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The job may have previously timed out. in /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Worker.php:648\nStack trace:\n#0 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Worker.php(163): Illuminate\\Queue\\Worker->maxAttemptsExceededException(Object(Illuminate\\Queue\\Jobs\\DatabaseJob))\n#1 /home/mygpsbd/public_html/app/Http/helper.php(28): Illuminate\\Queue\\Worker->Illuminate\\Queue\\{closure}(14, Array)\n#2 /home/mygpsbd/public_html/app/Jobs/SmsSend.php(35): send_sms(\'\\xE0\\xA6\\xAA\\xE0\\xA7\\x8D\\xE0\\xA6\\xB0\\xE0\\xA6\\xBF\\xE0\\xA6\\xAF...\', Array)\n#3 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(36): App\\Jobs\\SmsSend->handle()\n#4 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/Util.php(37): Illuminate\\Container\\BoundMethod::Illuminate\\Container\\{closure}()\n#5 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(93): Illuminate\\Container\\Util::unwrapIfClosure(Object(Closure))\n#6 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(37): Illuminate\\Container\\BoundMethod::callBoundMethod(Object(Illuminate\\Foundation\\Application), Array, Object(Closure))\n#7 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/Container.php(596): Illuminate\\Container\\BoundMethod::call(Object(Illuminate\\Foundation\\Application), Array, Array, NULL)\n#8 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Bus/Dispatcher.php(94): Illuminate\\Container\\Container->call(Array)\n#9 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Pipeline/Pipeline.php(128): Illuminate\\Bus\\Dispatcher->Illuminate\\Bus\\{closure}(Object(App\\Jobs\\SmsSend))\n#10 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Pipeline/Pipeline.php(103): Illuminate\\Pipeline\\Pipeline->Illuminate\\Pipeline\\{closure}(Object(App\\Jobs\\SmsSend))\n#11 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Bus/Dispatcher.php(98): Illuminate\\Pipeline\\Pipeline->then(Object(Closure))\n#12 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/CallQueuedHandler.php(83): Illuminate\\Bus\\Dispatcher->dispatchNow(Object(App\\Jobs\\SmsSend), false)\n#13 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Pipeline/Pipeline.php(128): Illuminate\\Queue\\CallQueuedHandler->Illuminate\\Queue\\{closure}(Object(App\\Jobs\\SmsSend))\n#14 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Pipeline/Pipeline.php(103): Illuminate\\Pipeline\\Pipeline->Illuminate\\Pipeline\\{closure}(Object(App\\Jobs\\SmsSend))\n#15 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/CallQueuedHandler.php(85): Illuminate\\Pipeline\\Pipeline->then(Object(Closure))\n#16 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/CallQueuedHandler.php(59): Illuminate\\Queue\\CallQueuedHandler->dispatchThroughMiddleware(Object(Illuminate\\Queue\\Jobs\\DatabaseJob), Object(App\\Jobs\\SmsSend))\n#17 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Jobs/Job.php(98): Illuminate\\Queue\\CallQueuedHandler->call(Object(Illuminate\\Queue\\Jobs\\DatabaseJob), Array)\n#18 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Worker.php(356): Illuminate\\Queue\\Jobs\\Job->fire()\n#19 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Worker.php(306): Illuminate\\Queue\\Worker->process(\'database\', Object(Illuminate\\Queue\\Jobs\\DatabaseJob), Object(Illuminate\\Queue\\WorkerOptions))\n#20 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Worker.php(132): Illuminate\\Queue\\Worker->runJob(Object(Illuminate\\Queue\\Jobs\\DatabaseJob), \'database\', Object(Illuminate\\Queue\\WorkerOptions))\n#21 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Console/WorkCommand.php(112): Illuminate\\Queue\\Worker->daemon(\'database\', \'default\', Object(Illuminate\\Queue\\WorkerOptions))\n#22 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Queue/Console/WorkCommand.php(96): Illuminate\\Queue\\Console\\WorkCommand->runWorker(\'database\', \'default\')\n#23 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(36): Illuminate\\Queue\\Console\\WorkCommand->handle()\n#24 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/Util.php(37): Illuminate\\Container\\BoundMethod::Illuminate\\Container\\{closure}()\n#25 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(93): Illuminate\\Container\\Util::unwrapIfClosure(Object(Closure))\n#26 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/BoundMethod.php(37): Illuminate\\Container\\BoundMethod::callBoundMethod(Object(Illuminate\\Foundation\\Application), Array, Object(Closure))\n#27 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Container/Container.php(596): Illuminate\\Container\\BoundMethod::call(Object(Illuminate\\Foundation\\Application), Array, Array, NULL)\n#28 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Console/Command.php(134): Illuminate\\Container\\Container->call(Array)\n#29 /home/mygpsbd/public_html/vendor/symfony/console/Command/Command.php(298): Illuminate\\Console\\Command->execute(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Illuminate\\Console\\OutputStyle))\n#30 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Console/Command.php(121): Symfony\\Component\\Console\\Command\\Command->run(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Illuminate\\Console\\OutputStyle))\n#31 /home/mygpsbd/public_html/vendor/symfony/console/Application.php(1040): Illuminate\\Console\\Command->run(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#32 /home/mygpsbd/public_html/vendor/symfony/console/Application.php(301): Symfony\\Component\\Console\\Application->doRunCommand(Object(Illuminate\\Queue\\Console\\WorkCommand), Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#33 /home/mygpsbd/public_html/vendor/symfony/console/Application.php(171): Symfony\\Component\\Console\\Application->doRun(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#34 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Console/Application.php(93): Symfony\\Component\\Console\\Application->run(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#35 /home/mygpsbd/public_html/vendor/laravel/framework/src/Illuminate/Foundation/Console/Kernel.php(129): Illuminate\\Console\\Application->run(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#36 /home/mygpsbd/public_html/artisan(37): Illuminate\\Foundation\\Console\\Kernel->handle(Object(Symfony\\Component\\Console\\Input\\ArgvInput), Object(Symfony\\Component\\Console\\Output\\ConsoleOutput))\n#37 {main}', '2024-04-12 05:01:02');

-- --------------------------------------------------------

--
-- Table structure for table `features`
--

CREATE TABLE `features` (
  `id` bigint UNSIGNED NOT NULL,
  `name` varchar(255) COLLATE utf8mb4_unicode_ci NOT NULL,
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  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `features`
--

INSERT INTO `features` (`id`, `name`, `image`, `created_at`, `updated_at`) VALUES
(1, 'Parking Times', '2023-09-25-65114a9fede5d.png', '2020-03-04 17:11:50', '2023-09-25 14:53:51'),
(2, 'Monitor Multiple Vehicle', '2023-09-25-65114a9a14353.png', '2020-03-04 17:16:35', '2023-09-25 14:53:46'),
(3, 'Live Traffic Update', '2023-09-25-65114a9654d06.png', '2020-03-04 17:22:58', '2023-09-25 14:53:42'),
(4, 'Geo-fencing Alerts', '2023-09-25-65114a918d9c9.png', '2020-03-04 17:25:44', '2023-09-25 14:53:37'),
(5, 'Maintenance Alert', '2023-09-25-65114a8dcfe69.png', '2020-03-04 17:27:08', '2023-09-25 14:53:33'),
(6, 'Ignition Alert', '2023-09-25-65114a892bfe7.png', '2020-03-04 17:29:13', '2023-09-25 14:53:29'),
(7, '10 Second Update', '2023-09-25-65114a84e9380.png', '2020-03-04 17:29:59', '2023-09-25 14:53:24'),
(8, 'Google Street View', '2023-09-25-65114a8093c32.png', '2020-03-04 17:30:27', '2023-09-25 14:53:20'),
(9, 'Route History Playback', '2023-09-25-65114a7b44eb6.png', '2020-03-04 17:32:22', '2023-09-25 14:53:15'),
(10, 'Fuel Monitoring', '2023-09-25-65114ad27d8fa.png', '2020-03-04 17:33:18', '2023-09-25 14:54:42'),
(11, 'Different Maps', '2023-09-25-65114acecd820.png', '2020-03-04 17:36:09', '2023-09-25 14:54:38'),
(13, 'Car Inside voice Monitoring', '2023-09-25-65114a4b1941f.png', '2020-03-04 17:40:30', '2023-09-25 14:52:27'),
(14, 'Daily Milage Report', '2023-10-03-651bcaf2d2ef1.png', '2020-03-04 17:44:28', '2023-10-03 14:04:02'),
(15, 'Engine off/on  from App', '2023-09-25-65114a3f5d3cb.png', '2020-06-09 19:05:47', '2023-09-25 14:52:15'),
(16, 'BRTA Paper Update Alert', '2023-09-25-65114a347fc17.png', '2020-06-09 19:08:00', '2023-09-25 14:52:04'),
(17, 'Android, IOS App and Web Platform', '2023-09-25-65114a2857505.png', '2020-06-09 19:20:14', '2023-09-25 14:51:52');

-- --------------------------------------------------------

--
-- Table structure for table `file_items`
--

CREATE TABLE `file_items` (
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  `allocation_project_id` bigint UNSIGNED NOT NULL,
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  `discount_amount` double(10,2) DEFAULT NULL,
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  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

-- --------------------------------------------------------

--
-- Table structure for table `file_notes`
--

CREATE TABLE `file_notes` (
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  `memorial_number` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
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  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
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--

INSERT INTO `file_notes` (`id`, `area_admin_id`, `nothi_number`, `sheet_number`, `memorial_number`, `date`, `file_note`, `created_at`, `updated_at`) VALUES
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(6, NULL, '১২৩.০২১.৩৬৩২৩.০১', '০২', '১২৩.০২১.৩৬৩২৩.০২', '2024-03-16', 'cv bvc xbxcv b', '2024-03-16 10:19:16', '2024-03-16 10:19:16'),
(7, NULL, '693', '382', '887', '2017-09-28', 'Accusantium pariatur', '2024-03-16 10:20:03', '2024-03-16 10:20:03'),
(8, NULL, '693', '382', '887', '2017-09-28', 'Accusantium pariatur', '2024-03-16 10:20:48', '2024-03-16 10:20:48'),
(9, NULL, '693', '382', '887', '2017-09-28', 'Accusantium pariatur', '2024-03-16 10:22:15', '2024-03-16 10:22:15'),
(10, 0, '52', '477', '37', '2023-08-22', 'Numquam repudiandae', '2024-03-16 10:32:48', '2024-03-16 10:32:48'),
(11, 0, '693', '382', '887', '2017-09-28', 'Accusantium pariatur', '2024-03-16 11:00:01', '2024-03-16 11:00:01');

-- --------------------------------------------------------

--
-- Table structure for table `financial_rates`
--

CREATE TABLE `financial_rates` (
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  `year` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
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--
-- Dumping data for table `financial_rates`
--

INSERT INTO `financial_rates` (`id`, `f_year`, `year`, `created_at`, `updated_at`, `status`) VALUES
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(45, NULL, '2028-29', '2024-02-04 06:09:47', '2024-02-04 06:14:48', 1),
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(66, NULL, '2049-50', '2024-02-04 06:09:47', '2024-02-04 06:14:48', 1);

-- --------------------------------------------------------

--
-- Table structure for table `financial_years`
--

CREATE TABLE `financial_years` (
  `id` bigint UNSIGNED NOT NULL,
  `year` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `status` tinyint DEFAULT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `financial_years`
--

INSERT INTO `financial_years` (`id`, `year`, `status`, `created_at`, `updated_at`) VALUES
(1, '2000-01', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(2, '2001-02', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(3, '2002-03', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(4, '2003-04', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(5, '2004-05', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(6, '2005-06', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(7, '2006-07', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(8, '2007-08', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(9, '2008-09', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(10, '2009-10', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(11, '2010-11', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(12, '2011-12', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(13, '2012-13', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(14, '2013-14', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(15, '2014-15', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(16, '2015-16', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(17, '2016-17', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(18, '2017-18', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(19, '2018-19', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(20, '2019-20', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(21, '2020-21', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(22, '2021-22', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(23, '2022-23', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(24, '2023-24', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(25, '2024-25', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(26, '2025-26', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(27, '2026-27', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(28, '2027-28', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(29, '2028-29', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(30, '2029-30', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(31, '2030-31', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(32, '2031-32', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(33, '2032-33', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(34, '2033-34', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(35, '2034-35', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(36, '2035-36', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(37, '2036-37', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(38, '2037-38', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(39, '2038-39', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(40, '2039-40', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(41, '2040-41', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(42, '2041-42', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(43, '2042-43', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(44, '2043-44', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(45, '2044-45', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(46, '2045-46', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(47, '2046-47', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(48, '2047-48', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(49, '2048-49', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07'),
(50, '2049-50', 1, '2024-02-07 06:47:07', '2024-02-07 06:47:07');

-- --------------------------------------------------------

--
-- Table structure for table `gallery`
--

CREATE TABLE `gallery` (
  `id` int NOT NULL,
  `image` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `name` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `created_at` datetime DEFAULT NULL,
  `updated_at` datetime DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_general_ci;

--
-- Dumping data for table `gallery`
--

INSERT INTO `gallery` (`id`, `image`, `name`, `created_at`, `updated_at`) VALUES
(1, 'files/43Qe35k2m6TE2vj36Jpfxrd0cSSbIBWVJfTZdSUV.jpg', 'Gate together', '2023-09-03 09:28:45', '2023-12-07 12:02:33'),
(2, 'files/QDONqXZzoshzY7P4WAPk2dGhGIKbw1MRY77Bd0sC.jpg', 'Gate together', '2023-09-03 09:30:29', '2023-12-07 12:02:08'),
(3, 'files/R2HBySnR30buoDo0s6dFWDZkNK84GSxKNXe6pRgm.jpg', 'Dealer', '2023-09-03 09:31:42', '2023-12-07 12:01:38'),
(4, 'files/k70HV6OimK8OTBRFKK4kVBJqpM7qhXAxu7O3zNjv.jpg', 'Gate together', '2023-09-03 09:33:13', '2023-12-07 12:01:14'),
(5, 'files/Fcz4Q0I3Y8EXH1sjKWb9XqJzqdC8sF7YecHtjBBF.jpg', 'Supplier Visit', '2023-09-03 09:33:28', '2023-12-07 12:00:46'),
(6, 'files/whxkFoeqIg7IByJqoMIf5Ds2C80d8Y58gsMjz4AC.jpg', 'Bagura Dealer', '2023-10-09 17:54:21', '2023-12-07 12:00:11'),
(7, 'files/tm6W2Yyd11xohAb57ynwXFnKJ7cti66YihTM86KI.jpg', 'Gate together', '2023-10-09 17:55:02', '2023-12-07 11:56:24'),
(8, 'files/wklXZkeeMkkX9evn0uOW51DB9VZx7NYskVamy8kY.jpg', 'Mejbah Bhai', '2023-12-07 12:02:54', '2023-12-07 12:02:54'),
(9, 'files/qZSBij2TNDvxzX6NzdhpvabeSA1Wktnb8WMa8yiL.jpg', 'Shubhum raj Gupta', '2023-12-07 12:03:19', '2023-12-07 12:03:19'),
(10, 'files/XFSyjcYQJ9m3CNsPgTjIhreIDUJcCoOITbqKNrmd.jpg', 'Gate together', '2023-12-07 12:03:37', '2023-12-07 12:03:37'),
(11, 'files/7DkkSjI9txUYRGKz7njwqo7IDp46C84pgtut2hiM.jpg', 'Gate together', '2023-12-07 12:04:57', '2023-12-07 12:04:57'),
(12, 'files/KMeNA7vosjercCbd1zDV7l2h425i9nfhhXi01BjD.jpg', 'Gate together', '2023-12-07 12:05:13', '2023-12-07 12:05:13'),
(13, 'files/DaQDJLbgvFnht50GhZWaVkD8PoqrDSzXhaepXscm.jpg', 'gate together', '2023-12-07 12:05:35', '2023-12-07 12:05:35'),
(14, 'files/swZVz0MjLYVLMP7Gi2fon5WSqrIVmqnzBfvBci6r.jpg', 'Gate to gether', '2023-12-07 12:05:52', '2023-12-07 12:05:52'),
(15, 'files/8BAtZGiPxOQ8N72rD0zA8mYN7sNooD1P53iltMDQ.jpg', 'Gate together', '2023-12-07 12:06:14', '2023-12-07 12:06:14'),
(16, 'files/nPcanWFPfcHNVQ4BK7SHAI3TyDuPbLKqRRpRjJhq.jpg', 'Office meeting', '2023-12-07 12:06:37', '2023-12-07 12:06:37'),
(17, 'files/nP6IWxekTyEISARRG0jfHaqu1R1hSoruU2UPGcbG.jpg', 'Gate together', '2023-12-07 12:07:10', '2023-12-07 12:07:10'),
(18, 'files/ncnuggOhX05EOlYKFTSmsn2Zb84AQ0JHUnbwcOIM.jpg', 'Office programee', '2023-12-07 12:14:13', '2023-12-07 12:14:13'),
(19, 'files/sL8llu4geqjasTXkx7UVfq6sNv3YPQyITULtwEK1.jpg', 'Office', '2023-12-09 20:30:38', '2023-12-09 20:30:38');

-- --------------------------------------------------------

--
-- Table structure for table `happy_clients`
--

CREATE TABLE `happy_clients` (
  `id` bigint UNSIGNED NOT NULL,
  `image` varchar(255) COLLATE utf8mb4_unicode_ci NOT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `happy_clients`
--

INSERT INTO `happy_clients` (`id`, `image`, `created_at`, `updated_at`) VALUES
(26, '2023-10-17-652e70b598dac.png', '2023-10-17 17:32:05', '2023-10-17 17:32:05'),
(27, '2023-10-17-652e71065e238.png', '2023-10-17 17:33:26', '2023-10-17 17:33:26'),
(28, '2023-10-17-652e7118ab1f5.png', '2023-10-17 17:33:44', '2023-10-17 17:33:44');

-- --------------------------------------------------------

--
-- Table structure for table `home_page_models`
--

CREATE TABLE `home_page_models` (
  `id` bigint UNSIGNED NOT NULL,
  `cover_image` varchar(255) COLLATE utf8mb4_unicode_ci NOT NULL,
  `animated_text` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `small_text` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `home_page_models`
--

INSERT INTO `home_page_models` (`id`, `cover_image`, `animated_text`, `small_text`, `created_at`, `updated_at`) VALUES
(17, '2023-10-04-651cfddddb230.png', NULL, NULL, '2023-10-04 11:53:34', '2023-10-04 11:53:34'),
(18, '2023-10-04-651cff431f5a1.png', NULL, NULL, '2023-10-04 11:59:31', '2023-10-04 11:59:31');

-- --------------------------------------------------------

--
-- Table structure for table `inpection_fin_pages`
--

CREATE TABLE `inpection_fin_pages` (
  `id` bigint UNSIGNED NOT NULL,
  `kabikha_project_id` bigint UNSIGNED NOT NULL,
  `page_no` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `jacaiOrttho` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `prostabitoOrttho` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `jelaKormodhor` date DEFAULT NULL,
  `json_column` longtext CHARACTER SET utf8mb4 COLLATE utf8mb4_bin NOT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ;

-- --------------------------------------------------------

--
-- Table structure for table `inspections`
--

CREATE TABLE `inspections` (
  `id` bigint UNSIGNED NOT NULL,
  `division_id` bigint UNSIGNED NOT NULL,
  `district_id` bigint UNSIGNED NOT NULL,
  `upazila_id` bigint UNSIGNED NOT NULL,
  `union_id` bigint UNSIGNED NOT NULL,
  `allocation_project_id` bigint UNSIGNED NOT NULL,
  `total_allocation_amount` double(10,2) DEFAULT NULL,
  `total_allocation_project` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `discounted_amount` double(10,2) DEFAULT NULL,
  `received_amount` double(10,2) DEFAULT NULL,
  `project_submission_date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `maximum_amount` double(10,2) DEFAULT NULL,
  `minimum_amount` double(10,2) DEFAULT NULL,
  `total_allocation_food` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `money_release_date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `start_date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `end_date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `allocation_order_end_date` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `inspections`
--

INSERT INTO `inspections` (`id`, `division_id`, `district_id`, `upazila_id`, `union_id`, `allocation_project_id`, `total_allocation_amount`, `total_allocation_project`, `discounted_amount`, `received_amount`, `project_submission_date`, `maximum_amount`, `minimum_amount`, `total_allocation_food`, `money_release_date`, `start_date`, `end_date`, `allocation_order_end_date`, `created_at`, `updated_at`) VALUES
(4, 2, 14, 125, 1140, 6, 0.00, '3', 60000.00, 60000.00, '2024-02-11', 12.00, 15.00, '100', NULL, '2024-02-11', NULL, '2024-02-11', '2024-02-11 08:51:28', '2024-02-11 08:51:28'),
(10, 2, 14, 124, 1127, 17, 121200.00, '2', 120000.00, 120000.00, '2024-03-21', 12.00, 120.00, '100', NULL, '2024-03-21', NULL, '2024-03-21', '2024-03-21 06:45:40', '2024-03-21 06:45:40');

-- --------------------------------------------------------

--
-- Table structure for table `inspection_bies`
--

CREATE TABLE `inspection_bies` (
  `id` bigint UNSIGNED NOT NULL,
  `kabikha_project_id` bigint UNSIGNED NOT NULL,
  `page_no` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `json_column` longtext CHARACTER SET utf8mb4 COLLATE utf8mb4_bin NOT NULL,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ;

-- --------------------------------------------------------

--
-- Table structure for table `international_partnet`
--

CREATE TABLE `international_partnet` (
  `id` int NOT NULL,
  `image` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `address` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `country` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `phone` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `email` varchar(255) COLLATE utf8mb4_general_ci DEFAULT NULL,
  `created_at` datetime DEFAULT NULL,
  `updated_at` datetime DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_general_ci;

