '2024-02-04 06:10:53'),
(763, 27, 21, 13, 39, '4.08.01.19.07', '1', 418989.04, 417604.22, 407881.31, 407881.31, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 14:55:48', '2024-02-04 06:10:53'),
(764, 27, 21, 13, 39, '4.08.01.20.01', '1', 76448.69, 76205.74, 74343.11, 74343.11, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 14:56:57', '2024-02-04 06:10:53'),
(765, 27, 21, 13, 39, '4.08.01.20.02', '1', 136004.17, 135680.23, 133242.62, 133242.62, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 14:58:11', '2024-02-04 06:10:53'),
(766, 27, 21, 13, 39, '4.08.01.20.03', '1', 163205.00, 162816.28, 159891.14, 159891.14, '<p>Depth beyond 10.0 m up to 15.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 14:59:13', '2024-02-04 06:10:53'),
(767, 27, 21, 13, 39, '4.08.01.20.04', '1', 210806.46, 210304.36, 206526.06, 206526.06, '<p>Depth beyond 15.0 m up to 20.0 m<br>[Considering additional cost for Dewatering]</p>', '2023-10-23 15:00:18', '2024-02-04 06:10:53'),
(768, 27, 21, 13, 39, '4.08.01.20.05', '1', 353610.83, 352768.60, 346430.81, 346430.81, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:11:34', '2024-02-04 06:10:53'),
(769, 27, 21, 13, 39, '4.08.01.20.06', '1', 513815.83, 515584.88, 506321.95, 506321.95, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:12:45', '2024-02-04 06:10:53'),
(770, 27, 21, 13, 39, '4.08.01.20.07', '1', 761623.33, 759809.30, 746158.67, 746158.67, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:14:09', '2024-02-04 06:10:53'),
(771, 27, 21, 13, 39, '4.08.01.21.01', '1', 213973.51, 212844.65, 206266.19, 206266.19, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 15:16:07', '2024-02-04 06:10:53'),
(772, 27, 21, 13, 39, '4.08.02.01.01', '1', 15289.06, 15238.45, 14938.13, 14938.13, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 15:17:43', '2024-02-04 06:10:53'),
(773, 27, 21, 13, 39, '4.08.02.01.02', '1', 16574.68, 16520.69, 16183.26, 16183.26, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 15:19:00', '2024-02-04 06:10:53'),
(774, 27, 21, 13, 39, '4.08.02.01.03', '1', 19226.63, 19164.00, 18772.58, 18772.58, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 15:20:03', '2024-02-04 06:10:53'),
(775, 27, 21, 13, 39, '4.08.02.01.04', '1', 24530.53, 24450.62, 23951.22, 23951.22, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 15:21:42', '2024-02-04 06:10:53'),
(776, 27, 21, 13, 39, '4.08.02.01.05', '1', 40607.97, 40475.70, 39648.99, 39648.99, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]<br>&nbsp;</p>', '2023-10-23 15:39:10', '2024-02-04 06:10:53'),
(777, 27, 21, 13, 39, '4.08.02.01.06', '1', 58011.38, 57822.42, 56641.41, 56641.41, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:40:44', '2024-02-04 06:10:53'),
(778, 27, 21, 13, 39, '4.08.02.01.07', '1', 89503.28, 89211.74, 87389.60, 87389.60, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:42:12', '2024-02-04 06:10:53'),
(779, 27, 21, 13, 39, '4.08.02.02.01', '1', 18231.61, 18177.62, 17775.40, 17775.40, '<p>Depth below bed level up to 3.0 m<br>&nbsp;</p>', '2023-10-23 15:45:48', '2024-02-04 06:10:53'),
(780, 27, 21, 13, 39, '4.08.02.02.02', '1', 30140.27, 30059.29, 29485.66, 29485.66, '<p>Depth beyond 3.0 m up to 10.0 m<br>&nbsp;</p>', '2023-10-23 15:46:44', '2024-02-04 06:10:53'),
(781, 27, 21, 13, 39, '4.08.02.02.03', '1', 36168.33, 36071.15, 35382.79, 35382.79, '<p>Depth beyond 10.0 m up to 15.0 m<br>&nbsp;</p>', '2023-10-23 15:47:48', '2024-02-04 06:10:53'),
(782, 27, 21, 13, 39, '4.08.02.02.04', '1', 46717.43, 46591.90, 45702.77, 45702.77, '<p>Depth beyond 15.0 m up to 20.0 m<br>&nbsp;</p>', '2023-10-23 15:48:58', '2024-02-04 06:10:53'),
(783, 27, 21, 13, 39, '4.08.02.02.05', '1', 78364.71, 78154.16, 76662.71, 76662.71, '<p>Depth beyond 20.0 m up to 25.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]<br>&nbsp;</p>', '2023-10-23 15:50:18', '2024-02-04 06:10:53'),
(784, 27, 21, 13, 39, '4.08.02.02.06', '1', 114533.04, 114225.31, 112045.49, 112045.49, '<p>Depth beyond 25.0 m up to 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:52:13', '2024-02-04 06:10:53'),
(785, 27, 21, 13, 39, '4.08.02.02.07', '1', 168785.54, 168332.03, 165119.67, 165119.67, '<p>Depth beyond 30.0 m<br>[Considering additional cost for Dewatering, Kentledge including supports, loading arrangement and Labour.]</p>', '2023-10-23 15:53:19', '2024-02-04 06:10:53'),
(786, 27, 21, 13, 39, '4.08.02.03.01', '1', 48156.81, 47945.15, 46614.50, 46614.50, '<p>Depth below bed level up to 3.0 m</p>', '2023-10-23 15:54:37', '2024-02-04 06:10:53'),
(787, 27, 21, 21, 39, '4.08.03', '1', 130618.38, 130473.56, 128863.61, 128863.61, '<p>SL: Providing Steel liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including fabrication and setting out as per detailed drawing, specification and direction of Engineer-in-Charge.<br>&nbsp;</p>', '2023-10-23 15:55:48', '2024-02-04 06:10:53'),
(788, 27, 21, 21, 39, '4.08.04', '1', 144174.08, 143915.74, 141857.94, 141857.94, '<p>SCE: Providing and laying Steel Cutting edge weighing not less than 40 kg per metre for Well foundation including cost &amp; carriage of all materials complete as per drawing, specification and direction of Engineer-in-charge</p>', '2023-10-23 15:57:00', '2024-02-04 06:10:53'),
(789, 27, 21, 20, 39, '4.08.05.01.01', '1', 12620.26, 12602.71, 12272.43, 12272.43, '<p>RCC-17BCCM: Compressive strength, fc = 17 Mpa MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded crushed picked brick chips (LAA &lt;=38) [Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 15:59:48', '2024-02-04 06:10:53'),
(790, 27, 21, 20, 39, '4.08.05.01.02', '1', 16873.04, 17010.38, 15746.01, 16091.12, '<p>RCC-20SCCM: Compressive strength, fc = 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA &lt;=35), water reducing admixture of complying type A under ASTM C 494 [Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:01:53', '2024-02-04 06:10:53'),
(791, 27, 21, 20, 39, '4.08.05.01.03', '1', 16234.01, 16390.26, 15203.32, 15548.43, '<p>RCC-20SCBP: Compressive strength, fc = 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1: 2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA &lt;=35),, water reducing admixture of complying type A under ASTM C 494 [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:03:31', '2024-02-04 06:10:53'),
(792, 27, 21, 20, 39, '4.08.05.01.04', '1', 17884.49, 17993.13, 16801.94, 17123.79, '<p>RCC-25SCCM: Compressive strength, fc = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30), high range water reducing admixture of complying type F under ASTM C 494 [Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:05:58', '2024-02-04 06:10:53'),
(793, 27, 21, 20, 39, '4.08.05.01.05', '1', 17184.35, 17311.90, 16197.54, 16519.99, '<p>RCC-25SCBP: Compressive strength, fc = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30), high range water reducing admixture of complying type F under ASTM C 494 [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:07:47', '2024-02-04 06:10:53'),
(794, 27, 21, 20, 39, '4.08.05.01.06', '1', 19084.48, 19193.12, 18001.13, 18323.78, '<p>RCC-30SCCM: Compressive strength, fc = 30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1 : 2003 CEM 152.5N, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30), high range water reducing admixture of complying type F under ASTM C 494. [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:10:26', '2024-02-04 06:10:53'),
(795, 27, 21, 20, 39, '4.08.05.01.07', '1', 18161.64, 18289.19, 17174.83, 17497.28, '<p>PCC-30SCBP: Compressive strength, f\'c=30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM 152.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA &lt;=30).<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:11:55', '2024-02-04 06:10:53'),
(796, 27, 21, 20, 39, '4.08.05.02.01', '1', 11568.57, 11552.49, 11249.73, 11249.73, '<p>RCC-17BCCM: Compressive strength, f\'c=17MPa Mpa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded crushed picked brick chips (LAA&lt;=38)&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:13:08', '2024-02-04 06:10:53'),
(797, 27, 21, 20, 39, '4.08.05.02.02', '1', 15466.95, 15592.85, 14433.84, 14750.19, '<p>RCC-20SCCM: Compressive strength, f\'c=20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA &lt;=35), water reducing admixture of complying type A under ASTM C 494&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:14:16', '2024-02-04 06:10:53'),
(798, 27, 21, 20, 39, '4.08.05.02.03', '1', 14881.18, 15024.41, 13936.38, 14252.73, '<p>RCC-20SCBP: Compressive strength, f\'c=28 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA&lt;=35) ,, water reducing admixture of complying type A under ASTM C 494<br><br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:15:27', '2024-02-04 06:10:53'),
(799, 27, 21, 20, 39, '4.08.05.02.04', '1', 16394.11, 16493.70, 15401.23, 15696.80, '<p>RCC-25SCCM: Compressive strength, f\'c = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1: 2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30 . [Using Concrete Mixture Machine and retail rate of Cement]15:26</p>', '2023-10-23 16:16:53', '2024-02-04 06:10:53'),
(800, 27, 21, 20, 39, '4.08.05.02.05', '1', 15752.32, 15869.24, 14847.75, 15143.33, '<p>RCC-25SCBP: Compressive strength, f\'c = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA&lt;=30)<br><br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:18:04', '2024-02-04 06:10:53'),
(801, 27, 21, 20, 39, '4.08.05.02.06', '1', 17494.11, 17593.69, 16501.22, 16796.80, '<p>RCC-30SCCM: Compressive strength, fc=30~MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30). [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:19:10', '2024-02-04 06:10:53'),
(802, 27, 21, 20, 39, '4.08.05.02.07', '1', 16648.17, 16765.09, 15743.60, 16039.18, '<p>RCC-30SCBP: Compressive strength, f\'c = 30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA&lt;=30 .<br><br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:20:21', '2024-02-04 06:10:53'),
(803, 27, 21, 20, 39, '4.08.05.02.08', '1', 17732.01, 17848.92, 16827.43, 17123.01, '<p>RCC-35SCBP: Compressive strength, f\'c=35 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM 152.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.8 and 20mm down well graded crushed stone chips (LAA&lt;=25) . [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:21:57', '2024-02-04 06:10:53');
INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(804, 27, 21, 20, 39, '4.08.05.03.01', '1', 11878.87, 11864.55, 11582.79, 11582.79, '<p>PCC-17BCCM: Compressive strength, f\'c = 17 MPa Mpa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 40mm down well graded crushed picked brick chips (LAA&lt;=38)&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:23:24', '2024-02-04 06:10:53'),
(805, 27, 21, 20, 39, '4.08.05.03.02', '1', 15614.23, 15744.65, 14601.83, 14876.28, '<p>PCC-20SCCM: Compressive strength, f\'c = 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1: 2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA&lt;=35)&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:24:29', '2024-02-04 06:10:53'),
(806, 27, 21, 20, 39, '4.08.05.03.03', '1', 14743.86, 14890.87, 13815.90, 14090.36, '<p>PCC-20SCBP: Compressive strength, f\'c = 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA &lt;=35).&nbsp;</p><p>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:25:37', '2024-02-04 06:10:53'),
(807, 27, 21, 20, 39, '4.08.05.03.04', '1', 16835.12, 17025.57, 15879.48, 16157.86, '<p>PCC-25SCCM: Compressive strength, f\'c = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA &lt;=30).&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:26:41', '2024-02-04 06:10:53'),
(808, 27, 21, 20, 39, '4.08.05.03.05', '1', 15905.92, 16112.98, 15034.74, 15313.12, '<p>PCC-25SCBP: Compressive strength, f\'c = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA&lt;=30) . [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]<br>&nbsp;</p>', '2023-10-23 16:27:37', '2024-02-04 06:10:53'),
(809, 27, 21, 20, 39, '4.08.05.03.06', '1', 17988.01, 18178.54, 17032.55, 17310.93, '<p>RCC-30SCCM: Compressive strength, f\'c = 30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1 : 2003 CEM 152.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA&lt;=30) [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:28:34', '2024-02-04 06:10:53'),
(810, 27, 21, 20, 39, '4.08.05.03.07', '1', 16846.55, 17053.61, 15975.37, 16253.75, '<p>PCC-30SCBP: Compressive strength, f\'c = 30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA &lt;=25).<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:29:39', '2024-02-04 06:10:53'),
(811, 27, 21, 20, 39, '4.08.05.04.01', '1', 11313.21, 11299.57, 11031.22, 11031.22, '<p>PCC-17BCCM: Compressive strength, f\'c = 17 MPa Mpa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 40mm down well graded crushed picked brick chips (LAA &lt;=38) [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:30:33', '2024-02-04 06:10:53'),
(812, 27, 21, 20, 39, '4.08.05.04.02', '1', 14870.70, 14994.90, 13906.50, 14167.89, '<p>PCC-20SCCM: Compressive strength, f\'c = 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA &lt;=35). &nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:31:26', '2024-02-04 06:10:53'),
(813, 27, 21, 20, 39, '4.08.05.04.03', '1', 14041.77, 14181.78, 13158.00, 13419.39, '<p>PCC-20SCBP: Compressive strength, f\'c=20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1: 2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA&lt;=35).<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:33:15', '2024-02-04 06:10:53'),
(814, 27, 21, 20, 39, '4.08.05.04.04', '1', 16033.44, 16214.83, 15123.31, 15388.44, '<p>PCC-25SCCM: Compressive strength, f\'c = 25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1: 2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA&lt;=30)&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:34:28', '2024-02-04 06:10:53'),
(815, 27, 21, 20, 39, '4.08.05.04.05', '1', 15148.50, 15345.70, 14318.80, 14583.93, '<p>PCC-25SCBP: Compressive strength, f\'c=25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA &lt;=30). [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:36:58', '2024-02-04 06:10:53'),
(816, 27, 21, 20, 39, '4.08.05.05.01', '1', 10339.17, 10325.61, 10057.36, 10057.36, '<p>PCC-17BCCM: Compressive strength, f\'c= 17 MPa~Mpa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 40mm down well graded crushed picked brick chips (LAA&lt;=38)<br>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:47:25', '2024-02-04 06:10:53'),
(817, 27, 21, 20, 39, '4.08.05.05.02', '1', 13957.92, 14082.19, 12993.89, 13255.27, '<p>PCC-20SCCM: Compressive strength, f\'c= 20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA&lt;=35) .<br>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:48:43', '2024-02-04 06:10:53'),
(818, 27, 21, 20, 39, '4.08.05.05.03', '1', 13425.40, 13565.42, 12541.65, 12803.03, '<p>PCC-20SCBP: Compressive strength, f\'c=20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, water reducing admixture of complying type A under ASTM C 494, sand of minimum FM 2.2 and 38mm down well graded crushed stone chips (LAA &lt;=35).<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:50:01', '2024-02-04 06:10:53'),
(819, 27, 21, 20, 39, '4.08.05.05.04', '1', 15209.02, 15390.48, 14299.06, 14564.19, '<p>PCC-25SCCM: Compressive strength, f\'c=25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA &lt;=30). [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:51:07', '2024-02-04 06:10:53'),
(820, 27, 21, 20, 39, '4.08.05.05.05', '1', 14625.58, 14822.79, 13795.90, 14061.02, '<p>PCC-25SCBP: Compressive strength, f\'c=25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 38mm down well graded crushed stone chips (LAA&lt;=30 .&nbsp;</p><p>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 16:52:05', '2024-02-04 06:10:53'),
(821, 27, 21, 20, 39, '4.08.05.06.01', '1', 10885.94, 10870.53, 10584.00, 10584.00, '<p>RCC-17BCCM: Compressive strength, f\'c=17 MPa Mpa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 1.8 and 20mm down well graded crushed picked brick chips (LAA &lt;=38) [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 16:56:52', '2024-02-04 06:10:53'),
(822, 27, 21, 20, 39, '4.08.05.06.02', '1', 14588.15, 14706.90, 13613.73, 13912.11, '<p>RCC-20SCCM: Compressive strength, f\'c=20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM IIWA-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA &lt;=35), water reducing admixture of complying type A under ASTM C 494&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]<br>&nbsp;</p>', '2023-10-23 17:37:32', '2024-02-04 06:10:53'),
(823, 27, 21, 20, 39, '4.08.05.06.03', '1', 14035.66, 14170.75, 13144.54, 13442.91, '<p>RCC-20SCBP: Compressive strength, f\'c=20 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, sand of minimum FM 2.2 and 20mm down well graded crushed stone chips (LAA&lt;=35). water reducing admixture of complying type A under ASTM C 494<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 17:38:27', '2024-02-04 06:10:53'),
(824, 27, 21, 20, 39, '4.08.05.06.04', '1', 15425.37, 15519.07, 14491.15, 14769.26, '<p>RCC-25SCCM: Compressive strength, f\'c=25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30).&nbsp;</p><p>[Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 17:39:32', '2024-02-04 06:10:53'),
(825, 27, 21, 20, 39, '4.08.05.06.05', '1', 14821.51, 14931.51, 13970.38, 14248.49, '<p>RCC-25SCBP: Compressive strength, f\'c=25 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM II/A-L/M/V/W 42.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30). [Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 17:40:29', '2024-02-04 06:10:53'),
(826, 27, 21, 20, 39, '4.08.05.06.06', '1', 16380.85, 16474.10, 15451.14, 15727.91, '<p>RCC-30SCCM: Compressive strength, f\'c=30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30). [Using Concrete Mixture Machine and retail rate of Cement]</p>', '2023-10-23 17:41:23', '2024-02-04 06:10:53'),
(827, 27, 21, 20, 39, '4.08.05.06.07', '1', 15588.74, 15698.22, 14741.73, 15018.50, '<p>RCC-30SCBP: Compressive strength, f\'c=30 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.5 and 20mm down well graded crushed stone chips (LAA &lt;=30).&nbsp;<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 17:42:20', '2024-02-04 06:10:53'),
(828, 27, 21, 20, 39, '4.08.05.06.08', '1', 16603.61, 16713.08, 15756.65, 16033.36, '<p>RCC-35SCBP: Compressive strength, f\'c = 35 MPa at 28 days on standard cylinders, cement conforming to BDS EN 197-1:2003 CEM I 52.5N, high range water reducing admixture of complying type F under ASTM C 494, sand of minimum FM 2.8 and 20mm down well graded crushed stone chips (LAA &lt;=25).<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-23 17:43:13', '2024-02-04 06:10:53'),
(829, 27, 21, 20, 39, '4.08.06.01', '1', 10681.88, 10629.12, 10270.22, 10263.22, '<p>Cement mortar (1:3)<br><br>&nbsp;</p>', '2023-10-23 17:44:15', '2024-02-04 06:10:53'),
(830, 27, 21, 20, 39, '4.08.06.02', '1', 10205.18, 10152.42, 9793.52, 9786.52, '<p>Cement mortar (1:4)</p>', '2023-10-23 17:45:20', '2024-02-04 06:10:53'),
(831, 27, 22, 20, 39, '4.09.01.01', '1', 12680.29, 12635.90, 12242.17, 12242.17, '<p>For pile caps, abutment base of bridges and bottom slab of box culverts</p>', '2023-10-23 17:46:47', '2024-02-04 06:10:53'),
(832, 27, 22, 20, 39, '4.09.01.02.01', '1', 13261.96, 13215.53, 12803.73, 12803.73, '<p>For height up to 5m</p>', '2023-10-23 17:47:53', '2024-02-04 06:10:53'),
(833, 27, 22, 20, 39, '4.09.01.02.02', '1', 16577.45, 16519.41, 16004.67, 16004.67, '<p>For height above 5m</p>', '2023-10-23 17:48:50', '2024-02-04 06:10:53'),
(834, 27, 22, 20, 39, '4.09.01.03.01', '1', 16286.61, 16229.60, 15723.89, 15723.89, '<p>For height up to 5m</p>', '2023-10-23 17:50:04', '2024-02-04 06:10:53'),
(835, 27, 22, 20, 39, '4.09.01.03.02', '1', 18322.44, 18258.30, 17689.37, 17689.37, '<p>For height above 5m</p>', '2023-10-23 17:51:11', '2024-02-04 06:10:53'),
(836, 27, 22, 20, 39, '4.09.01.04.01', '1', 17417.16, 17344.76, 16787.18, 16787.18, '<p>For height up to 5m</p>', '2023-10-23 17:52:48', '2024-02-04 06:10:53'),
(837, 27, 22, 20, 39, '4.09.01.04.02', '1', 19812.02, 19729.67, 19095.42, 19095.42, '<p>For height above 5m</p>', '2023-10-23 17:53:43', '2024-02-04 06:10:53'),
(838, 27, 22, 20, 39, '4.09.01.05.01', '1', 14890.62, 14838.49, 14376.12, 14376.12, '<p>For height up to 5m</p>', '2023-10-23 17:54:54', '2024-02-04 06:10:53'),
(839, 27, 22, 20, 39, '4.09.01.05.02', '1', 15784.06, 15728.80, 15238.69, 15238.69, '<p>For height above 5m</p>', '2023-10-23 18:43:47', '2024-02-04 06:10:53'),
(840, 27, 22, 20, 39, '4.09.01.06.01', '1', 15495.27, 15430.86, 14934.80, 14934.80, '<p>For pre-cast railing and rail post</p>', '2023-10-23 18:45:19', '2024-02-04 06:10:53'),
(841, 27, 22, 20, 39, '4.09.01.06.02', '1', 13693.49, 13636.57, 13198.20, 13198.20, '<p>For cast-in-situ railing and rail post</p>', '2023-10-23 18:47:47', '2024-02-04 06:10:53'),
(842, 27, 22, 20, 39, '4.09.02.01', '1', 16824.71, 16921.21, 15679.32, 15992.79, '<p>For pile caps, abutment base of bridges and bottom slab of Box Culvert</p>', '2023-10-23 18:49:14', '2024-02-04 06:10:53'),
(843, 27, 22, 20, 39, '4.09.02.02.01', '1', 17358.69, 17459.62, 16160.75, 16488.61, '<p>For height up to 5m</p>', '2023-10-23 18:59:01', '2024-02-04 06:10:53'),
(844, 27, 22, 20, 39, '4.09.02.02.02', '1', 21698.36, 21824.52, 20200.94, 20610.76, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:00:13', '2024-02-04 06:10:53'),
(845, 27, 22, 20, 39, '4.09.02.02.03', '1', 26038.03, 26189.43, 24241.13, 24732.91, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:01:13', '2024-02-04 06:10:53'),
(846, 27, 22, 20, 39, '4.09.02.02.04', '1', 30377.70, 30554.33, 28281.32, 28855.06, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:02:11', '2024-02-04 06:10:53'),
(847, 27, 22, 20, 39, '4.09.02.02.05', '1', 31245.63, 31427.31, 29089.35, 29679.49, '<p>For height above 20m</p>', '2023-10-23 19:03:14', '2024-02-04 06:10:53'),
(848, 27, 22, 20, 39, '4.09.02.03.01', '1', 21317.68, 21441.64, 19846.54, 20249.17, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 19:04:12', '2024-02-04 06:10:53'),
(849, 27, 22, 20, 39, '4.09.02.03.02', '1', 23982.39, 24212.84, 22327.36, 22780.31, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:05:17', '2024-02-04 06:10:53'),
(850, 27, 22, 20, 39, '4.09.02.03.03', '1', 26647.10, 26802.05, 26808.17, 25311.46, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:06:30', '2024-02-04 06:10:53'),
(851, 27, 22, 20, 39, '4.09.02.03.04', '1', 29311.82, 29482.25, 27288.99, 27842.61, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:07:44', '2024-02-04 06:10:53'),
(852, 27, 22, 20, 39, '4.09.02.03.05', '1', 29844.76, 30018.29, 27785.15, 28348.84, '<p>For height above 20m</p>', '2023-10-23 19:08:46', '2024-02-04 06:10:53'),
(853, 27, 22, 20, 39, '4.09.02.04.01', '1', 22627.91, 22742.94, 21057.07, 21474.08, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 19:09:46', '2024-02-04 06:10:53'),
(854, 27, 22, 20, 39, '4.09.02.04.02', '1', 25739.25, 25870.10, 23952.42, 24426.77, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:10:52', '2024-02-04 06:10:53'),
(855, 27, 22, 20, 39, '4.09.02.04.03', '1', 28850.58, 28997.25, 26847.77, 27379.46, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:11:58', '2024-02-04 06:10:53'),
(856, 27, 22, 20, 39, '4.09.02.04.04', '1', 31961.92, 32124.41, 29743.12, 30332.14, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:13:03', '2024-02-04 06:10:53'),
(857, 27, 22, 20, 39, '4.09.02.04.05', '1', 32584.19, 32749.84, 30322.19, 30922.68, '<p>For height above 20m</p>', '2023-10-23 19:14:08', '2024-02-04 06:10:53'),
(858, 27, 22, 20, 39, '4.09.02.05.01', '1', 19490.45, 19603.78, 18145.41, 18513.53, '<p>For height up to 5m</p>', '2023-10-23 19:15:15', '2024-02-04 06:10:53'),
(859, 27, 22, 20, 39, '4.09.02.05.02', '1', 20659.88, 20780.01, 19234.13, 19624.34, '<p>For height above 5m</p>', '2023-10-23 19:16:37', '2024-02-04 06:10:53'),
(860, 27, 22, 20, 39, '4.09.02.06.01', '1', 18978.71, 18957.59, 18017.45, 18240.29, '<p>For pre-cast railing &amp; rail post</p>', '2023-10-23 19:22:50', '2024-02-04 06:10:53'),
(861, 27, 22, 20, 39, '4.09.02.06.02', '1', 16771.88, 16753.22, 15922.39, 16119.32, '<p>For cast-in-situ railing &amp; rail post</p>', '2023-10-23 19:23:59', '2024-02-04 06:10:53'),
(862, 27, 22, 20, 39, '4.09.03.01', '1', 17516.07, 17586.50, 16410.54, 16703.43, '<p>For pile caps, abutment base, facing elements of Reinforced/ Mechanically Stabilized Earth Structure, bottom slab of Box Culvert etc.</p>', '2023-10-23 19:24:56', '2024-02-04 06:10:53'),
(863, 27, 22, 20, 39, '4.09.03.02.01', '1', 18319.56, 18393.22, 17163.32, 17469.64, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 19:26:09', '2024-02-04 06:10:53'),