--
-- Dumping data for table `international_partnet`
--

INSERT INTO `international_partnet` (`id`, `image`, `address`, `country`, `phone`, `email`, `created_at`, `updated_at`) VALUES
(1, 'files/dP2IBXaYIVgn7k5oYFkj92k260ymGeE5XfBt0T55.webp', '3201 Yorkmont Road Suite 400 Charlotte, NC 28210', 'Nogadisui GPS Tracker', '(980) 279-87621', 'gps@nogadisuilt.com', '2023-09-03 11:39:44', '2023-10-15 15:07:23'),
(2, 'files/ktPqupfFmWam7dDBTMzBsm4ELgcdor8neJCcjutj.webp', 'New Delhi, India', 'Kurti GPS Tracker', '+919732987700', 'info@kurtigps.org', '2023-09-03 11:40:25', '2023-10-15 14:58:23'),
(4, 'files/brbUx4L7esEleZG8IsmKpFeDvqZrROOCMVSzFJVB.webp', '68 Packering Street Newton Park. Eastern Cape. 6045', 'GW Point Tracker', '+27415665589', 'info@gwpt.com', '2023-10-15 23:19:03', '2023-10-15 23:19:03');

-- --------------------------------------------------------

--
-- Table structure for table `items`
--

CREATE TABLE `items` (
  `id` bigint UNSIGNED NOT NULL,
  `category_id` bigint UNSIGNED NOT NULL,
  `sub_category_id` bigint DEFAULT NULL,
  `unit_id` bigint UNSIGNED NOT NULL,
  `financial_rate_id` bigint UNSIGNED NOT NULL,
  `code` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL,
  `status` varchar(255) COLLATE utf8mb4_unicode_ci DEFAULT NULL COMMENT '1->active 2->Inactive',
  `dhaka_mymensingh` double(10,2) DEFAULT NULL,
  `chittagong_sylhet` double(10,2) DEFAULT NULL,
  `rajshahi_rangpur` double(10,2) DEFAULT NULL,
  `khulna_barishal` double(10,2) DEFAULT NULL,
  `description` longtext COLLATE utf8mb4_unicode_ci,
  `created_at` timestamp NULL DEFAULT NULL,
  `updated_at` timestamp NULL DEFAULT NULL
) ENGINE=InnoDB DEFAULT CHARSET=utf8mb4 COLLATE=utf8mb4_unicode_ci;