(864, 27, 22, 20, 39, '4.09.03.02.02', '1', 22899.45, 22991.53, 21454.15, 21837.05, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:27:10', '2024-02-04 06:10:53'),
(865, 27, 22, 20, 39, '4.09.03.02.03', '1', 27479.34, 27589.83, 25744.98, 26204.46, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:28:22', '2024-02-04 06:10:53'),
(866, 27, 22, 20, 39, '4.09.03.02.04', '1', 32059.23, 32188.14, 30035.81, 30571.88, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:29:34', '2024-02-04 06:10:53'),
(867, 27, 22, 20, 39, '4.09.03.02.05', '1', 32975.21, 33107.80, 30893.97, 31445.36, '<p>For height above 20m</p>', '2023-10-23 19:30:33', '2024-02-04 06:10:53'),
(868, 27, 22, 20, 39, '4.09.03.03.01', '1', 24908.17, 25008.33, 23336.09, 23752.59, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 19:33:45', '2024-02-04 06:10:53'),
(869, 27, 22, 20, 39, '4.09.03.03.02', '1', 27648.07, 27759.24, 25903.06, 26365.37, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:45:28', '2024-02-04 06:10:53'),
(870, 27, 22, 20, 39, '4.09.03.03.03', '1', 30387.97, 30510.16, 28470.03, 28978.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:47:39', '2024-02-04 06:10:53'),
(871, 27, 22, 20, 39, '4.09.03.03.04', '1', 33127.87, 33261.08, 31037.00, 31590.94, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:48:59', '2024-02-04 06:10:53'),
(872, 27, 22, 20, 39, '4.09.03.03.05', '1', 35867.77, 36011.99, 33603.97, 34203.72, '<p>For height above 20m</p>', '2023-10-23 19:50:02', '2024-02-04 06:10:53'),
(873, 27, 22, 20, 39, '4.09.03.04.01', '1', 26317.32, 26405.98, 24642.50, 25072.43, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 19:51:17', '2024-02-04 06:10:53'),
(874, 27, 22, 20, 39, '4.09.03.04.02', '1', 28291.12, 28386.43, 26490.69, 26952.86, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 19:52:40', '2024-02-04 06:10:53'),
(875, 27, 22, 20, 39, '4.09.03.04.03', '1', 30264.92, 30366.88, 28338.88, 28833.30, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 19:53:48', '2024-02-04 06:10:53'),
(876, 27, 22, 20, 39, '4.09.03.04.04', '1', 32238.72, 32347.33, 30187.06, 30713.73, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 19:54:53', '2024-02-04 06:10:53'),
(877, 27, 22, 20, 39, '4.09.03.04.05', '1', 34212.52, 34327.78, 32035.25, 32594.16, '<p>For height above 20m</p>', '2023-10-23 19:57:21', '2024-02-04 06:10:53'),
(878, 27, 22, 20, 39, '4.09.03.05.01', '1', 20890.73, 20974.73, 19572.20, 19921.52, '<p>Height up to 5 m<br>&nbsp;</p>', '2023-10-23 19:58:35', '2024-02-04 06:10:53'),
(879, 27, 22, 20, 39, '4.09.03.05.02', '1', 22144.17, 22233.21, 20746.54, 21116.81, '<p>For height above 5m</p>', '2023-10-23 19:59:41', '2024-02-04 06:10:53'),
(880, 27, 22, 20, 39, '4.09.03.06.01', '1', 27564.91, 27656.34, 25807.38, 26250.74, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 20:01:24', '2024-02-04 06:10:53'),
(881, 27, 22, 20, 39, '4.09.03.06.02', '1', 31010.52, 31113.38, 29033.30, 29532.08, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 20:02:30', '2024-02-04 06:10:53'),
(882, 27, 22, 20, 39, '4.09.03.06.03', '1', 34456.13, 34570.42, 32259.22, 32813.43, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 20:55:02', '2024-02-04 06:10:53'),
(883, 27, 22, 20, 39, '4.09.03.06.04', '1', 37901.75, 38027.46, 35485.14, 36094.77, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 20:56:10', '2024-02-04 06:10:53'),
(884, 27, 22, 20, 39, '4.09.03.06.05', '1', 38590.87, 38718.87, 36130.33, 36751.04, '<p>For height above 20m</p>', '2023-10-23 20:57:18', '2024-02-04 06:10:53'),
(885, 27, 22, 20, 39, '4.09.03.07', '1', 25711.66, 25815.05, 24088.87, 24518.80, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering for any height</p>', '2023-10-23 20:58:34', '2024-02-04 06:10:53'),
(886, 27, 22, 20, 39, '4.09.03.08.01', '1', 20132.50, 20087.64, 19193.24, 19400.26, '<p>For pre-cast railing and rail post<br>&nbsp;</p>', '2023-10-23 20:59:47', '2024-02-04 06:10:53'),
(887, 27, 22, 20, 39, '4.09.03.08.02', '1', 17791.51, 17751.87, 16961.47, 17144.42, '<p>For cast-in-situ railing and rail post<br>&nbsp;</p>', '2023-10-23 21:01:20', '2024-02-04 06:10:53'),
(888, 27, 22, 20, 39, '4.09.03.09', '1', 17516.07, 17586.50, 16410.54, 16703.43, '<p>For Pre-cast paving slab for bridge footpath</p>', '2023-10-23 21:02:32', '2024-02-04 06:10:53'),
(889, 27, 22, 20, 39, '4.09.04.01', '1', 17556.20, 17640.00, 16500.82, 16793.71, '<p>For pile caps, abutment base, facing elements of Reinforced/ Mechanically Stabilized Earth Structure, bottom slab of Box Culvert etc.</p>', '2023-10-23 21:03:38', '2024-02-04 06:10:53'),
(890, 27, 22, 20, 39, '4.09.04.02.01', '1', 18361.53, 18449.17, 17257.74, 17564.06, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-23 21:04:45', '2024-02-04 06:10:53'),
(891, 27, 22, 20, 39, '4.09.04.02.02', '1', 22951.91, 23061.47, 21572.17, 21955.08, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 21:05:51', '2024-02-04 06:10:53'),
(892, 27, 22, 20, 39, '4.09.04.02.03', '1', 27542.29, 27673.76, 25886.61, 26346.09, '<p>For height above 10m to 15m</p>', '2023-10-23 21:06:59', '2024-02-04 06:10:53'),
(893, 27, 22, 20, 39, '4.09.04.02.04', '1', 32132.67, 32286.06, 30201.04, 30737.11, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 21:08:49', '2024-02-04 06:10:53'),
(894, 27, 22, 20, 39, '4.09.04.02.05', '1', 33050.75, 33208.51, 31063.93, 31615.31, '<p>For height above 20m</p>', '2023-10-23 21:09:58', '2024-02-04 06:10:53'),
(895, 27, 22, 20, 39, '4.09.04.03.01', '1', 24965.23, 25084.40, 23464.47, 23880.96, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-23 21:10:58', '2024-02-04 06:10:53'),
(896, 27, 22, 20, 39, '4.09.04.03.02', '1', 27711.41, 27843.69, 26045.56, 28507.87, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-23 21:12:04', '2024-02-04 06:10:53'),
(897, 27, 22, 20, 39, '4.09.04.03.03', '1', 30457.58, 30602.97, 28625.65, 29134.77, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-23 21:13:07', '2024-02-04 06:10:53'),
(898, 27, 22, 20, 39, '4.09.04.03.04', '1', 33203.76, 33362.26, 31207.74, 31761.68, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-23 21:14:26', '2024-02-04 06:10:53'),
(899, 27, 22, 20, 39, '4.09.04.03.05', '1', 35949.93, 36121.54, 33788.83, 34388.59, '<p>For height above 20m</p>', '2023-10-23 21:15:44', '2024-02-04 06:10:53'),
(900, 27, 22, 20, 39, '4.09.04.04.01', '1', 26376.22, 26484.51, 24775.02, 25204.95, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-23 21:16:54', '2024-02-04 06:10:53'),
(901, 27, 22, 20, 39, '4.09.04.04.02', '1', 28354.44, 28470.85, 26633.15, 27095.32, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 13:20:08', '2024-02-04 06:10:53'),
(902, 27, 22, 20, 39, '4.09.04.04.03', '1', 30332.66, 30457.19, 28491.27, 28985.69, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 13:21:51', '2024-02-04 06:10:53'),
(903, 27, 22, 20, 39, '4.09.04.04.04', '1', 32310.87, 32443.53, 30349.40, 30876.07, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 13:23:15', '2024-02-04 06:10:53'),
(904, 27, 22, 20, 39, '4.09.04.04.05', '1', 34289.09, 34429.87, 32207.53, 32766.44, '<p>For height above 20m</p>', '2023-10-25 13:24:32', '2024-02-04 06:10:53'),
(905, 27, 22, 20, 39, '4.09.04.05.01', '1', 20938.58, 21038.53, 19679.88, 20029.19, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 13:26:00', '2024-02-04 06:10:53'),
(906, 27, 22, 20, 39, '4.09.04.05.02', '1', 22194.90, 22300.84, 20860.67, 21230.95, '<p>For height above 5m</p>', '2023-10-25 13:27:23', '2024-02-04 06:10:53'),
(907, 27, 22, 20, 39, '4.09.04.06.01', '1', 27625.64, 7737.32, 25944.04, 26387.40, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 13:28:28', '2024-02-04 06:10:53'),
(908, 27, 22, 20, 39, '4.09.04.06.02', '1', 31078.85, 31204.49, 29187.04, 29685.83, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 13:29:31', '2024-02-04 06:10:53'),
(909, 27, 22, 20, 39, '4.09.04.06.03', '1', 34532.05, 34671.65, 32430.04, 32984.25, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 13:30:34', '2024-02-04 06:10:53'),
(910, 27, 22, 20, 39, '4.09.04.06.04', '1', 37985.26, 38138.82, 35673.05, 36282.68, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 13:32:02', '2024-02-04 06:10:53'),
(911, 27, 22, 20, 39, '4.09.04.06.05', '1', 38675.90, 38832.25, 36321.65, 36942.36, '<p>For height above 20m</p>', '2023-10-25 13:33:22', '2024-02-04 06:10:53'),
(912, 27, 22, 20, 39, '4.09.04.07', '1', 25770.56, 25893.58, 24221.39, 24651.32, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering any height</p>', '2023-10-25 13:35:37', '2024-02-04 06:10:53'),
(913, 27, 22, 20, 39, '4.09.04.08.01', '1', 20179.98, 20195.95, 19300.08, 19507.11, '<p>For pre-cast railing and rail post<br>&nbsp;</p>', '2023-10-25 13:37:29', '2024-02-04 06:10:53'),
(914, 27, 22, 20, 39, '4.09.04.08.02', '1', 17833.47, 17807.82, 17055.89, 17238.84, '<p>For cast-in-situ railing and rail post<br>&nbsp;</p>', '2023-10-25 13:39:17', '2024-02-04 06:10:53'),
(915, 27, 22, 20, 39, '4.09.4.09', '1', 17556.20, 17640.00, 16500.82, 16793.71, '<p>For Pre-cast paving slab for bridge footpath</p>', '2023-10-25 13:40:28', '2024-02-04 06:10:53'),
(916, 27, 22, 20, 39, '4.09.05.01', '1', 18606.07, 18676.50, 17500.54, 17793.43, '<p>For foundation of Pier &amp; Abutment of Bridges and Box Culverts</p>', '2023-10-25 13:41:43', '2024-02-04 06:10:53'),
(917, 27, 22, 20, 39, '4.09.05.02.01', '1', 19459.56, 19533.22, 18303.31, 18609.64, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 13:42:46', '2024-02-04 06:10:53'),
(918, 27, 22, 20, 39, '4.09.05.02.02', '1', 24324.45, 24416.52, 22879.14, 23262.05, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 13:43:44', '2024-02-04 06:10:53'),
(919, 27, 22, 20, 39, '4.09.05.02.03', '1', 29189.33, 29299.83, 27454.97, 27914.46, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 13:44:42', '2024-02-04 06:10:53'),
(920, 27, 22, 20, 39, '4.09.05.02.04', '1', 34054.22, 34183.16, 32030.80, 32566.87, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 13:45:46', '2024-02-04 06:10:53'),
(921, 27, 22, 20, 39, '4.09.05.02.05', '1', 35027.20, 35159.79, 32945.96, 33497.35, '<p>For height above 20m</p>', '2023-10-25 13:46:46', '2024-02-04 06:10:53'),
(922, 27, 22, 20, 39, '4.09.05.03.01', '1', 26458.17, 26558.32, 24886.08, 25302.58, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 13:47:54', '2024-02-04 06:10:53'),
(923, 27, 22, 20, 39, '4.09.05.03.02', '1', 29368.57, 29479.74, 27623.55, 28085.86, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 13:49:14', '2024-02-04 06:10:53'),
(924, 27, 22, 20, 39, '4.09.05.03.03', '1', 32278.97, 32401.15, 30361.02, 30869.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 13:50:32', '2024-02-04 06:10:53'),
(925, 27, 22, 20, 39, '4.09.05.03.04', '1', 35189.36, 35322.57, 33098.49, 33652.43, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 13:51:37', '2024-02-04 06:10:53'),
(926, 27, 22, 20, 39, '4.09.05.03.05', '1', 38099.76, 38243.98, 35835.96, 36435.71, '<p>For height above 20m</p>', '2023-10-25 13:52:38', '2024-02-04 06:10:53'),
(927, 27, 22, 20, 39, '4.09.05.04.01', '1', 29917.32, 28005.98, 26242.50, 26672.43, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 13:53:39', '2024-02-04 06:10:53'),
(928, 27, 22, 20, 39, '4.09.05.04.02', '1', 30011.12, 30106.43, 28210.68, 28672.86, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 13:54:41', '2024-02-04 06:10:53'),
(929, 27, 22, 20, 39, '4.09.05.04.03', '1', 32104.92, 32206.88, 30178.87, 30673.29, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 13:55:47', '2024-02-04 06:10:53'),
(930, 27, 22, 20, 39, '4.09.05.04.04', '1', 34198.72, 34307.32, 32147.06, 32673.72, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 13:56:53', '2024-02-04 06:10:53'),
(931, 27, 22, 20, 39, '4.09.05.04.05', '1', 36292.51, 36407.77, 34115.24, 36674.15, '<p>For height above 20m</p>', '2023-10-25 13:58:00', '2024-02-04 06:10:53'),
(932, 27, 22, 20, 39, '4.09.05.05.01', '1', 22190.72, 22274.72, 20872.20, 21221.52, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 13:59:08', '2024-02-04 06:10:53'),
(933, 27, 22, 20, 39, '4.09.05.05.02', '1', 23522.17, 23611.21, 22124.53, 22494.81, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 14:04:28', '2024-02-04 06:10:53'),
(934, 27, 22, 20, 39, '4.09.05.06.01', '1', 28911.21, 29012.76, 27178.99, 27622.35, '<p>For height up to 5m<br>&nbsp;</p>', '2023-10-25 14:05:54', '2024-02-04 06:10:53'),
(935, 27, 22, 20, 39, '4.09.05.06.02', '1', 32525.11, 32639.36, 30576.36, 31075.15, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 14:08:06', '2024-02-04 06:10:53'),
(936, 27, 22, 20, 39, '4.09.05.06.03', '1', 36139.01, 36265.96, 33973.73, 34527.94, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 14:09:19', '2024-02-04 06:10:53'),
(937, 27, 22, 20, 39, '4.09.05.06.04', '1', 39752.91, 39892.55, 37371.11, 37980.74, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 14:11:29', '2024-02-04 06:10:53'),
(938, 27, 22, 20, 39, '4.09.05.06.05', '1', 40475.70, 40617.87, 38050.58, 38671.30, '<p>For height above 20m</p>', '2023-10-25 14:12:36', '2024-02-04 06:10:53'),
(939, 27, 22, 20, 39, '4.09.05.07', '1', 27311.66, 27415.04, 25688.86, 26118.79, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering for any height</p>', '2023-10-25 14:14:05', '2024-02-04 06:10:53'),
(940, 27, 22, 20, 39, '4.09.05.08.01', '1', 21442.49, 21377.63, 20483.24, 20690.26, '<p>For pre-cast railing and rail post<br>&nbsp;</p>', '2023-10-25 14:15:15', '2024-02-04 06:10:53'),
(941, 27, 22, 20, 39, '4.09.05.08.02', '1', 18931.51, 18891.86, 18101.47, 18284.42, '<p>For cast-in-situ railing and rail post<br>&nbsp;</p>', '2023-10-25 14:16:17', '2024-02-04 06:10:53'),
(942, 27, 22, 20, 39, '4.09.05.09', '1', 18606.07, 18676.50, 17500.54, 17793.43, '<p>For Pre-cast paving slab for bridge footpath</p>', '2023-10-25 14:17:28', '2024-02-04 06:10:53'),
(943, 27, 22, 20, 39, '4.09.06.01', '1', 18443.90, 18527.71, 17388.52, 17681.41, '<p>For foundation of Pier &amp; Abutment of Bridges and Facing Elements of Reinforced/ Mechanically Stabilized Earth Structure</p>', '2023-10-25 14:18:38', '2024-02-04 06:10:53'),
(944, 27, 22, 20, 39, '4.09.06.02.01', '1', 19289.95, 1377.60, 18186.16, 18492.49, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 14:19:44', '2024-02-04 06:10:53'),
(945, 27, 22, 20, 39, '4.09.06.02.02', '1', 24112.44, 24222.00, 22732.70, 23115.61, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 14:20:37', '2024-02-04 06:10:53'),
(946, 27, 22, 20, 39, '4.09.06.02.03', '1', 28934.93, 29066.40, 27279.24, 27738.73, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 14:23:03', '2024-02-04 06:10:53'),
(947, 27, 22, 20, 39, '4.09.06.02.04', '1', 33757.41, 33910.80, 31825.79, 32361.86, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 14:25:01', '2024-02-04 06:10:53'),
(948, 27, 22, 20, 39, '4.09.06.02.05', '1', 34721.91, 34879.68, 32735.09, 33286.48, '<p>For height above 20m</p>', '2023-10-25 14:26:37', '2024-02-04 06:10:53'),
(949, 27, 22, 20, 39, '4.09.06.03.01', '1', 26227.56, 26346.74, 24726.80, 25143.30, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 14:30:51', '2024-02-04 06:10:53'),
(950, 27, 22, 20, 39, '4.09.06.03.02', '1', 28850.32, 28981.41, 27199.48, 27657.63, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 14:33:17', '2024-02-04 06:10:53'),
(951, 27, 22, 20, 39, '4.09.06.03.03', '1', 31473.08, 31616.08, 29672.16, 30171.96, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 14:35:24', '2024-02-04 06:10:53'),
(952, 27, 22, 20, 39, '4.09.06.03.04', '1', 34095.83, 34250.76, 32144.84, 32686.28, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 14:36:41', '2024-02-04 06:10:53'),
(953, 27, 22, 20, 39, '4.09.06.03.05', '1', 36718.59, 36885.43, 34617.52, 35200.61, '<p>For height above 20m</p>', '2023-10-25 14:40:42', '2024-02-04 06:10:53'),
(954, 27, 22, 20, 39, '4.09.06.04.01', '1', 27679.28, 27787.57, 26078.07, 26508.00, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 14:59:08', '2024-02-04 06:10:53'),
(955, 27, 22, 20, 39, '4.09.06.04.02', '1', 29478.43, 29593.76, 27773.07, 28231.03, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:00:53', '2024-02-04 06:10:53'),
(956, 27, 22, 20, 39, '4.09.06.04.03', '1', 31277.58, 31399.95, 29468.22, 29954.05, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:02:12', '2024-02-04 06:10:53'),
(957, 27, 22, 20, 39, '4.09.06.04.04', '1', 33076.73, 33206.14, 31163.30, 31677.07, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:03:17', '2024-02-04 06:10:53'),
(958, 27, 22, 20, 39, '4.09.06.04.05', '1', 34875.89, 35012.34, 32858.37, 33400.09, '<p>For height above 20m</p>', '2023-10-25 15:04:21', '2024-02-04 06:10:53'),
(959, 27, 22, 20, 39, '4.09.06.05.01', '1', 21997.31, 22097.26, 20738.61, 21087.93, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:05:23', '2024-02-04 06:10:53'),
(960, 27, 22, 20, 39, '4.09.06.05.02', '1', 23207.16, 23312.61, 21879.23, 22247.76, '<p>For height above 5m<br>&nbsp;</p>', '2023-10-25 15:06:28', '2024-02-04 06:10:53'),
(961, 27, 22, 20, 39, '4.09.06.06.01', '1', 28530.49, 28640.47, 26874.36, 27311.01, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:07:24', '2024-02-04 06:10:53'),
(962, 27, 22, 20, 39, '4.09.06.06.02', '1', 32096.80, 32220.53, 30233.65, 30724.88, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:08:28', '2024-02-04 06:10:53'),
(963, 27, 22, 20, 39, '4.09.06.06.03', '1', 35663.11, 35800.59, 33592.95, 34138.76, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:09:40', '2024-02-04 06:10:53'),
(964, 27, 22, 20, 39, '4.09.06.06.04', '1', 39299.42, 39380.65, 39952.24, 37552.63, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:10:39', '2024-02-04 06:10:53'),
(965, 27, 22, 20, 39, '4.09.06.06.05', '1', 39942.68, 40096.66, 37624.10, 38235.41, '<p>For height above 20m</p>', '2023-10-25 15:11:46', '2024-02-04 06:10:53'),
(966, 27, 22, 20, 39, '4.09.06.07', '1', 27073.62, 27196.63, 25524.44, 25954.37, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering for any height</p>', '2023-10-25 15:12:47', '2024-02-04 06:10:53'),
(967, 27, 22, 20, 39, '4.09.06.08.01', '1', 28969.42, 29081.09, 27287.81, 27731.18, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:13:56', '2024-02-04 06:10:53'),
(968, 27, 22, 20, 39, '4.09.06.08.02', '1', 32590.60, 32716.23, 30698.79, 31197.57, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:15:03', '2024-02-04 06:10:53'),
(969, 27, 22, 20, 39, '4.09.06.08.03', '1', 36211.77, 36351.37, 34109.76, 34663.97, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:16:30', '2024-02-04 06:10:53'),
(970, 27, 22, 20, 39, '4.09.06.08.04', '1', 39832.95, 39986.50, 37520.74, 38130.37, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:17:42', '2024-02-04 06:10:53'),
(971, 27, 22, 20, 39, '4.09.06.08.05', '1', 40557.19, 40713.53, 38202.93, 38823.65, '<p>For height above 20m</p>', '2023-10-25 15:19:09', '2024-02-04 06:10:53'),
(972, 27, 22, 20, 39, '4.09.07.01', '1', 19517.88, 19601.69, 18462.50, 18755.39, '<p>For foundation of Pier &amp; Abutment of Bridges and Facing Elements of Reinforced/ Mechanically Stabilized Earth Structure</p>', '2023-10-25 15:21:22', '2024-02-04 06:10:53'),
(973, 27, 22, 20, 39, '4.09.07.02.01', '1', 20413.20, 20500.85, 19309.41, 19615.73, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:22:17', '2024-02-04 06:10:53'),
(974, 27, 22, 20, 39, '4.09.07.02.02', '1', 25516.49, 25626.06, 24136.76, 24519.67, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:23:47', '2024-02-04 06:10:53'),
(975, 27, 22, 20, 39, '4.09.07.02.03', '1', 30619.79, 30751.27, 28964.11, 29423.60, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:24:51', '2024-02-04 06:10:53'),
(976, 27, 22, 20, 39, '4.09.07.02.04', '1', 35723.09, 35876.48, 33791.46, 34327.53, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:26:01', '2024-02-04 06:10:53'),
(977, 27, 22, 20, 39, '4.09.07.02.05', '1', 36743.75, 36901.52, 34756.93, 35308.32, '<p>For height above 20m</p>', '2023-10-25 15:27:21', '2024-02-04 06:10:53'),
(978, 27, 22, 20, 39, '4.09.07.03.01', '1', 26859.47, 26974.80, 25407.12, 25810.18, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:28:35', '2024-02-04 06:10:53'),
(979, 27, 22, 20, 39, '4.09.07.03.02', '1', 29411.12, 29537.40, 27820.79, 28262.14, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:29:34', '2024-02-04 06:10:53'),
(980, 27, 22, 20, 39, '4.09.07.03.03', '1', 31962.77, 32100.01, 30234.47, 30714.11, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:30:41', '2024-02-04 06:10:53'),
(981, 27, 22, 20, 39, '4.09.07.03.04', '1', 34514.42, 34662.61, 32648.14, 33166.08, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:31:49', '2024-02-04 06:10:53'),
(982, 27, 22, 20, 39, '4.09.07.03.05', '1', 37066.07, 37255.22, 35061.82, 35618.04, '<p>For height above 20m</p>', '2023-10-25 15:32:53', '2024-02-04 06:10:53'),
(983, 27, 22, 20, 39, '4.09.07.04.01', '1', 28341.52, 28446.43, 26790.35, 27206.85, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:33:57', '2024-02-04 06:10:53'),
(984, 27, 22, 20, 39, '4.09.07.04.02', '1', 30183.72, 30295.44, 28531.73, 28975.29, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:34:57', '2024-02-04 06:10:53'),
(985, 27, 22, 20, 39, '4.09.07.04.03', '1', 32025.91, 32144.46, 30273.10, 30743.74, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:36:02', '2024-02-04 06:10:53'),
(986, 27, 22, 20, 39, '4.09.07.04.04', '1', 33868.11, 33993.48, 32014.47, 32512.18, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:37:10', '2024-02-04 06:10:53'),
(987, 27, 22, 20, 39, '4.09.07.04.05', '1', 35710.31, 35842.50, 33755.85, 34280.63, '<p>For height above 20m</p>', '2023-10-25 15:38:17', '2024-02-04 06:10:53'),
(988, 27, 22, 20, 39, '4.09.07.05.01', '1', 29668.04, 29776.33, 28037.39, 28467.32, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:41:21', '2024-02-04 06:10:53'),
(989, 27, 22, 20, 39, '4.09.07.05.02', '1', 33376.55, 33498.38, 31542.06, 32025.74, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:42:20', '2024-02-04 06:10:53'),
(990, 27, 22, 20, 39, '4.09.07.05.03', '1', 37085.05, 37220.42, 35046.74, 35584.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:43:34', '2024-02-04 06:10:53'),
(991, 27, 22, 20, 39, '4.09.07.05.04', '1', 40793.56, 40942.46, 38551.41, 39142.57, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:44:52', '2024-02-04 06:10:53'),
(992, 27, 22, 20, 39, '4.09.07.05.05', '1', 41535.26, 41686.87, 39252.35, 39854.25, '<p>For height above 20m</p>', '2023-10-25 15:46:20', '2024-02-04 06:10:53'),
(993, 27, 22, 20, 39, '4.09.07.06.01', '1', 30131.60, 30241.59, 28475.48, 28912.12, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:47:34', '2024-02-04 06:10:53'),
(994, 27, 22, 20, 39, '4.09.07.06.02', '1', 33898.05, 34021.79, 32034.91, 32526.14, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:48:49', '2024-02-04 06:10:53'),
(995, 27, 22, 20, 39, '4.09.07.06.03', '1', 37664.51, 37801.99, 35594.34, 36140.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:50:13', '2024-02-04 06:10:53'),
(996, 27, 22, 20, 39, '4.09.07.06.04', '1', 41430.96, 41582.18, 39153.78, 39754.17, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:51:36', '2024-02-04 06:10:53'),
(997, 27, 22, 20, 39, '4.09.07.06.05', '1', 42184.25, 42338.22, 39865.67, 40476.97, '<p>For height above 20m</p>', '2023-10-25 15:52:44', '2024-02-04 06:10:53'),
(998, 27, 22, 20, 39, '4.09.08.01', '1', 19824.16, 19907.96, 18768.78, 19061.67, '<p>For foundation of Pier &amp; Abutment of bridges</p>', '2023-10-25 15:54:03', '2024-02-04 06:10:53'),
(999, 27, 22, 20, 39, '4.09.08.02.01', '1', 20733.52, 20821.17, 19629.74, 19936.06, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 15:55:10', '2024-02-04 06:10:53'),
(1000, 27, 22, 20, 39, '4.09.08.02.02', '1', 25916.90, 26026.47, 25537.17, 24920.08, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 15:56:14', '2024-02-04 06:10:53'),
(1001, 27, 22, 20, 39, '4.09.08.02.03', '1', 31100.29, 31231.76, 29444.60, 29904.09, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 15:57:23', '2024-02-04 06:10:53'),
(1002, 27, 22, 20, 39, '4.09.08.02.04', '1', 36283.67, 36437.05, 34352.04, 34888.11, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 15:58:34', '2024-02-04 06:10:53'),
(1003, 27, 22, 20, 39, '4.09.08.02.05', '1', 37320.34, 37478.11, 35333.52, 35884.91, '<p>For height above 20m</p>', '2023-10-25 15:59:34', '2024-02-04 06:10:53'),
(1004, 27, 22, 20, 39, '4.09.08.03.01', '1', 27496.22, 27611.54, 26043.86, 26446.92, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:00:31', '2024-02-04 06:10:53'),
(1005, 27, 22, 20, 39, '4.09.08.03.02', '1', 30108.36, 30234.64, 28518.03, 28959.38, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:01:50', '2024-02-04 06:10:53'),