--
-- Dumping data for table `items`
--

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
(16, 25, NULL, 29, 39, '1.01.01', '1', 50308.00, 50308.00, 50308.00, 50308.00, '<p>Engineer\'s site office of minimum 10 sqm plinth area with providing necessary facilities including office furniture, consumables, stationeries etc.[PWD 01.1.1]</p>', '2023-10-17 13:06:32', '2024-02-04 06:10:52'),
(17, 25, NULL, 29, 39, '1.01.02', '1', 80370.00, 80370.00, 80370.00, 80370.00, '<p>Engineer\'s site office of minimum 15 sqm plinth area with providing necessary facilities including office furniture, consumables, stationeries, water purifier etc.[PWD 01.1.2]</p>', '2023-10-17 13:17:31', '2024-02-04 06:10:52'),
(18, 25, NULL, 29, 39, '1.01.03', '1', 487130.00, 487130.00, 487130.00, 487130.00, '<p>Engineer\'s site office of minimum 38 sqm plinth area with providing necessary facilities including office furniture, 24000 BTU air cooler, umbrella, crookeries, water purifier, PC with monitor, uninterruptible power supply (UPS), laserjet printer (minimum) 20 ppm) LED flood light fittings(Halogen) for sight security etc. [PWD 01.1.3]</p>', '2023-10-17 13:27:07', '2024-02-04 06:10:52'),
(19, 25, NULL, 2, 39, '1.02', '1', 16872.86, 16825.93, 16755.53, 16755.53, '<p>Project Profile Signboard: Providing and fixing of typical project profile signboard as per direction of E-I-C, to be placed at a suitable place of the site including submission of proposals for the materials &amp; size of the signboards (recommended size: 1800mm × 1200 with 2 nos. 75mm dia. MS post, outer &amp; inner frames of board shall be 50mm × 50mm × 5mm &amp; 25mm × 25mm × 5mm respectively) and text layout to the engineer for approval which will be positioned as directed by the engineer and removing the same on completeion of the works or as instructed by the E-I-C. Sheeting will be made of encapsulated lens with retro-reflective type and massage/borders will be screen printed. &nbsp;The text shall mention among other the name of the implementing agency, cost of the project, completion time, name of the contractor etc.&nbsp;</p>', '2023-10-17 13:32:45', '2024-02-04 06:10:52'),
(20, 25, NULL, 7, 39, '1.03', '1', 16215.00, 16215.00, 16215.00, 16215.00, '<p>Supplying and providing of first aid box with necessary materials/medicine (hygienic gown, thermometer, adhesive dressings, antiseptic solutions, bandages, cotton balls or swaps, emergency blanket, gloves, hand sanitizer, ice pack, saline etc ). All complets as per direction of Engineer-in-charge.[PWD 01.1.4.3]</p>', '2023-10-17 13:34:15', '2024-02-04 06:10:52'),
(21, 25, NULL, 29, 39, '1.04', '1', 49081.00, 49081.00, 49081.00, 49081.00, '<p>Hiring, installation, testing &amp; commissioning of CCTV/Surveillance facilities for monitoring construction site including supply, fixing of 5.0 megapixel IR fixed &nbsp;bullet network IP camera including lens, bracket, housing with outdoor night vision facilities, Full HD 1080 pixel, real time video, network video recorder (NVR), 2 TB HDD for NVR, 4/8/16/32 port PoE switch, 32\"/42\" Full HD CCTV monitor, cable &amp; accessories, internet connection with operation &amp; maintenance cost throughout contract completion period, re-fitting &amp; re-fixing &nbsp;with progress of construction all complete as per direction of Engineer n charge. [PWD 01.1.5]</p>', '2023-10-17 13:35:24', '2024-02-04 06:10:52'),
(22, 25, NULL, 2, 39, '1.05', '1', 218.00, 214.00, 198.00, 198.00, '<p>Mobilization and cleaning site before commencing actual physical work and during contract period and demobilization after completion of the works under contract to be accepted by the Engineer-in-charge. This work shall also cover cleaning and clearing, cutting or filling, dressing the project area on and in the ground to an extent that all the event of works of the project can be executed smoothly in a working environment with a particular attention on safety and security in all respects, and to stockpile the end outcome to a place for disposal agreed by the Engineer-in-charge, where, payments are to be based on ground area datermined by the Engineer-in-charge and be proportionate to the percentage progress of work under contract as a whole in all respects an approved by Engineer-in-charge. [PWD 01.7]</p>', '2023-10-17 13:37:00', '2024-02-04 06:10:52'),
(23, 25, NULL, 30, 39, '1.06', '1', 80000.00, 80000.00, 80000.00, 80000.00, '<p>Providing expertised architect having minimum qualification Bachelor of Architecture and relevant experience(s) more than 5 years with registration in respective professional body for detail documentation &nbsp;of architectural themes, drawings, working out shop drawings, communication with theme architect &amp; getting approval, specifying architectural needs according to approval master architectural themes &amp; plan, certifying as built drawing for the approval etc. and any relevant jobs assigned by the HOPE or his official at site (max man month not greater then ¼ of initial contract completion time whichever is less &amp; payment for the item subject to submission of CV &amp; approved by HOPE or his authorised officer). [PWD 01.8]</p>', '2023-10-17 13:39:41', '2024-02-04 06:10:52'),
(24, 25, NULL, 30, 39, '1.07', '1', 120000.00, 120000.00, 120000.00, 120000.00, '<p>Providing expertised engineer having minimum qualification &nbsp;B.Sc. in Civil Engineering and &nbsp;relevant experience(s) more than 10 years &nbsp;with registration in respective professional body for &nbsp;project documentation, progress study &amp; adjustment, preparation of project material schdule for approval etc. &amp; jobs assigned by the HOPE or his official, at site (max man month not greter then ¼ initial contract duration or contract completion time whichever is less &amp; payment for the item subject to submission of CV &amp; approved by HOPE or his authorized officer). [PWD 01.9]</p>', '2023-10-17 13:40:36', '2024-02-04 06:10:52'),
(25, 25, NULL, 7, 39, '1.08', '1', 1361.20, 1355.87, 1321.78, 1321.78, '<p>Bench Mark Pillar: Manufacturing, supplying &amp; fixing in position RCC (1:2:4) Bench Mark Pillars of size 150mm x 150mm x 750mm, with 400mm x 400mm x 100mm base having 3 nos. 10mm dia MS bar each way at base, 4 nos. 10mm dia vertical bar and 8 nos. 6mm dia &nbsp;tie, including cost of from work, concreting, reinforcement, plastering at top, inscribing on exposed suface, finishing surface, curing, each cutting, embedding 450mm below GL., backfilling, ramming etc. complete as per direction of E-I-C.</p>', '2023-10-17 13:42:59', '2024-02-04 06:10:52'),
(26, 25, NULL, 31, 39, '1.09', '1', 28256.00, 28256.00, 28256.00, 28256.00, '<p>Providing 3 sets as-built drawings subject to Engineer’s approval produced in AutoCAD software in 584.5 mm x 413.5 mm (A-2 size) standard drawing paper, and operating and maintenance manual of the equipment and plant incorporated in the works, if any, in original by the date stated in the particular conditions of contract (PCC). If the contractor does not supply the as-built drawing and operating &amp; maintenance manuals by the date stated in the particular conditions of contract (PCC), or they do not receive the Engineer-in-charge\'s approval, the Engineer-in-charge shall withhold the amount stated in the PCC from the payments due to the contractor. The as-built drawings must show the permanent works as actually constructed and reflect the revision of drawings supplied to the contractor during the Contract as well as revisions of drawings supplied to the contractor during the contract. (One set of as-built drawings shall be considered for measurement and payment) [PWD 01.2.1]</p>', '2023-10-17 13:54:29', '2024-02-04 06:10:52'),
(27, 25, NULL, 5, 39, '1.10.01', '1', 1693.30, 1693.30, 1693.30, 1693.30, '<p>Within 50 kilometer from district head quarter for full day</p>', '2023-10-17 13:57:57', '2024-02-04 06:10:52'),
(28, 25, NULL, 5, 39, '1.10.02', '1', 1840.54, 1840.54, 1840.54, 1840.54, '<p>Beyond 50 kilometer from district head quarter for full day</p>', '2023-10-17 13:59:14', '2024-02-04 06:10:52'),
(29, 25, NULL, 5, 39, '1.10.03', '1', 1100.64, 1100.64, 1100.64, 1100.64, '<p>Work upto 5 hours per day only</p>', '2023-10-17 14:00:45', '2024-02-04 06:10:52'),
(30, 25, NULL, 9, 39, '1.11', '1', 441.73, 441.73, 441.73, 441.73, '<p>Photography: Shooting of still photographs by professinal photographer at outdoor and indoor of construction and other works of building, bridges, roads etc. for recording the progress of works at any distances including hiring of vehicle, equipment for photo shooting, lightening, mixing, lettering, editing including cost of digitized media &amp; min. 10 nos. 4R images printed on photo paper etc. all complete as per direction of E-I-C.</p>', '2023-10-17 14:01:40', '2024-02-04 06:10:52'),
(31, 25, NULL, 32, 39, '1.12', '1', 2576.76, 2576.76, 2576.76, 2576.76, '<p>Dust suppression measures</p>', '2023-10-17 14:04:06', '2024-02-04 06:10:52'),
(32, 25, NULL, 7, 39, '1.13', '1', 12883.78, 12883.78, 12883.78, 12883.78, '<p>Temporary Toilet: Construction of temporary toilets in work site/ rest area complete as per design and specifications and approved by the Engineer-in-Charge. There should be 1 camp in each site. In each camp, there should be 1 no of toilet for women and 1 no of toilet for men</p>', '2023-10-17 14:05:10', '2024-02-04 06:10:52'),
(33, 25, NULL, 7, 39, '1.15', '1', 306.76, 306.76, 306.76, 306.76, '<p>&nbsp;Supplying of Best Quality Safety hand gloves for construction work of Flexible/durable/excellent puncture resistance working gloves with PVC palm and T/C drill back, pasted cuff, palm liner. all complete in all respect as per approved specification and direction of the Engineer-in-charge.</p>', '2023-10-17 14:11:36', '2024-02-04 06:10:52'),
(34, 25, NULL, 2, 39, '1.16', '1', 8500.16, 8494.02, 8320.40, 8320.40, '<p>Supplying, fitting and fixing 18mm thick marble Name plate including cost of materials, labour, form work, engraving neatly the approved Sample given by the engineer etc. complete as per drawings and direction of the Engineer-in-charge.</p>', '2023-10-17 14:13:36', '2024-02-04 06:10:52'),
(35, 26, NULL, 2, 39, '2.01.1', '1', 40.05, 40.04, 40.01, 40.01, '<p>C&amp;G (Clearing and Grubbing): The work consists of cutting, removing and disposing of all materials such as trees, bushes, shrubs, stumps, roots, grass, weeds, rubbish, and removal of topsoil and other organic material etc. all complete as per direction of Engineer in Charge.</p>', '2023-10-17 14:16:50', '2024-02-04 06:10:52'),
(36, 26, NULL, 20, 39, '2.02.1.1', '1', 201.00, 197.00, 183.00, 183.00, '<p>For initial lift of 1.5 m</p>', '2023-10-17 14:21:06', '2024-02-04 06:10:52'),
(37, 26, NULL, 20, 39, '2.02.1.2', '1', 229.00, 225.00, 209.00, 209.00, '<p>For additional lift of 1 m beyond 1.5 m up to 2.5</p>', '2023-10-17 14:22:58', '2024-02-04 06:10:52'),
(38, 26, NULL, 20, 39, '2.02.1.3', '1', 258.00, 253.00, 234.00, 234.00, '<p>For additional lift of 1 m beyond 2.5 m up to 3.5 m</p>', '2023-10-17 14:24:31', '2024-02-04 06:10:52'),
(39, 26, NULL, 20, 39, '2.02.1.4', '1', 286.00, 281.00, 261.00, 261.00, '<p>For additional lift of 1 m beyond 3.5 m up to 4.5 m</p>', '2023-10-17 14:25:54', '2024-02-04 06:10:52'),
(40, 26, NULL, 20, 39, '2.02.1.5', '1', 315.00, 309.00, 286.00, 286.00, '<p>For additional lift of 1 m beyond 4.5 m up to 5.5 m</p>', '2023-10-17 14:27:17', '2024-02-04 06:10:52'),
(41, 26, NULL, 20, 39, '2.02.1.6', '1', 344.00, 338.00, 313.00, 313.00, '<p>For additional lift of 1 m beyond 5.5 m up to 6.5 m</p>', '2023-10-17 14:28:27', '2024-02-04 06:10:52'),
(42, 26, NULL, 20, 39, '2.02.2.01', '1', 278.61, 274.31, 256.89, 256.89, '<p>85% Compaction</p>', '2023-10-17 14:30:12', '2024-02-04 06:10:52'),
(43, 26, NULL, 20, 39, '2.02.2.02', '1', 404.23, 400.31, 384.35, 384.35, '<p>95% Compaction</p>', '2023-10-17 14:32:07', '2024-02-04 06:10:52'),
(44, 26, NULL, 20, 39, '2.02.2.03', '1', 450.07, 446.15, 430.20, 430.20, '<p>98% Compaction</p>', '2023-10-17 14:33:23', '2024-02-04 06:10:52'),
(45, 26, NULL, 20, 39, '2.02.3.01', '1', 327.69, 323.40, 305.97, 305.97, '<p>Outside municipal area, 85% Compaction &nbsp;</p>', '2023-10-17 14:35:44', '2024-02-04 06:10:52'),
(46, 26, NULL, 20, 39, '2.02.3.02', '1', 553.31, 449.39, 433.44, 433.44, '<p>Outside municipal area, 95% Compaction</p>', '2023-10-17 14:38:06', '2024-02-04 06:10:52'),
(47, 26, NULL, 20, 39, '2.02.3.03', '1', 492.47, 488.54, 472.59, 472.59, '<p>Outside municipal area, 98% Compaction</p>', '2023-10-17 14:43:52', '2024-02-04 06:10:52'),
(48, 26, NULL, 20, 39, '2.02.3.04', '1', 395.98, 391.68, 369.41, 369.41, '<p>Within municipal area, 85% Compaction&nbsp;</p>', '2023-10-17 14:45:28', '2024-02-04 06:10:52'),
(49, 26, NULL, 20, 39, '2.02.3.05', '1', 525.26, 521.33, 500.27, 500.27, '<p>Within municipal area, 95% Compaction&nbsp;</p>', '2023-10-17 14:49:09', '2024-02-04 06:10:52'),
(50, 26, NULL, 20, 39, '2.02.3.06', '1', 568.68, 564.74, 543.39, 543.39, '<p>Within municipal area, 98% Compaction&nbsp;</p>', '2023-10-17 14:50:31', '2024-02-04 06:10:52'),
(51, 26, NULL, 20, 39, '2.02.4.01', '1', 312.46, 312.18, 311.42, 311.42, '<p>Initial distance within 300m</p>', '2023-10-17 14:52:07', '2024-02-04 06:10:52'),
(52, 26, NULL, 20, 39, '2.02.4.02', '1', 339.46, 339.17, 338.41, 332.41, '<p>Distance 300m to 600m</p>', '2023-10-17 14:53:44', '2024-02-04 06:10:52'),
(53, 26, NULL, 20, 39, '2.02.4.03', '1', 388.05, 387.77, 387.00, 387.00, '<p>Distance 600m to 1.0km</p>', '2023-10-17 14:55:21', '2024-02-04 06:10:52'),
(54, 26, NULL, 20, 39, '2.02.4.04', '1', 442.04, 441.75, 440.99, 440.99, '<p>Distance 1.0km to 2.0km</p>', '2023-10-17 14:56:37', '2024-02-04 06:10:52'),
(55, 26, NULL, 20, 39, '2.02.4.05', '1', 496.03, 495.74, 494.98, 494.98, '<p>Distance 2.0km to 3.0km</p>', '2023-10-17 14:58:00', '2024-02-04 06:10:52'),
(56, 26, NULL, 20, 39, '2.02.4.06', '1', 550.01, 549.73, 548.97, 548.97, '<p>Distance 3.0km to 4.0km</p>', '2023-10-17 14:59:20', '2024-02-04 06:10:52'),
(57, 26, NULL, 20, 39, '2.02.4.07', '1', 631.00, 630.72, 629.96, 629.96, '<p>Distance 4.0km and above</p>', '2023-10-17 15:00:22', '2024-02-04 06:10:52'),
(58, 26, NULL, 20, 39, '2.03.1', '1', 453.31, 449.39, 433.44, 433.44, '<p>CB: Providing clay blanket/clay cover by carried earth supplied at contractor\'s own cost including royalty in different thickness over the side slopes or crest of the road embankment with selected soil (clay content minimum 80% and silt content 0-20%) including throwing clay in layers not exceeding 150 mm in thickness, clod breaking, benching the side slopes and compacting to 95% of maximum dry density at optimum moisture content with reference to laboratory density test AASHTO standard hammer with suitable equipment dressing etc. complete as per direction of Engineer-in-charge.Composition of specified soil must be confirmed by laboratory test before use. (compaction will be done by the contractor with approved equipment including all ancillary charges for compaction and testing) as per direction of Engineer in charge. Payment will be made on compacted volume.</p>', '2023-10-17 15:01:37', '2024-02-04 06:10:52'),
(59, 26, NULL, 20, 39, '2.04.1.1', '1', 259.00, 255.00, 236.00, 236.00, '<p>For initial lead of 30 m and lift of 1.5 m</p>', '2023-10-17 15:03:14', '2024-02-04 06:10:52'),
(60, 26, NULL, 20, 39, '2.04.1.2', '1', 268.00, 264.00, 244.00, 244.00, '<p>For initial lead of 30 m and lift beyond 1.5 m and upto 1.8 m</p>', '2023-10-17 15:04:27', '2024-02-04 06:10:52'),
(61, 26, NULL, 20, 39, '2.04.1.3', '1', 277.00, 273.00, 252.00, 252.00, '<p>For initial lead of 30 m and lift beyond 1.8 m and upto 2.1 m</p>', '2023-10-17 15:05:30', '2024-02-04 06:10:52'),
(62, 26, NULL, 20, 39, '2.04.1.4', '1', 286.00, 282.00, 260.00, 260.00, '<p>For initial lead of 30 m and lift beyond 2.1 m and upto 2.4 m</p>', '2023-10-17 15:07:25', '2024-02-04 06:10:52'),
(63, 26, NULL, 20, 39, '2.04.1.5', '1', 295.00, 291.00, 268.00, 268.00, '<p>For initial lead of 30 m and lift beyond 2.4 m and upto 2.7 m</p>', '2023-10-17 15:08:46', '2024-02-04 06:10:52'),
(64, 26, NULL, 20, 39, '2.04.1.6', '1', 304.00, 300.00, 276.00, 276.00, '<p>For initial lead of 30 m and lift beyond 2.4 m and upto 2.7 m</p>', '2023-10-17 15:10:24', '2024-02-04 06:10:52'),
(65, 26, NULL, 20, 39, '2.04.3', '1', 121.70, 121.62, 121.14, 121.14, '<p>EWEx(Dr): Earth work in re-excavation of Beel, River &amp; Beel connectivity (Canal) etc. by small dredging unit according to the lines, grades and elevation as shown in the drawing, fitting of cutter machine, delivery pipe fitting, soil management, filling chamber, village platform and disposing of all excavated materials at a safe distance designated by the E-I-C in all types of clay/slurry/organic soils except rocky, gravelly, slushy soil, levelling, dressing, etc. all complete for an initial soil dumping lead upto 100m including arranging for and supplying all necessary tools and equipment at work site etc. complete as per direction of the E-I-C.</p>', '2023-10-17 15:11:44', '2024-02-04 06:10:52'),
(66, 26, NULL, 20, 39, '2.04.4', '1', 105.88, 105.82, 105.38, 105.38, '<p>EWEx(M): Earth Excavation by Mechanical hydraulic Excavator (Long Boon) in roadway/canals/ponds, etc. with 0.90 cum bucket capacity, including cutting and loading in tippers or disposing of all excavated materials at a safe distance designated by the E-I-C, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, leveling, dressing, etc. all complete for an initial excavation depth of 3m and lead upto 20m. including cost of hire charges of Excavator and all other machines, equipment, fuels, lubricants and wages of operational staff etc. all complete as per the direction of the E-I-C</p>', '2023-10-17 15:13:11', '2024-02-04 06:10:52'),
(67, 26, NULL, 2, 39, '2.05.1', '1', 15.46, 15.22, 14.11, 14.11, '<p>Leveling and dressing the embankment crown, road flanks, etc. in maintenance work by earth cutting and filling as necessary with maintaining proper slope and camber including compaction etc. allcomplete as per direction of the E-I-C.</p>', '2023-10-17 15:14:17', '2024-02-04 06:10:52'),
(68, 26, NULL, 20, 39, '2.05.2', '1', 139.03, 138.73, 137.50, 137.50, '<p>E/C(Mech): Compaction of earth in constructing of road embankment/road slopes/ canal bank/ compounds etc. as per design to profile in layers not exceeding 200mm thick, including clod breaking to a maximum size of 75mm, leveling, dressing, watering to bring moisture content ± 2% of OMC &amp; compacting soil by vibratory soil compactor or by appropriate mechanical means to attain 95% of Maximum Dry Density (MDD) at Optimum Moisture Content (OMC) with reference to laboratory density test AASHTO-180 etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in-charge.&nbsp;</p><p>[This item will be applicable where compaction events are not included in the items like compaction on box cutting soil]</p>', '2023-10-17 15:16:02', '2024-02-04 06:10:52'),
(69, 26, NULL, 2, 39, '2.05.3', '1', 45.85, 45.61, 44.62, 44.62, '<p>ESC(Mech): Scarifying and loosening of existing earthen shoulder up to the minimum depth of 100mm, including removing all detrimental material, breaking clods, levelling, dressing, maintaining proper grade &amp; cross-fall (minimum+5%), watering to OMC ± 2% &amp; compacting by vibratory soil compactor or by appropriate mechanical means to attain minimum 95% of Maximum Dry Density (MDD) at Optimum Moisture Content (OMC) with reference to laboratory density test AASHTO-180 etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in- charge.</p>', '2023-10-17 15:17:05', '2024-02-04 06:10:52'),
(70, 26, NULL, 2, 39, '2.06.1', '1', 30.80, 30.41, 29.14, 29.14, '<p>Creating turf on the side slopes and top of embankment with good quality turf not less than 225 mm square chunk, watering till the grass grown including all leads and lifts etc. complete and accepted by the Engineer-in-charge.</p>', '2023-10-17 15:18:17', '2024-02-04 06:10:52'),
(71, 26, NULL, 2, 39, '2.06.2', '1', 58.59, 57.79, 54.60, 54.60, '<p>Supplying and planting vetiver (Binna) grass/lawn grass in a bunch of 2 to 3 stem @of 225mm c/c all over the side slope starting from 225mm beyond the edge of the shoulder and watering till the grasses are fully grown etc. all complete as per direction of E-I-C. The stem should be 125mm to 150mm long with roots. (The payment is to be made only when grasses are fully grown)</p>', '2023-10-17 15:19:14', '2024-02-04 06:10:52'),
(72, 24, 2, 2, 39, '3.01.1', '1', 16.13, 16.03, 15.33, 15.33, '<p>BP: Preparation of bed by cutting and filling including watering to bring moisture content ± 2% of OMC &amp; compacting by appropriate mechanical means etc. to obtain design CBR at minimum compaction 98% of Maximum Dry Density (MDD) etc. all complete as per direction of the E-I-C</p>', '2023-10-17 15:28:08', '2024-02-04 06:10:52'),
(73, 24, 2, 2, 39, '3.01.2', '1', 33.74, 33.13, 30.68, 30.68, '<p>BC(150mm): Earth work in box cutting on road crest up to 150mm depth, maintaining proper grade, camber and alignment, super elevation on curves, removing soil to a safe distance or spreading the excavated earth on road flanks and slopes uniformly including leveling, dressing, watering and compacting the sub-grade soil by manual means etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 15:32:22', '2024-02-04 06:10:52'),
(74, 24, 2, 2, 39, '3.01.3.1', '1', 65.83, 64.84, 60.06, 60.06, '<p>BC(300mm): Earthwork in box cutting on road crest up to 300mm depth in all types of soil. Removing soil to a safe distance, maintaining proper alignment, camber and grade including leveling, dressing and compacting the sub grade as per drawing and accepted by the Engineer-in-charge.</p>', '2023-10-17 15:34:06', '2024-02-04 06:10:52'),
(75, 24, 2, 2, 39, '3.01.3.2.01', '1', 77.18, 76.07, 71.04, 71.04, '<p>Degree of Compaction: Minimum 98% of MDD (Standard Proctor)</p>', '2023-10-17 15:35:56', '2024-02-04 06:10:52'),
(76, 24, 2, 2, 39, '3.01.3.2.02', '1', 88.95, 87.84, 82.81, 82.81, '<p>Degree of Compaction: Minimum 95% of MDD (Modified Proctor)</p>', '2023-10-17 15:37:08', '2024-02-04 06:10:52'),
(77, 24, 2, 2, 39, '3.01.3.3.01', '1', 148.51, 146.30, 136.55, 136.55, '<p>Degree of Compaction: Minimum 98% of MDD (Standard Proctor)</p>', '2023-10-17 15:38:19', '2024-02-04 06:10:52'),
(78, 24, 2, 2, 39, '3.01.3.3.02', '1', 169.73, 167.52, 157.77, 157.77, '<p>Degree of Compaction: Minimum 95% of MDD (Modified Proctor)</p>', '2023-10-17 15:39:32', '2024-02-04 06:10:52'),
(79, 24, 2, 20, 39, '3.01.3.4.01', '1', 494.42, 487.06, 454.54, 454.54, '<p>Degree of Compaction: Minimum 98% of MDD (Standard Proctor)</p>', '2023-10-17 15:42:17', '2024-02-04 06:10:52'),
(80, 24, 2, 20, 39, '3.01.3.4.02', '1', 548.00, 540.64, 508.13, 508.13, '<p>Degree of Compaction: Minimum 95% of MDD (Modified Proctor)</p>', '2023-10-17 15:43:56', '2024-02-04 06:10:52'),
(81, 24, 2, 2, 39, '3.01.4.2.01', '1', 106.87, 105.22, 98.03, 98.03, '<p>Degree of Compaction: Minimum 98% of MDD (Standard Proctor)</p>', '2023-10-17 15:45:51', '2024-02-04 06:10:52'),
(82, 24, 2, 2, 39, '3.01.4.2.02', '1', 118.64, 117.00, 109.81, 109.81, '<p>Degree of Compaction: Minimum 95% of MDD (Modified Proctor)</p>', '2023-10-17 15:48:04', '2024-02-04 06:10:52'),
(83, 24, 2, 2, 39, '3.01.4.3.01', '1', 179.80, 177.10, 165.08, 165.08, '<p>Degree of Compaction: Minimum 98% of MDD (Standard Proctor)</p>', '2023-10-17 15:50:43', '2024-02-04 06:10:52'),
(84, 24, 2, 2, 39, '3.01.4.3.02', '1', 201.02, 198.32, 186.29, 186.29, '<p>Degree of Compaction: Minimum 95% of MDD (Modified Proctor)</p>', '2023-10-17 15:51:47', '2024-02-04 06:10:52'),
(85, 24, 3, 20, 39, '3.02.1.1', '1', 944.95, 952.19, 938.81, 938.81, '<p>Sand (FM 0.50) filling on the road bed in the improved sub-grade with sand (minimum FM 0.5) free from dust, earth, other vegetable growth, foreign materials etc. including supplying all materials, spreading, watering, compacting by appropriate mechanical means to obtain a minimum Soaked CBR 8% or Design CBR at minimum compaction 98% of Maximum Dry Density (MDD) (Modified Proctor), etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:12:15', '2024-02-04 06:10:52'),
(86, 24, 3, 20, 39, '3.02.1.2', '1', 1015.50, 1018.51, 979.73, 979.73, '<p>Sand (FM 0.80) filling on the road bed in the improved sub-grade with sand (minimum FM 0.8) free from dust, earth, other vegetable growth, foreign materials etc. including supplying all materials, spreading, watering, compacting by appropriate mechanical means to obtain a minimum Design Soaked CBR but not less than 8% at minimum compaction 98% of Maximum Dry Density (MDD) (Modified Proctor), etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:15:40', '2024-02-04 06:10:52'),
(87, 24, 3, 20, 39, '3.02.1.3', '1', 834.88, 771.57, 751.14, 811.81, '<p>Filling the road bed in the improved sub-grade with locally available sand (passing &lt;=15% through #200 sieve) free from dust, earth clod, other vegetable growth, foreign materials etc. including supplying all materials, spreading, watering, compacting by appropriate mechanical means to obtain a minimum Soaked CBR 8% or Design CBR at minimum compaction 98% of Maximum Dry Density (MDD) (Modified Proctor), etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:17:18', '2024-02-04 06:10:52'),
(88, 24, 3, 20, 39, '3.02.1.4', '1', 2885.42, 2793.88, 2824.25, 2794.62, '<p>SB for Uni-Paver: Providing compacted Sand Bedding over the finished base course, including supplying well graded sand of minimum FM-2.5, free from dust, earth, other vegetation, foreign materials, etc., including spreading sand uniformly of specified loose thickness on finished road surface maintaining grade, camber and super elevation, local handling, booming, watering, to bring moisture content ± 3% of OMC &amp; compacting by appropriate mechanical means to obtain a minimum design compaction, etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in-charge.</p>', '2023-10-17 16:19:27', '2024-02-04 06:10:52'),
(89, 24, 3, 20, 39, '3.02.2', '1', 101.23, 99.39, 92.03, 92.03, '<p>PilSG: Labour charge for taking out the existing sand from road bed of any thickness and removing the debris including staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:21:15', '2024-02-04 06:10:52'),
(90, 24, 3, 20, 39, '3.02.3', '1', 182.96, 181.73, 176.83, 176.83, '<p>CISG: Labour for spreading &amp; compaction of Improved Subgrade consisting of sand having compacted thickness as per specifications including local handling, hand packing, watering, rolling in layers of specified loose thickness with 8-10 tonne road roller to achieve Design Soaked CBR but not less than 8% at a degree of compaction to minimum 98% Maximum Dry Density (MDD) (Modified Proctor) etc all complete as per direction of the Engineering-in-charge. Thickness of each layer should not be more than 125mm loose and Payment will be made on compacted thickness. (The rate excludes the cost of sand)</p>', '2023-10-17 16:23:12', '2024-02-04 06:10:52'),
(91, 24, 4, 20, 39, '3.03.1', '1', 194.53, 192.69, 185.33, 185.33, '<p>Dis(SB/BC): Dismantling of damaged sub-base and Base course works in flexible paved road of any thickness by appropriate mechanical means and removing the debris to a safe distance, stacking properly including all tools and plants, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:27:04', '2024-02-04 06:10:52'),
(92, 24, 4, 20, 39, '3.03.2', '1', 453.85, 448.33, 431.77, 431.77, '<p>S&amp;C(SB): Labour for mixing, spreading &amp; compacting of Sub-base consisting of sand and crusher run aggregate made of well burnt picked 1st class bricks or stone having compacted thickness as per specifications including local handling, hand packing, watering, dry rolling followed by wet rolling in layers of specified loose thickness with 8-10 tonne road roller to achieve Design soaked CBR but not less than 30% at a degree of compaction to minimum 98% (Modified Proctor) etc. all complete as per direction of the Engineering-in- charge. Thickness of each layer should not be more than 100mm loose and Payment will be made on compacted thickness. (The rate excludes the cost of sand, brick/stone aggregates)</p>', '2023-10-17 16:29:18', '2024-02-04 06:10:52'),
(93, 24, 4, 20, 39, '3.03.3.1', '1', 4358.62, 4350.50, 4185.65, 4185.65, '<p>SBBC(FM-0.5): Providing compacted aggregate sand sub-base course with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 &amp; sand of minimum FM 0.50 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 30% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:31:39', '2024-02-04 06:10:52'),
(94, 24, 4, 20, 39, '3.03.3.2', '1', 4294.87, 4246.05, 4077.12, 4112.20, '<p>SBBC(FM&lt;0.5): Providing compacted aggregate sand sub-base course with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 &amp; locally available sand (Passing &lt;=15% through #200 sieve) mixed in proportion 1:1 by volume placed in layer(s) to give a maximum compacted thickness of 100mm in a single appropriate layer, mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 30% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:33:24', '2024-02-04 06:10:52'),
(95, 24, 4, 20, 39, '3.03.3.3', '1', 4076.19, 4116.15, 3661.79, 3984.91, '<p>SBSL (FM-0.5): Providing compacted aggregate sand sub-base course with 38mm down local Crushed stone (Louva) chips mixed with Bholaganj crushed stone chips, as necessary, having LAA value not exceeding 40 &amp; sand of minimum FM 0.50 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 30% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:35:16', '2024-02-04 06:10:52'),
(96, 24, 4, 20, 39, '3.03.3.4', '1', 4399.32, 4388.85, 4209.30, 4209.30, '<p>SBBC(FM-0.8): Providing compacted aggregate sand sub-base course with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 &amp; sand of minimum FM 0.80 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 35% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:36:48', '2024-02-04 06:10:52'),
(97, 24, 4, 20, 39, '3.03.4.1', '1', 5767.16, 5750.78, 5510.49, 5510.49, '<p>SBBC(70:30): Providing compacted aggregate sand sub-base course with 38mm down brick chips made of 1st class picked brick (LAA value not exceeding 40) mixed thoroughly with sand of requisite FM (FM not less than 0.8) to obtain a homogeneous mix complying with the specified grading requirement of the relevant item of Road Design standards, (Suggested mixing ratio Brick Chips 38mm downgraded 25% and 20mm downgraded 45% with 30% sand) including mixing, carrying, placing and spreading uniformly in appropriate layer to give specified compacted thickness not more than 100mm in a single layer, watering, compacting by 8-10 tonne road roller at OMC±3% to obtain each layer\'s minimum soaked CBR 50% or Design CBR at minimum compaction 98% of MDD (Modified Proctor), including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:38:13', '2024-02-04 06:10:52'),
(98, 24, 4, 20, 39, '3.03.4.2', '1', 7508.46, 7646.31, 6695.60, 6932.41, '<p>SBSC(50:50): Providing compacted aggregate sand sub-base course with 38mm down chips made of Crushed Stone (LAA value not exceeding 35) mixed thoroughly with sand of requisite FM (FM not less than 0.8) to obtain a homogeneous mix complying with the specified grading requirement of the relevant item of Road Design standards, (Suggested mixing ratio Crushed Stone 38mm downgraded 25% and 20mm downgraded 25% with 50% sand of total mix) including mixing, carrying, placing and spreading uniformly in appropriate layer to give specified compacted thickness not more than 100mm in a single layer, watering, compacting with 8-10 tonne road roller at OMC±3% to obtain each layer\'s minimum soaked CBR 50% or Design CBR at minimum compaction 98% of MDD (Modified Proctor), including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:40:08', '2024-02-04 06:10:52'),
(99, 24, 4, 20, 39, '3.03.5.1', '1', 1069.33, 1064.41, 1031.91, 1031.91, '<p>SBbySM(FM-0.5): Providing compacted aggregate sand sub-base course with 38mm down crusher run 1st class bricks/picked chips from suitable salvage materials and supplying sand of minimum FM 0.50 mixed in proportion of 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 30% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. (Excluding cost of 0.6650cum brick chips per cum work).</p>', '2023-10-17 16:41:37', '2024-02-04 06:10:52'),
(100, 24, 4, 20, 39, '3.03.5.2', '1', 1110.13, 1102.76, 1055.57, 1055.57, '<p>SBbySM(FM-0.8): Providing compacted aggregate sand sub-base course with 38mm down crusher run 1st class bricks/picked chips from suitable salvage materials and supplying sand of minimum FM 0.80 mixed in proportion of 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8-10 tonne road roller to attain each layer\'s minimum soaked CBR 35% or Design CBR at minimum compaction 98% of MDD (Modified Proctor) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. (Excluding cost of 0.6650cum brick chips per cum work).</p>', '2023-10-17 16:42:43', '2024-02-04 06:10:52'),
(101, 24, 5, 13, 39, '3.04.1.1', '1', 9.45, 9.28, 8.59, 8.59, '<p>PIEE(75mm): Labour charge for picking up the existing brick on end edging (75mm across) including staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:44:05', '2024-02-04 06:10:52'),
(102, 24, 5, 13, 39, '3.04.1.2', '1', 18.22, 17.89, 16.56, 16.56, '<p>PIEE(125mm): Labour charge for picking up the existing brick on end edging (125mm across) including staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:45:22', '2024-02-04 06:10:52'),
(103, 24, 5, 13, 39, '3.04.2.1', '1', 17.40, 17.17, 15.99, 15.99, '<p>ReEE(75mm): Labour charge for Resetting the brick on end edging (75mm across) with 1st class/picked bricks including cutting trenches true to level &amp; maintaining grade, removing earth, re-filling &amp; ramming the sides properly, including supplying and filling the gaps with local sand, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:47:07', '2024-02-04 06:10:52'),
(104, 24, 5, 13, 39, '3.04.2.2', '1', 29.02, 28.65, 26.75, 26.75, '<p>ReEE(125mm): Labour charge for Resetting the brick on end edging (125mm across) with 1st class/picked bricks including cutting trenches true to level &amp; maintaining grade, removing earth, re-filling &amp; ramming the sides properly, including supplying and filling the gaps with local sand, etc, all complete as per direction of the E-I-C.</p>', '2023-10-17 16:48:41', '2024-02-04 06:10:52'),
(105, 24, 5, 13, 39, '3.04.3.1', '1', 166.96, 166.36, 159.91, 159.91, '<p>EE (75mm): Brick on end edging (75 mm across the road) with first class or picked jhama bricks and filling the gaps with fine sand (F.M. 0.80) including cutting trenches, true to level and grade, removing earth, refilling and ramming the sides properly including cost of all materials and accepted by the Engineer-in-charge. [PWD 24.7.1]</p>', '2023-10-17 16:50:03', '2024-02-04 06:10:52'),
(106, 24, 5, 13, 39, '3.04.3.2', '1', 250.31, 249.98, 239.64, 239.64, '<p>EE(125mm): Brick on end edging (125mm across) with 1st class/picked bricks including cutting trenches true to level &amp; maintaining grade, removing earth, re-filling &amp; ramming the sides properly, including supplying and filling the gaps with local sand, etc. all complete as per direction of the E-I-C.</p>', '2023-10-17 16:51:13', '2024-02-04 06:10:52'),
(107, 24, 6, 20, 39, '3.05.1.1', '1', 5300.76, 5283.58, 5073.76, 5073.76, '<p>20mm downgraded</p>', '2023-10-17 18:43:49', '2024-02-04 06:10:52'),
(108, 24, 6, 20, 39, '3.05.1.2', '1', 5131.43, 5116.70, 4914.24, 4914.24, '<p>40mm downgraded</p>', '2023-10-17 18:48:44', '2024-02-04 06:10:52'),
(109, 24, 6, 20, 39, '3.05.1.3', '1', 4978.05, 4965.78, 4770.07, 4770.07, '<p>50mm downgraded</p>', '2023-10-17 18:51:29', '2024-02-04 06:10:52'),
(110, 24, 6, 20, 39, '3.05.1.4', '1', 4877.43, 4866.39, 4674.97, 4674.97, '<p>63mm downgraded</p>', '2023-10-17 18:52:46', '2024-02-04 06:10:52'),
(111, 24, 6, 20, 39, '3.05.1.5', '1', 4799.77, 4782.95, 4595.22, 4595.22, '<p>80mm downgraded</p>', '2023-10-17 18:55:17', '2024-02-04 06:10:52'),
(112, 24, 6, 20, 39, '3.05.2.1', '1', 552.16, 533.76, 506.15, 506.15, '<p>20mm downgraded</p>', '2023-10-17 18:58:51', '2024-02-04 06:10:52'),
(113, 24, 6, 20, 39, '3.05.2.2', '1', 441.73, 427.01, 404.92, 404.92, '<p>40mm downgraded</p>', '2023-10-17 19:00:34', '2024-02-04 06:10:52'),
(114, 24, 6, 20, 39, '3.05.2.3', '1', 368.11, 355.84, 337.43, 337.43, '<p>50mm downgraded</p>', '2023-10-17 19:16:21', '2024-02-04 06:10:52'),
(115, 24, 6, 20, 39, '3.05.2.4', '1', 331.30, 320.25, 303.69, 303.69, '<p>63mm downgraded</p>', '2023-10-17 19:18:02', '2024-02-04 06:10:52'),
(116, 24, 6, 20, 39, '3.05.2.5', '1', 294.49, 284.67, 269.95, 269.95, '<p>80mm downgraded</p>', '2023-10-17 19:19:28', '2024-02-04 06:10:52'),
(117, 24, 6, 20, 39, '3.05.3.1', '1', 9100.68, 9299.45, 7857.27, 8265.25, '<p>20mm downgraded</p>', '2023-10-17 19:24:22', '2024-02-04 06:10:52'),
(118, 24, 6, 20, 39, '3.05.3.2', '1', 8953.43, 9157.12, 7722.29, 8130.28, '<p>40mm downgraded</p>', '2023-10-17 19:25:54', '2024-02-04 06:10:52'),
(119, 24, 6, 20, 39, '3.05.3.3', '1', 8806.19, 9014.78, 7587.32, 7995.31, '<p>50mm downgraded</p>', '2023-10-17 19:27:28', '2024-02-04 06:10:52'),
(120, 24, 6, 20, 39, '3.05.3.4', '1', 8622.13, 8836.86, 7418.61, 7826.59, '<p>63mm downgraded</p>', '2023-10-17 19:28:50', '2024-02-04 06:10:52'),
(121, 24, 6, 20, 39, '3.05.3.5', '1', 8438.08, 8658.95, 7249.89, 7657.88, '<p>80mm downgraded</p>', '2023-10-17 19:30:02', '2024-02-04 06:10:52'),
(122, 24, 6, 20, 39, '3.05.4.1', '1', 5067.68, 5059.52, 4850.74, 4850.74, '<p>S&amp;SBC(WG): Supplying and spreading 50mm downgraded crusher run 1st class and Picked brick chips of LAA value not exceeding 40% including supplying of required amount of 12mm downgraded chips made of same quality bricks to fill the voids including cost of materials, spreading uniformly in layers of specified loose thickness on road surface maintaining grade, camber and super elevation, etc. all complete as per direction of the E-I- C. Measurement will be made on loose volume.</p>', '2023-10-17 19:31:15', '2024-02-04 06:10:52'),
(123, 24, 6, 20, 39, '3.05.4.2', '1', 8729.07, 8971.04, 8041.94, 8272.62, '<p>S&amp;SSC(WG): Supplying and spreading 50mm downgraded crusher run stone chips of LAA value not exceeding 35% including supplying of required amount of 12mm downgraded chips made of same quality stone to fill the voids including cost of materials, spreading uniformly in layers of specified loose thickness on road surface maintaining grade, camber and super elevation, etc. all complete as per direction of the E-I-C. Measurement will be made on loose volume.</p>', '2023-10-17 19:33:14', '2024-02-04 06:10:52'),
(124, 24, 6, 20, 39, '3.05.5.1', '1', 2024.59, 1957.11, 1855.88, 1855.88, '<p>20mm downgraded</p>', '2023-10-17 19:51:40', '2024-02-04 06:10:52'),
(125, 24, 6, 20, 39, '3.05.5.2', '1', 1840.54, 1779.19, 1687.16, 1687.16, '<p>40mm downgraded</p>', '2023-10-17 19:53:10', '2024-02-04 06:10:52'),
(126, 24, 6, 20, 39, '3.05.5.3', '1', 1472.43, 1423.35, 1349.73, 1349.73, '<p>50mm downgraded</p>', '2023-10-17 19:56:53', '2024-02-04 06:10:52'),
(127, 24, 6, 20, 39, '3.05.5.4', '1', 1288.38, 1245.43, 1181.01, 1181.01, '<p>63mm downgraded</p>', '2023-10-17 19:58:42', '2024-02-04 06:10:52'),
(128, 24, 6, 20, 39, '3.05.5.5', '1', 1104.32, 1067.51, 1012.30, 1012.30, '<p>75mm downgraded</p>', '2023-10-17 20:00:28', '2024-02-04 06:10:52'),
(129, 24, 6, 20, 39, '3.05.6.01', '1', 596.03, 593.94, 581.73, 581.73, '<p>Degree of compaction: minimum 98% of MDD (Modified Proctor)</p>', '2023-10-17 20:02:13', '2024-02-04 06:10:52'),
(130, 24, 6, 20, 39, '3.05.6.02', '1', 698.10, 696.03, 683.68, 683.68, '<p>Degree of compaction: 100% of MDD (Modified Proctor)</p>', '2023-10-17 20:03:38', '2024-02-04 06:10:52'),
(131, 24, 6, 20, 39, '3.05.7.1.01', '1', 6966.94, 6951.51, 6677.63, 6677.63, '<p>Degree of compaction: minimum 98% of MDD (Modified Proctor)</p>', '2023-10-17 20:05:04', '2024-02-04 06:10:52'),
(132, 24, 6, 20, 39, '3.05.7.1.02', '1', 7371.41, 7355.73, 7069.63, 7069.63, '<p>Degree of compaction: 100% of MDD (Modified Proctor)</p>', '2023-10-17 20:06:26', '2024-02-04 06:10:52'),
(133, 24, 6, 20, 39, '3.05.7.2.01', '1', 7468.51, 7452.95, 7177.92, 7177.92, '<p>Degree of compaction: minimum 98% of MDD (Modified Proctor)</p>', '2023-10-17 21:25:32', '2024-02-04 06:10:52'),
(134, 24, 6, 20, 39, '3.05.7.2.02', '1', 7998.35, 7982.44, 7694.78, 7694.78, '<p>Degree of compaction: 100% of MDD (Modified Proctor)</p>', '2023-10-17 21:27:32', '2024-02-04 06:10:52'),
(135, 24, 6, 20, 39, '3.05.8.1.01', '1', 9073.93, 9284.61, 8402.74, 8616.25, '<p>Degree of compaction: minimum 98% of MDD (Modified Proctor)</p>', '2023-10-17 21:34:32', '2024-02-04 06:10:52'),
(136, 24, 6, 20, 39, '3.05.8.1.02', '1', 9583.74, 9805.48, 8881.00, 9105.18, '<p>Degree of compaction: 100% of MDD (Modified Proctor)</p>', '2023-10-17 21:36:06', '2024-02-04 06:10:52'),
(137, 24, 6, 20, 39, '3.05.8.2.01', '1', 9993.64, 10145.43, 9065.46, 9333.32, '<p>Degree of compaction: minimum 98% of MDD (Modified Proctor)</p>', '2023-10-17 21:37:56', '2024-02-04 06:10:52'),
(138, 24, 6, 20, 39, '3.05.8.2.02', '1', 10649.74, 10809.54, 9676.69, 9957.94, '<p>Degree of compaction: 100% of MDD (Modified Proctor)</p>', '2023-10-17 21:43:31', '2024-02-04 06:10:52'),
(139, 24, 7, 2, 39, '3.06.1.1', '1', 153.99, 152.89, 155.45, 155.45, '<p>PCHD@1.2: Providing Prime coat @1.2 liter/sqm with cut back bitumen to be prepared by cutting back 60/70 penetration grade straight run bitumen (conforming to the requirements of ASTM/ AASHTO in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of the surface and will be decided by field trials, the correct quantity that is completely absorbed within 24 hours including carefully cleaning of the surface of the granular base material to be primed and spraying cut back bitumen at a temperature from 100°C to 120°C by appropriate hand device, etc. complete as per direction of the E-I-C. [Retail]</p>', '2023-10-18 12:59:43', '2024-02-04 06:10:52'),
(140, 24, 7, 2, 39, '3.06.1.1.01', '1', 151.04, 148.97, 152.51, 152.51, '<p>PCHD@1.2: Providing Prime coat @1.2 liter/sqm with cut back bitumen to be prepared by cutting back 60/70 penetration grade straight run bitumen (conforming to the requirements of ASTM/ AASHTO in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of the surface and will be decided by field trials, the correct quantity that is completely absorbed within 24 hours including carefully cleaning of the surface of the granular base material to be primed and spraying cut back bitumen at a temperature from 100°C to 120°C by appropriate hand device, etc. complete as per direction of the E-I-C. [Bulk]</p>', '2023-10-18 13:01:21', '2024-02-04 06:10:52'),
(141, 24, 7, 2, 39, '3.06.1.2', '1', 155.62, 154.54, 157.15, 157.15, '<p>PCMD@1.2: Providing Prime coat @1.2 liter/sqm with cut back bitumen to be prepared by cutting back 60/70 penetration grade straight run bitumen (conforming to the requirements of ASTM/ AASHTO in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of the surface and will be decided by field trials, the correct quantity that is completely absorbed within 24 hours including carefully cleaning of the surface of the granular base material to be primed and spraying cut back bitumen at a temperature from 100°C to 120°C by mechanical distributor, etc. complete as per direction of the E-I- C.[Retail]</p>', '2023-10-18 13:02:15', '2024-02-04 06:10:52'),
(142, 24, 7, 2, 39, '3.06.1.2.01', '1', 152.68, 150.62, 154.20, 154.20, '<p>PCMD@1.2: Providing Prime coat @1.2 liter/sqm with cut back bitumen to be prepared by cutting back 60/70 penetration grade straight run bitumen (conforming to the requirements of ASTM/ AASHTO in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of the surface and will be decided by field trials, the correct quantity that is completely absorbed within 24 hours including carefully cleaning of the surface of the granular base material to be primed and spraying cut back bitumen at a temperature from 100°C to 120°C by mechanical distributor, etc. complete as per direction of the E-I- C.[Bulk]</p>', '2023-10-18 13:03:16', '2024-02-04 06:10:52'),
(143, 24, 7, 2, 39, '3.06.2.1', '1', 64.89, 64.16, 65.62, 65.62, '<p>TCHD@0.5: Providing tack coat @0.50kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by appropriate hand device at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E- I-C.[Retail]</p>', '2023-10-18 13:04:06', '2024-02-04 06:10:52'),
(144, 24, 7, 2, 39, '3.06.2.1.01', '1', 63.04, 61.71, 63.77, 63.77, '<p>TCHD@0.5: Providing tack coat @0.50kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by appropriate hand device at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E- I-C.[Bulk]</p>', '2023-10-18 13:05:25', '2024-02-04 06:10:52'),
(145, 24, 7, 2, 39, '3.06.2.2', '1', 94.55, 93.52, 95.90, 95.90, '<p>TCHD@0.75: Providing tack coat @0.75kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by appropriate hand device at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E- I-C [Retail]</p>', '2023-10-18 16:59:14', '2024-02-04 06:10:52'),
(146, 24, 7, 2, 39, '3.06.2.2.01', '1', 91.79, 89.84, 93.14, 93.14, '<p>TCHD@0.75: Providing tack coat @0.75kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by appropriate hand device at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E- I-C.[Bulk]</p>', '2023-10-18 17:00:30', '2024-02-04 06:10:52'),
(147, 24, 7, 2, 39, '3.06.2.3', '1', 67.65, 66.93, 68.39, 68.39, '<p>TCMD@0.5: Providing tack coat @0.50kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by mechanical distributor at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E-I- C. [Retail]</p>', '2023-10-18 17:34:57', '2024-02-04 06:10:52'),
(148, 24, 7, 2, 39, '3.06.2.3.01', '1', 65.81, 64.48, 66.55, 66.55, '<p>TCMD@0.5: Providing tack coat @0.50kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by mechanical distributor at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E-I-C. [Bulk]</p>', '2023-10-18 17:36:09', '2024-02-04 06:10:52'),
(149, 24, 7, 2, 39, '3.06.2.4', '1', 97.32, 96.29, 98.67, 98.67, '<p>TCMD@0.75: Providing tack coat @0.75kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by mechanical distributor at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E-I- C. [Retail]</p>', '2023-10-18 17:37:06', '2024-02-04 06:10:52'),
(150, 24, 7, 2, 39, '3.06.2.4.01', '1', 94.56, 92.61, 95.91, 95.91, '<p>TCMD@0.75: Providing tack coat @0.75kg/sqm with 60/70 penetration grade straight run bitumen complying with the requirements of ASTM/AASHTO applied by mechanical distributor at a temperature between 175°C and 185°C including heating bitumen, surface cleaning, etc. all complete as per direction of the E-I-C. [Bulk]</p>', '2023-10-18 17:38:15', '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
(151, 24, 7, 2, 39, '3.06.3.1.01', '1', 178.23, 176.74, 177.69, 178.12, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-18 17:39:30', '2024-02-04 06:10:52'),
(152, 24, 7, 2, 39, '3.06.3.1.02', '1', 174.84, 172.22, 174.30, 174.73, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-18 17:40:37', '2024-02-04 06:10:52'),
(153, 24, 7, 2, 39, '3.06.3.2.01', '1', 360.69, 358.27, 357.93, 359.64, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-18 18:11:12', '2024-02-04 06:10:52'),
(154, 24, 7, 2, 39, '3.06.3.2.02', '1', 354.20, 349.62, 351.44, 353.15, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-18 18:12:24', '2024-02-04 06:10:52'),
(155, 24, 7, 2, 39, '3.06.4.1.01', '1', 576.47, 574.37, 561.98, 568.39, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-18 18:13:44', '2024-02-04 06:10:52'),
(156, 24, 7, 2, 39, '3.06.4.1.02', '1', 567.96, 563.02, 553.47, 559.88, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-18 18:14:57', '2024-02-04 06:10:52'),
(157, 24, 7, 2, 39, '3.06.4.2.01', '1', 641.74, 638.72, 629.41, 635.38, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-18 18:17:10', '2024-02-04 06:10:52'),
(158, 24, 7, 2, 39, '3.06.4.2.02', '1', 630.89, 624.24, 618.56, 624.52, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-18 18:19:16', '2024-02-04 06:10:52'),