(1006, 27, 22, 20, 39, '4.09.08.03.03', '1', 32720.50, 32857.74, 30992.20, 31471.84, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:07:52', '2024-02-04 06:10:53'),
(1007, 27, 22, 20, 39, '4.09.08.03.04', '1', 35332.64, 35480.83, 33466.37, 33984.30, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:09:01', '2024-02-04 06:10:53'),
(1008, 27, 22, 20, 39, '4.09.08.03.05', '1', 37944.78, 38103.93, 35940.53, 36496.76, '<p>For height above 20m</p>', '2023-10-25 16:10:14', '2024-02-04 06:10:53'),
(1009, 27, 22, 20, 39, '4.09.08.04.01', '1', 28777.05, 28881.96, 27225.89, 27642.38, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:11:19', '2024-02-04 06:10:53'),
(1010, 27, 22, 20, 39, '4.09.08.04.02', '1', 30503.67, 30614.88, 28859.44, 29300.92, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:12:22', '2024-02-04 06:10:53'),
(1011, 27, 22, 20, 39, '4.09.08.04.03', '1', 32230.30, 32347.79, 30492.99, 30959.47, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:13:30', '2024-02-04 06:10:53'),
(1012, 27, 22, 20, 39, '4.09.08.04.04', '1', 33956.92, 30080.71, 32126.55, 32618.01, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:14:34', '2024-02-04 06:10:53'),
(1013, 27, 22, 20, 39, '4.09.08.04.05', '1', 35683.54, 35813.63, 33760.10, 34276.55, '<p>For height above 20m</p>', '2023-10-25 16:15:46', '2024-02-04 06:10:53'),
(1014, 27, 22, 20, 39, '4.09.08.05.01', '1', 29647.04, 29753.64, 28041.86, 28465.08, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:16:51', '2024-02-04 06:10:53'),
(1015, 27, 22, 20, 39, '4.09.08.05.02', '1', 33352.92, 33472.84, 31575.10, 32023.21, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:18:11', '2024-02-04 06:10:53'),
(1016, 27, 22, 20, 39, '4.09.08.05.03', '1', 37058.79, 37192.05, 35052.33, 35581.35, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:19:32', '2024-02-04 06:10:53'),
(1017, 27, 22, 20, 39, '4.09.08.05.04', '1', 40764.67, 40911.25, 38557.56, 39139.48, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:20:39', '2024-02-04 06:10:53'),
(1018, 27, 22, 20, 39, '4.09.08.05.05', '1', 41505.85, 41655.09, 39258.61, 39851.11, '<p>For height above 20m</p>', '2023-10-25 16:21:49', '2024-02-04 06:10:53'),
(1019, 27, 22, 20, 39, '4.09.08.06.01', '1', 30588.21, 30698.20, 28932.08, 29368.73, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:22:53', '2024-02-04 06:10:53'),
(1020, 27, 22, 20, 39, '4.09.08.06.02', '1', 34411.74, 34535.47, 32548.59, 33039.82, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:24:20', '2024-02-04 06:10:53'),
(1021, 27, 22, 20, 39, '4.09.08.06.03', '1', 32235.26, 38372.75, 36165.10, 36710.91, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:25:38', '2024-02-04 06:10:53'),
(1022, 27, 22, 20, 39, '4.09.08.06.04', '1', 42058.79, 42210.02, 39781.61, 40382.00, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:26:53', '2024-02-04 06:10:53'),
(1023, 27, 22, 20, 39, '4.09.08.06.05', '1', 42823.50, 42977.47, 40504.92, 41116.22, '<p>For height above 20m</p>', '2023-10-25 16:27:55', '2024-02-04 06:10:53'),
(1024, 27, 22, 20, 39, '4.09.09.01', '1', 19360.39, 19430.83, 18254.86, 18547.75, '<p>For foundation of Pier &amp; Abutment of Bridges and Box Culverts</p>', '2023-10-25 16:29:19', '2024-02-04 06:10:53'),
(1025, 27, 22, 20, 39, '4.09.09.02.01', '1', 20248.49, 20322.15, 19092.24, 19398.57, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:30:23', '2024-02-04 06:10:53'),
(1026, 27, 22, 20, 39, '4.09.09.02.02', '1', 25310.61, 25402.68, 23865.30, 24248.21, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:31:25', '2024-02-04 06:10:53'),
(1027, 27, 22, 20, 39, '4.09.09.02.03', '1', 30372.73, 30483.22, 28638.36, 29097.85, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:32:23', '2024-02-04 06:10:53'),
(1028, 27, 22, 20, 39, '4.09.09.02.04', '1', 35434.85, 36563.76, 33411.43, 33947.49, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:33:22', '2024-02-04 06:10:53'),
(1029, 27, 22, 20, 39, '4.09.09.02.05', '1', 36447.27, 36579.87, 34366.04, 34917.42, '<p>For height above 20m</p>', '2023-10-25 16:34:22', '2024-02-04 06:10:53'),
(1030, 27, 22, 20, 39, '4.09.09.03.01', '1', 27530.84, 27630.99, 25958.75, 26375.25, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:35:26', '2024-02-04 06:10:53'),
(1031, 27, 22, 20, 39, '4.09.09.03.02', '1', 30559.23, 30670.40, 28814.21, 29276.52, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:36:30', '2024-02-04 06:10:53'),
(1032, 27, 22, 20, 39, '4.09.09.03.03', '1', 33587.62, 33709.81, 31669.68, 32177.80, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:37:34', '2024-02-04 06:10:53'),
(1033, 27, 22, 20, 39, '4.09.09.03.04', '1', 36616.01, 36749.22, 34525.14, 35079.08, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:39:05', '2024-02-04 06:10:53'),
(1034, 27, 22, 20, 39, '4.09.09.03.05', '1', 39644.40, 39788.63, 37380.60, 37980.36, '<p>For height above 20m</p>', '2023-10-25 16:46:21', '2024-02-04 06:10:53'),
(1035, 27, 22, 20, 39, '4.09.09.04.01', '1', 29024.59, 29113.25, 27349.76, 27779.70, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:47:48', '2024-02-04 06:10:53'),
(1036, 27, 22, 20, 39, '4.09.09.04.02', '1', 31201.43, 31296.74, 29401.00, 29863.17, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:48:50', '2024-02-04 06:10:53'),
(1037, 27, 22, 20, 39, '4.09.09.04.03', '1', 33378.28, 33480.24, 31452.23, 31946.65, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:50:06', '2024-02-04 06:10:53'),
(1038, 27, 22, 20, 39, '4.09.09.04.04', '1', 35555.12, 35663.73, 33503.46, 34030.13, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 16:51:15', '2024-02-04 06:10:53'),
(1039, 27, 22, 20, 39, '4.09.09.04.05', '1', 37731.96, 37847.22, 3554.69, 36113.60, '<p>For height above 20m</p>', '2023-10-25 16:52:34', '2024-02-04 06:10:53');
INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(1040, 27, 22, 20, 39, '4.09.09.05.01', '1', 23090.38, 23174.38, 21771.86, 22121.17, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:54:04', '2024-02-04 06:10:53'),
(1041, 27, 22, 20, 39, '4.09.09.05.02', '1', 24475.80, 24564.84, 23078.17, 23448.45, '<p>For height above 5m</p>', '2023-10-25 16:55:28', '2024-02-04 06:10:53'),
(1042, 27, 22, 20, 39, '4.09.09.06.01', '1', 30053.08, 30154.64, 28320.86, 28764.23, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 16:56:43', '2024-02-04 06:10:53'),
(1043, 27, 22, 20, 39, '4.09.09.06.02', '1', 33809.72, 33923.97, 31860.97, 32359.75, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 16:57:49', '2024-02-04 06:10:53'),
(1044, 27, 22, 20, 39, '4.09.09.06.03', '1', 37566.35, 37693.29, 35401.07, 35955.28, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 16:59:14', '2024-02-04 06:10:53'),
(1045, 27, 22, 20, 39, '4.09.09.06.04', '1', 41322.99, 41462.62, 38941.18, 39550.81, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 18:35:10', '2024-02-04 06:10:53'),
(1046, 27, 22, 20, 39, '4.09.09.06.05', '1', 42074.32, 42216.49, 39649.20, 40269.92, '<p>For height above 20m</p>', '2023-10-25 18:38:29', '2024-02-04 06:10:53'),
(1047, 27, 22, 20, 39, '4.09.09.07', '1', 28418.93, 28522.31, 26796.13, 27226.06, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering for any height</p>', '2023-10-25 19:12:06', '2024-02-04 06:10:53'),
(1048, 27, 22, 20, 39, '4.09.09.08.01', '1', 22315.23, 22270.37, 21375.97, 21583.00, '<p>For pre-cast railing and rail post<br>&nbsp;</p>', '2023-10-25 19:13:16', '2024-02-04 06:10:53'),
(1049, 27, 22, 20, 39, '4.09.09.08.02', '1', 19720.43, 19680.79, 18890.39, 19073.34, '<p>For cast-in-situ railing and rail post<br>&nbsp;</p>', '2023-10-25 19:15:01', '2024-02-04 06:10:53'),
(1050, 27, 22, 20, 39, '4.09.09.09', '1', 19360.39, 19430.83, 18254.86, 18547.75, '<p>For Pre-cast paving slab for bridge footpath</p>', '2023-10-25 19:17:11', '2024-02-04 06:10:53'),
(1051, 27, 22, 20, 39, '4.09.10.01', '1', 19477.76, 19561.58, 18422.38, 18715.27, '<p>For foundation of Pier &amp; Abutment of Bridges and Facing Elements of Reinforced/ Mechanically Stabilized Earth Structure</p>', '2023-10-25 19:19:06', '2024-02-04 06:10:53'),
(1052, 27, 22, 20, 39, '4.09.10.02.01', '1', 20371.23, 20458.88, 19267.44, 19573.77, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 19:20:40', '2024-02-04 06:10:53'),
(1053, 27, 22, 20, 39, '4.09.10.02.02', '1', 25464.04, 25573.60, 24084.30, 24466.99, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 19:22:09', '2024-02-04 06:10:53'),
(1054, 27, 22, 20, 39, '4.09.10.02.03', '1', 30556.85, 30688.32, 28901.17, 29360.65, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 19:29:05', '2024-02-04 06:10:53'),
(1055, 27, 22, 20, 39, '4.09.10.02.04', '1', 35649.66, 35803.04, 33718.03, 34254.10, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 19:30:26', '2024-02-04 06:10:53'),
(1056, 27, 22, 20, 39, '4.09.10.02.05', '1', 36668.22, 36825.99, 3468140.00, 35232.79, '<p>For height above 20m</p>', '2023-10-25 19:34:56', '2024-02-04 06:10:53'),
(1057, 27, 22, 20, 39, '4.09.10.03.01', '1', 27697.73, 27816.90, 26196.96, 26613.46, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 19:36:40', '2024-02-04 06:10:53'),
(1058, 27, 22, 20, 39, '4.09.10.03.02', '1', 30467.50, 30598.59, 28816.66, 29274.80, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 19:37:50', '2024-02-04 06:10:53'),
(1059, 27, 22, 20, 39, '4.09.10.03.03', '1', 33237.27, 33380.28, 31436.36, 31936.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 19:38:55', '2024-02-04 06:10:53'),
(1060, 27, 22, 20, 39, '4.09.10.03.04', '1', 36007.05, 36161.97, 34056.05, 34597.50, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 19:40:02', '2024-02-04 06:10:53'),
(1061, 27, 22, 20, 39, '4.09.10.03.05', '1', 38776.82, 38943.66, 36675.75, 37258.84, '<p>For height above 20m</p>', '2023-10-25 19:42:09', '2024-02-04 06:10:53'),
(1062, 27, 22, 20, 39, '4.09.10.04.01', '1', 29196.86, 29305.16, 27595.66, 28025.59, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 19:43:21', '2024-02-04 06:10:53'),
(1063, 27, 22, 20, 39, '4.09.10.04.02', '1', 30948.67, 31063.46, 29251.40, 29707.13, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 19:44:18', '2024-02-04 06:10:53'),
(1064, 27, 22, 20, 39, '4.09.10.04.03', '1', 32992.45, 33114.83, 31183.10, 31668.92, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 19:45:52', '2024-02-04 06:10:53'),
(1065, 27, 22, 20, 39, '4.09.10.04.04', '1', 34744.27, 34873.13, 32838.84, 33350.45, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 19:47:48', '2024-02-04 06:10:53'),
(1066, 27, 22, 20, 39, '4.09.10.04.05', '1', 36788.05, 36924.50, 34770.53, 35312.55, '<p>For height above 20m</p>', '2023-10-25 19:49:29', '2024-02-04 06:10:53'),
(1067, 27, 22, 20, 39, '4.09.10.05.01', '1', 23230.35, 23330.30, 21971.65, 22320.97, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 19:51:18', '2024-02-04 06:10:53'),
(1068, 27, 22, 20, 39, '4.09.10.05.02', '1', 24508.02, 24613.47, 23180.09, 23548.62, '<p>For height above 5m</p>', '2023-10-25 19:52:58', '2024-02-04 06:10:53'),
(1069, 27, 22, 20, 39, '4.09.10.06.01', '1', 30071.79, 30181.77, 28415.66, 28852.31, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 19:54:00', '2024-02-04 06:10:53'),
(1070, 27, 22, 20, 39, '4.09.10.06.02', '1', 33830.76, 33954.49, 31967.61, 32458.84, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 19:55:10', '2024-02-04 06:10:53'),
(1071, 27, 22, 20, 39, '4.09.10.06.03', '1', 37589.73, 37727.21, 35519.57, 36065.38, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 19:56:21', '2024-02-04 06:10:53'),
(1072, 27, 22, 20, 39, '4.09.10.06.04', '1', 41348.71, 41499.94, 39071.53, 39671.92, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 19:57:42', '2024-02-04 06:10:53'),
(1073, 27, 22, 20, 39, '4.09.10.06.05', '1', 42100.50, 42254.48, 39781.92, 40393.23, '<p>For height above 20m</p>', '2023-10-25 19:58:43', '2024-02-04 06:10:53'),
(1074, 27, 22, 20, 39, '4.09.10.07', '1', 28591.20, 28714.22, 27042.03, 27471.96, '<p>For RCC deck slab/Cross girder/diaphragm supported on PSC Girder using suspended type staging/ centering and shuttering for any height</p>', '2023-10-25 19:59:47', '2024-02-04 06:10:53'),
(1075, 27, 22, 20, 39, '4.09.10.08.01', '1', 30534.43, 30646.11, 28852.82, 29296.19, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 20:32:37', '2024-02-04 06:10:53'),
(1076, 27, 22, 20, 39, '4.09.10.08.02', '1', 34351.23, 34476.87, 32459.42, 32958.21, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 20:34:02', '2024-02-04 06:10:53'),
(1077, 27, 22, 20, 39, '4.09.10.08.03', '1', 38168.04, 38307.63, 36066.03, 36620.23, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 20:35:18', '2024-02-04 06:10:53'),
(1078, 27, 22, 20, 39, '4.09.10.08.04', '1', 41984.84, 42138.40, 39672.63, 40282.26, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 20:36:17', '2024-02-04 06:10:53'),
(1079, 27, 22, 20, 39, '4.09.10.08.05', '1', 42748.20, 42904.55, 40393.95, 41014.66, '<p>For height above 20m</p>', '2023-10-25 20:37:17', '2024-02-04 06:10:53'),
(1080, 27, 22, 20, 39, '4.09.11.01', '1', 19505.84, 19589.65, 18450.47, 18743.36, '<p>For foundation of Pier &amp; Abutment of Bridges and Facing Elements of Reinforced/ Mechanically Stabilized Earth Structure</p>', '2023-10-25 20:39:17', '2024-02-04 06:10:53'),
(1081, 27, 22, 20, 39, '4.09.11.02.01', '1', 20400.61, 20488.26, 19296.82, 19603.14, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 20:41:03', '2024-02-04 06:10:53'),
(1082, 27, 22, 20, 39, '4.09.11.02.02', '1', 25500.76, 25610.32, 24121.02, 24503.93, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 20:42:41', '2024-02-04 06:10:53'),
(1083, 27, 22, 20, 39, '4.09.11.02.03', '1', 30600.91, 30732.38, 28945.23, 29404.72, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 20:44:14', '2024-02-04 06:10:53'),
(1084, 27, 22, 20, 39, '4.09.11.02.04', '1', 35701.06, 35854.45, 33769.43, 34305.50, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 20:46:04', '2024-02-04 06:10:53'),
(1085, 27, 22, 20, 39, '4.09.11.02.05', '1', 36721.09, 36878.86, 34734.27, 35285.66, '<p>For height above 20m</p>', '2023-10-25 20:46:58', '2024-02-04 06:10:53'),
(1086, 27, 22, 20, 39, '4.09.11.03.01', '1', 26842.90, 26958.23, 25390.55, 25793.61, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 20:48:17', '2024-02-04 06:10:53'),
(1087, 27, 22, 20, 39, '4.09.11.03.02', '1', 29392.98, 29519.26, 27802.65, 28244.00, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 20:50:19', '2024-02-04 06:10:53'),
(1088, 27, 22, 20, 39, '4.09.11.03.03', '1', 31943.06, 32080.30, 30214.76, 30694.40, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 20:51:30', '2024-02-04 06:10:53'),
(1089, 27, 22, 20, 39, '4.09.11.03.04', '1', 34493.13, 34641.33, 32626.86, 33144.79, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 20:52:41', '2024-02-04 06:10:53'),
(1090, 27, 22, 20, 39, '4.09.11.03.05', '1', 37043.21, 37202.36, 35038.96, 35595.18, '<p>For height above 20m</p>', '2023-10-25 20:53:40', '2024-02-04 06:10:53'),
(1091, 27, 22, 20, 39, '4.09.11.04.01', '1', 28324.40, 28429.31, 26773.24, 27189.73, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 20:54:54', '2024-02-04 06:10:53'),
(1092, 27, 22, 20, 39, '4.09.11.04.02', '1', 30165.49, 30227.21, 28513.50, 28957.06, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 20:56:04', '2024-02-04 06:10:53'),
(1093, 27, 22, 20, 39, '4.09.11.04.03', '1', 32006.57, 32125.12, 30253.76, 30724.40, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 20:57:10', '2024-02-04 06:10:53'),
(1094, 27, 22, 20, 39, '4.09.11.04.04', '1', 33847.66, 33973.02, 31994.02, 32491.73, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 20:58:37', '2024-02-04 06:10:53'),
(1095, 27, 22, 20, 39, '4.09.11.04.05', '1', 35688.74, 35820.93, 33734.28, 34259.06, '<p>For height above 20m</p>', '2023-10-25 20:59:56', '2024-02-04 06:10:53'),
(1096, 27, 22, 20, 39, '4.09.11.05.01', '1', 29650.37, 29758.66, 28019.72, 28449.65, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 21:01:54', '2024-02-04 06:10:53'),
(1097, 27, 22, 20, 39, '4.09.11.05.02', '1', 33356.67, 33478.50, 31522.19, 32005.86, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 21:03:04', '2024-02-04 06:10:53'),
(1098, 27, 22, 20, 39, '4.09.11.05.03', '1', 37062.96, 37198.33, 35024.65, 35562.07, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 21:04:24', '2024-02-04 06:10:53'),
(1099, 27, 22, 20, 39, '4.09.11.05.04', '1', 40769.26, 40918.16, 38527.12, 39118.27, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 21:05:34', '2024-02-04 06:10:53'),
(1100, 27, 22, 20, 39, '4.09.11.05.05', '1', 41510.52, 41662.13, 39227.61, 39829.51, '<p>For height above 20m</p>', '2023-10-25 21:06:50', '2024-02-04 06:10:53'),
(1101, 27, 22, 20, 39, '4.09.11.06.01', '1', 30113.66, 30223.64, 28457.53, 28894.18, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-25 21:08:01', '2024-02-04 06:10:53'),
(1102, 27, 22, 20, 39, '4.09.11.06.02', '1', 33877.87, 34001.60, 32014.72, 32505.95, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-25 21:09:00', '2024-02-04 06:10:53'),
(1103, 27, 22, 20, 39, '4.09.11.06.03', '1', 37642.07, 37779.55, 35571.91, 36117.72, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-25 21:12:39', '2024-02-04 06:10:53'),
(1104, 27, 22, 20, 39, '4.09.11.06.04', '1', 41406.28, 41557.51, 39129.10, 39729.49, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-25 21:14:17', '2024-02-04 06:10:53'),
(1105, 27, 22, 20, 39, '4.09.11.06.05', '1', 42159.12, 42313.10, 39840.54, 40451.85, '<p>For height above 20m</p>', '2023-10-25 21:15:19', '2024-02-04 06:10:53'),
(1106, 27, 23, 20, 39, '4.10.01.01.01', '1', 27675.29, 27753.81, 26093.18, 26496.24, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 13:11:02', '2024-02-04 06:10:53'),
(1107, 27, 23, 20, 39, '4.10.01.01.02', '1', 30442.82, 30529.19, 28702.50, 29145.86, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 13:12:09', '2024-02-04 06:10:53'),
(1108, 27, 23, 20, 39, '4.10.01.01.03', '1', 33210.35, 33304.57, 31311.81, 31795.49, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 13:13:25', '2024-02-04 06:10:53'),
(1109, 27, 23, 20, 39, '4.10.01.01.04', '1', 35977.87, 39079.95, 33921.13, 34445.11, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 13:14:48', '2024-02-04 06:10:53'),
(1110, 27, 23, 20, 39, '4.10.01.01.05', '1', 38745.40, 38855.33, 36530.45, 37094.73, '<p>For height above 20m</p>', '2023-10-26 13:15:57', '2024-02-04 06:10:53'),
(1111, 27, 23, 20, 39, '4.10.01.02.01', '1', 33210.35, 33304.57, 31311.81, 31795.49, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 13:17:09', '2024-02-04 06:10:53'),
(1112, 27, 23, 20, 39, '4.10.01.02.02', '1', 35202.97, 35302.84, 33190.81, 33703.21, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 13:18:05', '2024-02-04 06:10:53'),
(1113, 27, 23, 20, 39, '4.10.01.02.03', '1', 37195.59, 37301.11, 35069.23, 35610.94, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 13:19:16', '2024-02-04 06:10:53'),
(1114, 27, 23, 20, 39, '4.10.01.02.04', '1', 39188.21, 39299.39, 36947.94, 36518.67, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 13:20:15', '2024-02-04 06:10:53'),
(1115, 27, 23, 20, 39, '4.10.01.02.05', '1', 41180.83, 41297.66, 38826.65, 39426.40, '<p>For height above 20m</p>', '2023-10-26 13:21:20', '2024-02-04 06:10:53'),
(1116, 27, 23, 20, 39, '4.10.01.03.01', '1', 36900.38, 37005.07, 34790.90, 35328.32, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 13:22:17', '2024-02-04 06:10:53'),
(1117, 27, 23, 20, 39, '4.10.01.03.02', '1', 39298.91, 39410.40, 37052.31, 37624.66, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 13:23:12', '2024-02-04 06:10:53'),
(1118, 27, 23, 20, 39, '4.10.01.03.03', '1', 41697.43, 41815.73, 39313.72, 39921.00, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 13:24:16', '2024-02-04 06:10:53'),
(1119, 27, 23, 20, 39, '4.10.01.03.04', '1', 44095.96, 44221.06, 41575.13, 42417.34, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 13:25:20', '2024-02-04 06:10:53'),
(1120, 27, 23, 20, 39, '4.10.01.03.05', '1', 46494.48, 46626.39, 43836.54, 44513.68, '<p>For height above 20m</p>', '2023-10-26 13:26:46', '2024-02-04 06:10:53'),
(1121, 27, 23, 20, 39, '4.10.02.01.01', '1', 27679.43, 27776.35, 26166.34, 26569.40, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 13:39:57', '2024-02-04 06:10:53'),
(1122, 27, 23, 20, 39, '4.10.02.01.02', '1', 30447.43, 30553.99, 28782.97, 29226.34, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 13:41:23', '2024-02-04 06:10:53'),
(1123, 27, 23, 20, 39, '4.10.02.01.03', '1', 33215.31, 33331.62, 31399.61, 31883.28, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 13:42:34', '2024-02-04 06:10:53'),
(1124, 27, 23, 20, 39, '4.10.02.01.04', '1', 35983.26, 36109.26, 34016.24, 34540.22, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 13:43:49', '2024-02-04 06:10:53'),
(1125, 27, 23, 20, 39, '4.10.02.01.05', '1', 38751.20, 38886.89, 36621.87, 37197.16, '<p>For height above 20m</p>', '2023-10-26 13:45:06', '2024-02-04 06:10:53'),
(1126, 27, 23, 20, 39, '4.10.02.02.01', '1', 33215.31, 33331.62, 31399.61, 31883.26, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 13:46:29', '2024-02-04 06:10:53'),
(1127, 27, 23, 20, 39, '4.10.02.02.02', '1', 35208.23, 35331.52, 33283.58, 33796.28, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 13:47:43', '2024-02-04 06:10:53'),
(1128, 27, 23, 20, 39, '4.10.02.02.03', '1', 37201.15, 37331.42, 35167.56, 35709.27, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:03:50', '2024-02-04 06:10:53'),
(1129, 27, 23, 20, 39, '4.10.02.02.04', '1', 39194.07, 39331.31, 37051.54, 37622.27, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:05:02', '2024-02-04 06:10:53'),
(1130, 27, 23, 20, 39, '4.10.02.02.05', '1', 41186.99, 41331.21, 38935.51, 39535.27, '<p>For height above 20m</p>', '2023-10-26 14:06:10', '2024-02-04 06:10:53'),
(1131, 27, 23, 20, 39, '4.10.02.03.01', '1', 36905.91, 37035.14, 34888.45, 35425.87, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:07:17', '2024-02-04 06:10:53'),
(1132, 27, 23, 20, 39, '4.10.02.03.02', '1', 39304.79, 39442.42, 37156.20, 37728.55, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:08:21', '2024-02-04 06:10:53'),
(1133, 27, 23, 20, 39, '4.10.02.03.03', '1', 41703.67, 41849.70, 39423.95, 40031.23, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:09:41', '2024-02-04 06:10:53'),
(1134, 27, 23, 20, 39, '4.10.02.03.04', '1', 44102.56, 44256.99, 41691.70, 42333.91, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:10:51', '2024-02-04 06:10:53'),
(1135, 27, 23, 20, 39, '4.10.02.03.05', '1', 46501.44, 46664.27, 43959.45, 44636.59, '<p>For height above 20m</p>', '2023-10-26 14:12:12', '2024-02-04 06:10:53'),
(1136, 27, 23, 20, 39, '4.10.03.01.01', '1', 28822.68, 28901.20, 27240.57, 27643.63, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:13:12', '2024-02-04 06:10:53'),
(1137, 27, 23, 20, 39, '4.10.03.01.02', '1', 31704.95, 31791.32, 29964.63, 30407.99, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:14:46', '2024-02-04 06:10:53'),
(1138, 27, 23, 20, 39, '4.10.03.01.03', '1', 34587.22, 34681.44, 32688.68, 33172.36, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:16:41', '2024-02-04 06:10:53'),
(1139, 27, 23, 20, 39, '4.10.03.01.04', '1', 37469.49, 37571.56, 35412.74, 35936.72, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:18:22', '2024-02-04 06:10:53'),
(1140, 27, 23, 20, 39, '4.10.03.01.05', '1', 40351.75, 40461.68, 38136.80, 38701.08, '<p>For height above 20m</p>', '2023-10-26 14:20:10', '2024-02-04 06:10:53'),
(1141, 27, 23, 20, 39, '4.10.03.02.01', '1', 34587.22, 34681.44, 32688.68, 33172.36, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:21:31', '2024-02-04 06:10:53'),
(1142, 27, 23, 20, 39, '4.10.03.02.02', '1', 36662.45, 36762.32, 34650.01, 35162.70, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:22:31', '2024-02-04 06:10:53'),
(1143, 27, 23, 20, 39, '4.10.03.02.03', '1', 38737.68, 38843.21, 36611.33, 37153.04, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:23:51', '2024-02-04 06:10:53'),
(1144, 27, 23, 20, 39, '4.10.03.02.04', '1', 40812.92, 40924.10, 38572.65, 39143.38, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:24:57', '2024-02-04 06:10:53'),
(1145, 27, 23, 20, 39, '4.10.03.02.05', '1', 42888.15, 43004.98, 40533.97, 41133.72, '<p>For height above 20m</p>', '2023-10-26 14:26:21', '2024-02-04 06:10:53'),
(1146, 27, 23, 20, 39, '4.10.04.01.01', '1', 28107.91, 28204.83, 26594.82, 26997.88, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:27:44', '2024-02-04 06:10:53'),
(1147, 27, 23, 20, 39, '4.10.04.01.02', '1', 30918.70, 31025.31, 29254.30, 29697.66, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:29:11', '2024-02-04 06:10:53'),
(1148, 27, 23, 20, 39, '4.10.04.01.03', '1', 33729.49, 33845.80, 31913.78, 32397.45, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:31:13', '2024-02-04 06:10:53'),