(159, 24, 7, 2, 39, '3.06.5.1', '1', 912.23, 910.75, 887.64, 896.57, '<p>40mmBC (BG-60/70): Providing 40mm thick (minimum) compacted pre-mixed bituminous carpeting to be prepared using 25mm downgraded crushed stone chips (LAA value &lt;= 30%) to comply the gradation as specified, mixed with heated bitumen of 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C-155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C-160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly, maintaining specified camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C. including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the E-I-C. The bitumen in the mix shall be between @4.5% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis). [Retail]</p>', '2023-10-18 18:21:01', '2024-02-04 06:10:52'),
(160, 24, 7, 2, 39, '3.06.5.1.01', '1', 898.68, 892.68, 874.09, 883.02, '<p>40mmBC (BG-60/70): Providing 40mm thick (minimum) compacted pre-mixed bituminous carpeting to be prepared using 25mm downgraded crushed stone chips (LAA value &lt;= 30%) to comply the gradation as specified, mixed with heated bitumen of 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C-155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C-160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly, maintaining specified camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C. including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the E-I-C. The bitumen in the mix shall be between @4.5% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis). [Bulk]</p>', '2023-10-18 18:22:28', '2024-02-04 06:10:52'),
(161, 24, 7, 2, 39, '3.06.5.2', '1', 1008.42, 1005.76, 986.24, 994.68, '<p>40mmDC (BG-60/70): Providing 40mm thick (minimum) compacted pre-mixed bituminous surfacing-wearing course with 25mm downgraded crushed stone chips (LAA value &lt;= 30%) complying with the specified grading requirement of the relevant item of Road Design standards, water absorption not t&gt;2\\% , flakiness index not &gt;35% mixed with 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C 155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C-160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly on the road surface in single appropriate layer to give specified compacted thickness, maintaining specified camber, grade and super-elevation. The mixture should be rolled at a temperature not below 90°C with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction, including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per the direction of the E-I-C. The bitumen in the mix shall be between @ 5.0% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis). [Retail]</p>', '2023-10-18 18:23:55', '2024-02-04 06:10:52'),
(162, 24, 7, 2, 39, '3.06.5.2.01', '1', 991.74, 983.52, 969.56, 978.00, '<p>40mmDC (BG-60/70): Providing 40mm thick (minimum) compacted pre-mixed bituminous surfacing - wearing course with 25mm downgraded crushed stone chips (LAA value &lt;=30\\% ) complying with the specified grading requirement of the relevant item of Road Design standards, water absorption not &gt;2%, flakiness index not &gt;35% mixed with 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C. 155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C-160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly on the road surface in single appropriate layer to give specified compacted thickness, maintaining specified camber, grade and super-elevation. The mixture should be rolled at a temperature not below 90°C with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction, including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per the direction of the E-I-C The bitumen in the mix shall be between @ 5.0% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis).[Bulk]&nbsp;</p>', '2023-10-18 18:25:54', '2024-02-04 06:10:52'),
(163, 24, 7, 2, 39, '3.06.6', '1', 1140.56, 1139.21, 1107.87, 1119.10, '<p>50mmBC (BG-60/70): Providing 50mm thick (minimum) compacted pre-mixed bituminous carpeting to be prepared using 25mm downgraded stone-chips (LAA value &lt;= 30%) of gradation as specified, mixed with heated bitumen of 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C -155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C- 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly, maintaining specified camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the E-I-C. The bitumen in the mix shall be between @4.5% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis) [Retail]</p>', '2023-10-18 18:27:16', '2024-02-04 06:10:52'),
(164, 24, 7, 2, 39, '3.06.6.01', '1', 1123.62, 1116.63, 1090.93, 1102.16, '<p>50mmBC (BG-60/70): Providing 50mm thick (minimum) compacted pre-mixed bituminous carpeting to be prepared using 25mm downgraded stone-chips (LAA value &lt;= 30%) of gradation as specified, mixed with heated bitumen of 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. The bitumen and stone-chips shall be separately heated to a temperature 140°C -155°C and 150°C-170°C respectively before mixing. The mixing shall be done at temperature between 140°C- 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly, maintaining specified camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate Steel Drum Roller (3-5 tons) &amp; pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the E-I-C. The bitumen in the mix shall be between @4.5% to 5.5% by weight of total mix or as determined by job mix design. (In order to achieve the specified grading a blending of nominal maximum size of 25mm, 19mm, 12mm, 6mm crushed stone chips and stone dust is suggested and proportion will have to determine by the laboratory analysis).[Bulk]</p>', '2023-10-18 18:28:36', '2024-02-04 06:10:52'),
(165, 24, 7, 20, 39, '3.06.7.01', '1', 27166.82, 27081.20, 26734.73, 26988.55, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-18 18:30:09', '2024-02-04 06:10:52'),
(166, 24, 7, 20, 39, '3.06.7.02', '1', 26749.83, 26525.21, 26317.74, 26571.55, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-18 18:31:41', '2024-02-04 06:10:52'),
(167, 24, 7, 20, 39, '3.06.8.1', '1', 25816.16, 25886.82, 25259.37, 25603.09, '<p>A. For Grading -1 (25mm nominal size, 50-75mm thick) [Bitumen Grade 60/70, Retail]</p>', '2023-10-18 18:34:17', '2024-02-04 06:10:52'),
(168, 24, 7, 20, 39, '3.06.8.2', '1', 25632.57, 25648.15, 24920.91, 25256.35, '<p>B. For Grading -2 (40mm nominal size, 75-100mm thick.) [Bitumen Grade 60/70, Retail]</p>', '2023-10-18 18:35:55', '2024-02-04 06:10:52'),
(169, 24, 7, 20, 39, '3.06.8.3', '1', 25477.35, 25435.07, 24920.56, 25264.28, '<p>C. For Grading-1 (25mm nominal size, 50-75mm thick) [Bitumen Grade 60/70, Bulk]</p>', '2023-10-18 18:37:49', '2024-02-04 06:10:52'),
(170, 24, 7, 20, 39, '3.06.8.4', '1', 25302.45, 25207.99, 24590.79, 24926.23, '<p>D. For Grading -2 (40mm nominal size, 75-100mm thick.) [Bitumen Grade 60/70, Bulk]</p>', '2023-10-18 18:39:19', '2024-02-04 06:10:52'),
(171, 24, 8, 2, 39, '3.07.1', '1', 46.83, 46.52, 46.07, 46.07, '<p>PS: 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.</p>', '2023-10-18 18:42:00', '2024-02-04 06:10:52'),
(172, 24, 8, 20, 39, '3.07.2.1', '1', 11201.46, 11131.99, 10843.94, 10832.80, '<p>RCC-17BCCM(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with picked brick chips and minimum cement contents relates to nominal mix ratio 1:2:4 and maximum water cement ratio 0.45 having minimum required average strength fcr = 24 Mpa and satisfying specified minimum compressive strength f\'c = 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-M 42.5N, best quality sand [50% quantity of medium sand (FM. 1.2) and 50% quantity of coarse sand of equivalent FM = 2.2] and 25mm down well graded picked brick chips (LAA value &amp; maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33 including breaking chips and screening, making, placing steel shutter in position and maintaining true to the alignment, making shutter water-tight properly, placing reinforcement in position, mixing in a batching and mixing plant as per approved mix design unless otherwise approved by the Engineer, transported to site, laid with a fixed form, compacting by vibrator machine and finished in a continuous operation including provision of contraction, expansion and longitudinal joints, joint filler, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, as per drawing complete, etc. all complete approved and accepted by the E-I-C. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. (Rate is excluding the cost of all reinforcement and its fabrication, admixtures and joint sealant, etc.) [Retail]</p>', '2023-10-18 18:44:07', '2024-02-04 06:10:52'),
(173, 24, 8, 20, 39, '3.07.2.1.01', '1', 10932.55, 10863.59, 10577.69, 10566.63, '<p>RCC-17BCCM(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with picked brick chips and minimum cement contents relates to nominal mix ratio 1:2:4 and maximum water cement ratio 0.45 having minimum required average strength fcr = 24 Mpa and satisfying specified minimum 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-M 42.5N, best quality sand [50% quantity of medium sand (FM. 1.2) and 50% quantity of coarse sand of equivalent FM = 2.2] and 25mm down well graded picked brick chips (LAA value &amp; maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33 including breaking chips and screening, making, placing steel shutter in position and maintaining true to the alignment, making shutter water-tight properly, placing reinforcement in position, mixing in a batching and mixing plant as per approved mix design unless otherwise approved by the Engineer, transported to site, laid with a fixed form, compacting by vibrator machine and finished in a continuous operation including provision of contraction, expansion and longitudinal joints, joint filler, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, as per drawing complete, etc. all complete approved and accepted by the E-I-C. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. (Rate is excluding the cost of all reinforcement and its fabrication, admixtures and joint sealant, etc.) [Bulki]</p>', '2023-10-18 18:45:35', '2024-02-04 06:10:52'),
(174, 24, 8, 20, 39, '3.07.2.2', '1', 11911.68, 11860.82, 11570.36, 11563.98, '<p>RCC-20BCCM(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with picked brick chips and minimum cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 28.5 Mpa and satisfying a compressive strength fc = 20 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-M 42.5N, with best quality coarse sand (FM. 2.2) and 25mm down well graded picked brick chips (LAA value &amp; maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33 including breaking chips and screening, making, placing steel shutter in position and maintaining true to the alignment, making shutter water-tight properly, placing reinforcement in position, mixing in a batching and mixing plant as per approved mix design unless otherwise approved by the Engineer, transported to site, laid with a fixed form, compacting by vibrator machine and finished in a continuous operation including provision of contraction, expansion and longitudinal joints, joint filler, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, as per drawing complete, etc. all complete approved and accepted by the E-I-C. Additional quantity of cement to be added if required to attain the specified strength at the contractors own cost. (Rate is excluding the cost of all reinforcement and its fabrication, admixtures and joint sealant, etc.) [Retail]</p>', '2023-10-18 18:49:53', '2024-02-04 06:10:52'),
(175, 24, 8, 20, 39, '3.7.2.2.01', '1', 11586.89, 11536.42, 11248.12, 11241.78, '<p>RCC-20BCCM(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with picked brick chips and minimum cement content relates to mix ratio 1:1.5:3 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 28.5 Mpa and satisfying a compressive strength fc = 20 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-M 42.5N, with best quality coarse sand (FM. 2.2) and 25mm down well graded picked brick chips (LAA value &amp; maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33 including breaking chips and screening, making, placing steel shutter in position and maintaining true to the alignment, making shutter water-tight properly, placing reinforcement in position, mixing in a batching and mixing plant as per approved mix design unless otherwise approved by the Engineer, transported to site, laid with a fixed form, compacting by vibrator machine and finished in a continuous operation including provision of contraction, expansion and longitudinal joints, joint filler, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, as per drawing complete, etc. all complete approved and accepted by the E-I-C. Additional quantity of cement to be added if required to attain the specified strength at the contractors own cost. (Rate is excluding the cost of all reinforcement and its fabrication, admixtures and joint sealant, etc.) [Bulk]</p>', '2023-10-18 18:51:51', '2024-02-04 06:10:52'),
(176, 24, 8, 20, 39, '3.07.3.1', '1', 16210.36, 16330.30, 15313.13, 15527.03, '<p>RCC-20SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with crushed stone chips and minimum cement content relates to mix ratio 1:2:4 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 28.5 Mpa and satisfying a compressive strength fc = 20 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-M 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), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, including steel form work with sturdy M.S. channel sections, making provision for expansion, construction, longitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. All complete approved and accepted by the E-I-C. Note: minimum Cement content considered in M-20 is @300kg/cum. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. [Retail]</p>', '2023-10-18 18:53:30', '2024-02-04 06:10:52'),
(177, 24, 8, 20, 39, '3.07.3.1.01', '1', 15552.69, 15669.13, 14681.59, 14889.26, '<p>RCC-20SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with crushed stone chips and minimum cement content relates to mix ratio 1:2:4 and maximum water cement ratio 0.4 having minimum required average strength, fcr = 28.5 Mpa and satisfying a compressive strength fc = 20 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-M 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), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, including steel form work with sturdy M.S. channel sections, making provision for expansion, construction, langitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. All complete approved and accepted by the E-I-C. Note: minimum Cement content considered in M-20 is @300kg/cum. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. [Bulk]</p>', '2023-10-18 18:57:55', '2024-02-04 06:10:52'),
(178, 24, 8, 13, 39, '3.07.3.10.1', '1', 182.50, 126.49, 121.79, 121.79, '<p>12 mm dia wall thickness 1.7 mm - 2.8 mm</p>', '2023-10-18 18:59:19', '2024-02-04 06:10:52'),
(179, 24, 8, 13, 39, '3.07.3.10.2', '1', 145.61, 143.59, 138.89, 138.89, '<p>19 mm dia wall thickness 1.9 mm - 2.9 mm</p>', '2023-10-18 19:00:41', '2024-02-04 06:10:52'),
(180, 24, 8, 13, 39, '3.07.3.10.3', '1', 186.66, 184.65, 179.95, 179.95, '<p>25 mm dia wall thickness 2.2 mm - 3.4 mm</p>', '2023-10-18 20:03:30', '2024-02-04 06:10:52'),
(181, 24, 8, 13, 39, '3.07.3.10.4', '1', 217.24, 215.23, 210.53, 210.53, '<p>32 mm dia wall thickness 2.7 mm - 3.6 mm</p>', '2023-10-18 20:07:17', '2024-02-04 06:10:52'),
(182, 24, 8, 13, 39, '3.07.3.10.5', '1', 240.18, 238.17, 233.47, 233.47, '<p>37 mm dia wall thickness 2.5 mm - 3.1 mm</p>', '2023-10-18 20:09:02', '2024-02-04 06:10:52'),
(183, 24, 8, 20, 39, '3.07.3.2', '1', 17162.73, 17283.37, 16247.57, 16466.23, '<p>RCC-25SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with crushed stone chips and minimum cement content relates 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-M 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), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, including steel form-work with sturdy M.S. channel sections, making provision for expansion, construction, longitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. All complete approved and accepted by the E-I-C. Note: minimum Cement content considered in M-25 is @385kg/cum. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. [Retail]</p>', '2023-10-18 20:10:54', '2024-02-04 06:10:52'),
(184, 24, 8, 20, 39, '3.07.3.2.01', '1', 16426.73, 16543.86, 15538.23, 15750.52, '<p>RCC-25SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared sub-base with crushed stone chips and minimum cement content relates 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-M 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), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, induding steel form-work with sturdy M.S. channel sections, making provision for expansion, construction, longitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. All complete approved and accepted by the E-I-C. Note: minimum Cement content considered in M-25 is @385kg/cum. Additional quantity of cement to be added if required to attain the strength at the contractor\'s own cost. [Bulk]</p>', '2023-10-18 20:28:55', '2024-02-04 06:10:52'),
(185, 24, 8, 20, 39, '3.07.3.3', '1', 18321.96, 18414.62, 17432.07, 17630.59, '<p>RCC-30SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared base/sub-base with minimum cement content and maximum water cement ratio as specified by the laboratory through mix design 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-1 52.5N /ASTM C150 Type-1, high range water reducing admixture of complying type F/ G under ASTM C-494 (Doses of admixture to be fixed by the mix design) for smart dynamic concrete (i.e. Low fines self-compacting concrete), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, including steel form-work with sturdy M.S. channel sections, making provision for expansion, construction, longitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. Note: minimum Cement content considered in M-30 is @ 440kg/cum. Additional quantity of cement to be added if required to attain the required strength at the contractor\'s own cost. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. (Note: Using Batching Plant, Transit Mixer &amp; Concrete Pump). [Retail]</p>', '2023-10-18 20:30:21', '2024-02-04 06:10:52'),
(186, 24, 8, 20, 39, '3.07.3.3.01', '1', 17353.94, 17443.91, 16489.97, 16682.71, '<p>RCC-30SCBP(RW): Providing and laying reinforced, dowel jointed, cement concrete pavement over a prepared base/sub-base with minimum cement content and maximum water cement ratio as specified by the laboratory through mix design 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-I 52.5N/ASTM C150 Type-1, high range water reducing admixture of complying type F/G under ASTM C-494 (Doses of admixture to be fixed by the mix design) for smart dynamic concrete (i.e. Low fines self-compacting concrete), using coarse sand of minimum FM 2.50 and graded stone aggregate of 38 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, mixing in mechanized batch mix plant, transported to site, laid with a fixed form (pumping using line pump or boom placer), laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber/super elevation, finishing with required texture, including steel form-work with sturdy M.S. channel sections, making provision for expansion, construction, longitudinal joints, including groove cutting by groove/saw cutting machine for contraction joints (12 mm wide x 50 mm deep), providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of reinforcement and its fabrication, placing, binding and, dowel bar for expansion/longitudinal joints and joint sealant etc. is not included but the cost of admixture is included in this unit rate. Note: minimum Cement content considered in M-30 is @ 440kg/cum. Additional quantity of cement to be added if required to attain the required strength at the contractor\'s own cost. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work.</p><p>(Note: Using Batching Plant, Transit Mixer &amp; Concrete Pump). [Bulk]</p>', '2023-10-18 20:32:36', '2024-02-04 06:10:52'),
(187, 24, 8, 20, 39, '3.07.3.6.01', '1', 18447.08, 18539.74, 17557.19, 17765.19, '<p>Specified Compressive Strength f\'c=30MPa and Mix design Compressive Strength fcr=40MPa. [Retail]</p>', '2023-10-18 20:36:02', '2024-02-04 06:10:52'),
(188, 24, 8, 20, 39, '3.07.3.6.02', '1', 17633.70, 17723.67, 16769.73, 16971.68, '<p>Specified Compressive Strength f\'c=30MPa and Mix design Compressive Strength fcr=40MPa. [Bulk]</p>', '2023-10-18 20:41:38', '2024-02-04 06:10:52'),
(189, 24, 8, 13, 39, '3.07.3.9.01', '1', 96.99, 96.14, 93.62, 93.62, '<p>Bitumen Sealant</p>', '2023-10-18 20:43:05', '2024-02-04 06:10:52'),
(190, 24, 8, 13, 39, '3.07.3.9.02', '1', 378.17, 377.31, 374.80, 374.80, '<p>Silicon Sealant</p>', '2023-10-18 20:45:26', '2024-02-04 06:10:52'),
(191, 24, 8, 13, 39, '3.07.4', '1', 1222.81, 1213.59, 1172.27, 1187.89, '<p>KS(RW): Manufacturing, Supplying and Fixing of cement concrete kerb stone with top and bottom thickness 120mm and 150mm respectively, width 380mm and height 550mm as per approved drawing for side of footpath/median/road island etc. using steel shutter, with 6mm downgraded Stone Chips of LAA value $35%, sand (FM&gt;=2.2) and minimum cement conforming to BDS EN 197-1 2003 CEM-II/A-M 42.5N content relates to mix ratio 1:2:4 satisfying specified minimum required average strength, for = 28.5 MPa and satisfying a compressive strength f\'c = 20 MPa at 28 days on standard cylinders, including grading, washings stone chips, mixing in standard mixture machine, casting in forms, making shutter water- tight properly, compacting by vibrator machine and curing for at least 28 days, including preparation kerb foundation, true to level, maintaining alignment and height, including carrying and placing kerb stone, filling interstices of kerb stone tightly with cement mortar (1:4), raking out joints, cleaning and soaking kerb stone at least for 24 hours before use, curing for requisite period, etc. all complete as per drawing and direction of the E-I-C.</p>', '2023-10-18 20:46:52', '2024-02-04 06:10:52'),
(192, 24, 9, 2, 39, '3.08.1.1', '1', 22.27, 21.87, 20.25, 20.25, '<p>PIBFS: Labour charge for picking up the existing brick flat (BFS) soling and staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 20:54:30', '2024-02-04 06:10:52'),
(193, 24, 9, 2, 39, '3.08.1.2', '1', 33.74, 33.13, 30.68, 30.68, '<p>PIHBB: Labour charge for picking up the existing HBB and staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 20:56:21', '2024-02-04 06:10:52'),
(194, 24, 9, 2, 39, '3.08.2.1', '1', 50.28, 49.76, 46.60, 46.60, '<p>ReBFS(FM-0.50): Labour charge for Resetting of Single layer brick flat soling (BFS) with 1st class or picked bricks, true to level, maintaining camber/super elevation and grade including carrying bricks, supplying and filling the interstices tightly with sand of minimum FM 0.50, etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 20:57:44', '2024-02-04 06:10:52'),
(195, 24, 9, 2, 39, '3.08.2.2', '1', 51.02, 50.45, 47.03, 47.03, '<p>ReBFS(FM-0.80): Labour charge for Resetting of Single layer brick flat soling (BFS) with 1st class or picked bricks, true to level, maintaining camber/super elevation and grade including carrying bricks, supplying and filling the interstices tightly with sand of minimum FM 0.80, etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 20:58:42', '2024-02-04 06:10:52'),
(198, 24, 9, 2, 39, '3.08.2.3', '1', 49.14, 47.87, 44.64, 45.28, '<p>ReBFS(FM&lt;0.50): Labour charge for Resetting of Single layer brick flat soling (BFS) with 1st class or picked bricks, true to level, maintaining camber/super elevation and grade including carrying bricks, supplying and filling the interstices tightly with locally available sand (passing &lt;=15% through #200 sieve), etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 20:59:43', '2024-02-04 06:10:52'),
(199, 24, 9, 2, 39, '3.08.3.1', '1', 101.68, 100.85, 94.63, 96.63, '<p>ReHBB(FM-0.50): Labour charge for Resetting of Brick on edge pavement in single layer of Herring Bone Bond (HBB) with 1st class or picked bricks true to level, maintaining camber, super elevation and grade over 25mm thick sand (minimum FM 0.50) cushion including filling the interstices tightly with same type of sand, etc. including supplying sand all complete as per direction of the E-I-C.</p>', '2023-10-18 21:00:43', '2024-02-04 06:10:52'),