(1149, 27, 23, 20, 39, '4.10.04.01.04', '1', 36540.28, 36666.28, 34573.26, 35097.24, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:32:18', '2024-02-04 06:10:53'),
(1150, 27, 23, 20, 39, '4.10.04.01.05', '1', 39351.07, 39486.76, 37232.74, 37797.03, '<p>For height above 20m</p>', '2023-10-26 14:33:23', '2024-02-04 06:10:53'),
(1151, 27, 23, 20, 39, '4.10.04.02.01', '1', 33729.49, 33845.80, 31913.78, 32397.45, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:34:30', '2024-02-04 06:10:53'),
(1152, 27, 23, 20, 39, '4.10.04.02.02', '1', 35753.26, 35876.54, 33828.61, 34341.30, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:35:35', '2024-02-04 06:10:53'),
(1153, 27, 23, 20, 39, '4.10.04.02.03', '1', 37777.03, 37907.29, 35743.43, 36285.15, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:36:49', '2024-02-04 06:10:53'),
(1154, 27, 23, 20, 39, '4.10.04.02.04', '1', 39800.80, 39938.04, 37658.26, 38228.99, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:38:19', '2024-02-04 06:10:53'),
(1155, 27, 23, 20, 39, '4.10.04.02.05', '1', 41824.57, 41968.79, 39573.09, 40172.84, '<p>For height above 20m</p>', '2023-10-26 14:39:28', '2024-02-04 06:10:53'),
(1156, 27, 23, 20, 39, '4.10.04.03.01', '1', 37477.21, 37606.44, 35459.76, 35997.17, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:40:42', '2024-02-04 06:10:53'),
(1157, 27, 23, 20, 39, '4.10.04.03.02', '1', 39913.23, 40050.86, 37764.64, 38336.99, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:41:47', '2024-02-04 06:10:53'),
(1158, 27, 23, 20, 39, '4.10.04.03.03', '1', 42349.25, 42495.28, 40069.52, 40676.80, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:43:08', '2024-02-04 06:10:53'),
(1159, 27, 23, 20, 39, '4.10.04.03.04', '1', 44785.26, 44939.70, 42374.41, 43016.62, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:44:15', '2024-02-04 06:10:53'),
(1160, 27, 23, 20, 39, '4.10.04.03.05', '1', 47221.28, 47384.11, 44679.29, 45356.43, '<p>For height above 20m</p>', '2023-10-26 14:45:21', '2024-02-04 06:10:53'),
(1161, 27, 23, 20, 39, '4.10.05.01.01', '1', 39958.54, 40074.85, 38142.83, 38625.50, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:46:58', '2024-02-04 06:10:53'),
(1162, 27, 23, 20, 39, '4.10.05.01.02', '1', 42256.16, 42379.15, 40336.04, 40847.53, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:48:20', '2024-02-04 06:10:53'),
(1163, 27, 23, 20, 39, '4.10.05.01.03', '1', 44553.77, 44683.45, 42529.26, 43068.55, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:49:38', '2024-02-04 06:10:53'),
(1164, 27, 23, 20, 39, '4.10.05.01.04', '1', 46951.28, 47087.95, 44817.83, 45386.14, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:50:58', '2024-02-04 06:10:53'),
(1165, 27, 23, 20, 39, '4.10.05.01.05', '1', 49149.00, 49292.06, 46915.68, 47510.60, '<p>For height above 20m</p>', '2023-10-26 14:52:34', '2024-02-04 06:10:53'),
(1166, 27, 23, 20, 39, '4.10.06.01.01', '1', 41101.52, 41217.82, 39285.81, 39769.48, '<p>For height up to 5 m<br>&nbsp;</p>', '2023-10-26 14:53:53', '2024-02-04 06:10:53'),
(1167, 27, 23, 20, 39, '4.10.06.01.02', '1', 43464.85, 43587.85, 41544.74, 42056.22, '<p>For height above 5m to 10m<br>&nbsp;</p>', '2023-10-26 14:55:27', '2024-02-04 06:10:53'),
(1168, 27, 23, 20, 39, '4.10.06.01.03', '1', 45828.19, 45957.87, 43803.68, 44342.97, '<p>For height above 10m to 15m<br>&nbsp;</p>', '2023-10-26 14:56:53', '2024-02-04 06:10:53'),
(1169, 27, 23, 20, 39, '4.10.06.01.04', '1', 48191.53, 48327.90, 46062.61, 46629.71, '<p>For height above 15m to 20m<br>&nbsp;</p>', '2023-10-26 14:58:09', '2024-02-04 06:10:53'),
(1170, 27, 23, 20, 39, '4.10.06.01.05', '1', 50554.86, 50697.92, 48321.54, 48916.46, '<p>For height above 20m</p>', '2023-10-26 14:59:52', '2024-02-04 06:10:53'),
(1171, 27, 23, 21, 39, '4.10.07', '1', 370387.96, 369899.74, 368737.73, 368737.73, '<p>LRPC Strand: Providing and laying of Uncoated Seven-Wire Steel Strand conforming to AASHTO M 203/ ASTM A 416M (Grade 1860, low-relaxation type) having minimum ultimate tensile strength 1860 Mpa of required size as per design including supplying, fabrication, placing in position, providing corrugated galvanized steel sheathing duct of minimum 0.4mm thick and minimum 75mm intemal diameter, decoling the strands, cutting to the required lengths, preparing cables of required number strands as per drawings, making dead ends of cables in flowers to achieve rigid ends, spacers &amp; joineries of approved quality, inserting cables within the sheathing, fixind tendon support bars, supervising anti bursting reinforcements, maintaning profile during concreting operations, stressing of cables in sequence as per design to required loads with approved stressing jacks, Blocking with proper pressure, measuring and recording elongation and force, grouting the duct with pumpable, nonbleeeding, high strength non-shrink cementitious grout with non-shrink grout admixture conforming to ASTM C 1107, maintaining the water cement ratio between 0.47 to 0.53, cutting the excess HT strand after satisfactory tensioning &amp; anchorage, providing patch concrete at recess end with epoxy coating, all materials, labors, equipment, tools etc. all complete including leads and lifts as per design, drawing, specification and direction of the E-I-C.<br>[Extra Length required for stressing operation is included in this unit rate]</p>', '2023-10-26 15:12:39', '2024-02-04 06:10:53'),
(1172, 27, 23, 18, 39, '4.10.08.01', '1', 5196.46, 5196.46, 5196.46, 5196.46, '<p>Anchorage Type: 4K13/4T13<br>&nbsp;</p>', '2023-10-26 15:14:57', '2024-02-04 06:10:53'),
(1173, 27, 23, 18, 39, '4.10.08.02', '1', 5344.93, 5344.93, 5344.93, 5344.93, '<p>Anchorage Type: 7K13/7T13<br>&nbsp;</p>', '2023-10-26 15:16:00', '2024-02-04 06:10:53'),
(1174, 27, 23, 18, 39, '4.10.08.03', '1', 7423.51, 7423.51, 7423.51, 7423.51, '<p>Anchorage Type: 12K13/12T13<br>&nbsp;</p>', '2023-10-26 15:17:22', '2024-02-04 06:10:53'),
(1175, 27, 23, 18, 39, '4.10.08.04', '1', 11580.68, 11580.68, 11580.68, 11580.68, '<p>Anchorage Type: 19K13/19T13<br>&nbsp;</p>', '2023-10-26 15:18:10', '2024-02-04 06:10:53'),
(1176, 27, 23, 18, 39, '4.10.08.05', '1', 17371.02, 17371.02, 17371.02, 17371.02, '<p>Anchorage Type: 27K13/27T13<br>&nbsp;</p>', '2023-10-26 15:18:56', '2024-02-04 06:10:53'),
(1177, 27, 23, 18, 39, '4.10.08.06', '1', 23161.36, 23161.36, 23161.36, 23161.36, '<p>Anchorage Type: 37K13/37T13<br>&nbsp;</p>', '2023-10-26 15:20:09', '2024-02-04 06:10:53'),
(1178, 27, 23, 18, 39, '4.10.08.07', '1', 6755.40, 6755.40, 6755.40, 6755.40, '<p>Anchorage Type: 4K15/4T15<br>&nbsp;</p>', '2023-10-26 15:21:03', '2024-02-04 06:10:53'),
(1179, 27, 23, 18, 39, '4.10.08.08', '1', 10392.92, 10392.92, 10392.92, 10392.92, '<p>Anchorage Type: 7K15/7T15<br>&nbsp;</p>', '2023-10-26 15:21:48', '2024-02-04 06:10:53'),
(1180, 27, 23, 18, 39, '4.10.08.09', '1', 13362.32, 13362.32, 13362.32, 13362.32, '<p>Anchorage Type: 12K 15/12T15<br>&nbsp;</p>', '2023-10-26 15:22:47', '2024-02-04 06:10:53'),
(1181, 27, 23, 18, 39, '4.10.08.10', '1', 15589.38, 15589.38, 15589.38, 15589.38, '<p>Anchorage Type: 19K15/19T15<br>&nbsp;</p>', '2023-10-26 15:23:32', '2024-02-04 06:10:53'),
(1182, 27, 23, 18, 39, '4.10.08.11', '1', 21231.25, 21231.25, 21231.25, 21231.25, '<p>Anchorage Type: 27K15/27T15<br>&nbsp;</p>', '2023-10-26 15:24:26', '2024-02-04 06:10:53'),
(1183, 27, 23, 18, 39, '4.10.08.12', '1', 24126.42, 24126.42, 24126.42, 24126.42, '<p>Anchorage Type: 37K15/37T15</p>', '2023-10-26 15:25:16', '2024-02-04 06:10:53'),
(1184, 27, 23, 7, 39, '4.10.09', '1', 139697.03, 139697.03, 139697.03, 139697.03, '<p>TF_Ancr: Conducting test of Prestressing Anchorage System as per BS 4447:1973 (Specification for the performance of prestressing anchorages for post-tensioned construction), PTI (Post-Tensioning Institute) &amp; FIP Recommendations including preparation of platform, placing of anchorage system, preparation of report with observations and recommendations for necessary measures if required. Note: One set of extra anchorage will be required for laboratory test and necessary arrangement. Tests shall be conducted at LGED/ BUET/CUET/KUET/RUET/SUST.</p>', '2023-10-26 15:26:54', '2024-02-04 06:10:53'),
(1185, 27, 23, 21, 39, '4.10.10', '1', 258820.65, 258636.59, 257747.00, 257747.00, '<p>Unbonded Monostrand: Providing and laying of cold-drawn, low relaxation 7-wire coated HT strand conform to ASTM A 416 (Grade 1860, the outer diameter of HDPE sheathing should not be less then 1.27mm) having minimum ultimate tensile strength 1860 MPa of required size as per design including supplying, fabrication, placing in position, support chairs, spacers, joineries of approved quality, properly stage wise tensioning with approved jacks, Blocking with proper pressure, measuring and recording elongation and force, cutting the excess HT strand after satisfactory tensioning &amp; anchorage, providing patch concrete at recess end with epoxy coating, all materials, labors, equipment, tools etc. all complete including leads and lifts as per design, drawing, specification and direction of the E-I-C.</p>', '2023-10-26 15:27:59', '2024-02-04 06:10:53'),
(1186, 27, 23, 18, 39, '4.10.11.01', '1', 1467.52, 1467.52, 1467.52, 1467.52, '<p>MSA: 1K13/ 1T13<br>&nbsp;</p>', '2023-10-26 15:28:46', '2024-02-04 06:10:53'),
(1187, 27, 23, 18, 39, '4.10.11.02', '1', 1914.16, 1914.16, 1914.16, 1914.16, '<p>MSA: 1K15/ 1T15<br>&nbsp;</p>', '2023-10-26 15:29:43', '2024-02-04 06:10:53'),
(1188, 27, 23, 13, 39, '4.10.13', '1', 1062.66, 1061.95, 1053.16, 1053.32, '<p>Dummy Cable Duct: Supplying, fabricating and fixing dummy cable duct including end anchor cone, cost of equipment, labour etc. complete as per drawing, specification and direction of Engineer-in- charge.<br>&nbsp;</p>', '2023-10-26 15:30:35', '2024-02-04 06:10:53'),
(1189, 27, 23, 20, 39, '4.10.14', '1', 54327.72, 54314.92, 52913.79, 53198.62, '<p>Precast - Pretensioned Girders: Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawings and Technical Specifications including cost of all materials &amp; labour, hire charges for machineries, hire charges of Jack and other equipment required for stressing, other tools and plants, centering and shuttering, hire charges for casting yard, casting bed, roads for lifting and launching of the girders including charges for providing cranes, vehicle with trailer for lifting and to support the erection of girder for launching and placement at the required height and position including all charges for arrangement for movement of cranes, trailers of required number and capacity complete in all respect.<br>[Using Batching Plant, Transit Mixer, Concrete Pump, bulk rate of Cement, non-prestressing and prestressing reinforcement]</p>', '2023-10-26 15:31:53', '2024-02-04 06:10:53'),
(1190, 27, 24, 11, 39, '4.11.01.01.01', '1', 113.81, 113.66, 113.02, 113.02, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 16:36:52', '2024-02-04 06:10:53'),
(1191, 27, 24, 11, 39, '4.11.01.01.02', '1', 110.00, 110.00, 109.00, 109.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 16:37:43', '2024-02-04 06:10:53'),
(1192, 27, 24, 11, 39, '4.11.01.02.01', '1', 123.73, 123.57, 122.93, 122.93, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 16:38:47', '2024-02-04 06:10:53'),
(1193, 27, 24, 11, 39, '4.11.01.02.02', '1', 121.00, 121.00, 120.00, 120.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 16:50:53', '2024-02-04 06:10:53'),
(1194, 27, 24, 11, 39, '4.11.01.03.01', '1', 123.73, 123.57, 122.93, 122.93, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 17:45:20', '2024-02-04 06:10:53'),
(1195, 27, 24, 11, 39, '4.11.01.03.02', '1', 121.00, 121.00, 120.00, 120.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 17:46:25', '2024-02-04 06:10:53'),
(1196, 27, 24, 11, 39, '4.11.01.04.01', '1', 121.25, 121.10, 120.45, 120.45, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 17:47:39', '2024-02-04 06:10:53'),
(1197, 27, 24, 11, 39, '4.11.01.04.02', '1', 118.00, 118.00, 118.00, 118.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 17:48:27', '2024-02-04 06:10:53'),
(1198, 27, 24, 11, 39, '4.11.01.05.01', '1', 121.25, 121.10, 120.45, 120.45, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 17:49:27', '2024-02-04 06:10:53'),
(1199, 27, 24, 11, 39, '4.11.01.05.02', '1', 118.77, 118.00, 118.00, 118.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 17:50:23', '2024-02-04 06:10:53'),
(1200, 27, 24, 11, 39, '4.11.01.06.01', '1', 121.25, 121.10, 120.45, 120.45, '<p>Using retail rate of reinforcing bar<br>&nbsp;</p>', '2023-10-26 17:51:29', '2024-02-04 06:10:53'),
(1201, 27, 24, 11, 39, '4.11.01.06.02', '1', 118.77, 118.00, 118.00, 118.00, '<p>Using bulk rate of reinforcing bar</p>', '2023-10-26 17:52:16', '2024-02-04 06:10:53'),
(1202, 27, 24, 11, 39, '4.11.02.01', '1', 12.88, 12.88, 12.88, 12.88, '<p>For Re-bar diameter: 8mm to 12mm<br>&nbsp;</p>', '2023-10-26 17:53:12', '2024-02-04 06:10:53'),
(1203, 27, 24, 11, 39, '4.11.02.02', '1', 10.95, 10.95, 10.95, 10.95, '<p>For Re-bar diameter: 16mm to 50mm<br>&nbsp;</p>', '2023-10-26 17:53:58', '2024-02-04 06:10:53'),
(1204, 27, 24, 11, 39, '4.11.03', '1', 279.42, 279.27, 278.63, 278.63, '<p>Supplying and fabrication of High Yield strength (500 MPa, Galvanized wire rope) of required size and length for all types of Arch Bridge work including cutting, fitting, securing and placing ther in position, etc. including cost of all materials, labour, local handling. laboratory test, incidentals charge to complete the work as per specifications, drawings and direction of the Engineer. Laboratory test for physical property, strength, to be performed as per ASTM</p>', '2023-10-26 17:54:59', '2024-02-04 06:10:53'),
(1205, 27, 24, 7, 39, '4.11.04.01', '1', 312.18, 310.95, 307.27, 307.27, '<p>For 25mm diameter rebar Coupler<br>&nbsp;</p>', '2023-10-26 17:56:42', '2024-02-04 06:10:53'),
(1206, 27, 24, 7, 39, '4.11.04.02', '1', 422.32, 421.09, 417.41, 417.41, '<p>For 32mm diameter rebar Coupler<br>&nbsp;</p>', '2023-10-26 17:57:43', '2024-02-04 06:10:53'),
(1207, 27, 24, 7, 39, '4.11.04.03', '1', 642.59, 641.37, 637.69, 637.69, '<p>For 40mm diameter rebar Coupler<br>&nbsp;</p>', '2023-10-26 17:59:03', '2024-02-04 06:10:53'),
(1208, 27, 24, 7, 39, '4.11.04.04', '1', 698.91, 697.69, 694.01, 694.01, '<p>For 50mm diameter rebar Coupler<br>&nbsp;</p>', '2023-10-26 18:00:05', '2024-02-04 06:10:53'),
(1209, 27, 24, 11, 39, '4.11.05', '1', 168.35, 168.35, 168.35, 168.35, '<p>Providing nosing with MS angles of different sizes. including cost of all materials, welding, carrying, etc. all complete as per design, drawing and direction of the E-I-C.</p>', '2023-10-26 18:00:45', '2024-02-04 06:10:53'),
(1210, 27, 24, 11, 39, '4.11.06.01', '1', 188.32, 188.38, 188.04, 188.04, '<p>Providing expansion joints between the breast walls (abutment top wall) and girders or in between the girders with steel sheet and filling the gap with sand and bitumen (80/100) as per design, drawing and direction of the E-I-C.<br>&nbsp;</p>', '2023-10-26 18:01:44', '2024-02-04 06:10:53'),
(1211, 27, 24, 13, 39, '4.11.06.02', '1', 43445.71, 43444.10, 43438.73, 43438.73, '<p>Strip Seal Expansion Joint: Providing and laying of Strip Seal type bridge deck expansion joint catering to maximum horizontal movement up to 80 mm including cost of all materials (edge beams, Strip seal, anchorage, angle, bar, plate etc.), fixtures, welding, preparing surface for receiving joints, installation in proper position, labour charges, testing of all materials in approved laboratory, handling, tools, equipment, all leads and lifts etc. all complete as per approved drawing, specification and direction of the E-I-C. The Installation shall be done by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer\'s instruction for installation.<br>[The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC Deck.]</p>', '2023-10-26 18:02:59', '2024-02-04 06:10:53'),
(1212, 27, 24, 13, 39, '4.11.06.03.01', '1', 213959.37, 213957.44, 213951.59, 213951.59, '<p>Modular Strip Expansion: beyond 80 mm and up to 160 mm<br>&nbsp;</p>', '2023-10-26 18:04:16', '2024-02-04 06:10:53'),
(1213, 27, 24, 13, 39, '4.11.06.03.02', '1', 219629.14, 319626.72, 319619.37, 319619.37, '<p>Modular Strip Expansion: beyond 160 mm and up to 240 mm</p>', '2023-10-26 18:05:28', '2024-02-04 06:10:53'),
(1214, 27, 24, 13, 39, '4.11.06.04.01', '1', 192056.94, 192055.00, 192049.15, 192049.15, '<p>EJ-F_100: Finger Joint: Up to 100mm, Without Elastic Seal<br>&nbsp;</p>', '2023-10-26 18:58:35', '2024-02-04 06:10:53'),
(1215, 27, 24, 13, 39, '4.11.06.04.02', '1', 366010.76, 366008.35, 366000.99, 366000.99, '<p>EJ-F_100E: Finger Joint: Up to 100mm, With Elastic Seal<br>&nbsp;</p>', '2023-10-26 19:00:39', '2024-02-04 06:10:53'),
(1216, 27, 24, 13, 39, '4.11.06.04.03', '1', 297703.96, 297702.03, 297696.18, 297696.18, '<p>EJ-F_200: Finger Joint: 100mm to 200mm, Without Elastic Seal<br>&nbsp;</p>', '2023-10-26 19:02:21', '2024-02-04 06:10:53'),
(1217, 27, 24, 13, 39, '4.11.06.04.04', '1', 595342.11, 595393.70, 595332.34, 595332.34, '<p>EJ-F 200E: Finger Joint: 100mm to 200mm, With Elastic Seal<br>&nbsp;</p>', '2023-10-26 19:04:49', '2024-02-04 06:10:53'),
(1218, 27, 24, 13, 39, '4.11.06.04.05', '1', 605626.39, 605624.46, 605618.61, 605618.61, '<p>EJ-F_300: Finger Joint: 200mm to 300mm, Without Elastic Seal<br>&nbsp;</p>', '2023-10-26 19:06:22', '2024-02-04 06:10:53'),
(1219, 27, 24, 14, 39, '4.11.06.04.06', '1', 1190572.92, 1190570.51, 1190563.15, 1190563.15, '<p>EJ-F_300E: Finger Joint: 200mm to 300mm, With Elastic Seal</p>', '2023-10-26 19:07:42', '2024-02-04 06:10:53'),
(1220, 27, 24, 11, 39, '4.11.07.01.01', '1', 369.83, 362.22, 350.81, 350.81, '<p>Each set up to 150 mm diameter<br>&nbsp;</p>', '2023-10-26 19:08:55', '2024-02-04 06:10:53'),
(1221, 27, 24, 11, 39, '4.11.07.01.02', '1', 598.67, 583.94, 561.86, 561.86, '<p>Each set beyond 150 mm diameter</p>', '2023-10-26 19:09:59', '2024-02-04 06:10:53'),
(1222, 27, 24, 11, 39, '4.11.07.02.01', '1', 502.53, 497.62, 492.26, 490.26, '<p>Each set with plate up to 25 mm thick<br>&nbsp;</p>', '2023-10-26 19:11:01', '2024-02-04 06:10:53'),
(1223, 27, 24, 11, 39, '4.11.07.02.02', '1', 536.20, 531.29, 523.93, 523.93, '<p>Each set with plate beyond 25 mm thick</p>', '2023-10-26 19:12:03', '2024-02-04 06:10:53'),
(1224, 27, 24, 11, 39, '4.11.07.03.01', '1', 317.35, 312.44, 305.08, 305.08, '<p>Each set with plate up to 25 mm thick<br>&nbsp;</p>', '2023-10-26 19:12:56', '2024-02-04 06:10:53'),
(1225, 27, 24, 11, 39, '4.11.07.03.02', '1', 317.35, 312.44, 305.08, 305.08, '<p>Each set with plate beyond 25 mm thick<br>&nbsp;</p>', '2023-10-26 19:14:00', '2024-02-04 06:10:53'),
(1226, 27, 24, 11, 39, '4.11.07.04', '1', 314.82, 309.91, 302.55, 302.55, '<p>Hinge plate bearing with lead sheets including fitting &amp; fixing</p>', '2023-10-26 19:15:17', '2024-02-04 06:10:53'),
(1227, 27, 24, 38, 39, '4.11.08', '1', 3.04, 3.04, 3.01, 3.01, '<p>SLEB: Supplying, fitting and fixing steel-laminated Elastomeric/ Neoprene bearings in exact positions as per drawing, specifications and direction of the E-I-C including cost of all materials, labour, carrying etc. The set shall be of 100% virgin Chloroprene Rubber (CR), grades of raw elastomer of proven use in elastomeric bearings, with low crystallization rates and adequate shelf life viz. Neoprene WRT, Neoprene W, Bayprene 110, Bayprene 210, Skyprene B-5, Skyprene B-30, Denka S-40V and Denka M-40, shall be used. No reclaimed rubber or Vulcanized wastes or natural rubber shall be used. Use of synthetic rubber-like materials such as Ethyl Propylene Dimonomer (EPDM), Isobutane Isoprene Copolymer (IIR) and Chloro-Isoprene Copolymer (CIIR) shall not be permitted. Laboratory test to be performed from BUET, Dhaka for Elastomer hardness limits determined in accordance with ASTM D 2240 shall be 60 ± 5 duro, minimum tensile strength determined in accordance with ASTM D 412 shall be 17 MPa, ultimate elongation determined in accordance with ASTM D 412 shall be minimum 400%, compression set value after 22 hours at 100 degree centigrade determined in accordance with ASTM D 395 Method B shall be maximum 35%, Elastomeric content determined in accordance with ASTM D 297 shall not be less than 60%, Ash content determined in accordance with ASTM D 297 shall not exceed 5%, Shear modulus of elastomeric bearing determined in accordance with ASTM D 4014 shall neither be less than 0.8 MPa nor greater than 1.2 MPa, the adhesion strength of elastomer to steel plates (Peel Strength) determined in accordance with ASTM D 429 Method B shall not be less than 7kN/m. One set of Elastomeric Bearing must be taken as extra for laboratory test.</p>', '2023-10-26 19:18:12', '2024-02-04 06:10:53'),
(1228, 27, 24, 7, 39, '4.11.09', '1', 39228.05, 39228.05, 39228.05, 39228.05, '<p>TF_Neo_Pad: Test fee for steel-laminated Elastomeric/ Neoprene bearings confirming to 100% virgin Chloroprene Rubber (CR), grades of raw elastomer of proven use in elastomeric bearings, with low crystallization rates and adequate shelf life viz. Neoprene WRT, Neoprene W, Bayprene 110, Bayprene 210, Skyprene B-5, Skyprene B 30, Denka S-40V and Denka M-40, shall be used. No reclaimed rubber or Vulcanized wastes or natural rubber shall be used. Use of synthetic rubber-like materials such as Ethyl Propylene Dimonomer (EPDM), Isobutane Isoprene Copolymer (IIR) and Chloro-Isoprene Copolymer (CIIR) shall not be permitted. Laboratory test to be performed from BUET, Dhaka for Elastomer hardness limits determined in accordance with ASTM D 2240 shall be 60 ± 5 duro, minimum tensile strength determined in accordance with ASTM D 412 shall be 17 MPa, ultimate elongation determined in accordance with ASTM D 412 shall be minimum 400%, compression set value after 22 hours at 100 degree centigrade determined in accordance with ASTM D 395 Method B shall be maximum 35%, Elastomeric content determined in accordance with ASTM D 297 shall not be less than 60%, Ash content determined in accordance with ASTM D 297 shall not exceed 5%, Shear modulus of elastomeric bearing determined in accordance with ASTM D 4014 shall neither be less than 0.8 MPa nor greater than 1.2 MPa, the adhesion strength of elastomer to steel plates (Peel Strength) determined in accordance with ASTM D 429 Method B shall not be less than 7kN/m. One set of Elastomeric Bearing must be taken as extra for laboratory test but excluding cost of Bearing Pad</p>', '2023-10-26 19:19:25', '2024-02-04 06:10:53'),
(1229, 27, 24, 13, 39, '4.11.10.01', '1', 121.98, 120.63, 117.87, 117.84, '<p>25mm wide<br>&nbsp;</p>', '2023-10-26 19:20:30', '2024-02-04 06:10:53'),
(1230, 27, 24, 13, 39, '4.11.10.02', '1', 97.63, 96.55, 94.34, 94.32, '<p>20mm wide</p>', '2023-10-26 19:21:36', '2024-02-04 06:10:53'),
(1231, 27, 24, 21, 39, '4.11.11.01', '1', 809.34, 809.12, 808.42, 808.42, '<p>PBG: Guided/ Free Type Pot Bearing<br>&nbsp;</p>', '2023-10-26 19:25:38', '2024-02-04 06:10:53'),
(1232, 27, 24, 21, 39, '4.11.11.02', '1', 586.39, 586.25, 585.81, 585.81, '<p>PBF: Fixed Type Pot Bearing<br>&nbsp;</p>', '2023-10-26 19:26:58', '2024-02-04 06:10:53'),
(1233, 27, 24, 21, 39, '4.11.12', '1', 1164.71, 1164.60, 1164.26, 1164.26, '<p>Spherical Bearing: Supplying fitting and fixing in position true to line and level cast steel spherical/ cylindrical type bearing with stainless steel plate with PTFE sliding surface as per AASHTO specification complete with all accessories as per drawing and direction of E-I-C and including cost of all material installation. One set must be taken as extra for laboratory test which to be performed from BUET.</p>', '2023-10-26 19:28:29', '2024-02-04 06:10:53'),
(1234, 27, 24, 21, 39, '4.11.13.01', '1', 36255.00, 3652.06, 36240.27, 36240.27, '<p>STU_50: Up to 50 MT of Horizontal Load<br>&nbsp;</p>', '2023-10-26 19:30:21', '2024-02-04 06:10:53'),
(1235, 27, 24, 21, 39, '4.11.13.02', '1', 26618.00, 26616.74, 26611.69, 26611.69, '<p>STU_50+: Above 50 MT of Horizontal Load<br>&nbsp;</p>', '2023-10-26 19:31:45', '2024-02-04 06:10:53'),
(1236, 27, 24, 21, 39, '4.11.14', '1', 1108.04, 1105.09, 1093.31, 1093.31, '<p>HDRB: Supplying, fitting and fitting High Damping Rubber Bearing for seismic isolation in exact positions as per drawing, specificatons and direction of the E-I-C including cost of all materials, labour, carrying etc. The devices shall be made from natural rubber (NR) providing a high resistance against mechanical wear. The bearings shall consist of alternate layers of elastomeric material and vulcanized reinforcement steel plates and provide a high level of damping of up to 16%. The installation shall be done by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer\'s instruction for installation. One set of HDRB must be taken as extra for laboratory test which must be performed from BUET, Dhaka.<br>&nbsp;</p>', '2023-10-26 19:33:39', '2024-02-04 06:10:53'),
(1237, 27, 24, 21, 39, '4.11.15', '1', 1803.76, 1800.32, 1789.04, 1789.04, '<p>DB: Supplying, fitting and fitting Disc Bearing in exact positions as per drawing, specificatons and direction of the E-I-C including cost of all materials, labour, carrying etc. The upper and lower bearing plates shall be made of carbon steel conforming to ASTM A 709 Gr 250 or Gr 345, stainless steel as per Type 304 of ASTM A 167, polyether-Urethane rotational disc as per AASHTO Specifications and PTFE material as per ASTM D4894/D3294. The installation shall be done by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer\'s instruction for installation. One set of Disc Bearing must be taken as extra for laboratory test which must be performed from BUET, Dhaka.</p>', '2023-10-26 19:34:55', '2024-02-04 06:10:53'),
(1238, 27, 25, 39, 39, '4.12.01.01', '1', 205.00, 205.00, 205.00, 205.00, '<p>Supply and use of water reducing chemical admixture in concrete, complying ASTM C-494 Type-A of approved brand/origin/ manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture is to reduce quantity of mixing water required for normal workability and to maintain low water- cement (W/C) ratio, for improved concrete quality assurance. [PWD 07.19.1]<br>&nbsp;</p>', '2023-10-26 19:38:18', '2024-02-04 06:10:53'),
(1239, 27, 25, 39, 39, '4.12.01.02', '1', 209.00, 209.00, 209.00, 209.00, '<p>Supply and use of retarding chemical admixture in concrete, complying ASTM C-494 Type-B of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture for retarding setting time of concrete, there by reducing shrinkage in concrete specially for concrete laid in thick layers and intended delayed construction for improved construction joints, re-concreting etc.[PWD 07.19.2]</p>', '2023-10-26 19:39:06', '2024-02-04 06:10:53'),
(1240, 27, 25, 39, 39, '4.12.01.03', '1', 147.00, 147.00, 147.00, 147.00, '<p>Supply and use of accelerating chemical admixture in concrete, complying ASTM C-494 Type-C of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. An admixture that is to accelerate the setting time and early strength gain of concrete. [PWD 07.19.3]</p>', '2023-10-26 19:39:46', '2024-02-04 06:10:53'),
(1241, 27, 25, 39, 39, '4.12.01.04', '1', 270.00, 270.00, 270.00, 270.00, '<p>Supply and use of water-reducing and retarding chemical admixture in concrete, complying ASTM C-494 Type - D of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to retard setting time of concrete, specially for layered, thick laid concrete etc.&nbsp;<br>[PWD 07.19.4]</p>', '2023-10-26 19:42:03', '2024-02-04 06:10:53'),
(1242, 27, 25, 39, 39, '4.12.01.05', '1', 233.00, 233.00, 233.00, 233.00, '<p>Supply and use of water-reducing and accelerating chemical admixture in concrete, complying ASTM C-494 Type-E of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to accelerate setting time of concrete, and early strength gain in concrete etc. [PWD 07.19.5]</p>', '2023-10-26 19:55:36', '2024-02-04 06:10:53'),
(1243, 27, 25, 39, 39, '4.12.01.06', '1', 270.00, 270.00, 270.00, 270.00, '<p>Supply and use of water-reducing high range chemical admixture in concrete, complying ASTM C-494 Type - F of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete. [PWD 07.19.6]</p>', '2023-10-26 19:56:52', '2024-02-04 06:10:53'),
(1244, 27, 25, 39, 39, '4.12.01.07', '1', 202.00, 202.00, 202.00, 202.00, '<p>Supply and use of water-reducing high range and retarding chemical admixture in concrete, complying ASTM C-494 Type - G of approved brand/origin/manufacturer and supplied by only manufacturer\'s authorised dealer with certificate of origin. The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete and intend to retard setting time of concrete. [PWD 07.19.7]</p>', '2023-10-26 20:02:28', '2024-02-04 06:10:53'),
(1245, 27, 25, 2, 39, '4.12.02.01', '1', 2282.73, 2272.48, 2269.88, 2267.12, '<p>CGC30: 30 Micron Cold Galvanizing Compound for minimum 8 years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:03:48', '2024-02-04 06:10:53'),
(1246, 27, 25, 2, 39, '4.12.02.02', '1', 3404.14, 3393.89, 3391.29, 3388.53, '<p>CGC40: 40 Micron Cold Galvanizing Compound for minimum 10 years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:04:59', '2024-02-04 06:10:53');
INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(1247, 27, 25, 2, 39, '4.12.02.03', '1', 4189.12, 4178.87, 4176.27, 4173.51, '<p>CGC40PU: 40 Micron Cold Galvanizing Compound including Polyurethane (PU) or Epoxy Polyamide (Duplex System) for minimum 10+ years protection against rust &amp; corrosion.</p>', '2023-10-26 20:06:41', '2024-02-04 06:10:53'),
(1248, 27, 25, 2, 39, '4.12.02.04', '1', 4262.01, 4251.76, 4249.16, 4246.40, '<p>CGC60: 60 Micron Cold Galvanizing Compound for minimum 12 years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:07:52', '2024-02-04 06:10:53'),
(1249, 27, 25, 2, 39, '4.12.02.05', '1', 4435.13, 4424.88, 4422.28, 4419.52, '<p>CGC60PU: 60 Micron Cold Galvanizing Compound including Polyurethane (PU) or Epoxy Polyamide (Duplex System) for minimum 13+ years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:08:49', '2024-02-04 06:10:53'),
(1250, 27, 25, 2, 39, '4.12.02.06', '1', 4737.21, 4726.96, 4724.35, 4721.59, '<p>CGC80: 80 Micron Cold Galvanizing Compound for minimum 15 years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:32:53', '2024-02-04 06:10:53'),
(1251, 27, 25, 2, 39, '4.12.02.07', '1', 5058.21, 5047.96, 5045.36, 5042.60, '<p>CGC80PU: 80 Micron Cold Galvanizing Compound including Polyurethane (PU) or Epoxy Polyamide (Duplex System) for minimum 15+ years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:34:01', '2024-02-04 06:10:53'),
(1252, 27, 25, 2, 39, '4.12.02.08', '1', 6286.85, 6276.60, 6274.00, 6271.24, '<p>CGC80PBW: 80 Micron Cold Galvanizing Compound including Plyvinyl Butyral Wash primer (adhesion) &amp; Copper Epoxy anti-foul 250 Micron (Triplex System) for minimum 15+ years protection against rust &amp; corrosion.</p>', '2023-10-26 20:35:01', '2024-02-04 06:10:53'),
(1253, 27, 25, 2, 39, '4.12.02.09', '1', 5935.71, 5925.46, 5922.86, 5920.10, '<p>CGC100: 100 Micron Cold Galvanizing Compound for minimum 15+ years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:36:07', '2024-02-04 06:10:53'),
(1254, 27, 25, 2, 39, '4.12.02.10', '1', 6121.44, 6111.19, 6108.59, 6105.83, '<p>CGC100PU: 100 Micron Cold Galvanizing Compound including Polyurethane (PU) or Epoxy Polyamide (Duplex System) for minimum 15+ years protection against rust &amp; corrosion.<br>&nbsp;</p>', '2023-10-26 20:37:31', '2024-02-04 06:10:53'),
(1255, 27, 25, 2, 39, '4.12.02.11', '1', 6525.15, 6514.90, 6512.29, 6509.53, '<p>CGC100PBW: 100 Micron Cold Galvanizing Compound including Plyvinyl Butyral Wash primer (adhesion) &amp; Copper Epoxy anti-foul 250 Micron (Triplex System) for minimum 15+ years protection against rust &amp; corrosion.</p>', '2023-10-26 20:38:35', '2024-02-04 06:10:53'),
(1256, 27, 25, 2, 39, '4.12.03', '1', 155.59, 154.36, 152.52, 152.52, '<p>CCC: Supplying and spraying liquid membrane-forming water/resin based concrete curing compounds conforming to ASTM C 309/ AASHTO M 148 on freshly cast concrete or newly exposed concrete surfaces immediately after removal of shuttering or after initial moist curing at a rate of 5.0 m2/L or in accordance with the manufacturer\'s instructions to form a thin continuous firm barrier/ temporary membrane which will retain sufficient moisture for effective curing to take place during the early-hardening period without disturbing the normal setting action of concrete including labour, equipment, other incidental charges etc. all complete as per specification and direction of E-I-C. The curing compound shall exhibit water loss not more than 0.55 Kg/m2 in 72 hours when tested as per ASTM C 156, shall exhibit a daylight reflectance of not less than 60% when tested as per ASTM E 1347 and shall dry to touch in not more than 4 hours.&nbsp;</p><p>[This unit rate includes 10% extra curing compound for overlaps and wastage.]</p>', '2023-10-26 20:39:40', '2024-02-04 06:10:53'),
(1257, 27, 25, 40, 39, '4.12.04.01', '1', 3.07, 3.07, 3.07, 3.07, '<p>CCB-M20/25: Concrete Cover Block with 20/25 mm dear cover facility for Slab, Stair etc. [Concrete Volumn = 0.0022 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:42:19', '2024-02-04 06:10:53'),
(1258, 27, 25, 40, 39, '4.12.04.02', '1', 7.98, 7.98, 7.98, 7.98, '<p>CCB-M35/40: Concrete Cover Block with 35/40 mm clear cover facility for Beam, column, RCC Wall, Girder, Pier etc. [Concrete Volumn = 0.0067 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:43:41', '2024-02-04 06:10:53'),
(1259, 27, 25, 40, 39, '4.12.04.03', '1', 9.82, 9.82, 9.82, 9.82, '<p>CCB-M45/50: Concrete Cover Block with 45/50 mm clear cover facility for Beam, Column, RCC Wall, Girder, Pier etc. [Concrete Volumn = 0.0082 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:44:43', '2024-02-04 06:10:53'),
(1260, 27, 25, 40, 39, '4.12.04.04', '1', 15.95, 15.95, 15.95, 15.95, '<p>CCB-M60/65/75/80: Concrete Cover Block with 60/65/75/80 mm clear cover facility for Sub-structure, footing/ foundation, column, beam etc. [Concrete Volumn = 0.0186 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:45:24', '2024-02-04 06:10:53'),
(1261, 27, 25, 40, 39, '4.12.04.05', '1', 20.25, 20.25, 20.25, 20.25, '<p>CCB-M100/110: Concrete Cover Block with 100/110 mm clear cover facility for top layer of slab reinforcement [Concrete Volumn = 0.0216 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:46:09', '2024-02-04 06:10:53'),
(1262, 27, 25, 40, 39, '4.12.04.06', '1', 13.50, 13.50, 13.50, 13.50, '<p>CCB-C40: Concrete Cover Block with (Circular) 40 mm clear cover facility for Spiral Column, RCC Wall etc. [Concrete Volumn = 0.0155 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:48:28', '2024-02-04 06:10:53'),
(1263, 27, 25, 40, 39, '4.12.04.07', '1', 40.49, 40.49, 40.49, 40.49, '<p>CCB-C75: Concrete Cover Block with (Circular) 75 mm clear cover facility for Piling Work [Concrete Volumn = 0.0507 cum/100 Nos.]<br>&nbsp;</p>', '2023-10-26 20:49:15', '2024-02-04 06:10:53'),
(1264, 27, 25, 40, 39, '4.12.04.08', '1', 13.50, 13.50, 13.50, 13.50, '<p>CCB-L40: Concrete Cover Block with (L-Shape) 40 mm clear cover facility for Beam/ Column Construction [Concrete Volumn = 0.015 cum/100 Nos.]</p>', '2023-10-26 20:50:09', '2024-02-04 06:10:53'),
(1265, 27, 26, 20, 39, '4.13.01', '1', 13751.97, 13681.00, 13396.59, 13457.46, '<p>CWC: Providing and laying wearing course on deck slab of bridge with minimum cement content ralates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 33.5 MPa and satisfying a compressive strength fc = 25 MPa at 28 days on standard cylinders as per standard practice of Code AASHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II/A-L/M/V/W 42.5N, Coarse sand of minimum FM 2.5 and 6mm down well graded crushed stone chips broken from boulders (preferably stone chips from Madhyapara, Dinajpur, LAA value not exceeding 30), including breaking stone boulders into chips, screening through proper sieves, casting, finishing complete to camber and grade, compacting, curing at least for 28 days, etc. including cost and carriage of all materials, labour, water, electricity, other incidental cost etc. all complete as per design, drawing, specification &amp; directionn of E-I-C.</p>', '2023-10-26 20:52:50', '2024-02-04 06:10:53'),
(1266, 27, 26, 13, 39, '4.13.02.01', '1', 855.24, 853.27, 850.33, 850.33, '<p>RWDP40G1: 40mm dia GI pipe of 2.90mm wall thickness conforming to BDS 1031/BS 1387 Light Class<br>&nbsp;</p>', '2023-10-26 20:53:58', '2024-02-04 06:10:53'),
(1267, 27, 26, 13, 39, '4.13.02.02', '1', 931.31, 929.10, 925.79, 925.79, '<p>RWDP50GI: 50mm dia GI pipe of 2.90mm wall thickness conforming to BDS 1031/ BS 1387 Light Class<br>&nbsp;</p>', '2023-10-26 20:55:07', '2024-02-04 06:10:53'),
(1268, 27, 26, 13, 39, '4.13.02.03', '1', 2508.04, 2505.34, 2501.29, 2501.29, '<p>RWDP100GIMC: 100mm dia Gl pipe of 4.05mm wall thickness conforming to BDS 1031/ BS 1387 Medium Class<br>&nbsp;</p>', '2023-10-26 20:56:08', '2024-02-04 06:10:53'),
(1269, 27, 26, 13, 39, '4.13.02.04', '1', 182.83, 181.85, 180.37, 180.37, '<p>RWDP50PVC: 50mm uPVC Pipe of 2.5mm to 3mm wall thickness conforming to BS 3505<br>&nbsp;</p>', '2023-10-26 20:57:05', '2024-02-04 06:10:53'),
(1270, 27, 26, 13, 39, '4.13.02.05', '1', 296.94, 295.84, 294.18, 294.18, '<p>RWDP75PVC: 75mm uPVC Pipe of 2.9mm to 3.4mm wall thickness conforming to BS 3505</p>', '2023-10-26 20:58:04', '2024-02-04 06:10:53'),
(1271, 27, 26, 20, 39, '4.13.03', '1', 3381.76, 3400.92, 3262.14, 3294.78, '<p>BF: Back filling behind abutments, wing walls and retaining walls with selected granular material (50:50 best quality picked brick chips &amp; sand of min. FM 1.00) of minimum 450 mm width, in layers of 150 mm thickness free from dust, impurities etc. including compaction using plate compactor, watering &amp; dressing, supply &amp; cost of all materials, carrying and labour, hire charge of plate compactor and other tools etc. all complete as per direction of the Engineer-In- Charge. Payment to be made for the compacted volume only for a compaction of 90% of the maximum dry density.</p>', '2023-10-26 20:59:21', '2024-02-04 06:10:53'),
(1272, 27, 26, 7, 39, '4.13.04.01', '1', 543.62, 545.71, 530.10, 534.38, '<p>WH50: Using 50mm dia uPVC pipe<br>&nbsp;</p>', '2023-10-26 21:00:53', '2024-02-04 06:10:53'),
(1273, 27, 26, 7, 39, '4.13.04.02', '1', 666.68, 668.72, 652.60, 656.88, '<p>WH75: Using 75mm dia uPVC pipe<br>&nbsp;</p>', '2023-10-26 21:01:52', '2024-02-04 06:10:53'),
(1274, 27, 26, 7, 39, '4.13.04.03', '1', 855.34, 857.31, 840.58, 844.86, '<p>WH100: Using 100mm dia uPVC pipe</p>', '2023-10-26 21:02:54', '2024-02-04 06:10:53'),
(1275, 27, 26, 7, 39, '4.13.05', '1', 6576.29, 6572.64, 6547.25, 6547.25, '<p>DS: Supplying, fitting and fixing in position galvanized drainage spouts for bridge decks made up by minimum 100mm dia. MS pipe sp 4.05mm wall thickness conforming to BDS 1031/ BS 1387 Medium Class, grating formed by 262mm x 262mm top rim of 32mm X28mm ASTM A36 complied MS rectangular bars and 4 nos. 198mm X 12mm X 25mm ASTM A36 complied MS flat bars, square shaped collection pit of 210mm X 210mm made up by 6mm thick ASTM A36 complied MS plate with necessary anchorage and fixing the grating frame by minimum 6 nos. of 10mm dia. bolts and other necessary fittings including all labour, tools, plant, equipment, machinery, leads &amp; lifts, fuel, electric charges etc. complete in all respectas as per drawing, specifications and direction of Engineer-in- Charge. The grating has to carry a spot load of 100 kN. Drainage spouts has to be constructed in such a way so that the gratings can be temporarily fixed to protect against theft. After fabrication, the complete assembly shall be given a hot dipped galvanized coating. [600mm MS Pipe is included in this unit rate, Extra length must be added if necessary]<br>&nbsp;</p>', '2023-10-26 21:05:16', '2024-02-04 06:10:53'),
(1276, 27, 26, 7, 39, '4.13.06', '1', 623.71, 622.70, 616.05, 616.05, '<p>DG: Supplying, fitting and fixing in position galvanized drainage grating for bridge decks made up by 200mm x 150mm outer frame of 25mm x 25mm x 6mm ASTM A 36 complied MS Angles and 4 nos. 25mm x 6mm ASTM A36 complied MS flat bars, grating fitted with 4 nos. BDS ISO 6935-2: 2016 (Grade 400) complied 12mm dia. anchor bar 100mm in length by welding and other necessary fittings including all labour, tools, plant, equipment, machinery, leads &amp; lifts, fuel, electric charges etc. complete in all respect as per drawing, specifications and direction of Engineer-in-Charge. After fabrication, grating shall be given a hot dipped galvanized coating.</p>', '2023-10-26 21:06:16', '2024-02-04 06:10:53'),
(1277, 27, 26, 2, 39, '4.13.07.01', '1', 291.23, 288.76, 285.04, 285.04, '<p>PS_25: 25mm thick cork/ polystyrene sheet<br>&nbsp;</p>', '2023-10-26 21:07:09', '2024-02-04 06:10:53'),
(1278, 27, 26, 2, 39, '4.13.07.02', '1', 278.84, 276.36, 272.65, 272.65, '<p>PS_20: 25mm thick cork/ polystyrene sheet<br>&nbsp;</p>', '2023-10-26 21:08:21', '2024-02-04 06:10:53'),
(1279, 27, 26, 13, 39, '4.13.08', '1', 2427.30, 2426.02, 2419.57, 2419.57, '<p>Providing and fixing 150 mm PVC pipe of 6.6mm to 7.6mm wall thickness conforming to BS 3505 for longitudinal runner pipe/ under drain along soffit of deck slab including cost of all materials, labours, fixing in true line and levels, including bends and fixtures, specials, etc. complete with all leads and lifts etc. as per specification and direction of E-I-C.</p>', '2023-10-26 21:10:51', '2024-02-04 06:10:53'),
(1280, 27, 26, 2, 39, '4.13.09.01', '1', 992.00, 987.91, 969.30, 970.49, '<p>MA_12: 12mm thick mastic asphalt wearing course<br>&nbsp;</p>', '2023-10-26 21:12:10', '2024-02-04 06:10:53'),
(1281, 27, 26, 2, 39, '4.13.09.02', '1', 1376.25, 1372.37, 1347.82, 1350.38, '<p>MA_25: 25mm thick mastic asphalt wearing course<br>&nbsp;</p>', '2023-10-26 21:13:22', '2024-02-04 06:10:53'),
(1282, 27, 26, 2, 39, '4.13.09.03', '1', 2204.30, 2198.12, 2159.24, 2163.26, '<p>MA_40: 40mm thick mastic asphalt wearing course<br>&nbsp;</p>', '2023-10-26 21:15:12', '2024-02-04 06:10:53'),
(1283, 27, 26, 2, 39, '4.13.09.04', '1', 2740.70, 2733.16, 2685.33, 2690.35, '<p>MA_50: 50mm thick mastic asphalt wearing course</p>', '2023-10-26 21:17:04', '2024-02-04 06:10:53'),
(1285, 27, 27, 7, 39, '4.14.01.01', '1', 356.29, 360.61, 327.07, 335.91, '<p>Size: 400 mm x 400mm x 150 mm<br>&nbsp;</p>', '2023-10-31 13:23:27', '2024-02-04 06:10:53'),
(1286, 27, 27, 7, 39, '4.14.01.02', '1', 532.32, 539.60, 488.78, 502.57, '<p>Size: 500 mm x 500 mm x 150 mm<br>&nbsp;</p>', '2023-10-31 13:24:36', '2024-02-04 06:10:53'),
(1287, 27, 27, 7, 39, '4.14.01.03', '1', 726.03, 735.37, 666.56, 684.98, '<p>Size: 500 mm x 500mm x 200 mm<br>&nbsp;</p>', '2023-10-31 13:25:38', '2024-02-04 06:10:53'),
(1288, 27, 27, 20, 39, '4.14.01.04', '1', 14531.01, 14721.13, 13232.57, 13619.08, '<p>Cast-in-Situ Blocks of required sizes as per drawing<br>&nbsp;</p>', '2023-10-31 13:26:51', '2024-02-04 06:10:53'),
(1289, 27, 27, 20, 39, '4.14.02', '1', 1226.90, 1201.26, 1117.58, 1117.58, '<p>Labour charge for protective works in laying Plain Cement Concret (PCC) blocks of different sizes including preparation, watering and ramming of base, packing the residual space between masonry &amp; other structural members like columns, beams, slabs etc., providing opening as directed and finishing neatly around the same, works at all leads and lifts, loading and unloading, transportaiton and all other incidental charges etc. all complete as per drawing, specification &amp; direction of the E-I-C.</p>', '2023-10-31 13:27:58', '2024-02-04 06:10:53'),
(1290, 27, 27, 2, 39, '4.14.03.01', '1', 1182.90, 1178.35, 1145.92, 1145.45, '<p>Single Layer Soling of 1st Class/ picked bricks<br>&nbsp;</p>', '2023-10-31 13:29:51', '2024-02-04 06:10:53'),
(1291, 27, 27, 2, 39, '4.14.03.02', '1', 1767.70, 1761.16, 1703.66, 1703.20, '<p>Double Layer Soling of 1st Class/ picked bricks</p>', '2023-10-31 13:31:02', '2024-02-04 06:10:53'),
(1292, 27, 27, 2, 39, '4.14.04.01', '1', 747.26, 743.16, 719.54, 719.54, '<p>Single layer of Gunny Bagged Riprap<br>&nbsp;</p>', '2023-10-31 13:33:19', '2024-02-04 06:10:53'),
(1293, 27, 27, 2, 39, '4.14.04.02', '1', 1438.08, 1430.98, 1388.77, 1388.77, '<p>Two layers of Gunny Bagged Riprap</p>', '2023-10-31 13:34:28', '2024-02-04 06:10:53'),
(1294, 27, 27, 13, 39, '4.14.05.01', '1', 334.98, 334.73, 326.39, 326.39, '<p>Bullah piles of 150mm to 200mm diameter<br>&nbsp;</p>', '2023-10-31 13:35:26', '2024-02-04 06:10:53'),
(1295, 27, 27, 13, 39, '4.14.05.02', '1', 588.97, 588.73, 587.75, 587.75, '<p>Bullah piles of 200mm to 250mm diameter</p>', '2023-10-31 13:36:28', '2024-02-04 06:10:53'),
(1296, 27, 27, 13, 39, '4.14.06.01.01', '1', 306.14, 300.74, 280.38, 280.38, '<p>For driving from ground with staging<br>&nbsp;</p>', '2023-10-31 13:38:11', '2024-02-04 06:10:53'),
(1297, 27, 27, 13, 39, '4.14.06.01.02', '1', 318.39, 312.77, 291.59, 291.59, '<p>For driving from pontoon or boats with staging<br>&nbsp;</p>', '2023-10-31 13:39:11', '2024-02-04 06:10:53'),
(1298, 27, 27, 13, 39, '4.14.06.01.03', '1', 327.57, 321.80, 300.00, 300.00, '<p>For driving from pontoon or boats with heavy staging</p>', '2023-10-31 13:40:02', '2024-02-04 06:10:53'),
(1299, 27, 27, 13, 39, '4.14.06.02.01', '1', 448.48, 440.38, 409.83, 409.83, '<p>For driving from ground with staging<br>&nbsp;</p>', '2023-10-31 13:41:16', '2024-02-04 06:10:53'),
(1300, 27, 27, 13, 39, '4.14.06.02.02', '1', 466.42, 458.00, 426.22, 426.22, '<p>For driving from pontoon or boats with staging<br>&nbsp;</p>', '2023-10-31 13:42:17', '2024-02-04 06:10:53'),
(1301, 27, 27, 13, 39, '4.14.06.02.03', '1', 479.87, 471.21, 438.51, 438.51, '<p>For driving from pontoon or boats with heavy staging</p>', '2023-10-31 13:43:26', '2024-02-04 06:10:53'),
(1302, 27, 27, 13, 39, '4.14.07', '1', 30121.54, 29966.93, 29509.56, 29509.56, '<p>Providing &amp; Installition of 100mm x 200mm x 8mm steel joist or any other required steel sections of 7.62m length @ 200mm c/c for Shore protection work during excavation in foundation trenches to protect the adjacent property including rent, conveyance, labour, material for cutting to required size &amp; for driving the same upto required depth including cost of all fittings etc. complete as per direction of the E-I-C. The contractor will remove the joists after completing the work without any extra payment &amp; the contractor will be the owner of these joists.&nbsp;</p><p>Note: Measurement shall be based on lengths of protection work in horizontal direction.</p>', '2023-10-31 13:45:16', '2024-02-04 06:10:53'),
(1303, 27, 27, 4, 39, '4.14.08.01', '1', 246.20, 245.43, 242.43, 242.43, '<p>Geo-Textile Bag: Empty Size: 800mm x 650mm, Fill Volumn: 0.0520 cum &amp; Weight: 80 Kg<br>Geo-Textile Grade: Grade-III-DF-40-2.3mm thick</p>', '2023-10-31 13:46:24', '2024-02-04 06:10:53'),
(1304, 27, 27, 4, 39, '4.14.08.02', '1', 294.30, 293.40, 289.84, 289.84, '<p>Geo-Textile Bag: Empty Bag Size: 900mm x 700mm, Fill Volumn: 0.0730 cum &amp; Weight: 110 Kg<br>Geo-Textile Grade: Grade-III-DF-40-2.3mm thick</p>', '2023-10-31 13:47:29', '2024-02-04 06:10:53'),
(1305, 27, 27, 4, 39, '4.14.08.03', '1', 330.86, 329.83, 325.74, 325.74, '<p>Geo-Textile Bag: Empty Bag Size: 950mm x 750mm, Fill Volumn: 0.0840 cum &amp; Weight: 125 Kg<br>Geo-Textile Grade: Grade-III-DF-40-2.3mm thick</p>', '2023-10-31 13:48:30', '2024-02-04 06:10:53'),
(1306, 27, 27, 4, 39, '4.14.08.04', '1', 411.67, 410.51, 405.86, 405.86, '<p>Geo-Textile Bag: Empty Bag Size: 1075mm x 850mm, Fill Volumn: 0.1164 cum &amp; Weight: 175 Kg<br>Geo-Textile Grade: Grade-V-DF-60-3.0mm thick</p>', '2023-10-31 13:49:34', '2024-02-04 06:10:53'),
(1307, 27, 27, 4, 39, '4.14.08.05', '1', 426.85, 425.56, 420.39, 420.39, '<p>Geo-Textile Bag: Empty Bag Size: 1100mm x 850mm, Fill Volumn: 0.1333 cum &amp; Weight: 200 Kg<br>Geo-Textile Grade: Grade-V-DF-60-3.0mm thick</p>', '2023-10-31 13:50:40', '2024-02-04 06:10:53'),
(1308, 27, 27, 4, 39, '4.14.08.06', '1', 584.71, 583.29, 577.61, 577.61, '<p>Geo-Textile Bag: Empty Bag Size: 1300mm x 1050mm, Fill Volumn: 0.1664 cum &amp; Weight: 250 Kg<br>Geo-Textile Grade: Grade-V-DF-60-3.0mm thick</p>', '2023-10-31 13:51:41', '2024-02-04 06:10:53'),
(1309, 27, 27, 20, 39, '4.14.09', '1', 15894.76, 16264.34, 13940.99, 14610.95, '<p>Providing, preparing and laying of geogrid crated apron 1 m x 5m, 600 mm thick including excavation and backfilling with baffles at 1 m interval, made with geogrids having, joining sides with connectors/ring staples, top comers to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per approved design and direction of E-I-C</p>', '2023-10-31 13:53:55', '2024-02-04 06:10:53'),
(1310, 27, 27, 13, 39, '4.14.10.01', '1', 2575.16, 2563.86, 2518.66, 2518.66, '<p>Single bamboo spur: dia. = 75mm, Length = 6.0m to 7.5m</p>', '2023-10-31 13:54:58', '2024-02-04 06:10:53'),
(1311, 27, 27, 13, 39, '4.14.10.02', '1', 2472.14, 2459.26, 2407.72, 2407.72, '<p>Double row bamboo spur. dia. = 75mm, Length = 3.0m to 4.5m<br>&nbsp;</p>', '2023-10-31 13:56:12', '2024-02-04 06:10:53'),
(1312, 27, 27, 13, 39, '4.14.10.03', '1', 4094.45, 4070.49, 3974.63, 3974.63, '<p>Double row bamboo spur. dia. = 75mm, Length = 4.5m to 6.0m<br>&nbsp;</p>', '2023-10-31 13:57:22', '2024-02-04 06:10:53'),
(1313, 27, 27, 13, 39, '4.14.10.04', '1', 6279.03, 6252.84, 6148.06, 6148.06, '<p>Double row bamboo spur. dia. = 100mm, Length = 7.5m to 11.0m<br>&nbsp;</p>', '2023-10-31 14:04:50', '2024-02-04 06:10:53'),