(200, 24, 9, 2, 39, '3.08.3.2', '1', 103.40, 102.46, 95.62, 95.62, '<p>ReHBB(FM-0.80): Labour charge for Resetting of Brick on edge pavement in single layer of Herring Bone Bond (HBB) with 1st class or picked bricks true to level, maintaining camber, super elevation and grade over 25mm thick sand (minimum FM 0.80) cushion including filling the interstices tightly with same type of sand, etc. including supplying sand all complete as per direction of the E-I-C.</p>', '2023-10-18 21:01:46', '2024-02-04 06:10:52'),
(202, 24, 9, 2, 39, '3.08.3.3', '1', 99.00, 96.45, 90.06, 91.54, '<p>ReHBB(FM&lt;0.50): Labour charge for Resetting of Brick on edge pavement in single layer of Herring Bone Bond (HBB) with 1st class or picked bricks true to level, maintaining camber, super elevation and grade over 25mm thick locally available sand (passing&lt;=15% through #200 sieve) cushion including filling the interstices tightly with same type of sand, etc. including supplying sand all complete as per direction of the E-I-C.</p>', '2023-10-18 21:04:04', '2024-02-04 06:10:52'),
(203, 24, 9, 2, 39, '3.08.4.1', '1', 544.78, 544.25, 522.08, 522.08, '<p>SBFS(FM-0.50): Providing Single layer brick flat soling (BFS) with 1st class or picked bricks, true to level, maintaining camber/super elevation and grade including carrying bricks, filling the interstices tightly with sand of minimum FM 0.50, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer- in-charge.</p>', '2023-10-18 21:09:56', '2024-02-04 06:10:52'),
(204, 24, 9, 2, 39, '3.08.4.2', '1', 671.00, 668.00, 639.00, 639.00, '<p>SBFS(FM-0.80): Single layer brick flat soling in road work with first class or picked jhama bricks as per alignment, camber and grade including filling joints with sand (F.M. 0.80) etc. complete including cost of all materials and accepted by the Engineer-in-charge. [PWD 24.4.1]</p>', '2023-10-18 21:10:57', '2024-02-04 06:10:52'),
(205, 24, 9, 2, 39, '3.08.4.3', '1', 543.63, 542.37, 520.12, 520.75, '<p>SBFS(FM&lt;0.50): Providing Single layer brick flat soling (BFS) with 1st class or picked bricks, true to level, maintaining camber/super elevation and grade including carrying bricks, filling the interstices tightly with locally available sand (passing &lt;=15% through#200 sieve), etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-18 21:11:55', '2024-02-04 06:10:52'),
(206, 24, 9, 2, 39, '3.08.5.1', '1', 931.15, 930.32, 892.20, 892.20, '<p>SHBB(FM-0.50): Providing Brick on edge pavement in single layer of Herring Bone Bond (HBB) with 1st class or picked bricks true to level, maintaining camber, super elevation and grade, including supplying and laying 25mm thick sand (minimum FM 0.50) cushion over the BFS, filling the interstices tightly with same type of sand, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-18 21:13:03', '2024-02-04 06:10:52'),
(207, 24, 9, 2, 39, '3.08.5.2', '1', 1090.00, 1087.00, 1039.00, 1039.00, '<p>SHBB(FM-0.80): Brick on edges pavement in herring bone bond (HBB) with first class or picked jharna bricks as per alignment, camber and grade over 12 mm thick sand cushion (F.M. 0.80) including filling the joints with the same sand including cost of all materials and accepted by the Engineer-in-charge. [PWD 24.5.1]</p>', '2023-10-18 21:14:13', '2024-02-04 06:10:52'),
(208, 24, 9, 2, 39, '3.08.5.3', '1', 928.47, 925.92, 887.63, 889.10, '<p>SHBB(FM&lt;0.50): Providing Brick on edge pavement in single layer of Herring Bone Bond (HBB) with 1st class or picked bricks true to level, maintaining camber, super elevation and grade, including supplying and laying 25mm thick sand (passing &lt;=15% through #200 sieve) cushion over the BFS, filling the interstices tightly with same type of sand, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-18 21:15:12', '2024-02-04 06:10:52'),
(209, 24, 10, 20, 39, '3.09.02', '1', 452.16, 443.94, 411.05, 411.05, '<p>PICCB(cum): Labour charge for picking up the existing CC Block of any sizes on soling or slope of embankment, including staking the materials at a specified distance, etc. all complete as per direction of the E-I-C.</p>', '2023-10-18 21:18:02', '2024-02-04 06:10:52'),
(210, 24, 10, 20, 39, '3.09.04', '1', 1143.66, 1120.66, 1044.27, 1044.27, '<p>ReCCB(cum): Labour charge for Setting/Resetting of single layer CC Block of different sizes on road top, including preparation base, true to level, maintaining camber, super elevation, grade, watering and ramming the base, including carrying CC blocks, supplying and filling the interstices tightly with sand (FM-0.5), etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-18 21:19:12', '2024-02-04 06:10:52'),
(211, 24, 10, 7, 39, '3.09.05.1', '1', 135.14, 134.61, 131.22, 132.08, '<p>PCC Block Size: 400mm×200mmX150mm</p>', '2023-10-18 21:20:53', '2024-02-04 06:10:52'),
(212, 24, 10, 7, 39, '3.09.05.2', '1', 99.09, 98.64, 96.00, 96.61, '<p>PCC Block Size: 375mmX100mmX225mm</p>', '2023-10-18 21:22:06', '2024-02-04 06:10:52'),
(213, 24, 10, 7, 39, '3.09.05.3', '1', 703.43, 700.64, 683.00, 687.50, '<p>PCC Block Size: 1000mmX500mmX(100+150)mm</p>', '2023-10-18 21:23:29', '2024-02-04 06:10:52'),
(214, 24, 10, 13, 39, '3.09.06.1', '1', 339.34, 336.92, 324.38, 325.99, '<p>CCBSS-EE: Providing PCC Block on End Edging (100mm across) of size (375mmX100mmX225mm), including manufacturing and supplying Plain Cement Concrete (PCC) Blocks with cement conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N, using steel shutter, with 40mm down graded Stone Shingles, sand (FM&gt;=1.5) and minimum cement content relates to mix ratio 1:3.6 satisfying specified minimum compressive strength 10.0Mpa at 28 days, including cutting trenches true to level &amp; grade, removing earth, re- filling &amp; ramming the sides properly, including supplying and filling the gaps with local sand (FM-0.5), etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in- charge.</p>', '2023-10-18 21:25:06', '2024-02-04 06:10:52'),
(215, 24, 10, 13, 39, '3.09.06.2', '1', 909.13, 902.66, 870.11, 874.61, '<p>CCBSS-EE-SR: Providing CC Block on End Edging (average 125mm across) for submersible road of size [L: 1000mmXH: 500mmXW:(100mm+150mm)], including manufacturing and supplying Plain Cement Concrete (PCC) Blocks with cement conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N, using steel shutter, with 40mm down graded Stone Shingles, sand (FM&gt;=1.5) and minimum cement content relates to mix ratio 1:3.6 satisfying specified minimum compressive strength 10.0Mpa at 28 days, including cutting trenches true to level &amp; grade, removing earth, re- filling &amp; ramming the sides properly, including supplying and filling the gaps with local sand (FM-0.5), etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in- charge.</p>', '2023-10-18 21:27:19', '2024-02-04 06:10:52'),
(216, 24, 10, 7, 39, '3.09.07.1', '1', 185.47, 187.41, 173.56, 176.92, '<p>PCC Block Size: 375mmX225mmX150mm</p>', '2023-10-18 21:30:12', '2024-02-04 06:10:52'),
(217, 24, 10, 2, 39, '3.09.08', '1', 2245.56, 2263.60, 2098.02, 2135.03, '<p>CCBSC-RW: Providing single layer PCC Block on road top of size (375mmX225mmX150mm), including manufacturing and supplying Plain Cement Concrete (PCC) Blocks with cement conforming to BDS EN 197-1:2003 CEM-II/A-M 42.5N, using steel shutter, with 40mm down graded Stone Chips, sand (FM&gt;=1.8) and minimum cement content relates to mix ratio 1:2.4 satisfying specified minimum compressive strength 20.0Mpa at 28 days, including preparation of bed by cutting or filling with ramming the filled up earth to the same profile as that of the finished pavement, including carrying and placing PCC blocks, filling the interstices tightly with sand (FM-0.5), etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-18 21:31:39', '2024-02-04 06:10:52'),
(218, 24, 10, 20, 39, '3.09.09', '1', 2125.46, 2087.88, 1966.04, 1966.04, '<p>LC-CCB: Labour charge for laying single layer CC Block of different sizes for protective wall, including preparation trenches, true to level, maintaining alignment, watering and ramming the base, including carrying and placing CC blocks, filling minimum 65% interstices of CC Block work tightly with cement mortar (1:6), raking out joints, cleaning and soaking Block at least for 24 hours before use, washing of sand, curing for requisite period, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in- charge. [Excluding the cost of CC Blocks].</p>', '2023-10-18 21:33:04', '2024-02-04 06:10:52'),
(219, 24, 10, 2, 39, '3.09.15.01', '1', 1117.09, 1111.70, 1100.05, 1099.28, '<p>60mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 25MPa</p>', '2023-10-18 21:34:26', '2024-02-04 06:10:52'),
(220, 24, 10, 2, 39, '3.09.15.02', '1', 1239.79, 1234.40, 1222.76, 1221.98, '<p>60mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 25MPa</p>', '2023-10-18 21:35:47', '2024-02-04 06:10:52'),
(221, 24, 10, 2, 39, '3.09.15.03', '1', 1166.17, 1160.78, 1149.14, 1148.36, '<p>60mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 30MPa</p>', '2023-10-18 21:37:26', '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
(222, 24, 10, 2, 39, '3.09.15.04', '1', 1288.87, 1283.48, 1271.48, 1271.07, '<p>60mm Thick (Size: 222mmx110mm), Colour. Red/Black/any other Suitable Colour, Minimum Compressive Strength: 30MPa</p>', '2023-10-18 21:38:52', '2024-02-04 06:10:52'),
(223, 24, 10, 2, 39, '3.09.15.05', '1', 1215.25, 1209.86, 1198.22, 1197.44, '<p>60mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 35MPa</p>', '2023-10-18 21:40:13', '2024-02-04 06:10:52'),
(224, 24, 10, 2, 39, '3.09.15.06', '1', 1337.95, 1332.56, 1320.92, 1320.15, '<p>60mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 35MPa</p>', '2023-10-19 12:58:59', '2024-02-04 06:10:52'),
(225, 24, 10, 2, 39, '3.09.15.07', '1', 1485.19, 1479.81, 1468.16, 1467.39, '<p>80mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 30MPa<br>&nbsp;</p>', '2023-10-19 13:01:02', '2024-02-04 06:10:52'),
(226, 24, 10, 2, 39, '3.09.15.08', '1', 1632.44, 1627.05, 1615.41, 1614.63, '<p>80mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 30MPa</p>', '2023-10-19 13:02:16', '2024-02-04 06:10:52'),
(227, 24, 10, 2, 39, '3.09.15.09', '1', 1534.27, 1528.89, 1517.24, 1516.47, '<p>80mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 35MPa</p>', '2023-10-19 13:03:45', '2024-02-04 06:10:52'),
(228, 24, 10, 2, 39, '3.09.15.10', '1', 1681.52, 1676.13, 1664.49, 1663.71, '<p>80mm Thick (Size: 222mmx110mm), Colour. Red/Black/any other Suitable Colour, Minimum Compressive Strength: 35MPa<br>&nbsp;</p>', '2023-10-19 13:05:38', '2024-02-04 06:10:52'),
(229, 24, 10, 2, 39, '3.09.15.11', '1', 1730.60, 1725.21, 1713.57, 1712.79, '<p>80mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 40MPa</p>', '2023-10-19 13:07:04', '2024-02-04 06:10:52'),
(230, 24, 10, 2, 39, '3.09.15.12', '1', 1730.60, 1725.21, 1713.57, 1712.79, '<p>80mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 40MPa</p>', '2023-10-19 13:08:18', '2024-02-04 06:10:52'),
(231, 24, 10, 2, 39, '3.09.15.13', '1', 1828.76, 1823.37, 1811.73, 1810.96, '<p>100mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 30MPa</p>', '2023-10-19 13:09:35', '2024-02-04 06:10:52'),
(232, 24, 10, 2, 39, '3.09.15.14', '1', 1926.92, 1921.54, 1909.89, 1909.12, '<p>100mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 30MPa<br>&nbsp;</p>', '2023-10-19 13:27:27', '2024-02-04 06:10:52'),
(233, 24, 10, 2, 39, '3.09.15.15', '1', 1877.84, 1872.46, 1860.81, 1860.04, '<p>100mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 35MPa&nbsp;<br>&nbsp;</p>', '2023-10-19 13:29:09', '2024-02-04 06:10:52'),
(234, 24, 10, 2, 39, '3.09.15.16', '1', 1976.00, 1970.62, 1958.97, 1958.20, '<p>100mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 35MPa</p>', '2023-10-19 13:30:28', '2024-02-04 06:10:52'),
(235, 24, 10, 2, 39, '3.09.15.17', '1', 1926.92, 1921.54, 1909.89, 1909.12, '<p>100mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 40MPa</p>', '2023-10-19 13:31:23', '2024-02-04 06:10:52'),
(236, 24, 10, 2, 39, '3.09.15.18', '1', 2025.09, 2019.70, 2008.05, 2007.28, '<p>100mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 40MPa</p>', '2023-10-19 13:32:57', '2024-02-04 06:10:52'),
(237, 24, 10, 2, 39, '3.09.15.19', '1', 2074.17, 2068.78, 2057.14, 2056.36, '<p>100mm Thick (Size: 222mmx110mm), Colour: Gray, Minimum Compressive Strength: 45MPa</p>', '2023-10-19 13:34:40', '2024-02-04 06:10:52'),
(238, 24, 10, 2, 39, '3.09.15.20', '1', 2172.33, 2166.94, 2155.30, 2154.52, '<p>100mm Thick (Size: 222mmx110mm), Colour: Red/Black/any other Suitable Colour, Minimum Compressive Strength: 45MPa</p>', '2023-10-19 13:35:48', '2024-02-04 06:10:52'),
(239, 24, 10, 20, 39, '3.09.16', '1', 14641.25, 14660.93, 13911.38, 14101.14, '<p>KS-30MPa(RW): Supplying and Fixing factory made cement concrete Pre Cast kerb stone of specified size as per approved drawing and design for side of footpath/median/road island etc. using 20mm downgraded Stone Chips of LAA value ≤30%, sand (FM&gt;=2.5) and minimum cement conforming to BDS EN 197-1 : 2003 CEM-II/A-M 42.5N content relates to mix ratio 1:1.25:2.4 satisfying specified minimum required average strength, fcr = 38.5 Mpa and satisfying a compressive strength fc = 30 Mpa at 28 days on standard cylinders, kerb stone should be made by specified machine with mechanically compressed with high load-bearing capacity, enriched weather resistance, the low water absorption capacity of standard thick and approved design/shape,size in required long-lasting colour, texture and pattern conforming BS-6717 or as specified approved by the E-I-C. including cutting trenches true to level &amp; maintaining grade, alignment and height, removing earth, preparation kerb foundation, including carrying and placing kerb stone tightly, re-filling &amp; ramming the sides properly, etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in-charge. Cost included all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, wages of labour and operational staff etc.</p>', '2023-10-19 13:37:42', '2024-02-04 06:10:52'),
(240, 24, 10, 20, 39, '3.09.16.2', '1', 15337.96, 15353.30, 14642.92, 14820.57, '<p>KS-35MPa(RW): Supplying and Fixing factory made cement concrete Pre Cast kerb stone of specified size as per approved drawing and design for side of footpath/median/road island etc. using 20mm downgraded Stone Chips of LAA value $30%, sand (FM&gt;=2.8) and minimum cement conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N content relates to minimum mix ratio 1:1.2:2.3 satisfying specified minimum required average strength, fcr = 45 Mpa and satisfying a compressive strength fc = 35 Mpa at 28 days on standard cylinders, kerb stone should be made by specified machine with mechanically compressed with high load-bearing capacity, enriched weather resistance, the low water absorption capacity of standard thick and approved design/shape,size in required long-lasting colour, texture and pattern conforming BS-6717 or as specified approved by the E-I-C. including cutting trenches true to level &amp; maintaining grade, alignment and height, removing earth, preparation kerb foundation, including carrying and placing kerb stone tightly, re-filling &amp; ramming the sides properly, etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in-charge. Cost included all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, wages of labour and operational staff etc.</p>', '2023-10-19 13:39:11', '2024-02-04 06:10:52'),
(241, 24, 10, 2, 39, '3.09.17.1', '1', 8.08, 8.04, 7.87, 7.87, '<p>Spr&amp;Com: Spreading filling sand @ 0.01cum/sqm or as required of minimum FM=0.8 uniformly over the laid paving blocks, including local handling, booming and compacting at least two passes of vibratory plate compactor or by appropriate mechanical means to obtain smooth top surface subsequently after 7 days later re-do the activity again [standard compactors may have a weight of about 90kg, plate area of about 0.3 sqm and apply a centrifugal force of about 15KN, such vibratory compaction should be continued till the top of each paving block is in level with its adjacent blocks. There should not be delay in compaction after laying of paving blocks to achieve uniformity of compaction and retention of the pattem of laying] etc. all complete in all respect as per drawing, specification, direction and accepted by the Engineer-in-charge.</p>', '2023-10-19 13:40:13', '2024-02-04 06:10:52'),
(242, 24, 11, 2, 39, '3.10.01.1', '1', 23.93, 23.44, 21.78, 21.78, '<p>PPLM: Preparation of Pothole for small patch works (pothole, edge breaking, etc.) by cutting, scarifying and loosening of existing damaged Base/sub-base Course materials up to the depth of 150mm at the pothole areas in order to make regular shape of the pothole including leveling, dressing and compacting manually where mechanical compactors are not suitable to give a smooth surface including brushing, removing &amp; stacking all debris at a safe distance etc. all complete in all respect as per direction of the Engineer-in- charge.</p>', '2023-10-19 13:41:26', '2024-02-04 06:10:52'),
(243, 24, 11, 2, 39, '3.10.01.2', '1', 36.98, 36.50, 34.92, 34.92, '<p>HBPMM: Preparation of hard bed by scarifying and loosening of existing top (bituminous) surface, including base/sub-base course materials up to the depth of 75mm (minimum) using mechanical means, breaking dismantled material into specified sizes (less than 40mm), with supplying of extra fresh base course materials of required specification (if required) including spreading, leveling, dressing of loose material uniformly for maintaining camber &amp; grade, watering if needed, rolling with 8 to 10 MT road roller to give compaction to 100% of MDD as obtained by standard proctor test etc. all complete in all respect as per direction of the Engineer-in- charge. (Rate is excluding the cost of additional material supplied)</p>', '2023-10-19 13:42:18', '2024-02-04 06:10:52'),
(244, 24, 11, 2, 39, '3.10.02', '1', 5.64, 5.63, 5.33, 5.33, '<p>SB: Providing and applying sand blinding with sand of minimum FM 0.80 @0.005 cum per sqm on prepared road surface, including supplying of all material, their carriage, labours, tools and equipment, etc. all complete in all respect as per direction of the Engineer-in- charge.</p>', '2023-10-19 13:43:12', '2024-02-04 06:10:52'),
(245, 24, 11, 2, 39, '3.10.03', '1', 520.00, 517.17, 515.91, 518.35, '<p>25mmSGSS: Providing 25mm thick (average) grouting with 20mm downgraded broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying tack coat @ 0.50kg per sqm over the cleaned road surface and laying, spreading stone shingles @0.028cum per sqm (loose) on the road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006cum per sqm road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 13:44:10', '2024-02-04 06:10:52'),
(246, 24, 11, 2, 39, '3.10.03.01', '1', 512.64, 507.35, 508.55, 510.99, '<p>25mmSGSS: Providing 25mm thick (average) grouting with 20mm downgraded broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying tack coat @ 0.50kg per sqm over the cleaned road surface and laying, spreading stone shingles @0.028cum per sqm (loose) on the road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006cum per sqm road surface etc. all complete in all respect as per direction of the Engineer-in-charge.[Bulk]</p>', '2023-10-19 13:45:13', '2024-02-04 06:10:52'),
(247, 24, 11, 2, 39, '3.10.04.1', '1', 802.60, 797.00, 792.66, 792.66, '<p>50mmSGBC: Providing 50mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size picked brick chips, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 13:48:12', '2024-02-04 06:10:52'),
(248, 24, 11, 2, 39, '3.10.04.1.01', '1', 790.63, 781.04, 780.70, 780.70, '<p>50mmSGBC: Providing 50mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size picked brick chips, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Bulk]</p>', '2023-10-19 13:50:40', '2024-02-04 06:10:52'),
(249, 24, 11, 2, 39, '3.10.04.2', '1', 895.80, 891.73, 887.71, 892.93, '<p>50mmSGSS: Providing 50mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size stone shingles, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 13:52:29', '2024-02-04 06:10:52'),
(250, 24, 11, 2, 39, '3.10.04.2.01', '1', 883.84, 875.78, 875.74, 880.97, '<p>50mmSGSS: Providing 50mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size stone shingles, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.[Bulk]</p>', '2023-10-19 13:54:20', '2024-02-04 06:10:52'),
(251, 24, 11, 2, 39, '3.10.04.3', '1', 1042.50, 1051.41, 969.23, 995.00, '<p>50mmSGSC: Providing 50mm thick (average) grouting with broken stone chips (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone metal 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size stone chips, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 13:55:27', '2024-02-04 06:10:52'),
(252, 24, 11, 2, 39, '3.10.04.3.01', '1', 1030.54, 1035.47, 957.27, 983.04, '<p>50mmSGSC: Providing 50mm thick (average) grouting with broken stone chips (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone metal 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size stone chips, spraying tack coat @ 0.50kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.25kg per sqm uniformly on the 1st layer and @1.50kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Bulk]</p>', '2023-10-19 13:56:38', '2024-02-04 06:10:52'),
(253, 24, 11, 2, 39, '3.10.05.1', '1', 1155.40, 1147.60, 1135.96, 1135.96, '<p>75mmSGBC: Providing 75mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 100mm thick (loose) in two layers, 1st layer of 60mm thick (loose) with 40mm to 25mm size and 2nd layer of 40mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size picked brick chips, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @2.00kg per sqm uniformly on the 1st layer and @2.20kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 13:57:49', '2024-02-04 06:10:52'),
(254, 24, 11, 2, 39, '3.10.05.1.01', '1', 1139.94, 1126.99, 1120.50, 1120.50, '<p>75mmSGBC: Providing 75mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 100mm thick (loose) in two layers, 1st layer of 60mm thick (loose) with 40mm to 25mm size and 2nd layer of 40mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size picked brick chips, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @2.00kg per sqm uniformly on the 1st layer and @2.20kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.[Bulk]</p>', '2023-10-19 13:59:02', '2024-02-04 06:10:52'),
(255, 24, 11, 2, 39, '3.10.05.2', '1', 1182.43, 1177.78, 1166.00, 1174.19, '<p>75mmSGSS: Providing 75mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 94mm thick (loose) in two layers, 1st layer of 56mm thick (loose) with 40mm to 25mm size and 2nd layer of 38mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size stone shingles, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly on the 1st layer and @2.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 14:00:16', '2024-02-04 06:10:52'),
(256, 24, 11, 2, 39, '3.10.05.2.01', '1', 1169.55, 1160.60, 1153.12, 1161.31, '<p>75mmSGSS: Providing 75mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 94mm thick (loose) in two layers, 1st layer of 56mm thick (loose) with 40mm to 25mm size and 2nd layer of 38mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size stone shingles, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly on the 1st layer and @2.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Bulk]</p>', '2023-10-19 14:01:23', '2024-02-04 06:10:52'),
(257, 24, 11, 2, 39, '3.10.05.3', '1', 1383.47, 1399.68, 1267.54, 1307.91, '<p>75mmSGSC: Providing 75mm thick (average) grouting with Stone metal (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/ AASHTO, laying and spreading Stone chips 94mm thick (loose) in two layers, 1st layer of 56mm thick (loose) with 40mm to 25mm size and 2nd layer of 38mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size stone shingles, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly on the 1st layer and @2.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 14:02:27', '2024-02-04 06:10:52'),