(1314, 27, 27, 13, 39, '4.14.11', '1', 917.33, 904.44, 866.43, 866.43, '<p>Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed including excavation and backfilling.</p>', '2023-10-31 14:05:56', '2024-02-04 06:10:53'),
(1315, 27, 27, 2, 39, '4.14.12.01', '1', 181.69, 181.15, 179.67, 179.67, '<p>JGT_RRC-1: Applicable for Strengthening subgrade of Village Roads. This type of JGT shall have the following requirements. Ends x. Picks /dm&nbsp;≥ 85 x 32, Width (m) ≥ 1, Mass per unit area (gsm) =627±10%, Thickness under 2 kPa pressure (mm) = 2.0 ± 10%, AOS (095) (µm) ≤ 450, Vertical Permeability (m/sec) ≥ 3.0 x10-3, Horizontal Permeability (m/sec) ≥ 7.0 x 10-3 , Grab Tensile Strength (N) MD x CD x 850 x 200 Grab Tensile Elongation (%) MD x CD S 30 x 35, CBR Puncture Resistance (N) ≥ 2000, Wide Width Tensile Strength (kN/m MD x CD ≥ 20 x 10 , Wide Width Elongation (%) MD x CD ≤12 x 10.</p>', '2023-10-31 14:06:56', '2024-02-04 06:10:53'),
(1316, 27, 27, 2, 39, '4.14.12.02', '1', 210.55, 210.01, 208.53, 508.53, '<p>JGT_RRC-2: Applicable for Strengthening subgrade of Union or Higher Roads. This type of JGT shall have the following requirements.<br>Ends x Picks /dm&nbsp;≥ 94 x 39, Width (m) ≥ 1, Mass per unit area (gsm) = 724 ± 10%, Thickness under 2 kPa pressure (mm)=2.0 ± 10%, AOS (095) (μm) ≤ 300, Vertical Permeability (m/sec) ≥ 2.0 x 10-3, Horizontal Permeability (m/sec) ≥ 6.0 x10-3, Grab Tensile Strength (N)MD x CD ≥ 925 x 425, Grab Tensile Elongation (%) MD x CD S 35 x 40, CBR Puncture Resistance (N) ≥ 2150 , Wide Width Tensile Strength (kN/m) MD x CD ≥ 25 x 10 , Wide Width Elongation (%) MD x CD ≤ 15 x 12.</p>', '2023-10-31 14:07:59', '2024-02-04 06:10:53'),
(1317, 27, 27, 2, 39, '4.14.13.01', '1', 245.83, 245.29, 243.80, 243.80, '<p>JGT_RBP-1: Applicable for mild to moderate River Bank Protection work. This type of treated JGT shall have the following requirements. Ends x Picks /dm&nbsp;≥ 85 x 32, Width (m) ≥ 1, Mass per unit area (gsm) =627±15% , Thickness under 2 kPa pressure (mm)=2.0 ± 20% AOS (095) (μm) ≤ 150, Vertical Permeability (m/sec) ≥ 1.0 x10-3, Horizontal Permeability (m/sec) ≥ 6.0 x 10-3 , Grab Tensile Strength (N) MD x CD ≥ 950 x 230, Grab Tensile Elongation (%) MD x CD ≤ 35 x 45 CBR Puncture Resistance (N) ≥ 2500 , Wide Width Tensile Strength (KN/m) MD x CD ≥ 20 x 10 , Wide Width Elongation (%) MD x CD ≤ 12 x 10.</p>', '2023-10-31 14:08:52', '2024-02-04 06:10:53'),
(1318, 27, 27, 2, 39, '4.14.14.01', '1', 69.45, 68.91, 67.42, 67.42, '<p>JGT_HSM-1: Applicable for Moderate slope (≤35 degree) &amp; annual rainfalls 2000mm. This type of JGT shall have the following requirements.<br>Ends x Picks /dm&nbsp;≥ 6.5 x 4.5, Width (m) = 1.22, Mass per unit area (asm)=500 ± 10% , Thickness under 2 kPa pressure (mm)=4.5 ± 10%, Water Holding Capacity (% by weight) ≥ 400, Wide Width Tensile Strength (kN/m) MD 7 x CD ≤ 6.5 x 6.0 Wide Width Elongation (%) MD x CD ≤ 14.0 x 14.0.</p>', '2023-10-31 14:11:29', '2024-02-04 06:10:53'),
(1319, 27, 27, 2, 39, '4.14.14.02', '1', 74.26, 73.72, 72.23, 72.23, 'JGT_HSM-2: Applicable for Moderate slope (≤35 degree) & annual rainfall ≥ 2000mm and steep stope (>35 degree to ≤ 45 degree) & annual rainfall ≤ 2000mm. This type of JGT shall have the following requirements.\r\nEnds x Picks /dm ≥ 8 x 7, Width (m) = 1.22, Mass per unit area (gsm) =600 ± 10% Thickness under 2 kPa pressure (mm)=5.5 ± 10\\% , Water Holding Capacity (% by weight) ≥ 400, Wide Width Tensile Strength (kN/m) MD x CD ≥ 12.0 x 6.0 Wide Width Elongation (%) MD x CD ≤ 14.0 x 14.0.', '2023-10-31 14:12:32', '2024-02-04 06:10:53'),
(1320, 27, 27, 2, 39, '4.14.14.03', '1', 79.07, 78.53, 77.04, 77.04, 'JGT_HSM-3: Applicable for steep stope (>35 degree to ≤ 45 degree) & annual rainfall > 2000mm. This type of JGT shall have the following requirements.\r\nEnds x Picks /dm ≥ 8 x 8, Width (m) = 1.22, Mass per unit area (gsm) = 700±10%, Thickness under 2 kPa pressure (mm)=5.5 ± 10% Water Holding Capacity (% by weight) ≥ 400, Wide Width Tensile Strength (kN/m )MD x CD ≥ 14.0 x 7.C , Wide Width Elongation (%) MD x CD ≤ \r\n 14.0 x 14.0.', '2023-10-31 14:13:24', '2024-02-04 06:10:53'),
(1321, 27, 27, 13, 39, '4.14.15.01.01', '1', 1842.38, 1842.38, 1842.38, 1842.38, '<p>For permanent use, cost of MS pipe is included in this unit rate.<br>&nbsp;</p>', '2023-10-31 14:14:30', '2024-02-04 06:10:53'),
(1322, 27, 27, 13, 39, '4.14.15.01.02', '1', 57.98, 57.98, 57.98, 57.98, '<p>For temporary use, rent of MS pipe is included in this unit rate. (all hiring charge &amp; maintaining the same till the completion of the work.)</p>', '2023-10-31 14:15:19', '2024-02-04 06:10:53'),
(1323, 27, 27, 13, 39, '4.14.15.02.01', '1', 3285.36, 3285.36, 3285.36, 3285.36, '<p>For permanent use, cost of MS pipe is included in this unit rate.<br>&nbsp;</p>', '2023-10-31 14:16:06', '2024-02-04 06:10:53'),
(1324, 27, 27, 13, 39, '4.14.15.02.02', '1', 83.74, 83.74, 83.74, 83.74, '<p>For temporary use, rent of MS pipe is included in this unit rate. (all hiring charge &amp; maintaining the same till the completion of the work.)</p>', '2023-10-31 14:16:46', '2024-02-04 06:10:53'),
(1325, 27, 27, 13, 39, '4.14.15.03.01', '1', 4974.43, 4974.43, 4974.43, 4974.43, '<p>For permanent use, cost of MS pipe is included in this unit rate.<br>&nbsp;</p>', '2023-10-31 14:18:09', '2024-02-04 06:10:53'),
(1326, 27, 27, 13, 39, '4.14.15.03.02', '1', 148.16, 148.16, 148.16, 148.16, '<p>For temporary use, rent of MS pipe is included in this unit rate. (all hiring charge &amp; maintaining the same till the completion of the work.)</p>', '2023-10-31 14:18:50', '2024-02-04 06:10:53'),
(1327, 27, 27, 13, 39, '4.14.15.04.01', '1', 9254.42, 9254.42, 9254.42, 9254.42, '<p>For permanent use, cost of MS pipe is included in this unit rate.<br>&nbsp;</p>', '2023-10-31 14:19:30', '2024-02-04 06:10:53'),
(1328, 27, 27, 13, 39, '4.14.15.04.02', '1', 541.12, 541.12, 541.12, 541.12, '<p>For temporary use, rent of MS pipe is included in this unit rate. (all hiring charge &amp; maintaining the same till the completion of the work.)</p>', '2023-10-31 14:20:39', '2024-02-04 06:10:53'),
(1329, 27, 27, 11, 39, '4.14.15.05.01', '1', 100.75, 100.75, 100.75, 100.75, '<p>For permanent use, cost of MS angle, Plate, Nut Bolt, Stifinner, I- Beamt etc<br>&nbsp;</p>', '2023-10-31 14:22:41', '2024-02-04 06:10:53'),
(1330, 27, 27, 11, 39, '4.14.15.05.02', '1', 25.40, 25.40, 25.40, 25.40, '<p>For temporary use, rent of MS angle, Plate, Nut Bolt, Stifinner, I- Beam etc is included in this unit rate. (all hiring charge &amp; maintaining the same till the completion of the work.<br>&nbsp;</p>', '2023-10-31 14:23:26', '2024-02-04 06:10:53'),
(1331, 27, 27, 11, 39, '4.14.15.06', '1', 83.74, 83.74, 83.74, 83.74, '<p>Labour cost for fitting, fixing, erection, removing and welding of MS angle, Plate, Nut Bolt, Stifinner, I-Beam of Steel structure etc.</p>', '2023-10-31 14:24:20', '2024-02-04 06:10:53'),
(1332, 27, 27, 20, 39, '4.14.15.07.01', '1', 103317.16, 98830.32, 105247.96, 105247.96, '<p>For permanent use, cost of Wood is included in this unit Rate<br>&nbsp;</p>', '2023-10-31 14:26:02', '2024-02-04 06:10:53'),
(1333, 27, 27, 20, 39, '4.14.15.07.02', '1', 20188.46, 20188.46, 19877.10, 19877.10, '<p>For Temporary use, Rent of Wood is included in this unit Rate (all hiring charge &amp; maintaining the same till the completion of the work.)</p>', '2023-10-31 14:27:51', '2024-02-04 06:10:53'),
(1334, 27, 27, 13, 39, '4.14.15.16', '1', 440.95, 437.08, 424.84, 424.84, '<p>Labour for driving MS steel pipes of any size up to required depth with monkey, power winch etc. including all necessary tools, equipment and accessories and hoisting piles in true &amp; vertical position etc. all complete as per direction of E-I-C.</p>', '2023-10-31 14:28:47', '2024-02-04 06:10:53'),
(1335, 27, 27, 13, 39, '4.14.17', '1', 353.34, 349.47, 337.23, 337.23, '<p>Labour for extraction of MS steel/ micro pipes of any size with monkey, power winch etc. including all necessary tools, equipment and accessories all complete as per direction of E-I-C.</p>', '2023-10-31 14:29:34', '2024-02-04 06:10:53'),
(1336, 27, 27, 13, 39, '4.14.18.01', '1', 67.32, 66.09, 61.20, 61.20, '<p>Bullah</p>', '2023-10-31 14:30:38', '2024-02-04 06:10:53'),
(1337, 27, 27, 13, 39, '4.14.18.02', '1', 17.72, 17.39, 16.10, 16.10, '<p>Cross ties walling pieces</p>', '2023-10-31 14:31:41', '2024-02-04 06:10:53'),
(1338, 27, 27, 13, 39, '4.14.18.03', '1', 14.17, 13.91, 12.88, 12.88, '<p>Old bamboo pieces and struts</p>', '2023-10-31 14:32:36', '2024-02-04 06:10:53'),
(1339, 27, 28, 13, 39, '4.15.01', '1', 7859.53, 7852.71, 7832.95, 7832.95, '<p>Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.10 m below ground/road level, all steel parts and fittings to be galvanised by hot dip process (zinc coated, 550 gsm, minimum single spot), all fittings to conform to AASHTO M 180, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long etc. all complete as per specification &amp; direction of the Engineer in charge.</p>', '2023-10-31 14:35:44', '2024-02-04 06:10:53'),
(1340, 27, 28, 13, 39, '4.15.02', '1', 9938.85, 9932.85, 9914.40, 9914.40, '<p>Providing and erecting a \"Thrie\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal rail, 70 cm above road/ground level, fixed on channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process (zinc coated, 550 gsm, minimum single spot), all fittings to conform to AASHTO M 180, metal rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 546 mm long etc. all complete as per specification &amp; direction of the E-I-C.</p>', '2023-10-31 14:36:36', '2024-02-04 06:10:53'),
(1341, 27, 28, 13, 39, '4.15.03.01', '1', 953.25, 948.65, 941.74, 941.74, '<p>50mm dia. and wall thickness 4mm</p>', '2023-10-31 14:38:05', '2024-02-04 06:10:53'),
(1342, 27, 28, 13, 39, '4.15.03.02', '1', 1454.03, 1449.43, 1442.52, 1442.52, '<p>75mm dia, and wall thickness 4mm<br>&nbsp;</p>', '2023-10-31 14:38:56', '2024-02-04 06:10:53'),
(1343, 27, 28, 13, 39, '4.15.03.03', '1', 2331.35, 2326.75, 2319.85, 2319.85, '<p>100mm dia, and wall thickness 4mm<br>&nbsp;</p>', '2023-10-31 14:40:01', '2024-02-04 06:10:53'),
(1344, 27, 28, 13, 39, '4.15.03.04', '1', 4049.19, 4044.59, 4037.69, 4037.69, '<p>150mm dia. and wall thickness 4mm<br>&nbsp;</p>', '2023-10-31 14:41:12', '2024-02-04 06:10:53'),
(1345, 27, 28, 13, 39, '4.15.03.05', '1', 6059.98, 6055.38, 6048.48, 6048.48, '<p>200mm dia. and wall thickness 6.5mm</p>', '2023-10-31 14:42:26', '2024-02-04 06:10:53'),
(1346, 27, 28, 13, 39, '4.15.04.01', '1', 728.55, 723.95, 717.04, 717.04, '<p>Size: 25mm x 25mm MS box and wall thickness 4mm</p>', '2023-10-31 14:43:41', '2024-02-04 06:10:53'),
(1347, 27, 28, 13, 39, '4.15.04.02', '1', 939.44, 934.84, 927.94, 927.94, '<p>Size: 40mm x 40mm MS box and wall thickness 4mm<br>&nbsp;</p>', '2023-10-31 14:44:40', '2024-02-04 06:10:53'),
(1348, 27, 28, 13, 39, '4.15.04.03', '1', 1605.87, 1601.27, 1594.37, 1594.37, '<p>Size: 50mm x 50mm MS box and wall thickness 6mm<br>&nbsp;</p>', '2023-10-31 14:45:43', '2024-02-04 06:10:53'),
(1349, 27, 28, 13, 39, '4.15.04.04', '1', 1909.56, 1904.96, 1898.06, 1898.06, '<p>Size: 62.5mm x 62.5mm MS box and wall thickness 6mm<br>&nbsp;</p>', '2023-10-31 14:47:12', '2024-02-04 06:10:53'),
(1350, 27, 28, 13, 39, '4.15.04.05', '1', 3039.96, 3035.36, 3028.46, 3028.46, '<p>Size: 75mm x 75mm MS box and wall thickness 8mm<br>&nbsp;</p>', '2023-10-31 14:48:12', '2024-02-04 06:10:53'),
(1351, 27, 28, 13, 39, '4.15.04.06', '1', 3891.98, 3887.38, 3880.47, 3880.47, '<p>Size: 100mm x 100mm MS box and wall thickness 8mm<br>&nbsp;</p>', '2023-10-31 14:49:22', '2024-02-04 06:10:53'),
(1352, 27, 28, 13, 39, '4.15.04.07', '1', 4777.74, 4773014.00, 4766.23, 4766.23, '<p>Size: 125mm x 125mm MS box and wall thickness 8mm<br>&nbsp;</p>', '2023-10-31 14:50:28', '2024-02-04 06:10:53'),
(1353, 27, 28, 13, 39, '4.15.04.08', '1', 5790.03, 5785.43, 5778.53, 5778.53, '<p>Size: 125mm x 125mm MS box and wall thickness 10mm<br>&nbsp;</p>', '2023-10-31 14:51:51', '2024-02-04 06:10:53'),
(1354, 27, 28, 13, 39, '4.15.04.09', '1', 5570.70, 5566.10, 5559.20, 5559.20, '<p>Size: 150mm x 150mm MS box and wall thickness 8mm<br>&nbsp;</p>', '2023-10-31 14:53:06', '2024-02-04 06:10:53'),
(1355, 27, 28, 13, 39, '4.15.04.10', '1', 6802.33, 6797.73, 6790.83, 6790.83, '<p>Size: 150mm x 150mm MS box and wall thickness 10mm</p>', '2023-10-31 14:54:41', '2024-02-04 06:10:53'),
(1356, 27, 28, 2, 39, '4.15.05', '1', 662.15, 664.85, 648.28, 648.28, '<p>Supplying &amp; providing flexible and acrylic type reflectorized traffic painting/coating on rail post, rail bar, wheel guard, Pier column etc. including surface preparation, applying paint, all materials, labour charges, tools, equipment etc. all complete as per specification &amp; direction of the E-I-C.</p>', '2023-10-31 14:55:41', '2024-02-04 06:10:53'),
(1357, 27, 28, 7, 39, '4.15.06', '1', 24972.47, 34965.59, 24939.62, 24939.62, '<p>Lighting on Bridges:<br>Supplying and Installation of mild steel hollow bent light pole of overall length 8.9m having 150mm dia. at bottom &amp; 75mm dia, at top &amp; wall thickness 4mm with base plate 275 x 275x 16mm thick, providing 32mm dia MS/GI pipe for incoming and outgoing cable connection to jucntion box, 20m apart and fitted with pole light fitting, sodium vapour lamp, circuit breaker, bending of steel poles, two coats of silver white aluminium paint over steel pole, steel reducers for changing diameter from 150mm to 75mm, scaffolding, holes at top of the pole for fixing ring type GI braket/ pole light fitting, suitable precautions for ensuring prevention of water ingress etc. all complete in all respect as per design, specification and direction of E-I-C. The cost of pole light fitting, sodium vapour lamp, circuit breaker and cable is not included in this unit rate.<br>Note: Length of pole: 8.9m (Straight portion = 4m of 150mm dia. &amp; bent portion = 4.9m of 75mm dia.)</p>', '2023-10-31 14:56:59', '2024-02-04 06:10:53'),
(1358, 27, 28, 7, 39, '4.15.07.01', '1', 33084.19, 33075.43, 33042.74, 33042.74, '<p>Pole with double arm if fixed in the median Note: Length of pole: 12.9m (Straight portion = 5.0m of 150mm dia. &amp; bent portion on both sides = 7.9m of 75mm dia.)</p>', '2023-10-31 14:58:08', '2024-02-04 06:10:53'),
(1359, 27, 28, 7, 39, '4.15.07.02', '1', 29057.28, 29048.51, 29015.82, 28015.82, '<p>Pole with single arm if fixed on the footpath Note: Length of pole: 9.9m (Straight portion = 5.0m of 150mm dia. &amp; bent portion = 4.9m of 75mm dia.)</p>', '2023-10-31 14:59:01', '2024-02-04 06:10:53'),
(1360, 27, 28, 13, 39, '4.15.08.01', '1', 4652.53, 4644.81, 4543.38, 4563.62, '<p>Pre-cast RCC Railing of 25 MPa concrete</p>', '2023-10-31 14:59:56', '2024-02-04 06:10:53'),
(1361, 27, 28, 13, 39, '4.15.08.02', '1', 4222.53, 4215.65, 4228.53, 4145.61, '<p>Cast-in-Situ RCC Railing of 25 MPa concrete</p>', '2023-10-31 15:00:47', '2024-02-04 06:10:53'),
(1362, 27, 28, 13, 39, '4.15.09.01', '1', 686.37, 681.77, 674.86, 674.86, '<p>25mm dia. and wall thickness 2.00mm<br>&nbsp;</p>', '2023-10-31 15:01:55', '2024-02-04 06:10:53'),
(1363, 27, 28, 13, 39, '4.15.09.02', '1', 1335.93, 1331.32, 1324.42, 1324.42, '<p>38mm dia, and wall thickness 2.5mm<br>&nbsp;</p>', '2023-10-31 15:03:03', '2024-02-04 06:10:53'),
(1364, 27, 28, 13, 39, '4.15.09.03', '1', 1757.72, 1753.11, 1746.21, 1746.21, '<p>50mm dia. and wall thickness 2.50mm<br>&nbsp;</p>', '2023-10-31 15:04:14', '2024-02-04 06:10:53'),
(1365, 27, 28, 13, 39, '4.15.09.04', '1', 2584.43, 2579.82, 2572.92, 2572.92, '<p>62.50mm dia. and wall thickness 3.00mm<br>&nbsp;</p>', '2023-10-31 15:05:19', '2024-02-04 06:10:53'),
(1366, 27, 28, 13, 39, '4.15.09.05', '1', 3006.22, 3001.61, 2994.71, 2994.71, '<p>75mm dia, and wall thickness 3.00mm<br>&nbsp;</p>', '2023-10-31 15:06:26', '2024-02-04 06:10:53'),
(1367, 27, 28, 13, 39, '4.15.09.06', '1', 4271.59, 4266.99, 4260.08, 4260.08, '<p>100mm dia. and wall thickness 3.00mm<br>&nbsp;</p>', '2023-10-31 15:07:29', '2024-02-04 06:10:53'),
(1368, 27, 28, 13, 39, '4.15.09.07', '1', 5536.96, 5532.36, 5525.46, 5525.46, '<p>125mm dia, and wall thickness 3.00mm</p>', '2023-10-31 15:08:41', '2024-02-04 06:10:53'),
(1369, 27, 28, 13, 39, '4.15.10.01', '1', 1099.72, 1095.12, 1088.22, 1088.22, '<p>Size: 25mm x 25mm Stainless Steel box and wall thickness 2.00mm</p>', '2023-10-31 15:09:45', '2024-02-04 06:10:53'),
(1370, 27, 28, 13, 39, '4.15.10.02', '1', 1074.42, 1069.81, 1062.91, 1062.91, '<p>Size: 32mm x 32mm Stainless Steel box and wall thickness 1.50mm</p>', '2023-10-31 15:10:48', '2024-02-04 06:10:53'),
(1371, 27, 28, 13, 39, '4.15.10.03', '1', 1681.79, 1677.19, 1670.29, 1670.29, '<p>Size: 38mm x 38mm Stainless Steel box and wall thickness 2.50mm</p>', '2023-10-31 15:12:24', '2024-02-04 06:10:53'),
(1372, 27, 28, 13, 39, '4.15.10.04', '1', 2078.28, 2073.68, 2066.77, 2066.77, '<p>Size: 50mm x 50mm Stainless Steel box and wall thickness 2.00mm</p>', '2023-10-31 15:20:38', '2024-02-04 06:10:53'),
(1373, 27, 28, 13, 39, '4.15.10.05', '1', 2660.35, 2655.75, 2648.84, 2648.84, '<p>Size: 62.5mm x 62.5mm Stainless Steel box and wall thickness 2.00mm</p>', '2023-10-31 15:22:24', '2024-02-04 06:10:53'),
(1374, 27, 28, 13, 39, '4.15.10.06', '1', 1285.31, 1280.71, 1273.81, 1273.81, '<p>Size: 50mm x 25mm Stainless Steel box and wall thickness 1.50mm</p>', '2023-10-31 15:23:36', '2024-02-04 06:10:53'),
(1375, 27, 28, 13, 39, '4.15.10.07', '1', 1673.36, 1668.76, 1661.85, 1661.85, '<p>Size: 75mm x 25mm Stainless Steel box and wall thickness 1.50mm</p>', '2023-10-31 15:24:36', '2024-02-04 06:10:53'),
(1376, 27, 28, 13, 39, '4.15.10.08', '1', 2508.50, 2503.90, 2497.00, 2497.00, '<p>Size: 75mm x 50mm Stainless Steel box and wall thickness 2.00mm</p>', '2023-10-31 15:28:57', '2024-02-04 06:10:53'),
(1377, 27, 28, 13, 39, '4.15.10.09', '1', 3115.88, 3111.28, 3104.38, 3104.38, '<p>Size: 100mm x 50mm Stainless Steel box and wall thickness 2.00mm</p>', '2023-10-31 15:29:57', '2024-02-04 06:10:53'),
(1378, 27, 28, 2, 39, '4.15.11', '1', 88.28, 87.36, 85.16, 85.16, '<p>Painting on Concrete Surface: Providing and applying 2 coats of water based cement paint of approved quality to unplastered concrete surface after cleaning, washing, brushing and sand/grit blasting the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm including cost of all materials, labour, transportation, scaffolding etc. complete as per specifications and direction of the E-I-C. Paint shall be got approved from the E-I-C and tested from approved laboratory.</p>', '2023-10-31 15:30:52', '2024-02-04 06:10:53'),
(1379, 27, 28, 13, 39, '4.15.12.01', '1', 3755.60, 3742.48, 3707.81, 3707.81, '<p>MSR100MC: 100mm dia MS pipe of 4.50mm wall thickness conforming to BDS 1031/ BS 1387 Medium Class specifications.</p>', '2023-10-31 15:32:31', '2024-02-04 06:10:53'),
(1380, 27, 28, 7, 39, '4.15.14', '1', 1128.34, 1126.76, 1124.39, 1124.39, '<p>RS: Supplying, fitting and fixing of Reflecting Studs of minimum 115mm x 81mm x17mm of approved brand and colour, including cleaning and washing the railing surface, drilling to accept concrete nail, application of epoxy adhesive/ putty and necessary scaffolding, etc. including carriage and fixing, etc. all complete in all respect as per approved drawing, specification and direction of Engineer-in- charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-31 15:33:55', '2024-02-04 06:10:53'),
(1381, 27, 28, 7, 39, '4.15.15', '1', 516.50, 515.72, 513.28, 513.28, '<p>FMM: Supply and fixing of Flexible Median Markers (FMM) made of tough high impact resistance injection moulded thermoplastic body of standard size and thickness with fluorocent yellow colour type XI retroreflective sheeting fixed on both sides, fixed with epoxy adhesive and grouting to the surface complete in all respect as per national accrediation institution and the direction of the E-I-C.</p>', '2023-10-31 15:35:02', '2024-02-04 06:10:53'),
(1382, 27, 28, 11, 39, '4.15.16', '1', 189.68, 189.64, 189.47, 189.47, '<p>Bollard: Supplying, fitting and fitting Bollard in exact positions as per drawing, specificatons and direction of the E-I-C including cost of all materials, labour, carrying etc.</p><p>[This fender shall be selected as per instruction given in the drawing &amp; after getting approval from Design unit, LGED.]</p>', '2023-10-31 15:35:54', '2024-02-04 06:10:53'),
(1383, 27, 28, 7, 39, '4.15.17.01', '1', 73186.47, 73177.04, 73147.17, 73147.17, '<p>RF-D: D-Type Rubber Fender of Length = 1000mm, Width = 300mm and Height = 300mm</p>', '2023-10-31 15:37:05', '2024-02-04 06:10:53'),
(1384, 27, 28, 7, 39, '4.15.17.02.01', '1', 486954.03, 486946.49, 486922.59, 486922.59, '<p>RF-Arc-1: Length = 1580mm, Width = 1400mm and Height = 840mm</p>', '2023-10-31 15:38:17', '2024-02-04 06:10:53'),
(1385, 27, 28, 7, 39, '4.15.17.02.02', '1', 361183.76, 361176.22, 361152.32, 361152.32, '<p>RF-Arc-2: Length = 1000mm, Width = 606mm and Height = 400mm</p>', '2023-10-31 15:40:17', '2024-02-04 06:10:53'),
(1386, 27, 28, 7, 39, '4.15.17.03', '1', 94192.27, 94184.72, 94160.83, 94160.83, '<p>RF-Wing: Wing Type Rubber Fender of Length = 1000mm, Width = 600mm and Height = 300mm</p>', '2023-10-31 15:42:24', '2024-02-04 06:10:53'),
(1387, 27, 29, 43, 39, '4.16.01.01', '1', 6368.27, 6294.65, 6036.97, 6039.97, '<p>Span up to 20 m<br>&nbsp;</p>', '2023-10-31 15:50:20', '2024-02-04 06:10:53'),
(1388, 27, 29, 43, 39, '4.16.01.02', '1', 7178.11, 7104.49, 6846.81, 6846.81, '<p>Span beyond 20 m and upto 30 m<br>&nbsp;</p>', '2023-10-31 15:51:36', '2024-02-04 06:10:53'),
(1389, 27, 29, 43, 39, '4.16.01.03', '1', 10417.46, 10343.46, 10086.16, 10086.16, '<p>Span beyond 30 m</p>', '2023-10-31 15:53:23', '2024-02-04 06:10:53'),
(1390, 27, 29, 2, 39, '4.16.02.01', '1', 802.23, 794.87, 768.49, 768.49, '<p>Cement concrete wearing course of avg. 75mm thick<br>&nbsp;</p>', '2023-10-31 15:54:55', '2024-02-04 06:10:53'),
(1391, 27, 29, 2, 39, '4.16.02.02', '1', 734.74, 728.61, 707.14, 707.14, '<p>Bituminous wearing course of avg. 50mm thick asphaltic concrete laid over 12 mm thick mastic asphalt</p>', '2023-10-31 15:55:58', '2024-02-04 06:10:53'),
(1392, 27, 29, 11, 39, '4.16.03.01', '1', 337.51, 330.15, 309.90, 309.90, '<p>Cement Grout<br>&nbsp;</p>', '2023-10-31 15:56:52', '2024-02-04 06:10:53'),
(1393, 27, 29, 11, 39, '4.16.03.02', '1', 348.19, 341.10, 320.49, 320.49, '<p>Cement Mortar (1:1) Grout</p>', '2023-10-31 15:57:46', '2024-02-04 06:10:53'),
(1394, 27, 29, 11, 39, '4.16.04', '1', 1203.71, 1196.35, 1176.11, 1176.11, '<p>Sealing of cracks/porous concrete by injection of epoxy resin through nipples including cleaning the affected surfaces adjacent to cracks or other areas of application from dirt, grease, oil efflorescence or other foreign matter by brushing/water jetting/ sand blasting. Just before use, the two components i.e. resin and hardeer, shall be thoroughly mixed in the ratios specified by the manufacturer. Acids and corrosives shall not be permitted for cleaning. Epoxy adhesive injection shall be performed until crakcs are complely filled. The Contractor shall furnish detailed methodology of construction including source of supply of material, tools, equipment and appliances to be used on work, details of personel and supervision and take approval from Design Unit, LGED.</p>', '2023-10-31 15:59:19', '2024-02-04 06:10:53'),
(1395, 27, 29, 2, 39, '4.16.05', '1', 2092.51, 2083.42, 2063.13, 2063.13, '<p>Shotcrete/ guniting concrete surface with 40mm thick (avg.) cement mortar comprising of cement, graded sand conforming to ASTM C33, coarse aggregate (20 to 40% of total aggregate for thick sections if adequate guniting equptment is available), water and quick setting compound conforming to ASTM C 1141 in the proportion as per guidence of Central Quality Control Laboratory (CQCL), LGED or any approved laboratory instructed by Engineer-in-Charge, water cement ratio ranging from 0.35 to 0.5, density of shotcrete/gunite not&nbsp;<br>less than 2000kg/cum, strength not less than 25 MPa, applied with compressed air under pressure after cleaning removing old guniting/ part of defective concrete, cleaning the surface and exposed reinforcement thoroughly by sand blasting, spraying with epoxy conforming to ASTM C 881 @ 67 kg/sqm including cost of wire mesh fabrics 50mm x 50mm x 10 BWG in first layer of guniting complete as per drawings &amp; direction of E-I-C. Wherever the reinforcement have been corroded, the same shall be removed and replaced by additional reinforcement.</p>', '2023-10-31 16:00:25', '2024-02-04 06:10:53'),