(258, 24, 11, 2, 39, '3.10.05.3.01', '1', 1370.59, 1382.51, 1254.66, 1295.03, '<p>75mmSGSC: Providing 75mm thick (average) grouting with Stone metal (LAA value not exceeding 35) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/ AASHTO, laying and spreading Stone chips 94mm thick (loose) in two layers, 1st layer of 56mm thick (loose) with 40mm to 25mm size and 2nd layar of 38mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size stone shingles, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @1.50kg per sqm uniformly on the 1st layer and @2.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.[Bulk]</p>', '2023-10-19 14:03:52', '2024-02-04 06:10:52'),
(259, 24, 11, 2, 39, '3.10.06', '1', 1395.75, 1386.70, 1371.93, 1371.93, '<p>100mmSGBC: Providing 100mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 130mm thick (loose) in two layers, 1st layer of 80mm thick (loose) with 40mm to 25mm size and 2nd layer of 50mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size picked brick chips, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @2.00kg per sqm uniformly on the 1st layer and @3.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 14:07:50', '2024-02-04 06:10:52'),
(260, 24, 11, 2, 39, '3.10.06.01', '1', 1377.35, 1362.16, 1353.52, 1353.52, '<p>100mmSGBC: Providing 100mm thick (average) grouting with picked brick chips (LAA value not exceeding 40) and using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, laying and spreading picked brick chips 130mm thick (loose) in two layers, 1st layer of 80mm thick (loose) with 40mm to 25mm size and 2nd layer of 50mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size picked brick chips, maintaining proper camber, level, grade, super elevation and spraying hot bitumen @2.00kg per sqm uniformly on the 1st layer and @3.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller including cleaning the surface &amp; heating bitumen from 140°C to 160°C temperature and spreading crushed stone chips/Sand (FM- 1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.[Bulk]</p>', '2023-10-19 14:08:58', '2024-02-04 06:10:52'),
(261, 24, 11, 2, 39, '3.10.07.1', '1', 1164.17, 1163.70, 1159.62, 1164.73, '<p>50mmSGSS(BE): Providing 50mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using bitumen emulsion of grade k-1-60 conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 60mm thick (loose) in two layers, 1st layer of 35mm thick (loose) with 25mm to 16mm size and 2nd layer of 25mm thick (loose) mixing with 80% of 16mm to 12mm size and 20% of 12mm to 8mm size stone shingles, spraying tack coat @ 0.750kg per sqm over the cleaned road surface, maintaining proper camber, level, grade, super elevation and spraying bitumen emulsion @1.75kg per sqm uniformly on the 1st layer and @2.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller and cleaning the surface, spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.</p>', '2023-10-19 14:09:57', '2024-02-04 06:10:52'),
(262, 24, 11, 2, 39, '3.10.07.2', '1', 1495.98, 1496.22, 1487.38, 1495.46, '<p>75mmSGSS(BE): Providing 75mm thick (average) grouting with broken stone shingles (LAA value not exceeding 35) and using bitumen emulsion of grade k-1-60 conforming to the requirements of ASTM/AASHTO, laying and spreading stone shingles 94mm thick (loose) in two layers, 1st layer of 56mm thick (loose) with 40mm to 25mm size and 2nd layer of 38mm thick (loose) mixing with 80% of 25mm to 20mm size and 20% of 20mm to 10mm size stone shingles, maintaining proper camber, level, grade, super elevation and spraying bitumen emulsion @2.25kg per sqm uniformly on the 1st layer and @3.00kg per sqm on 2nd layer, including rolling hard to full compaction with 8 to 10 MT road roller and cleaning the surface, spreading crushed stone chips/Sand (FM-1.80) @0.006 cum per sqm on road surface etc. all complete in all respect as per direction of the Engineer-in-charge.</p>', '2023-10-19 14:11:04', '2024-02-04 06:10:52'),
(263, 24, 11, 2, 39, '3.10.08.1', '1', 143.18, 142.11, 142.85, 144.33, '<p>CS@0.75MD: Providing a single coat chip sealing over a low cracked road surface, using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying bitumen by mechanical distributor on road surface @ 0.75kg/sqm, after spraying bitumen instantly spreading uniform graded crushed stone aggregates of 6.5mm average size defined as 100% passing through 10mm sieve and retain on 4.75mm sieve LAA value not exceeding 35 @ 0.006cum/sqm over the surface, sweeping the surface and hand packing for identical spreading of aggregate, surface rolling to embed the aggregate with Pneumatic Multiple Tired Roller (7 tires, 6-8 tons), including properly surface cleaning, heating bitumen upto 140°C to 180°C, etc. including cost of all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 14:12:23', '2024-02-04 06:10:52'),
(264, 24, 11, 2, 39, '3.10.08.1.01', '1', 140.42, 138.43, 140.09, 141.56, '<p>CS@0.75MD: Providing a single coat chip sealing over a low cracked road surface, using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying bitumen by mechanical distributor on road surface @ 0.75kg/sqm, after spraying bitumen instantly spreading uniform graded crushed stone aggregates of 6.5mm average size defined as 100% passing through 10mm sieve and retain on 4.75mm sieve LAA value not exceeding 35 @ 0.006cum/sqm over the surface, sweeping the surface and hand packing for identical spreading of aggregate, surface rolling to embed the aggregate with Pneumatic Multiple Tired Roller (7 tires, 6-8 tons), including properly surface cleaning, heating bitumen upto 140°C to 180°C, etc. including cost of all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete in all respect as per direction of the Engineer-in-charge. [Bulk]</p>', '2023-10-19 14:13:40', '2024-02-04 06:10:52'),
(265, 24, 11, 2, 39, '3.10.08.2', '1', 179.56, 178.19, 179.60, 181.32, '<p>CS@1.00MD: Providing single coat chip sealing over a moderate cracked road surface, using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying bitumen by mechanical distributor on road surface @ 1.00kg/sqm, after spraying bitumen instantly spreading uniform graded crushed stone aggregates of 6.5mm average size defined as 100% passing through 10mm sieve and retain on 4.75mm sieve with LAA value not exceeding 35 @ 0.007cum/sqm over the surface, sweeping the surface and hand packing for identical spreading of aggregate, surface rolling to embed the aggregate with Pneumatic Multiple Tired Roller (7 tires, 6-8 tons), including properly surface cleaning, heating bitumen upto 140°C to 180°C, etc. including cost of all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete in all respect as per direction of the Engineer-in-charge. [Retail]</p>', '2023-10-19 14:14:44', '2024-02-04 06:10:52'),
(266, 24, 11, 2, 39, '3.10.08.2.01', '1', 175.88, 173.28, 175.92, 177.64, '<p>CS@1.00MD: Providing single coat chip sealing over a moderate cracked road surface, using 60/70 penetration grade straight run bitumen conforming to the requirements of ASTM/AASHTO, spraying bitumen by mechanical distributor on road surface @ 1.00kg/sqm, after spraying bitumen instantly spreading uniform graded crushed stone aggregates of 6.5mm average size defined as 100% passing through 10mm sieve and retain on 4.75mm sieve with LAA value not exceeding 35 @ 0.007cum/sqm over the surface, sweeping the surface and hand packing for identical spreading of aggregate, surface rolling to embed the aggregate with Pneumatic Multiple Tired Roller (7 tires, 6-8 tons), including properly surface cleaning, heating bitumen upto 140°C to 180°C, etc. including cost of all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete in all respect as per direction of the Engineer-in-charge. [Bulk]</p>', '2023-10-19 14:16:02', '2024-02-04 06:10:52'),
(267, 24, 11, 2, 39, '3.10.08.3', '1', 238.01, 237.86, 238.54, 240.26, '<p>CS@1.20MD(BE): Providing a single coat chip sealing over a moderate cracked road surface, using bitumen emulsion of grade k-1- 60 conforming to the requirements of ASTM/AASHTO, spraying bitumen emulsion by mechanical distributor on cleaned road surface @1.20kg/sqm, after spraying bitumen emulsion instantly spreading uniform graded crushed stone aggregates of 6.5mm average size defined as 100% passing through 10mm sieve and retain on 4.75mm sieve with LAA value not exceeding 35 @ 0.007cum/sqm over the surface, sweeping the surface and hand packing for identical spreading of aggregate, surface rolling to embed the aggregate with Pneumatic Multiple Tired Roller (7 tires, 6-8 tons), including cost of all materials, their carriages, hire charges of machineries, equipment for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete in all respect as per direction of the Engineer-in-charge.</p>', '2023-10-19 14:17:08', '2024-02-04 06:10:52'),
(268, 24, 11, 2, 39, '3.10.09.01', '1', 299.69, 297.68, 296.72, 298.19, '<p>Bitumen Grade 60/70 [Retail]</p>', '2023-10-19 14:18:28', '2024-02-04 06:10:52'),
(269, 24, 11, 2, 39, '3.10.09.02', '1', 294.50, 290.76, 291.53, 293.00, '<p>Bitumen Grade 60/70 [Bulk]</p>', '2023-10-19 14:20:20', '2024-02-04 06:10:52'),
(270, 24, 11, 11, 39, '3.10.10.1', '1', 155.17, 155.10, 154.86, 154.86, '<p>CP-BB: Supplying, cutting and fitting of 6mm thick Chequer Plate for bailey bridge decking with minimum 6mm thick mild steel chequer plate of unit weight 49.20kg/sqm, including cutting and shaping of required sizes of bridge deck with cleaning, removing rust, etc. including local handling, carriage of the plate to the site with loading &amp; unloading and placing, etc. all complete in all respect as per direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-19 14:21:20', '2024-02-04 06:10:52'),
(271, 24, 11, 7, 39, '3.10.10.2', '1', 61.47, 61.41, 60.93, 60.93, '<p>Welding at the splicing point of mild steel chequer plate with joist of deck at 3 points (each point being 25mm in length) using electrodes, including cleaning, local handling, cost of all materials, labours, tools, equipment, cost of power, etc. all complete as per drawings, specifications and directions of the Engineer.</p>', '2023-10-19 14:22:11', '2024-02-04 06:10:52'),
(272, 24, 11, 20, 39, '3.10.11.01', '1', 16705.09, 16759.74, 15720.16, 15975.13, '<p>CCRM-30SCCM: Providing and laying 18BWG G.I. wire meshed cement concrete layer over an old RCC/CC pavement with minimum cement content and maximum water cement ratio as specified by the laboratory through mix design 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-I 52.5N/ASTM C150 Туре- 1, using coarse sand of minimum FM 2.50 and graded stone aggregate of 20 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria conforming to ASTM C-33 including breaking chips, screening through proper sieves, cleaning, placing shutter in position and maintaining true to the alignment, making shutter water-tight properly, mixing in standard concrete mixture machine, maintaining allowable slump of 50mm to 75mm, including spraying cement grouting/slurry over the cleaned existing road surface, casting in forms, placing 50mm rhombus 18 BWG G.I. wire mesh in position, compacting by mechanical vibrator machine and finished in a continuous operation including making provision for contraction, expansion, construction &amp; longitudinal joints (5-10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of 18 BWG G.I. wire mesh is not included in this unit rate. Note: minimum Cement content considered in M-30 is @ 445kg/cum. Additional quantity of cement to be added if required to attain the required strength at the contractors own cost. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. (Unit cost including all materials, cleaning the existing surface shuttering, casting, curing for 28 days, and all other incidental charges, etc.). [Retail]</p>', '2023-10-19 14:25:07', '2024-02-04 06:10:52'),
(273, 24, 11, 20, 39, '3.10.11.02', '1', 15781.71, 15834.77, 14825.47, 15073.01, '<p>CCRM-30SCCM: Providing and laying 18BWG G.I. wire meshed cement concrete layer over an old RCC/CC pavement with minimum cement content and maximum water cement ratio as specified by the laboratory through mix design 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-I 52.5N/ASTM C150 Type- 1, using coarse sand of minimum FM 2.50 and graded stone aggregate of 20 mm nominal size (LAA value not exceeding 30) in appropriate proportions as per approved &amp; specified design criteria conforming to ASTM C-33 including breaking chips, screening through proper sieves, cleaning, placing shutter in position and maintaining true to the alignment, making shutter water-tight properly, mixing in standard concrete mixture machine, maintaining allowable slump of 50mm to 75mm, including spraying cement grouting/slurry over the cleaned existing road surface, casting in forms, placing 50mm rhombus 18 BWG G.I. wire mesh in position, compacting by mechanical vibrator machine and finished in a continuous operation including making provision for contraction, expansion, construction &amp; longitudinal joints (5-10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, curing for 28 days, finishing to lines and grades, removing centering-shuttering after specified time approved, other incidental charges, etc. all complete as per drawing, specification &amp; direction of the E-I-C. The cost of 18 BWG G.I. wire mesh is not included in this unit rate. Note: minimum Cement content considered in M-30 is @ 445kg/cum. Additional quantity of cement to be added if required to attain the required strength at the contractors own cost. The Mix Design has to be approved by the Central Quality Control Laboratory (CQCL), LGED or any other reputed laboratory approved by the competent authority before execution of the work. (Unit cost including all materials, cleaning the existing surface shuttering, casting, curing for 28 days, and all other incidental charges, etc.). [Bulk]</p>', '2023-10-19 14:26:30', '2024-02-04 06:10:52'),
(274, 24, 11, 2, 39, '3.10.12.01', '1', 267.19, 267.12, 266.88, 266.88, '<p>18 BWG (WM): Supplying and laying 50mm rhombus 18 BWG G.I. wire mesh of required size in cement concreting work, placing mesh in the middle of concreting work or as mentioned in the drawing, including cutting and carrying of wire mesh to the site, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. (Rate is inclusive of cost of materials, labour and all incidental charges in this connection).</p>', '2023-10-19 14:27:28', '2024-02-04 06:10:52'),
(275, 24, 12, 20, 39, '3.11.01', '1', 9435.60, 9405.76, 9095.50, 9095.50, '<p>PCCBC-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 AASTHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II /A-M, 42.5 N, best quality sand (FM. 1.2) and 20mm down well graded picked brick chips (LAA value and maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33, including breaking chips and screening, placing shutter in position and maintaining true to the alignment, making shutter water- tight properly, mixing in standard mixture machine, casting in forms, compacting by vibrator machine and curing for 28 days, removing shuttering after specified time approved, etc. all complete approved and accepted by the E-I-C. (Additional quantity of cement to be added if required to attain the strength at the contractors own cost). [Retail]</p>', '2023-10-19 14:28:43', '2024-02-04 06:10:52'),
(276, 24, 12, 20, 39, '3.11.01.01', '1', 9258.78, 9229.08, 8920.36, 8920.36, '<p>PCCBC-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 AASTHTO/ASTM and cement conforming to BDS EN 197-1: 2003 CEM-II /A-M, 42.5 N, best quality sand (FM. 1.2) and 20mm down well graded picked brick chips (LAA value and maximum water absorption not exceeding 38 &amp; 15% respectively) conforming ASTM C-33, including breaking chips and screening, placing shutter in position and maintaining true to the alignment, making shutter water- tight properly, mixing in standard mixture machine, casting in forms, compacting by vibrator machine and curing for 28 days, removing shuttering after specified time approved, etc. all complete approved and accepted by the E-I-C. (Additional quantity of cement to be added if required to attain the strength at the contractors own cost). [Bulk]</p>', '2023-10-19 14:30:29', '2024-02-04 06:10:52'),
(277, 24, 12, 2, 39, '3.11.02.1', '1', 1386.91, 1382.36, 1327.75, 1327.75, '<p>125mmBW(1:4): 125 mm brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M).[Retail]</p>', '2023-10-19 14:31:35', '2024-02-04 06:10:52'),
(278, 24, 12, 2, 39, '3.11.02.1.01', '1', 1408.00, 1403.00, 1346.00, 1346.00, '<p>125mmBW(1:4): 125 mm brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M) .[PWD 04.16] [Bulk]</p>', '2023-10-19 14:32:36', '2024-02-04 06:10:52'),
(279, 24, 12, 20, 39, '3.11.02.2', '1', 10050.85, 10016.47, 9621.41, 9621.41, '<p>BW(1:4): Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) in exterior walls including filling the interstices with mortar, raking out joints, cleaning and socking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete including cost of water, electricity and other charges (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) accepted by the Engineer-in-charge. (Cement: CEM-II/B-M). [Retail]</p>', '2023-10-19 14:34:11', '2024-02-04 06:10:52'),
(280, 24, 12, 20, 39, '3.11.02.2.01', '1', 10097.00, 10060.00, 9657.00, 9657.00, '<p>BW(1:4): Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) in exterior walls including filling the interstices with mortar, raking out joints, cleaning and socking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete including cost of water, electricity and other charges (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) accepted by the Engineer-in-charge. (Cement: CEM-II/B-M) [PWD 04.3] [Bulk]</p>', '2023-10-19 14:35:49', '2024-02-04 06:10:52'),
(281, 24, 12, 2, 39, '3.11.03', '1', 1664.16, 1658.49, 1591.36, 1591.36, '<p>FP(1:4): Exposed 125 mm thick pointing ornamental brick work with sorted out first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM- II/B-M). [Retail]</p>', '2023-10-19 14:36:57', '2024-02-04 06:10:52'),
(282, 24, 12, 2, 39, '3.11.03.01', '1', 1715.00, 1708.00, 1637.00, 1637.00, '<p>FP(1:4): Exposed 125 mm thick pointing ornamental brick work with sorted out first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM- II/B-M) [PWD 04.17] [Bulk]</p>', '2023-10-19 14:38:13', '2024-02-04 06:10:52'),
(283, 24, 12, 20, 39, '3.11.04.1', '1', 13479.50, 13449.66, 13096.76, 13096.76, '<p>Piling Work [Retail]</p>', '2023-10-19 14:39:26', '2024-02-04 06:10:52'),
(284, 24, 12, 20, 39, '3.11.04.2', '1', 14820.35, 14784.84, 14388.99, 14388.99, '<p>Vertical Wall, Grade Beams, etc. [Retail]</p>', '2023-10-19 14:40:47', '2024-02-04 06:10:52'),
(285, 24, 12, 20, 39, '3.11.04.3', '1', 11485.10, 11459.15, 11152.28, 11152.28, '<p>Piling Work [Bulk]</p>', '2023-10-19 14:42:37', '2024-02-04 06:10:52'),
(286, 24, 12, 20, 39, '3.11.04.4', '1', 11620.07, 11591.67, 11274.99, 11274.99, '<p>Vertical Wall, Grade Beams, etc. [Bulk]</p>', '2023-10-19 14:44:00', '2024-02-04 06:10:52'),
(287, 24, 12, 20, 39, '3.11.06', '1', 3595.00, 3518.00, 3274.00, 3274.00, '<p>Labour for breaking head of hardened cast in situ bored pile/pre-cast pile up to a required length by any means but without damaging the rest and removing the dismantled materials such as concrete to a safe distance including scraps and cleaning concrete from steel/M.S. rods, straightening and bending of pile bars, preparation and making platform where necessary, carrying, all sorts of handling, stacking the same properly after clearing, leveling and dressing the situ and clearing the bed etc. complete in all respect and accepted by the Engineer-in-charge. (Measurement will be given for the actual pile head volume to be broken). [PWD 09.7]</p>', '2023-10-19 14:44:55', '2024-02-04 06:10:52'),
(288, 24, 12, 13, 39, '3.11.07.1', '1', 301.85, 296.45, 276.08, 276.08, '<p>Cost of pile driving (Size-150mmx150mm) depth up to 6 m</p>', '2023-10-19 14:51:37', '2024-02-04 06:10:52'),
(289, 24, 12, 13, 39, '3.11.07.2', '1', 436.82, 432.35, 416.69, 416.69, '<p>Cost of pile driving (Size-150mm to 200mmx200mm) depth up to 6 m</p>', '2023-10-19 14:52:56', '2024-02-04 06:10:52'),
(290, 24, 12, 13, 39, '3.11.07.3', '1', 615.72, 609.15, 585.89, 585.89, '<p>Cost of pile driving (Size-150mm to 200mmx200mm) depth 6m to 12m and above</p>', '2023-10-19 14:54:01', '2024-02-04 06:10:52'),
(291, 24, 12, 13, 39, '3.11.07.4', '1', 508.13, 501.01, 485.12, 485.12, '<p>Cost of pile driving (Size-200mm to 250mmx250mm) depth upto 6m</p>', '2023-10-19 14:55:02', '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
(292, 24, 12, 13, 39, '3.11.07.5', '1', 939.95, 930.11, 895.21, 895.21, '<p>Cost of pile driving (Size-200mm to 250mmx250mm) depth 6m to 12m and above</p>', '2023-10-19 14:56:03', '2024-02-04 06:10:52'),
(293, 24, 12, 13, 39, '3.11.07.6', '1', 625.08, 618.52, 595.25, 595.25, '<p>Cost of pile driving (Size-250mm to 300mmx300mm) depth upto 6m</p>', '2023-10-19 14:57:27', '2024-02-04 06:10:52'),
(294, 24, 12, 13, 39, '3.11.07.7', '1', 1315.22, 1300.91, 1249.65, 1249.65, '<p>Cost of pile driving (Size-250mm to 300mmx300mm) depth 6m to 12m and above</p>', '2023-10-19 14:59:06', '2024-02-04 06:10:52'),
(295, 24, 12, 13, 39, '3.11.07.8', '1', 939.95, 930.11, 895.21, 895.21, '<p>Cost of pile driving (Size-300mm to 350mmx350mm) depth upto 6m</p>', '2023-10-19 15:00:05', '2024-02-04 06:10:52'),
(296, 24, 12, 13, 39, '3.11.07.9', '1', 1376.97, 1372.34, 1344.40, 1351.24, '<p>Cost of pile driving (Size-300mm to 350mmx350mm) depth 6m to 12m and above</p>', '2023-10-19 15:01:42', '2024-02-04 06:10:52'),
(297, 24, 12, 2, 39, '3.11.10', '1', 1376.97, 1372.34, 1344.40, 1351.24, '<p>WMCCBSS-20(PW): Providing and laying cast in place 12 BWG G.I. wire meshed Cement Concrete Blocks (1000mm X 1000mm X 100mm) at bridge approaches/road slopes with cement conforming to BDS EN 197-1:2003 CEM-II/A-M 42.5N, sand of minimum FM 1.5 and 25 mm down well graded shingles (LAA value not exceeding 35) to attain a minimum 28 days cylinder strength of 20MPa (suggested mix proporation 1:2:4), including grading, washings shingles, shuttering, mixing in satndard concrete mixture machine, casting with supplying and laying 75mm rhombus 12 BWG G.I. wire mesh for required size and length in CC Block, placing mesh in the middle of CC block as it should be, compacting concrete properly, curing for 28 days, including preparation of slopes by cutting or filling with ramming the filled up earth to the same profile as that of the finished slope level, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. (Unit cost including all materials, shuttering, casting, curing for 28 days, and all other incidental charges, etc.) [Retail]</p>', '2023-10-19 15:03:13', '2024-02-04 06:10:52'),
(298, 24, 12, 2, 39, '3.11.11', '1', 1324.86, 1320.34, 1293.08, 1299.76, '<p>WMCCBSS-20(PW): Providing and laying cast in place 12 BWG G.I. wire meshed Cement Concrete Blocks (1000mm X 1000mm X 100mm) at bridge approaches/road slopes with cement conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N, sand of minimum FM 1.5 and 25 mm down well graded shingles (LAA value not exceeding 35) to attain a minimum 28 days cylinder strength of 20MPa (suggested mix proporation 1:2:4), including grading, washings shingles, shuttering, mixing in satndard concrete mixture machine, casting with supplying and laying 75mm rhombus 12 BWG G.I. wire mesh for required size and length in CC Block, placing mesh in the middle of CC block as it should be, compacting concrete properly, curing for 28 days, including preparation of slopes by cutting or filling with ramming the filled up earth to the same profile as that of the finished slope level, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. (Unit cost including all materials, shuttering, casting, curing for 28 days, and all other incidental charges, etc.) [Bulk]</p>', '2023-10-19 15:04:24', '2024-02-04 06:10:52'),