(1396, 27, 29, 2, 39, '4.16.06', '1', 12803.09, 12799.41, 12789.47, 12789.47, '<p>Patching of damaged concrete surface with 25mm thick (avg.) polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the E-I-C. This item is a proprietory item available in market as pre-packed polymer concrete and is required to be applied as per instructions of the manufacturer.</p>', '2023-10-31 16:01:41', '2024-02-04 06:10:53'),
(1397, 27, 29, 2, 39, '4.16.07.01', '1', 5535.04, 5524.73, 5489.95, 5489.95, '<p>Average Thickness = 10mm thick<br>&nbsp;</p>', '2023-10-31 16:02:34', '2024-02-04 06:10:53'),
(1398, 27, 29, 2, 39, '4.16.07.02', '1', 12673.94, 12661.06, 12619.19, 12619.19, '<p>Average Thickness = 25mm thick</p>', '2023-10-31 16:03:52', '2024-02-04 06:10:53'),
(1399, 27, 29, 2, 39, '4.16.08', '1', 1242.04, 1235.66, 1211.73, 1211.73, '<p>EBA: Providing &amp; applying epoxy bonding agent conforming to ASTM C 881/ AASHTO M 235 to exposed old concrete surfaces for bonding of freshly mixed concrete to hardened concrete at the rate of 0.80 Kg/sqm or as per manufacturer\'s recommendation with pot life not less than 60-90 minutes at normal temperature including cost of materials, storage, labour, tools, lead lifts, preparation of surface, cleaning the surface, tackles etc. complete as per manufacturer\'s specification and as directed &amp; instructed by Engineer-In-charge.</p>', '2023-10-31 16:05:33', '2024-02-04 06:10:53'),
(1400, 27, 29, 2, 39, '4.16.09', '1', 950.34, 943.90, 919.74, 919.74, '<p>Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per direction of E-I-C. Thickness of epoxy mortar shall not be less than 10mm</p>', '2023-10-31 16:07:29', '2024-02-04 06:10:53'),
(1401, 27, 29, 13, 39, '4.16.10', '1', 4358.33, 4334.05, 4090.84, 4121.46, '<p>Replacement of Expansion Joints including removal and replacement of 300 mm wide portion of a existing deck slab to accommodate expansion joint, cleaning by blower, fabrication of additional reinforcement (if required), applying epoxy bonding agent for old to new concrete conforming to ASTM C 881, concreting with 35 MPa concrete after fixing the expansion joint complete as per manufacture specifications &amp; direction of E-I-C. The cost of admixture &amp; epoxy required for this work has been included in this analysis. The rate for the installation of new exapansion joints may be taken from the chapter 11 on Bridge Works.</p>', '2023-10-31 16:08:45', '2024-02-04 06:10:53'),
(1402, 27, 29, 20, 39, '4.16.11', '1', 208.80, 205.80, 195.92, 195.92, '<p>Clearing slab/box/ pipe culverts including clearing and reshapping of both upstream and down stream faces of existing culvert with in right of way by removing deposited debris, silt, soil and any other foreign material. The job includes safe disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer In- Charge. Frequency of cleaning will be one time in a year i.e. before start of monsoon.</p>', '2023-10-31 16:10:50', '2024-02-04 06:10:53'),
(1403, 27, 29, 13, 39, '4.16.12', '1', 36.07, 35.30, 32.85, 32.85, '<p>Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free movement), drainage spouts of bridge including removal and disposal of trash, plastic, vegetation etc. from site outside ROW complete as per direction of E-I-C. Frequency of cleaning will be two times in a year i.e. before and after the monsoon.</p>', '2023-10-31 16:13:51', '2024-02-04 06:10:53');
INSERT INTO `items` (`id`, `category_id`, `sub_category_id`, `unit_id`, `financial_rate_id`, `code`, `status`, `dhaka_mymensingh`, `chittagong_sylhet`, `rajshahi_rangpur`, `khulna_barishal`, `description`, `created_at`, `updated_at`) VALUES
(1404, 27, 29, 13, 39, '4.16.13', '1', 4758.74, 4745.24, 4632.84, 4632.84, '<p>Replacement of Damaged RCC Railing of 25 MPa strength having aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 1500mm, leaving adequate space between vertical post for expansion, complete as per Bridge Design Guideline For LGED 2018, approved drawings, technical specification and approval of E-I-C. The cost of reinforcement and it\'s fabrication, binding, welding and placing is included in this unit rate.</p>', '2023-10-31 16:15:12', '2024-02-04 06:10:53'),
(1405, 27, 29, 13, 39, '4.16.14', '1', 353.44, 352.56, 342.77, 344.60, '<p>Carrying out repair of RCC railing of 25 MPa concrete to bring it to the original shape including dismantling and trimming the surface to a regular shape and removal of damaged material as per Bridge Design Standard for LGED, 2012 and direction of E-I-C. [Note: It is assumed that damage is to the extent of 10%]<br>&nbsp;</p>', '2023-10-31 16:15:55', '2024-02-04 06:10:53'),
(1406, 27, 29, 20, 39, '4.16.15', '1', 146487.78, 146433.62, 145491.08, 145667.70, '<p>Micro Concrete Work: Providing and laying in position Micro concrete having minimum compressive strength 50 MPa after 28 days (as per ASTM C 109), tensile strength 2 MPa after 28 days (as per ASTM C 307) and flexular strength 5 MPa after 28 days (as per ASTM C 580), cement based prepacked single component, chloride free, non shrink, free flow, self compacting, ready to use after mixing water in specified proportion obtained from approved manufacture including water tight shuttering and scaffolding etc. complete as per specification and as per direction of Engineer-in-charge.</p>', '2023-10-31 16:17:04', '2024-02-04 06:10:53'),
(1407, 27, 29, 7, 39, '4.16.16.01', '1', 83.46, 83.12, 81.75, 81.75, '<p>CBA_8: Diameter of Rebar = 8mm, minimum drilling diameter = 14mm, minimum drilling depth = 80mm<br>&nbsp;</p>', '2023-10-31 16:17:59', '2024-02-04 06:10:53'),
(1408, 27, 29, 7, 39, '4.16.16.02', '1', 142.69, 142.11, 139.78, 139.78, '<p>CBA_10: Diameter of Rebar = 10mm, minimum drilling diameter = 14mm, minimum drilling depth = 90mm<br>&nbsp;</p>', '2023-10-31 16:18:51', '2024-02-04 06:10:53'),
(1409, 27, 29, 7, 39, '4.16.16.03', '1', 199.70, 198.88, 195.61, 195.61, '<p>CBA_12: Diameter of Rebar = 12mm, minimum drilling diameter = 16mm, minimum drilling depth = 110mm<br>&nbsp;</p>', '2023-10-31 16:19:55', '2024-02-04 06:10:53'),
(1410, 27, 29, 7, 39, '4.16.16.04', '1', 277.53, 276.40, 271.86, 271.86, '<p>CBA_16: Diameter of Rebar = 16mm, minimum drilling diameter = 20mm, minimum drilling depth = 125mm<br>&nbsp;</p>', '2023-10-31 16:20:52', '2024-02-04 06:10:53'),
(1411, 27, 29, 7, 39, '4.16.16.05', '1', 624.31, 621.76, 611.53, 611.53, '<p>CBA_20: Diameter of Rebar = 20mm, minimum drilling diameter = 25mm, minimum drilling depth = 170mm</p>', '2023-10-31 16:21:52', '2024-02-04 06:10:53'),
(1412, 27, 29, 7, 39, '4.16.16.06', '1', 1664.50, 1657.68, 1630.42, 1630.42, '<p>CBA_25: Diameter of Rebar = 25mm, minimum drilling diameter = 32mm, minimum drilling depth = 250mm<br>&nbsp;</p>', '2023-10-31 16:22:57', '2024-02-04 06:10:53'),
(1413, 27, 29, 7, 39, '4.16.16.07', '1', 2497.06, 2486.84, 2445.93, 2445.93, '<p>CBA_32: Diameter of Rebar = 32mm, minimum drilling diameter = 40mm, minimum drilling depth = 300mm</p>', '2023-10-31 16:24:23', '2024-02-04 06:10:53'),
(1414, 27, 29, 21, 39, '4.16.17.01', '1', 547363.65, 547035.30, 545549.62, 545549.62, '<p>EP_25m: Span assumed: 25 m (12.7mm dia. Strand in 12T13/12K13 system. Weight-9.42 kg/m of cable.)<br>&nbsp;</p>', '2023-10-31 16:25:43', '2024-02-04 06:10:53'),
(1415, 27, 29, 21, 39, '4.16.17.02', '1', 1660713.10, 1659859.09, 1656198.63, 1656198.63, '<p>EP_50m: Span assumed: 50 m (12.7mm dia. Strand in 19T13/19K13 system. Weight-14.73 kg/m of cable.)</p>', '2023-10-31 16:27:12', '2024-02-04 06:10:53'),
(1416, 27, 29, 13, 39, '4.16.18.01', '1', 10.86, 10.84, 10.63, 10.63, '<p>RR_12: Bars up to 12 mm diameter<br>&nbsp;</p>', '2023-10-31 16:28:10', '2024-02-04 06:10:53'),
(1417, 27, 29, 13, 39, '4.16.18.02', '1', 21.67, 21.62, 21.21, 21.21, '<p>RR_12+: Bars above 12 mm diameter</p>', '2023-10-31 16:29:11', '2024-02-04 06:10:53'),
(1418, 27, 29, 2, 39, '4.16.19', '1', 1396.60, 1396.60, 1377.28, 1377.28, '<p>SC: Prov Jing and Appying average 1mm thick pre-packed Polymer modified cement based skim-coat for filling blowholes, non-structural honeycomb and rectifying other surface imperfections in newly placed concrete surfaces and achieving a smooth finish on precast, cast in place, tilt up or other unfinished concrete sufaces; including cleaning the surface thoroughly using stiff brush to remove dust, loose particles, oil etc., neutralizing the surface by applying potable water, ensuring saturated surface dry (SSD) condition of the concrete surface, mixing powder with potable water in a drum by blending machine, spreading the mixture to any concrete surface using trowel to get smooth suface etc. all complete as per specification and direction of E-I-C. This is avilable in market as pre- packed and is required to be applied as per instruction of the manufacturer. Proper curing method should be applied for at least 3 days, all complete as per specification and direction of E-I-C.</p>', '2023-10-31 16:30:12', '2024-02-04 06:10:53'),
(1419, 27, 29, 13, 39, '4.16.20', '1', 16797.29, 16750.35, 16612.68, 16612.68, '<p>CFL: Supply and installation of ready to use Carbon Fiber Laminates for strenghtening reinforced concrete structures having density ≥ 1.61 gm/cm3, width = 100mm, thickness ≥ 1.2mm, modulus of Elasticity ≥ 165 GPa, tensile strength 1\\ge2800 MPa, elongation at break ≥ 1.4%; including surface preparation by application of grinding work, patch mortar, primer and epoxy putty etc. all complete as per specification and direction of E-I-C. Note: The work have to be done by certified/trained applicator.</p>', '2023-10-31 16:31:32', '2024-02-04 06:10:53'),
(1420, 27, 29, 2, 39, '4.16.21', '1', 13214.54, 13204.53, 13170.77, 13170.77, '<p>CFFS: Supply and installation of Carbon Fibre Fabric Sheets having modulus of elasticity (GPa)≥ 230 tensile strength (GPa)≥ 4.9 weight of carbon fibre (gsm)≥ 200 , density (g/cm3)≥ 1.8 design cross section thickness (mm) ≥ 0.111, elongation at break (%) ≥ 2.1 ; including surface preparation by application of grinding work, patch mortar, primer and epoxy putty etc. all complete as per specification and direction of E-I-C.<br>Note: The work have to be done by certified/trained applicator.14:30</p>', '2023-10-31 16:32:42', '2024-02-04 06:10:53'),
(1421, 27, 29, 35, 39, '4.16.22.01', '1', 139229.31, 138217.01, 135180.12, 135180.12, '<p>LDSS≤10m: for width of Bridge ≤ 10m.<br>&nbsp;</p>', '2023-10-31 16:36:15', '2024-02-04 06:10:53'),
(1422, 27, 29, 35, 39, '4.16.22.02', '1', 162802.21, 161789.91, 158753.02, 158753.02, '<p>LDSS&gt;10m: for width of Bridge &gt; 10m.</p>', '2023-10-31 16:37:42', '2024-02-04 06:10:53'),
(1423, 27, 29, 2, 39, '4.16.23', '1', 461.24, 451.19, 451.71, 449.00, '<p>Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in Charge.</p>', '2023-10-31 16:38:50', '2024-02-04 06:10:53'),
(1424, 27, 29, 2, 39, '4.16.24.01', '1', 56.58, 56.43, 55.84, 55.84, '<p>TPS_HC: Hessian Cloth<br>&nbsp;</p>', '2023-10-31 16:39:50', '2024-02-04 06:10:53'),
(1425, 27, 29, 2, 39, '4.16.24.02', '1', 53.15, 53.01, 52.42, 52.42, '<p>TPS_PVC: Wooven PVC Cloth</p>', '2023-10-31 16:40:47', '2024-02-04 06:10:53'),
(1426, 27, 29, 2, 39, '4.16.25', '1', 597.53, 596.12, 584.04, 584.04, '<p>SWF: Providing and fixing hard drawn steel wire fabric of size 50 x 25mm mesh or other appropriate size wire mesh to fe fixed and firmly anchored to the concrete surface by means of \'L\' shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool &amp; plants as approved by E-I-C.</p>', '2023-10-31 16:41:53', '2024-02-04 06:10:53'),
(1427, 27, 30, 13, 39, '4.17.01.01.01', '1', 2038.52, 2025.34, 1972.38, 1971.60, '<p>300mm internal dia, wall thickness not less than 50mm, Re-bar for pipe:- circumferential: 10 turns - 6mm and longitudinal: 8 nos. - 6mm, Re-bar for Collar:- circumferential: 3 turns - 6mm and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:44:28', '2024-02-04 06:10:53'),
(1428, 27, 30, 13, 39, '4.17.01.01.02', '1', 3444.52, 3422.22, 3332.44, 3330.85, '<p>400mm internal dia, wall thickness not less than 75mm, Re-bar for pipe:- circumferential: 14 turns - 6mm and longitudinal: 8 nos. - 6mm, Re-bar for Collar:- circumferential: 3 turns - 6mm and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:46:06', '2024-02-04 06:10:53'),
(1429, 27, 30, 13, 39, '4.17.01.01.03', '1', 4024.94, 4001.34, 3906.02, 3904.08, '<p>500mm internal dia, wall thickness not less than 75mm, Re-bar for pipe:- circumferential: 16 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:48:06', '2024-02-04 06:10:53'),
(1430, 27, 30, 13, 39, '4.17.01.01.04', '1', 5114.81, 5088.87, 4983.61, 4981.03, '<p>600mm internal dia, wall thickness not less than 85mm, Re-bar for pipe:- circumferential: 10 turns - 6mmФ for inner cage &amp; 8 tums - 6mmФ for outer cage and longitudinal: 6 nos. - 6mmФ for inner cage &amp; 6 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:49:17', '2024-02-04 06:10:53'),
(1431, 27, 30, 13, 39, '4.17.01.01.05', '1', 6091.83, 6063.79, 5948.59, 5945.59, '<p>700mm internal dia, wall thickness not less than 85mm, Re-bar for pipe:- circumferential: 13 turns - 6mmФ for inner cage &amp; 10 turns - 6mmФ for outer cage and longitudinal: 6 nos. - 6mmФ for inner cage &amp; 6 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:50:40', '2024-02-04 06:10:53'),
(1432, 27, 30, 13, 39, '4.17.01.01.06', '1', 7612.37, 7578.27, 7437.38, 7433.57, '<p>800mm internal dia, wall thickness not less than 95mm, Re-bar for pipe:- circumferential: 15 turns - 6mmФ for inner cage &amp; 11 turns - 6mmФ for outer cage and longitudinal: 7 nos. - 6mmФ for inner cage &amp; 7 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 16:53:53', '2024-02-04 06:10:53'),
(1433, 27, 30, 13, 39, '4.17.01.01.07', '1', 9275.67, 9235.96, 9071.39, 9066.89, '<p>900mm internal dia, wall thickness not less than 100mm, Re-bar for pipe:- circumferential: 18 turns - 6mmФ for inner cage &amp; 14 turns - 6mmФ for outer cage and longitudinal: 7 nos. - 6mmФ for inner cage &amp; 7 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 12 nos. - 6mmФ</p>', '2023-10-31 16:59:10', '2024-02-04 06:10:53'),
(1434, 27, 30, 13, 39, '4.17.01.02.01', '1', 2382.36, 2373.37, 2296.72, 2308.13, '<p>300mm internal dia, wall thickness not less than 50mm, Re-bar for pipe:- circumferential: 14 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:34:46', '2024-02-04 06:10:53'),
(1435, 27, 30, 13, 39, '4.17.01.02.02', '1', 3945.68, 3931.84, 3792.68, 3815.98, '<p>400mm internal dia, wall thickness not less than 75mm, Re-bar for pipe:- circumferential: 14 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:36:13', '2024-02-04 06:10:53'),
(1436, 27, 30, 13, 39, '4.17.01.02.03', '1', 4771.78, 4758.52, 4602.77, 4631.28, '<p>500mm internal dia, wall thickness not less than 75mm, Re-bar for pipe:- circumferential: 19 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:38:42', '2024-02-04 06:10:53'),
(1437, 27, 30, 13, 39, '4.17.01.02.04', '1', 6792.14, 6779.94, 6594.45, 6632.31, '<p>600mm internal dia, wall thickness not less than 85mm, Re-bar for pipe:- circumferential: 19 turns - 6mmФ for inner cage &amp; 14 turns - 6mmФ for outer cage and longitudinal: 6 nos. - 6mmФ for inner cage &amp; 6 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:39:58', '2024-02-04 06:10:53'),
(1438, 27, 30, 13, 39, '4.17.01.02.05', '1', 7803.40, 7791.30, 7583.11, 7626.98, '<p>700mm internal dia, wall thickness not less than 85mm, Re-bar for pipe:- circumferential: 19 turns - 6mmФ for inner cage &amp; 14 turns - 6mmФ for outer cage and longitudinal: 8 nos. - 6mmФ for inner cage &amp; 8 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:41:15', '2024-02-04 06:10:53'),
(1439, 27, 30, 13, 39, '4.17.01.02.06', '1', 9852.52, 9838.68, 9579.53, 9635.33, '<p>800mm internal dia, wall thickness not less than 95mm, Re-bar for pipe:- circumferential: 22 turns - 6mmФ for inner cage &amp; 17 turns - 6mmФ for outer cage and longitudinal: 8 nos. - 6mmФ for inner cage &amp; 8 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 8 nos. - 6mmФ</p>', '2023-10-31 18:42:23', '2024-02-04 06:10:53'),
(1440, 27, 30, 13, 39, '4.17.01.02.07', '1', 11800.93, 11785.15, 11780.90, 11546.80, '<p>900mm internal dia, wall thickness not less than 100mm, Re-bar for pipe:- circumferential: 14 turns - 8mmФ for inner cage &amp; 11 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 6mmФ for inner cage &amp; 8 nos. - 6mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 6mmФ and longitudinal: 12 nos. - 6mmФ</p>', '2023-10-31 18:43:41', '2024-02-04 06:10:53'),
(1441, 27, 30, 13, 39, '4.17.01.02.08', '1', 15274.28, 15260.53, 14898.82, 14982.78, '<p>1000mm intemal dia, wall thickness not less than 115mm, Re-bar for pipe:- circumferential: 17 turns - 8mmФ for inner cage &amp; 13 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 8mmФ for inner cage &amp; 8 nos. - 8mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 8mmФ and longitudinal: 12 nos. - 6mmф</p>', '2023-10-31 18:44:48', '2024-02-04 06:10:53'),
(1442, 27, 30, 13, 39, '4.17.01.02.09', '1', 17098.25, 17085.44, 16695.25, 16787.50, '<p>1100mm intemal dia, wall thickness not less than 115mm, Re-bar for pipe:- circumferential: 19 turns - 8mmФ for inner cage &amp; 14 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 8mmФ for inner cage &amp; 8 nos.8mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 8mmФ and longitudinal: 12 nos. - 6mmФ</p>', '2023-10-31 18:45:49', '2024-02-04 06:10:53'),
(1443, 27, 30, 13, 39, '4.17.01.02.10', '1', 19754.84, 19743.56, 19308.06, 19413.89, '<p>1200mm intemal dia, wall thickness not less than 120mm, Re-bar for pipe:- circumferential: 21 turns - 8mmФ for inner cage &amp; 16 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 8mmФ for inner cage &amp; 8 nos.8mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 8mmФ and longitudinal: 12 nos. - 8mmФ</p>', '2023-10-31 18:47:03', '2024-02-04 06:10:53'),
(1444, 27, 30, 13, 39, '4.17.01.02.11', '1', 27357.13, 27349.40, 26813.55, 26950.92, '<p>1400mm intemal dia, wall thickness not less than 135mm, Re-bar for pipe:- circumferential: 17 turns - 10mmФ for inner cage &amp; 13 turns - 10mmФ for outer cage and longitudinal: 12 nos. - 8mmФ for inner cage &amp; 12 nos.8mmФ for outer cage, Re-bar for Collar.- circumferential: 3 turns-8mm for inner cage &amp; 3 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 8mmФ for inner cage &amp; 8 nos. - 8mmФ for outer cage</p>', '2023-10-31 18:48:08', '2024-02-04 06:10:53'),
(1445, 27, 30, 13, 39, '4.17.01.02.12', '1', 34104.79, 34099.96, 33482.74, 33645.68, '<p>1600mm internal dia, wall thickness not less than 140mm, Re-bar for pipe:- circumferential: 21 turns - 10mmФ for inner cage &amp; 16 turns - 10mmФ for outer cage and longitudinal: 12 nos. - 8mmФ for inner cage &amp; 12 nos. 8mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 8mmФ for inner cage &amp; 3 turns - 8mmФ for outer cage and longitudinal: 8 nos. - 8mmФ for inner cage &amp; 8 nos. - 8mmФ for outer cage</p>', '2023-10-31 18:49:07', '2024-02-04 06:10:53'),
(1446, 27, 30, 13, 39, '4.17.01.02.13', '1', 43434.34, 43433.30, 42709.43, 42905.89, '<p>1800mm internal dia, wall thickness not less than 150mm, Re-bar for pipe:- circumferential: 22 turns - 10mm for inner cage &amp; 22 tums - 10mm for outer cage and longitudinal: 14 nos. - 10mmФ for inner cage &amp; 14 nos. - 10mmФ for outer cage, Re-bar for Collar- circumferential: 3 turns - 8mmФ for inner cage &amp; 3 turns - 8mmФ for outer cage and longitudinal: 12 nos. - 8mmФ for inner cage &amp; 12 nos. - 8mmФ for outer cage</p>', '2023-10-31 18:50:09', '2024-02-04 06:10:53'),
(1447, 27, 30, 13, 39, '4.17.01.02.14', '1', 50354.04, 50358.67, 49474.74, 49721.50, '<p>2000mm intemal dia, wall thickness not less than 170mm, Re-bar for pipe:- circumferential: 22 turns - 10mmФ for inner cage &amp; 22 tums - 10mmФ for outer cage and longitudinal: 14 nos. - 10mmФ for inner cage &amp; 14 nos. -10mmФ for outer cage, Re-bar for Collar:- circumferential: 3 turns - 8mmФ for inner cage &amp; 3 turns - 8mmФ for outer cage and longitudinal: 12 nos. - 8mmФ for inner cage &amp; 12 nos. - 8mmФ for outer cage</p>', '2023-10-31 18:51:07', '2024-02-04 06:10:53'),
(1448, 27, 31, 18, 39, '4.18.01.01', '1', 15975.89, 15963.01, 15847.05, 15847.05, '<p>Mobilization &amp; demobilization within 100km of Dhaka/ nearby source to site and RHT on 10 (ten) nos. spots or less of a single structure</p>', '2023-10-31 18:52:42', '2024-02-04 06:10:53'),
(1449, 27, 31, 32, 39, '4.18.01.02', '1', 33.74, 33.74, 33.74, 33.74, '<p>Additional charge on Mobilization &amp; demobilization beyond 100km of dhaka/ nearby source to site<br>&nbsp;</p>', '2023-10-31 18:53:30', '2024-02-04 06:10:53'),
(1450, 27, 31, 7, 39, '4.18.01.03', '1', 1597.59, 1596.30, 1584.71, 1584.71, '<p>RHT on each additional spot after 10(ten) spots tested.</p>', '2023-10-31 18:54:28', '2024-02-04 06:10:53'),
(1451, 27, 31, 18, 39, '4.18.02.01', '1', 23061.97, 23049.09, 22933.14, 22933.14, '<p>Mobilization &amp; demobilization within 100km of Dhaka/ nearby source to site and UPV on 10 (ten) nos. spots or less of a single structure</p>', '2023-10-31 18:55:37', '2024-02-04 06:10:53'),
(1452, 27, 31, 32, 39, '4.18.02.02', '1', 33.74, 33.74, 33.74, 33.74, '<p>Additional charge on Mobilization &amp; demobilization beyond 100km of dhaka/ nearby source to site<br>&nbsp;</p>', '2023-10-31 18:57:13', '2024-02-04 06:10:53'),
(1453, 27, 31, 7, 39, '4.18.02.03', '1', 2306.20, 2304.91, 2293.31, 2293.31, '<p>UPV on each additional spot after 10(ten) spots tested.</p>', '2023-10-31 18:58:17', '2024-02-04 06:10:53'),
(1454, 27, 31, 18, 39, '4.18.03.01', '1', 24479.19, 24466.31, 24350.35, 24350.35, '<p>Mobilization &amp; demobilization within 100km of Dhaka/ nearby source to site and in-situ core cutting on 3 (three) nos. spots or less of a single structure</p>', '2023-10-31 18:59:26', '2024-02-04 06:10:53'),
(1455, 27, 31, 32, 39, '4.18.03.02', '1', 47.24, 47.24, 47.24, 47.24, '<p>Additional charge on Mobilization &amp; demobilization beyond 100km of Dhaka/ nearby source to site<br>&nbsp;</p>', '2023-10-31 19:00:18', '2024-02-04 06:10:53'),
(1456, 27, 31, 7, 39, '4.18.03.03', '1', 6403.24, 6400.02, 6371.03, 6371.03, '<p>In-situ core cutting on each additional nos after 3 (three) spots</p>', '2023-10-31 19:01:22', '2024-02-04 06:10:53'),
(1457, 27, 32, 13, 39, '4.19.01.01.01', '1', 250.21, 244.74, 244.23, 242.85, '<p>Sand Volumn 0.075 cum/m, minimum FM = 1.5</p>', '2023-10-31 19:03:20', '2024-02-04 06:10:53'),
(1458, 27, 32, 13, 39, '4.19.01.01.02', '1', 272.39, 273.27, 268.15, 268.15, '<p>Sand Volumn 0.075 cum/m, minimum FM = 1.8<br>&nbsp;</p>', '2023-10-31 19:04:54', '2024-02-04 06:10:53'),
(1459, 27, 32, 13, 39, '4.19.01.01.03', '1', 323.83, 317.07, 316.56, 314.63, '<p>Sand Volumn 0.075 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:05:57', '2024-02-04 06:10:53'),
(1460, 27, 32, 13, 39, '4.19.01.01.04', '1', 311.09, 303.93, 303.67, 301.83, '<p>Sand Volumn 0.1 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:07:00', '2024-02-04 06:10:53'),
(1461, 27, 32, 13, 39, '4.19.01.01.05', '1', 340.67, 341.97, 335.57, 335.57, '<p>Sand Volumn 0.1 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:08:07', '2024-02-04 06:10:53'),
(1462, 27, 32, 13, 39, '4.19.01.01.06', '1', 409.26, 400.38, 400.11, 397.54, '<p>Sand Volumn 0.1 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:09:10', '2024-02-04 06:10:53'),
(1463, 27, 32, 13, 39, '4.19.01.01.07', '1', 460.48, 449.78, 449.50, 446.74, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:10:14', '2024-02-04 06:10:53'),
(1464, 27, 32, 13, 39, '4.19.01.01.08', '1', 504.84, 506.83, 497.36, 497.36, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:11:11', '2024-02-04 06:10:53'),
(1465, 27, 32, 13, 39, '4.19.01.01.09', '1', 607.73, 594.44, 594.17, 590.30, '<p>Sand Volumn 0.15 cum/m, minimum FM=2.5</p>', '2023-10-31 19:12:15', '2024-02-04 06:10:53'),
(1466, 27, 32, 13, 39, '4.19.01.02.01', '1', 319.29, 312.08, 311.66, 309.82, '<p>Sand Volumn 0.1 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:13:52', '2024-02-04 06:10:53'),
(1467, 27, 32, 13, 39, '4.19.01.02.02', '1', 348.86, 350.11, 343.56, 343.56, '<p>Sand Volumn 0.1 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:16:40', '2024-02-04 06:10:53'),
(1468, 27, 32, 13, 39, '4.19.01.02.03', '1', 417.45, 408.52, 408.10, 405.53, '<p>Sand Volumn 0.1 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:18:16', '2024-02-04 06:10:53'),
(1469, 27, 32, 13, 39, '4.19.01.02.04', '1', 479.13, 468.31, 467.69, 464.93, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:19:50', '2024-02-04 06:10:53'),
(1470, 27, 32, 13, 39, '4.19.01.02.05', '1', 523.49, 525.37, 515.55, 515.55, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:20:52', '2024-02-04 06:10:53'),
(1471, 27, 32, 13, 39, '4.19.01.02.06', '1', 626.37, 612.98, 612.36, 608.50, '<p>Sand Volumn 0.15 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:23:00', '2024-02-04 06:10:53'),
(1472, 27, 32, 13, 39, '4.19.01.02.07', '1', 622.08, 607.75, 607.24, 603.56, '<p>Sand Volumn 0.20 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:23:56', '2024-02-04 06:10:53'),
(1473, 27, 32, 13, 39, '4.19.01.02.08', '1', 681.22, 683.83, 671.05, 671.05, '<p>Sand Volumn 0.20 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:24:57', '2024-02-04 06:10:53'),
(1474, 27, 31, 13, 39, '4.19.01.02.09', '1', 818.40, 800.64, 800.13, 794.98, '<p>Sand Volumn 0.20 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:26:04', '2024-02-04 06:10:53'),
(1475, 27, 32, 13, 39, '4.19.01.02.10', '1', 767.61, 749.76, 749.30, 744.70, '<p>Sand Volumn 0.25 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:27:28', '2024-02-04 06:10:53'),
(1476, 27, 32, 13, 39, '4.19.01.02.11', '1', 841.53, 844.45, 829.06, 829.06, '<p>Sand Volumn 0.25 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:29:36', '2024-02-04 06:10:53'),
(1477, 27, 32, 13, 39, '4.19.01.02.12', '1', 1013.01, 990.87, 990.42, 983.97, '<p>Sand Volumn 0.25 cum/m, minimum FM=2.5</p>', '2023-10-31 19:30:42', '2024-02-04 06:10:53'),
(1478, 27, 32, 13, 39, '4.19.01.03.01', '1', 492.88, 481.98, 481.10, 478.34, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:35:11', '2024-02-04 06:10:53'),
(1479, 27, 32, 13, 39, '4.19.01.03.02', '1', 537.24, 539.04, 528.95, 528.95, '<p>Sand Volumn 0.15 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:36:58', '2024-02-04 06:10:53'),
(1480, 27, 32, 13, 39, '4.19.01.03.03', '1', 640.12, 626.65, 625.77, 621.90, '<p>Sand Volumn 0.15 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:38:11', '2024-02-04 06:10:53'),
(1481, 27, 32, 13, 39, '4.19.01.03.04', '1', 657.19, 642.67, 641.49, 637.81, '<p>Sand Volumn 0.20 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:39:34', '2024-02-04 06:10:53'),
(1482, 27, 32, 13, 39, '4.19.01.03.05', '1', 716.34, 718.74, 705.29, 705.29, '<p>Sand Volumn 0.20 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:40:46', '2024-02-04 06:10:53'),
(1483, 27, 32, 13, 39, '4.19.01.03.06', '1', 853.52, 835.55, 834.38, 829.22, '<p>Sand Volumn 0.20 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:41:49', '2024-02-04 06:10:53'),
(1484, 27, 32, 13, 39, '4.19.01.03.07', '1', 821.51, 803.35, 801.87, 797.27, '<p>Sand Volumn 0.25 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:42:52', '2024-02-04 06:10:53'),
(1485, 27, 32, 13, 39, '4.19.01.03.08', '1', 895.44, 898.44, 881.63, 881.63, '<p>Sand Volumn 0.25 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:43:52', '2024-02-04 06:10:53'),
(1486, 27, 32, 13, 39, '4.19.01.03.09', '1', 1066.91, 1044.46, 1042.99, 1036.54, '<p>Sand Volumn 0.25 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:44:53', '2024-02-04 06:10:53'),
(1487, 27, 32, 13, 39, '4.19.01.03.10', '1', 985.82, 964.03, 962.26, 956.74, '<p>Sand Volumn 0.30 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:46:00', '2024-02-04 06:10:53'),
(1488, 27, 32, 13, 39, '4.19.01.03.11', '1', 1074.53, 1078.14, 1057.97, 1057.97, '<p>Sand Volumn 0.30 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:49:20', '2024-02-04 06:10:53'),
(1489, 27, 32, 13, 39, '4.19.01.03.12', '1', 1280.31, 1253.36, 1251.59, 1243.86, '<p>Sand Volumn 0.30 cum/m, minimum FM=2.5<br>&nbsp;</p>', '2023-10-31 19:51:16', '2024-02-04 06:10:53'),
(1490, 27, 32, 13, 39, '4.19.01.03.13', '1', 1150.07, 1124.65, 1122.59, 1116.15, '<p>Sand Volumn 0.35 cum/m, minimum FM=1.5<br>&nbsp;</p>', '2023-10-31 19:52:33', '2024-02-04 06:10:53'),
(1491, 27, 32, 13, 39, '4.19.01.03.14', '1', 1253.57, 1257.78, 1234.25, 1234.35, '<p>Sand Volumn 0.35 cum/m, minimum FM=1.8<br>&nbsp;</p>', '2023-10-31 19:53:45', '2024-02-04 06:10:53'),
(1492, 27, 32, 13, 39, '4.19.01.03.15', '1', 1493.64, 1462.20, 1460.14, 1451.12, '<p>Sand Volumn 0.35 cum/m, minimum FM=2.5</p>', '2023-10-31 19:55:37', '2024-02-04 06:10:53'),
(1493, 27, 32, 13, 39, '4.19.02.01.01', '1', 1581.27, 1575.72, 1541.14, 1551.53, '<p>Fill Volumn 0.2 cum/m<br>&nbsp;</p>', '2023-10-31 19:57:33', '2024-02-04 06:10:53'),
(1494, 27, 32, 13, 39, '4.19.02.01.02', '1', 2219.65, 2212.23, 2163.22, 2178.81, '<p>Fill Volumn 0.3 cum/m</p>', '2023-10-31 19:59:03', '2024-02-04 06:10:53'),
(1495, 27, 32, 13, 39, '4.19.02.02.01', '1', 3829.35, 3818.06, 3731.56, 3762.74, '<p>Fill Volumn 0.6 cum/m<br>&nbsp;</p>', '2023-10-31 20:00:11', '2024-02-04 06:10:53'),
(1496, 27, 32, 13, 39, '4.19.02.02.02', '1', 5003.94, 4989.48, 4876.07, 4917.64, '<p>Fill Volumn 0.8 cum/m</p>', '2023-10-31 20:01:23', '2024-02-04 06:10:53'),
(1497, 27, 32, 13, 39, '4.19.03.01', '1', 409.53, 409.11, 407.39, 407.39, '<p>SPVD: Prefabricated Vertical Synthetic Drains shall consist of a continuous plastic drainage core wrapped in a non-woven polypropylene/polyester geotexile material having discharge capacity at 240 kPa and Hydraulic Gradient of 1 should be greater than 500 m3/yr and shall meet the following specifications.<br>Composite Drain Properties:<br>Weight (q/m)&gt;75 ± 10%, Width (mm) ≥ 100 ± 2, Thickness (mm) &gt; 3.0, Tensile Strength (kN)&gt;2.2 , Elongation at 2.0 kN (%) &gt;25 , Strength at 10% Elongation (kN)&gt;1.3<br>Filter Fabric Properties:<br>CBR Puncture Resistance (N)&gt;150 , Trapezoidal Tear Strength (N) &gt;200 Grab Tensile Strength (N) &gt; 550, Apparent opening size(AOS, 095) (micron) ≤ 90, Permeability/ Permittivity (cm/s) &gt; 200 × 100</p>', '2023-10-31 20:02:32', '2024-02-04 06:10:53'),
(1498, 27, 32, 13, 39, '4.19.03.02', '1', 271.54, 271.54, 269.40, 269.40, '<p>PVJD: Prefabricated Vertical Jute Drains (PVJD) shall consist of an outer sheath (jacket) made of woven jute geotextile (JGT) with 4-coir wicks separated by stitched compartments having discharge capacity at 7 days (200 kPa at hydraulic gradient of 1.0) shall be greater than 500 m3/yr and shall meet the following specifications.<br>Composite Drain Properties:<br>Width (mm) ≥ 90±10%, Thickness (mm) &gt; 5, Grab Tensile Strength (N), MD X CD &gt; 350 X 350, Trapezoidal Tear Strength (N), MD X CD &gt; 100 X 100, Puncture Resistance (N) &gt; 100, Burst Strength (N) &gt; 900, Apparent Opening size (AOS, 095) (micron) ≤ 90.<br>Filter Fabric Properties:<br>Equivalent Diameter (mm) &gt; 50.</p>', '2023-10-31 20:03:36', '2024-02-04 06:10:53'),
(1499, 27, 32, 20, 39, '4.19.04.01', '1', 6605.88, 6573.06, 6272.01, 6272.01, '<p>Khoa: Sand 2: 1<br>&nbsp;</p>', '2023-10-31 20:33:53', '2024-02-04 06:10:53'),
(1500, 27, 32, 20, 39, '4.19.04.02', '1', 7657.94, 7625.35, 7335.51, 7335.51, '<p>Cement: Sand: Khoa: = 1:6:12</p>', '2023-10-31 20:35:04', '2024-02-04 06:10:53'),
(1501, 27, 32, 2, 39, '4.19.05.01', '1', 5915.35, 5932.69, 5657.63, 5726.16, '<p>MSE_FP: Providing, hoisting and placing of pre-cast RCC Facia Panels of minimum 0.80 sqm area and 180mm thickness, made with minimum 35 MPa concrete inclusive of reinforcement, shuttering, casting in yard, curing, storing, transporting, lifting, placing in position, erection with all necessary accessories i.e., rubber pad, universal hook, anchor block, nut, washer, joint fillers, fasteners etc. complete in all respect as per approved drawing, specification and direction of Engineer-in-charge.<br>[Using Batching Plant, Transit Mixer, Concrete Pump and bulk rate of Cement]</p>', '2023-10-31 20:36:12', '2024-02-04 06:10:53'),
(1502, 27, 32, 13, 39, '4.19.05.02.01', '1', 1331.78, 1331.24, 1329.62, 1329.62, '<p>MSE MSR_GCS: With reinforcing elements of Galvanised carbon steel strips of 60mm wide and 5mm thick with minimum bearing and shear strength of 490 MPa conforming to BS EN 10025, Grade S 355 JR. The fabricated element shall be galvanized and the minimum zinc coating weight shall not be less than 1000gm/sqm.</p>', '2023-10-31 20:37:39', '2024-02-04 06:10:53'),
(1503, 27, 32, 13, 39, '4.19.05.02.02', '1', 1331.78, 1331.24, 1329.62, 1329.62, '<p>MSE_MSR_Cu: With reinforcing element of Copper Strips of 60mm wide and 5mm thick conforming to BS 2870 quality C 101 or C 102 in the 1/2H condition and shall have 0.2 percent proof stress of not less than 180 MPa.<br>&nbsp;</p>', '2023-10-31 20:38:49', '2024-02-04 06:10:53'),
(1504, 27, 32, 13, 39, '4.19.05.02.03', '1', 678.51, 677.97, 676.35, 676.35, '<p>MSE_MSR_Al: With reinforcing elements of Aluminium Strips of 60mm wide and 5mm thick conforming to Bs 1470 quality 5454 in H 24 condition.<br>&nbsp;</p>', '2023-10-31 20:45:04', '2024-02-04 06:10:53'),
(1505, 27, 32, 13, 39, '4.19.05.02.04', '1', 678.51, 677.97, 676.35, 676.35, '<p>MSE_MSR_SS: With reinforcing element of Stainless steel strips of 60mm wide and 5mm thick.<br>&nbsp;</p>', '2023-10-31 20:46:24', '2024-02-04 06:10:53'),
(1506, 27, 32, 13, 39, '4.19.05.02.05', '1', 1331.78, 1331.24, 1329.62, 1329.62, '<p>MSE_MSR_FRP: with reinforcing element of Glass reinforced polymer/ fibre reinforced polymer/ polymeric strips of 60mm wide and 5mm thick.<br>&nbsp;</p>', '2023-10-31 20:47:54', '2024-02-04 06:10:53'),
(1507, 27, 32, 2, 39, '4.19.05.02.06', '1', 319.21, 318.67, 317.05, 317.05, '<p>MSE_GTR: With reinforcing elements of synthetic geogrids.<br>&nbsp;</p>', '2023-10-31 20:49:30', '2024-02-04 06:10:53'),
(1508, 27, 32, 11, 39, '4.19.05.02.07', '1', 238.90, 238.41, 236.94, 236.94, '<p>MSE_HDGSR-R: With reinforcing elements of high yield ribbed/ deformed steel reinforcement complying with BDS ISO 6935-2:2016 and fully hot-dip Galvanized to BS EN ISO 1461: 1999 with minimum coat thickness of 85 microns or 610 gm per meter squre surface. [Using retail rate of reinforcing bar]<br>&nbsp;</p>', '2023-10-31 20:50:56', '2024-02-04 06:10:53'),
(1509, 27, 32, 11, 39, '4.19.05.02.08', '1', 236.20, 235.71, 234.24, 234.24, '<p>MSE_HDGSR-B: With reinforcing elements of high yield ribbed/ deformed steel reinforcement complying with BDS ISO 6935-2: 2016 and fully hot-dip Galvanized to BS EN ISO 1461: 1999 with minimum coat thickness of 85 microns or 610 gm per meter squre surface. [Using Bulk rate of reinforcing bar]</p>', '2023-10-31 20:53:16', '2024-02-04 06:10:53'),
(1510, 27, 32, 20, 39, '4.19.05.03', '1', 3381.76, 3400.92, 3262.14, 3294.78, '<p>MSE_BF: Backfill with selected granular material in layers in approaches of work over metal strip/synthetic geogrid/steel which is to be retained by mechanically stabilized/ reinforced earth wall including grading, placement and compaction complete as per drawing, Technical specification and as directed by the Engineer-in- charge. The backfill material shall be clean, free draining, granular with high friction and low cohesion having particle size not more than 100mm and angle of internal friction not less than 34 degree, plasticity index shall not exceed 6 as determined by AASHTO T 90, non-corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of shale or other soft, poor durability particles, any deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and pH shall be between 5.0 to 10.0 as determined by AASHTO T 289. The backfill material shall be compacted for AASHTO T 236 to 95 percent of the maximum density determined according to AASHTO T 99 method C or D and corrected for oversized material according to AASHTO T 99, Note 9.</p>', '2023-10-31 20:55:06', '2024-02-04 06:10:53'),
(1511, 27, 32, 13, 39, '4.19.06.01', '1', 3522.46, 3519.22, 3507.21, 3507.21, '<p>JGC_600: Diameter of Jet grouted column = 600mm<br>&nbsp;</p>', '2023-10-31 21:00:23', '2024-02-04 06:10:53'),
(1512, 27, 32, 13, 39, '4.19.06.02', '1', 6287.58, 6281.83, 6260.38, 6260.38, '<p>JGC_800: Diameter of Jet grouted column = 800 mm</p>', '2023-10-31 21:01:42', '2024-02-04 06:10:53'),
(1513, 27, 32, 13, 39, '4.19.06.03', '1', 9810.04, 9801.05, 9767.59, 9767.59, '<p>JGC_1000: Diameter of Jet grouted column = 1000 mm<br>&nbsp;</p>', '2023-10-31 21:03:05', '2024-02-04 06:10:53'),
(1514, 27, 32, 13, 39, '4.19.06.04', '1', 14118.92, 14105.96, 14057.77, 14057.77, '<p>JGC_1200: Diameter of Jet grouted column = 1200 mm</p>', '2023-10-31 21:04:18', '2024-02-04 06:10:53'),
(1515, 27, 32, 13, 39, '4.19.07.01', '1', 1569.98, 1567.59, 1559.52, 1559.52, '<p>Diameter of Drill Hole: 100 mm, Diameter of Re-bar = 25mm (Grade 500, conforming to BDS ISO 6935-2:2016)<br>&nbsp;</p>', '2023-10-31 21:05:18', '2024-02-04 06:10:53'),
(1516, 27, 32, 40, 39, '4.19.09.01', '1', 891.67, 890.30, 884.52, 884.52, '<p>With G.I/MS pipe</p>', '2023-10-31 21:06:39', '2024-02-04 06:10:53'),
(1517, 27, 32, 13, 39, '4.19.10.01', '1', 20045.71, 20025.47, 19944.48, 19944.48, '<p>RD_250: Diameter of Drill Hole: 250 mm<br>&nbsp;</p>', '2023-10-31 21:07:58', '2024-02-04 06:10:53'),
(1518, 27, 32, 13, 39, '4.19.10.02', '1', 22926.78, 22903.63, 22811.04, 22811.04, '<p>RD_300: Diameter of Drill Hole: 300 mm</p>', '2023-10-31 21:09:17', '2024-02-04 06:10:53'),
(1519, 28, 33, 18, 39, '5.01.01.1', '1', 38651.00, 38651.00, 38651.00, 38651.00, '<p>Providing necessary facilities in construction site for maintaining site safety of 30 nos construction worker including safety helmet, safety belt, apron, gumboot, goggles etc. (PWD 01.1.4.1]<br>&nbsp;</p>', '2023-11-01 13:56:59', '2024-02-04 06:10:53'),
(1520, 28, 33, 18, 39, '5.01.01.2', '1', 10798.00, 10798.00, 10798.00, 10798.00, '<p>Providing necessary facilities in construction site for maintaining site safety of 10 nos construction inspection team member including safety helmet, safety goggles, safety shoe etc. [PWD 01.1.4.2]<br>&nbsp;</p>', '2023-11-01 13:58:14', '2024-02-04 06:10:53'),
(1521, 28, 33, 2, 39, '5.01.02', '1', 33.00, 32.00, 30.00, 30.00, '<p>Providing layout and carry over PWD bench-mark (BM) at site from nearby BM pillar, property lines, existing ground level (EGL), formation ground level (FGL), highest flood levels (HFL), plinth levels (PL), mean sea level (MSL), setting and marking all pillars, marker, pegs etc. showing and maintaining reduced levels (RL\'s) including locating, establishing, protecting all public utilities within the premise of work and finally all to be presented in black and white. [PWD 01.6]</p>', '2023-11-01 13:59:18', '2024-02-04 06:10:53'),
(1522, 28, 33, 30, 39, '5.01.03.01', '1', 17730.00, 17730.00, 17730.00, 17730.00, '<p>6th to 9th floor, hoisting speed 40 m/min [PWD 01.11.1]<br>&nbsp;</p>', '2023-11-01 14:00:44', '2024-02-04 06:10:53'),
(1523, 28, 33, 30, 39, '5.01.03.02', '1', 21470.00, 21470.00, 21470.00, 21470.00, '<p>10th to 14th floor, hoisting speed 40 m/min [PWD 01.11.2]<br>&nbsp;</p>', '2023-11-01 14:01:49', '2024-02-04 06:10:53'),
(1524, 28, 33, 30, 39, '5.01.03.03', '1', 25153.00, 25153.00, 25153.00, 25153.00, '<p>15th to 19th floor, hoisting speed 50 m/min [PWD 01.11.3]<br>&nbsp;</p>', '2023-11-01 14:02:57', '2024-02-04 06:10:53'),
(1525, 28, 33, 30, 39, '5.01.03.04', '1', 29151.00, 29151.00, 29151.00, 29151.00, '<p>20th to 24th floor, hoisting speed 60 m/min [PWD 01.11.4]<br>&nbsp;</p>', '2023-11-01 14:03:46', '2024-02-04 06:10:53'),
(1526, 28, 33, 30, 39, '5.01.03.05', '1', 32419.00, 32419.00, 32419.00, 32419.00, '<p>25th to 29th floor, hoisting speed 60 m/min [PWD 01.11.5]</p>', '2023-11-01 14:04:59', '2024-02-04 06:10:53'),
(1527, 28, 34, 2, 39, '5.02.01.1', '1', 19.00, 19.00, 18.00, 18.00, '<p>Layout and marking for earthwork in excavation in foundation accepted by the Engineer-in-charge. [Plinth area of the structure shall be considered for measurement] [PWD 02.1.1]<br>&nbsp;</p>', '2023-11-01 14:06:33', '2024-02-04 06:10:53'),
(1528, 28, 34, 20, 39, '5.02.01.2', '1', 168.00, 165.00, 153.00, 153.00, '<p>Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead [PWD 02.1.2]<br>&nbsp;</p>', '2023-11-01 14:07:45', '2024-02-04 06:10:53'),
(1529, 28, 34, 20, 39, '5.02.01.3', '1', 30.00, 29.00, 27.00, 27.00, '<p>Added rate for each additional 0.5 meter depth exceeding 1.5 meter. [PWD 02.1.3]<br>&nbsp;</p>', '2023-11-01 14:08:46', '2024-02-04 06:10:53'),
(1530, 28, 34, 20, 39, '5.02.01.4', '1', 4.00, 4.00, 4.00, 4.00, '<p>Added rate for each 1 m additional lead beyond 10 m. [PWD 02.1.4]<br>&nbsp;</p>', '2023-11-01 14:09:29', '2024-02-04 06:10:53'),
(1531, 28, 34, 9, 39, '5.02.02', '1', 474.00, 474.00, 458.00, 458.00, '<p>Bailing out of trapped water caused by inundation or rain, by pump from foundation trenches. [PWD 02.2]<br>&nbsp;</p>', '2023-11-01 14:10:40', '2024-02-04 06:10:53'),
(1532, 28, 34, 13, 39, '5.02.03', '1', 90.00, 90.00, 81.00, 81.00, '<p>Supplying of straight and strong borrak bamboo posts of having minimum 75 mm diameter althrough and driving the same vertically in the ground up to required depth by any means shaping the top of the post, all complete and accepted by the Engineer-in-charge. [PWD 02.3]<br>&nbsp;</p>', '2023-11-01 14:12:05', '2024-02-04 06:10:53'),
(1533, 28, 34, 13, 39, '5.02.04', '1', 604.00, 598.00, 571.00, 571.00, '<p>Supplying of wooden ballah having an average diameter not less than 150 mm (without barks) at one third distance from larger end with a minimum end diameter of 100 mm for retaining purpose and driving to a depth as per design and drawing by any method including all arrangement for staging, hoisting, carrying etc. complete and accepted by the Engineer-in-charge. [PWD 02.4]</p>', '2023-11-01 14:13:01', '2024-02-04 06:10:53'),
(1534, 28, 34, 2, 39, '5.02.05', '1', 613.00, 608.00, 583.00, 583.00, '<p>Palisading work by supplying of bitumen drum sheet walling tied with 20 BWG G.I. wire fixing the same with already driven borrak bambit posts with half split borrak bamboo runners @ 450mm c/c horizontally with iron nails, G.I wire etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of bamboo post). [PWD 02.5]<br>&nbsp;</p>', '2023-11-01 14:14:19', '2024-02-04 06:10:53'),
(1535, 28, 34, 13, 39, '5.02.06', '1', 227.00, 226.00, 218.00, 218.00, '<p>Supplying and fitting-fixing horizontal bracing in palisading with half split wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and accepted by the Engineer-in-charge. [PWD 02.6]<br>&nbsp;</p>', '2023-11-01 14:15:09', '2024-02-04 06:10:53'),
(1536, 28, 34, 2, 39, '5.02.07.1', '1', 712.00, 706.00, 673.00, 673.00, '<p>Shore protection work during excavation in foundation trenches up to 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge. [The rate is including the cost of vertical post] [PWD 02.7.1]<br>&nbsp;</p>', '2023-11-01 14:16:25', '2024-02-04 06:10:53'),
(1537, 28, 34, 2, 39, '5.02.07.2', '1', 1047.00, 1049.00, 996.00, 996.00, '<p>Shore protection work during excavation in foundation trenches beyond 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge, [The rate is including the cost of vertical post] [PWD 02.7.2]<br>&nbsp;</p>', '2023-11-01 14:26:43', '2024-02-04 06:10:53'),
(1538, 28, 34, 20, 39, '5.02.08.1', '1', 1088.00, 1093.00, 4069.00, 1069.00, '<p>Sand filling in foundation trenches and plinth with sand having minimum F.M. 0.5 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. [PWD 02.10.1]</p>', '2023-11-01 14:27:32', '2024-02-04 06:10:53'),
(1539, 28, 34, 20, 39, '5.02.08.2', '1', 1167.00, 1169.00, 1114.00, 1114.00, '<p>Sand filling in foundation trenches and plinth with sand having minimum F.M. 0.8 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. [PWD 02.10.2]<br>&nbsp;</p>', '2023-11-01 14:28:24', '2024-02-04 06:10:53'),
(1540, 28, 34, 20, 39, '5.02.08.3', '1', 1296.00, 1301.00, 1246.00, 1246.00, '<p>Sand filling in foundation trenches and plinth with sand having min. F.M. 1.2 in 150 mm in layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. [PWD 02.10.3]</p>', '2023-11-01 14:29:24', '2024-02-04 06:10:53'),
(1541, 28, 34, 20, 39, '5.02.08.4', '1', 3257.00, 3151.00, 3142.00, 3176.00, '<p>Sand filling in foundation trenches and plinth with sand having min. F.M. 2.2 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge. [PWD 02.10.4]<br>&nbsp;</p>', '2023-11-01 14:30:34', '2024-02-04 06:10:53'),
(1542, 28, 34, 20, 39, '5.02.09', '1', 6055.00, 6039.00, 5787.00, 5787.00, '<p>50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in (2:1) (khoa: sand) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by the Engineer-in-charge. [PWD 02.11]</p>', '2023-11-01 14:31:39', '2024-02-04 06:10:53'),
(1543, 28, 34, 20, 39, '5.02.10.', '1', 7016.00, 7005.00, 6771.00, 6771.00, '<p>50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine with best quality local sand (F.M. 1.2) and cement in (1:6:12) (cement: sand: khoa) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by Engineer-in-charge. [PWD 02.12]</p>', '2023-11-01 14:32:40', '2024-02-04 06:10:53'),
(1544, 28, 34, 20, 39, '5.02.11', '1', 207.00, 202.00, 189.00, 189.00, '<p>50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in (2:1) (khoa: sand) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by the Engineer-in-charge. [PWD 02.11]</p>', '2023-11-01 14:34:04', '2024-02-04 06:10:53'),
(1545, 28, 34, 20, 39, '5.01.12', '1', 756.00, 751.00, 686.00, 686.00, '<p>50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine with best quality local sand (F.M. 1.2) and cement in (1:6:12) (cement: sand: khoa) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by Engineer-in-charge. [PWD 02.12]</p>', '2023-11-01 14:34:57', '2024-02-04 06:10:53'),
(1546, 28, 34, 20, 39, '5.01.13', '1', 709.00, 706.00, 639.00, 639.00, '<p>Earth filling in foundation trenches and plinth in 150 mm layers with carted earth carried by truck or by any other means including loading and unloading at both ends, leveling, watering and compacting to achive minimum dry density of 95% with optimum moisture content (modified proctor test) including local carriage each layer up to finished level including cost of water and test (carried from beyond 300 m) etc. all complete and accepted by the Engineer-in-charge [PWD 02.15]</p>', '2023-11-01 14:35:56', '2024-02-04 06:10:53'),
(1547, 28, 34, 20, 39, '5.02.14.1', '1', 760.00, 755.00, 685.00, 685.00, '<p>By other method/means than dredgeing. [PWD 02.16.1]<br>&nbsp;</p>', '2023-11-01 14:36:53', '2024-02-04 06:10:53'),
(1548, 28, 34, 20, 39, '5.02.14.2', '1', 510.00, 509.00, 459.00, 459.00, '<p>By dredging including necessary systems thereof. [PWD 02.16.2]<br>&nbsp;</p>', '2023-11-01 14:37:52', '2024-02-04 06:10:53'),
(1549, 28, 34, 20, 39, '5.02.15', '1', 222.00, 219.00, 208.00, 208.00, '<p>Mechanical compaction of earth beyond plinth area, required for pre- approved specific engineering purpose in 150 mm layers including levelling, watering and consolidation each layer with chain dozer, grader, roller etc. to achieve minimum dry density of 95% with optimum moisture content (modified proctor test) up to finished level all complete and accepted by the engineer-in-charge subjected to submission of the method statement. [PWD 02.17]</p>', '2023-11-01 14:38:49', '2024-02-04 06:10:53'),
(1550, 28, 35, 2, 39, '5.03.01', '1', 636.00, 364.00, 607.00, 607.00, '<p>One layer brick flat soling in foundation or in floor with first class/picked jhama bricks (BDS 208) including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer-in-charge [PWD 03.1.1]</p>', '2023-11-01 14:54:03', '2024-02-04 06:10:53'),
(1551, 28, 35, 20, 39, '5.03.02.1', '1', 3962.00, 9347.00, 9083.00, 9083.00, '<p>Lean / blinding concrete in foundation (1:3:6) with cement, brick chips and sand of F.M. 1.2 [PWD 03.4.1]<br>&nbsp;</p>', '2023-11-01 14:55:33', '2024-02-04 06:10:53'),
(1552, 28, 35, 20, 39, '5.03.02.2', '1', 9259.00, 9244.00, 8971.00, 8971.00, '<p>Lean/blinding concrete in floor (1:3:6) with cement, brick chips and sand of F.M. 1.2 [PWD 03.4.2]</p>', '2023-11-01 14:56:46', '2024-02-04 06:10:53'),
(1553, 28, 35, 20, 39, '5.03.03.1', '1', 10504.00, 10489.00, 10224.00, 10224.00, '<p>Mass concrete in foundation (1:2:4) with brick chips and local sand of F.M. 1.2. [PWD 03.5.1]<br>&nbsp;</p>', '2023-11-01 14:58:01', '2024-02-04 06:10:53'),
(1554, 28, 35, 20, 39, '5.02.03.2', '1', 10458.00, 10444.00, 10175.00, 10175.00, '<p>Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2. [PWD 03.5.2</p>', '2023-11-01 14:59:03', '2024-02-04 06:10:53'),
(1555, 28, 35, 2, 39, '5.03.04.1', '1', 1597.00, 1594.00, 1521.00, 1535.00, '<p>75 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2) and stone chips. [PWD 03.6.1]<br>&nbsp;</p>', '2023-11-01 15:00:06', '2024-02-04 06:10:53'),
(1556, 28, 35, 20, 39, '5.03.04.2', '1', 16534.00, 16532.00, 15844.00, 16028.00, '<p>150 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2), stone chips and water-proofing admixture/agent approved by Engineer-in-charge. [PWD 03.6.2]<br>&nbsp;</p>', '2023-11-01 15:01:05', '2024-02-04 06:10:53'),
(1557, 28, 35, 2, 39, '5.03.05', '1', 47.00, 47.00, 46.00, 46.00, '<p>Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5 square meter in floor or any where below cement concrete complete in all respect and accepted by Engineer-in- charge. [PWD 03.7]</p>', '2023-11-01 15:02:03', '2024-02-04 06:10:53');

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