(299, 24, 12, 2, 39, '3.11.13', '1', 214.00, 212.00, 209.00, 209.00, '<p>Geo-Textile: Supplying and laying of a geo-textile filter between CC blocks and embankment slopes properly with non-woven needle punched type geo-textile filter of different grades, specification for effective erosion protection in hydraulic structures/river training works including local handling placing in position, providing machine seamed joints (with 100% polypropylene or nylon thread) or 35cm lap in dry condition or minimum 100cm lap under water including protecting the geo-textile material; from UV ray and from any other damages etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. (Geo-textile delivered at site should be clearly labeled with brand name and grade printed at regular intervals across the body of the fabric). Supply of 2 mm thick best quality geo-textile from approved manufacturer/origin and laying as per manufacturer\'s instructions approved and accepted by the Engineer-in-charge. Before commencement of laying of geo-textile, the contractor must submit the method statement for carrying out this work including sample with evidence of origin and compliance certificate from independent testing laboratory for approval. [PWD 02.8]</p>', '2023-10-19 15:05:23', '2024-02-04 06:10:52'),
(300, 24, 12, 13, 39, '3.11.15.1', '1', 3782.51, 3762.45, 3666.47, 3666.47, '<p><br>RCC(P+SP)-PW: Palisading work with Single pre-cast RCC (1:1.5:3) plate (1050mm X 600mm X 75mm) fitted with RCC (1:1.5:3) post of 150mm x 150mm, 2m long, 0.9m center to center to be driven 2/3rd of the total length (2m) of the post made of 20mm down graded brick chips. Pre-cast plate to be fitted with RCC post fixed necessary nuts and bolts at driving of post supplying all necessary nuts and bolts etc. all complete in all respect as per approved drawing enumerated in Appendix-6, specification and direction of the Engineer-in-charge. Measurement will be made on center to center distance of the post. [Retail]</p>', '2023-10-19 15:06:44', '2024-02-04 06:10:52'),
(301, 24, 12, 13, 39, '3.11.15.1.01', '1', 3525.18, 3507.68, 3411.41, 3411.41, '<p>RCC(P+SP)-PW: Palisading work with Single pre-cast RCC (1:1.5:3) plate (1050mm X 600mm X 75mm) fitted with RCC (1:1.5:3) post of 150mm x 150mm, 2m long, 0.9m center to center to be driven 2/3rd of the total length (2m) of the post made of 20mm down graded brick chips. Pre-cast plate to be fitted with RCC post fixed necessary nuts and bolts at driving of post supplying all necessary nuts and bolts etc. all complete in all respect as per approved drawing enumerated in Appendix-6, specification and direction of the Engineer-in-charge. Measurement will be made on center to center distance of the post. [Bulk]</p>', '2023-10-19 15:16:56', '2024-02-04 06:10:52'),
(302, 24, 12, 13, 39, '3.11.15.2', '1', 6114.62, 6087.52, 5945.05, 5945.05, '<p>RCC(P+DP)-PW: Palisading work with Double pre-cast RCC (1:1.5:3) plate (1050mm X 600mm X 75mm) fitted with RCC (1:1.5:3) post of 150mm x 150mm, 3m long, 0.9m center to center to be driven 2/3rd of the total length (3m) of the post made of 20mm down graded brick chips. Pre-cast plate to be fitted with RCC post fixed necessary nuts and bolts at driving of post supplying all necessary nuts and bolts etc..all complete in all respect as per approved drawing (Road Design Standards, Plate UPR-UNR-EM1-2- 1)/enumerated&nbsp;in Appendix-6, specification and direction of the Engineer-in-charge. Measurement will be made on center to center distance of the post. [Retail]</p>', '2023-10-19 15:18:30', '2024-02-04 06:10:52'),
(303, 24, 12, 13, 39, '3.11.15.2.01', '1', 5662.93, 5640.10, 5497.79, 5497.79, '<p>RCC(P+DP)-PW: Palisading work with Double pre-cast RCC (1:1.5:3) plate (1050mm X 600mm X 75mm) fitted with RCC (1:1.5:3) post of 150mm x 150mm, 3m long, 0.9m center to center to be driven 2/3rd of the total length (3m) of the post made of 20mm down graded brick chips. Pre-cast plate to be fitted with RCC post fixed necessary nuts and bolts at driving of post supplying all necessary nuts and bolts etc.. all complete in all respect as per approved drawing (Road Design Standards, Plate UPR-UNR-EM1-2- 1)/enumerated&nbsp;in Appendix-6, specification and direction of the Engineer-in-charge. Measurement will be made on center to center distance of the post. [Bulk]</p>', '2023-10-19 15:20:06', '2024-02-04 06:10:52'),
(304, 24, 12, 13, 39, '3.11.16.1', '1', 912.66, 896.71, 834.44, 834.44, '<p>ReSP-PW: Labour charge for Re-setting of existing distorted/collapsed RCC single plate palisading work including pulling out of distorted/collapsed existing RCC post (150mmX150mm, 3m long, 0.9m c/c) and re-driven the post 2/3rd (minimum) of its total length by suitable monkey/drop hammer. Existing RCC plate to be fitted with necessary nuts &amp; bolts at appropriate location of driven RCC post, including supplying required nuts and bolts etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-19 15:21:01', '2024-02-04 06:10:52'),
(305, 24, 12, 13, 39, '3.11.16.2', '1', 1517.71, 1487.65, 1388.87, 1388.87, '<p>ReDP-PW: Labour charge for Re-setting of existing distorted/collapsed RCC Double plate palisading work including pulling out of distorted/collapsed existing RCC post (150mmX150mm, 3m long, 0.9m c/c) and re-driven the post 2/3rd (minimum) of its total length by suitable monkey/drop hammer. Existing RCC plate to be fitted with necessary nuts &amp; bolts at appropriate location of driven RCC post including supplying required nuts and bolts etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge.</p>', '2023-10-19 15:25:23', '2024-02-04 06:10:52'),
(306, 24, 12, 13, 39, '3.11.17', '1', 90.00, 90.00, 81.00, 81.00, '<p>BP(Ø75mm): 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]</p>', '2023-10-19 15:26:50', '2024-02-04 06:10:52'),
(307, 24, 12, 2, 39, '3.11.19.1', '1', 613.00, 608.00, 583.00, 583.00, '<p>BDS-PW: Palisading work by supplying of bitumen drum sheet walling tied with 20 BWG G.I. wire fixing the same with already driven borrak bamboo 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]</p>', '2023-10-19 15:27:39', '2024-02-04 06:10:52'),
(308, 24, 12, 2, 39, '3.11.20', '1', 2137.82, 2124.28, 2055.95, 2055.95, '<p>GBW(1:8)-PW: Providing single layer gunny bag barrier/wall for toe protection with cement (conforming to BDS EN 197-1: 2003 СЕМ- II/A-M 42.5N) and sand (FM-1.00) mortar 1:8 filled gunny bags [minimum size L: 650mmX W:400mmX H:175mm], including washing of sand, mixing in standard mixture machine, filled &amp; tamping the bags in place, stitching bags by hand sewing machine, curing by sprinkling water over the bags, including preparation of trenches (bed) by cutting or filling with ramming the filled up earth to the same profile as that of the finished toe level, placing the filled gunny bags along the toe line by avoiding vertical joints, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.<br>&nbsp;</p>', '2023-10-19 15:28:57', '2024-02-04 06:10:52'),
(309, 24, 12, 2, 39, '3.11.21', '1', 1281.61, 1273.08, 1230.91, 1230.91, '<p>GB(1:8)-SPW: Providing single layer gunny bag on slope of embankment for slope protection with cement (conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N) and sand (FM-1.00) mortar 1:8 filled gunny bags [minimum size L: 650mmX W:400mmX H:175mm], including washing of sand, mixing in standard mixture machine, filled &amp; tamping the bags in place, stitching bags by hand sewing machine, curing by sprinkling water over the bags, including preparation of slope (bed) by cutting or filling with ramming the filled up earth to the same profile as that of the finished slope level, placing the filled gunny bags along the slope by minimum 40% overlapping to the successive previous layer and avoiding vertical joints, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-19 15:30:17', '2024-02-04 06:10:52'),
(310, 24, 12, 4, 39, '3.11.22.01', '1', 245.68, 244.84, 241.92, 241.92, '<p>Geo-Textile Bag: Empty Size: 800mm x 650mm, Fill Volumn: 0.0520 cum &amp; Weight: 80 Kg, [Geo-Textile Grade: Grade-III-DF-40-2.3mm thick]</p>', '2023-10-19 15:31:17', '2024-02-04 06:10:52'),
(311, 24, 12, 4, 39, '3.11.22.02', '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, [Geo-Textile Grade: Grade-III-DF-40- 2.3mm thick]</p>', '2023-10-19 15:32:18', '2024-02-04 06:10:52'),
(312, 24, 12, 4, 39, '3.11.22.03', '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, [Geo-Textile Grade: Grade-III-DF-40- 2.3mm thick]</p>', '2023-10-19 15:33:23', '2024-02-04 06:10:52'),
(313, 24, 12, 4, 39, '3.11.22.04', '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, [Geo-Textile Grade: Grade-V-DF-60- 3.0mm thick]</p>', '2023-10-19 15:34:14', '2024-02-04 06:10:52'),
(314, 24, 12, 4, 39, '3.11.22.05', '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, [Geo-Textile Grade: Grade-V-DF-60- 3.0mm thick]</p>', '2023-10-19 15:35:10', '2024-02-04 06:10:52'),
(315, 24, 12, 4, 39, '3.11.22.06', '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, [Geo-Textile Grade: Grade-V-DF-60- 3.0mm thick]</p>', '2023-10-19 15:36:28', '2024-02-04 06:10:52'),
(316, 24, 12, 4, 39, '3.11.23', '1', 71.00, 69.90, 65.94, 65.94, '<p>DSFPB: Supplying and Dumping of soil filled Plastic bags at the specified locations bridge approaches/damaged slope areas properly (Each bag shall be 50kg Capacity minimum), including supplying of plastic bags, filling with suitable soil and stitching bags by hand sewing machine properly with plastic thread and dumping the same in position etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. (Unit cost including Plastic Bags, Stitching of bags, Filled with suitable soil, Dumping at specified locations and all other incidental charges, etc.)</p>', '2023-10-19 15:37:21', '2024-02-04 06:10:52'),
(317, 24, 12, 2, 39, '3.11.24.01', '1', 245.83, 245.29, 243.80, 243.80, '<p>JGT_RBP-1: Applicable for mild to moderate River 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 x10-3, Grab Tensile Strength (N)MD x CD ≥ 950 x 230, Grab Tensile Elongation (%) MD x CD ≤ &nbsp;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 ≤ &nbsp;12 x 10.</p>', '2023-10-19 15:38:25', '2024-02-04 06:10:52'),
(318, 24, 12, 2, 39, '3.11.25.01', '1', 69.45, 68.91, 67.42, 67.42, '<p>JGT_HSM-1: Applicable for Moderate slope (≤35 degree) &amp; annual rainfall ≤ 2000mm. This type of JGT shall have the following requirements.&nbsp;<br>Ends x Picks /dm&nbsp;≥ 6.5 x 4.5, Width (m) = 1.22, Mass per unit area (gsm)=500 ± 10%, Thickness under 2 kPa pressure (mm)=4.5 ± 10%, Water Holding Capacity (% by weight) ≥ 400, Wide Width Tensile Strength (kN/m) MD x CD ≥ 6.5 × 6.0, Wide Width Elongation (%) MD x CD ≤ 14.0 x 14.0.</p>', '2023-10-19 15:39:51', '2024-02-04 06:10:52'),
(319, 24, 12, 2, 39, '3.11.25.02', '1', 74.26, 73.72, 72.23, 72.23, '<p>JGT_HSM-2: Applicable for Moderate slope (≤35 degree) &amp; annual rainfall ≥ 2000mm and steep stope (&gt;35 degree l0\\le45 degree) &amp; annual rainfall ≤ 2000mm. This type of JGT shall have the following requirements.<br>Ends x Picks /dm&nbsp;≥ 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.</p>', '2023-10-19 15:40:52', '2024-02-04 06:10:52'),
(320, 24, 12, 2, 39, '3.11.25.03', '1', 79.07, 78.53, 77.04, 77.04, '<p>JGT_HSM-3: Applicable for steep stope (&gt;35 degree to ≤ 45 degree) &amp; annual rainfall &gt; 2000mm. This type of JGT shall have the following requirements.<br>Ends x Picks /dm&nbsp;≥ 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 7.0, Wide Width Elongation (%) MD x CD ≤ 14.0 x 14.0.</p>', '2023-10-19 15:41:56', '2024-02-04 06:10:52'),
(321, 24, 12, 2, 39, '3.11.26.01', '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 x 10-3 Horizontal Permeability (m/sec) ≥ 7.0 x10-3, Grab Tensile Strength ( N)MD x CD ≥ 850 x 200, Grab Tensile Elongation (% )MD x CL ≤ 30 x 35, CBR Puncture Resistance (N) ≥ 2000, Wide Width Tensile Strength (kN/m) MD x CD ≥ 20 x10, Wide Width Elongation (%) MD x CD ≤ 12 x 10.</p>', '2023-10-19 15:43:22', '2024-02-04 06:10:52'),
(322, 24, 12, 2, 39, '3.11.26.02', '1', 210.55, 210.01, 208.53, 208.53, '<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) ≤ &nbsp;300, Vertical Permeability (m/sec) ≥ 2.0 x 10-3, Horizontal Permeability (m/sec) ≥ 6.0 x 10-3, Grab Tensile Strength (N) MD x CD ≥ 925 x 425, Grab Tensile Elongation (%) MD x CD ≤ 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>', '2023-10-19 15:44:30', '2024-02-04 06:10:52'),
(323, 24, 12, 13, 39, '3.11.27.01', '1', 5280.37, 5279.92, 5278.11, 5278.11, '<p>200mm internal diameter and 6mm wall thickness</p>', '2023-10-19 16:02:32', '2024-02-04 06:10:52'),
(324, 24, 12, 7, 39, '3.11.28.01', '1', 405.22, 404.79, 394.90, 397.33, '<p>Size 400mmX400mmX200mm</p>', '2023-10-19 16:04:00', '2024-02-04 06:10:52'),
(325, 24, 12, 7, 39, '3.11.28.02', '1', 304.14, 303.81, 296.40, 298.23, '<p>Size 400mmX400mmX150mm</p>', '2023-10-19 16:05:06', '2024-02-04 06:10:52'),
(326, 24, 12, 7, 39, '3.11.28.03', '1', 202.55, 202.33, 197.39, 198.61, '<p>Size 400mmX400mmX100mm</p>', '2023-10-19 16:06:18', '2024-02-04 06:10:52'),
(327, 24, 12, 7, 39, '3.11.28.04', '1', 227.83, 227.59, 222.03, 223.40, '<p>Size 300mmX300mmX200mm</p>', '2023-10-19 16:07:23', '2024-02-04 06:10:52'),
(328, 24, 12, 7, 39, '3.11.28.05', '1', 171.29, 171.11, 166.93, 167.96, '<p>Size 300mmX300mmX150mm</p>', '2023-10-19 16:08:25', '2024-02-04 06:10:52'),
(329, 24, 12, 7, 39, '3.11.28.06', '1', 113.86, 113.74, 110.96, 111.65, '<p>Size 300mmX300mmX100mm</p>', '2023-10-19 16:09:27', '2024-02-04 06:10:52'),
(330, 24, 12, 20, 39, '3.11.28.07', '1', 12666.67, 12653.14, 12344.15, 12420.31, '<p>Cast-in-Situ Blocks of required sizes as per drawing</p>', '2023-10-19 16:10:46', '2024-02-04 06:10:52'),
(331, 24, 12, 7, 39, '3.11.29.01', '1', 410.15, 409.67, 399.58, 402.04, '<p>Size 400mmX400mmX200mm; hole diameter = 100mm</p>', '2023-10-19 16:12:07', '2024-02-04 06:10:52'),
(332, 24, 12, 7, 39, '3.11.29.02', '1', 308.01, 307.65, 300.08, 301.92, '<p>Size 400mmX400mmX150mm; hole diameter = 100mm</p>', '2023-10-19 16:13:17', '2024-02-04 06:10:52'),
(333, 24, 12, 7, 39, '3.11.29.03', '1', 204.76, 204.52, 199.49, 200.71, '<p>Size 400mmX400mmX100mm; hole diameter = 100mm</p>', '2023-10-19 16:14:15', '2024-02-04 06:10:52'),
(334, 24, 12, 20, 39, '3.11.29.04', '1', 13374.54, 13358.90, 13030.00, 13110.02, '<p>Cast-in-Situ Blocks of required sizes as per drawing</p>', '2023-10-19 16:15:46', '2024-02-04 06:10:52'),
(335, 24, 12, 2, 39, '3.11.30.01', '1', 1553.86, 1552.05, 1516.42, 1524.97, '<p>Thickness 100mm</p>', '2023-10-19 16:16:51', '2024-02-04 06:10:52'),
(336, 24, 12, 2, 39, '3.11.30.02', '1', 1910.33, 1908.10, 1864.29, 1874.81, '<p>Thickness 125mm</p>', '2023-10-19 16:17:47', '2024-02-04 06:10:52'),
(337, 24, 12, 2, 39, '3.11.30.03', '1', 2233.77, 2231.16, 2179.94, 2192.24, '<p>Thickness 150mm</p>', '2023-10-19 16:19:13', '2024-02-04 06:10:52'),
(338, 24, 12, 20, 39, '3.11.30.04', '1', 14892.99, 14875.61, 14534.12, 14616.10, '<p>Suitable size &amp; interlocking arrangement</p>', '2023-10-19 16:20:26', '2024-02-04 06:10:52'),
(339, 24, 12, 20, 39, '3.11.31', '1', 11541.46, 11436.51, 11298.57, 11278.72, '<p>ICC Block-20MPa (PW): Manufacturing and supplying of Interlocking Cement Concrete (ICC) Blocks (Factory made) with necessary interlocking arrangement as per design of suitable size &amp; arrangement with Portland Composite Cement (CEM-II/AM 42.5N), sand (F.M&gt; 1.2) and Sylhet Sand (F.M&gt;2.5) to attain a minimum 28 days cylinder strength of 20.00 Mpa (suggested mix 1:1.5:2), including grading, washing, mixing, laying in forms, consolidating. curing for at least 28 days, including preparation of platform, shuttering and staking in measurable stacks, cost of all materials, labor, equipment and machinery, work at all leads and lifts, loading &amp; unloading, transportation and all other incidental charges etc. all complete as per drawing, specification &amp; direction of the E-I-C. Steel frame to be used for performing job. (Payment should be made after setting the blocks at site properly). (Suitable size &amp; interlocking arrangement) [Retail]</p>', '2023-10-19 16:21:39', '2024-02-04 06:10:52'),
(340, 24, 12, 20, 39, '3.11.31.01', '1', 9747.20, 9655.93, 9535.99, 9518.72, '<p>ICC Block-20MPa (PW): Manufacturing and supplying of Interlocking Cement Concrete (ICC) Blocks (Factory made) with necessary interlocking arrangement as per design of suitable size &amp; arrangement with Portland Composite Cement (CEM-II/AM 42.5N), sand (F.M&gt; 1.2) and Sylhet Sand (F.M&gt;2.5) to attain a minimum 28 days cylinder strength of 20.00 Mpa (suggested mix 1:1.5:2), including grading, washing, mixing, laying in forms, consolidating, curing for at least 28 days, including preparation of platform, shuttering and staking in measurable stacks, cost of all materials, labor, equipment and machinery, work at all leads and lifts, loading &amp; unloading, transportation and all other incidental charges etc. all complete as per drawing, specification &amp; direction of the E-I-C. Steel frame to be used for performing job. (Payment should be made after setting the blocks at site properly).<br>(Suitable size &amp; interlocking arrangement ) [Bulk]</p>', '2023-10-19 16:22:51', '2024-02-04 06:10:52'),
(341, 24, 12, 13, 39, '3.11.32', '1', 18048.16, 18021.73, 17307.00, 17429.04, '<p>RCC(TW-600): Construction and Installation in position RCC toe wall as per standard drawing enumerated in Appendix-6 (type design for protective work) with 3.5m long 200mmX200mm RCC Pre-cast Post, 300mmX500mm Capping Beam and 600mm RCC wall having thickness 150mm using 20mm down graded crushed stone chips (LAA value not exceeding 30), sand (minimum FM 2.5) and cement conforming to BDS EN 197-1: 2003 CEM-II/A-M 42.5N to attain a minimum 28 days cylinder crushing compressive strength 25.00 Mpa (mixing ratio 1:1.5:3 &amp; maximum water cement ratio 0.4) as per standard practice of code AASHTO/ASTM including supplying, fabricating and binding of 400/420 Grade MS deformed bar of required size, length and spacing, excavating minimum 600mm depth foundation trenches for capping beam and laying one layer polythene sheet, casting 75mm thick cement concrete (1:3:6) below the capping beam. Pre-cast Post must be driven by suitable monkey/drop hammer in full length of the post @ 1.0 meter c/c into the ground laying on proper alignment as per design, breaking head (400mm length) of all post carefully, scrapping and removing concrete from Steel/MS rod including all types of form work etc by means approved designed all complete in all respect as per approved drawing, specification and direction of the Engineer-in- charge. (Unit cost includes all casting work, reinforcement, its fabrication, shuttering, curing for 28 days, driving of the post, pile shoe, lab testing charges as per design, and all other incidental charges, etc.)</p>', '2023-10-19 16:24:17', '2024-02-04 06:10:52'),
(342, 24, 12, 13, 39, '3.11.33.01', '1', 9371.63, 9352.48, 9013.89, 9045.85, '<p>with capping beam</p>', '2023-10-19 16:25:42', '2024-02-04 06:10:52'),
(343, 24, 12, 13, 39, '3.11.33.02', '1', 8259.35, 8238.88, 7938.86, 7962.08, '<p>without capping beam</p>', '2023-10-21 13:16:05', '2024-02-04 06:10:52'),
(344, 24, 12, 2, 39, '33.11.34', '1', 315.00, 313.00, 297.00, 297.00, '<p>Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to both inner-and outer surface of wall, finishing the corner and edges including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M). [PWD 15.1.1]</p>', '2023-10-21 13:17:11', '2024-02-04 06:10:52'),
(345, 24, 12, 2, 39, '3.11.34.1', '1', 319.36, 318.15, 305.66, 305.66, '<p>Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to both inner-and outer surface of wall, finishing the corner and edges including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/B-M). [Retail]</p>', '2023-10-21 13:19:02', '2024-02-04 06:10:52'),
(346, 24, 12, 13, 39, '3.11.35.01', '1', 3240.65, 3240.65, 3240.65, 3240.65, '<p>HDPE pipe of 200 mm outside dia with wall thickness 7.7 mm - 8.6 mm</p>', '2023-10-21 13:20:29', '2024-02-04 06:10:52'),
(347, 24, 13, 7, 39, '3.12.01.1', '1', 3998.21, 3980.51, 3844.66, 3844.02, '<p>kmPost: Providing, fitting and fixing rectangular Kilometer Post as per standard drawing enumerated in Appendix-6 (type design for Kilometer post) with Reinforced Cement Concrete (1:2:4) Plate with 20mm down well graded brick chips in correct position true to line and level, including cost of providing 4 nos. of 12mm dia M.S. rods in vertical direction of length 1085mm and 7nos. Of 10mm dia M.S. rods in horizontal direction of length 520mm, RCC Plate firmly fixed to the ground by means properly designed foundation as per approved drawing with 1st class bricks work in cement mortar (1:4), filling the interstices tightly with mortar, raking out joints, cleaning and soaking bricks at least for 24 hours before use, washing of sand, including 6mm thick plaster (1:4) in all exposed portion, curing for requisite period, with two coat of painting on the exposed portion of the post with best quality synthetic enamel paint of approved brand of different shades over a coat of priming, including carriage of the post to the site with loading &amp; unloading and printing of letters and numbers, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-21 13:22:11', '2024-02-04 06:10:52'),
(348, 24, 13, 7, 39, '3.12.01.2', '1', 7570.09, 7537.04, 7274.69, 7273.50, '<p>RNPlate: Providing, fitting and fixing rectangular Road Name Plate as per standard drawing enumerated in Appendix-6 (type design for Road Name Plate) with Reinforced Cement Concrete (1:2:4) Plate with 20mm down well graded brick chips in correct position true to line and level, including cost of providing 7 nos. of 12mm dia M.S. rods in vertical direction of length 1125mm and 8nos. Of 10mm dia M.S. rods in horizontal direction of length 970mm, RCC Plate firmly fixed to the ground by means properly designed foundation as per approved drawing with 1st class bricks work in cement mortar (1:4), filling the interstices tightly with mortar, raking out joints, cleaning and soaking bricks at least for 24 hours before use, washing of sand, including 6mm thick plaster (1:4) in all exposed portion, curing for requisite period, with two coat of painting on the exposed portion of the post with best quality synthetic enamel paint of approved brand of different shades over a coat of priming, including carriage of the post to the site with loading &amp; unloading and printing of letters and numbers, etc. all complete in all respect as per approved drawing. specification and direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-21 13:23:35', '2024-02-04 06:10:52'),
(349, 24, 13, 7, 39, '3.12.02', '1', 1859.96, 1852.97, 1820.01, 1819.28, '<p>RCC-Gpost: Prroviding, fitting and fixing 200mm dia round RCC Guide Post 1.70m long as per standard drawing enumerated in Appendix-6 (type design for Guide Post) with Reinforced Cement Concrete (1:2:4) with 20mm down well graded brick chips casting, curing for requisite period, including cost of providing 4nos.of 12mm dia. Rod of length 1.65m as main reinforcement and 12 nos, of round shaped 8mm dia rods used as binders; including two coats of painting with best quality synthetic enamel paint over a prime coat of approved brand of different colour and grade to form 6 nos. horizontal alternate bands in white/yellow and red to 90 cm length standing up above ground, making hole in ground of 800mm depth and 300m minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of RCC Guide Post with due care to the site including loading into the truck and unloading at site complete in all respect as per approved drawing, specification and direction of the Engineer-in- charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-21 13:24:43', '2024-02-04 06:10:52'),
(350, 24, 13, 2, 39, '3.12.03', '1', 3772.18, 3761.13, 3696.71, 3996.71, '<p><br>RS-Plate: Supplying, fitting and fixing of Road Sign plates (Precautionary/Mandatory/Informative/Direction) made of 18 BWG M.S.<br>sheet of equilateral triangle/Circular/Rectangular plates of different sizes<br>as per standard drawing enumerated in Appendix-6 fitted with MS triangular/Rectangular frame of same size as plates by point welding RS-Plate: Supplying, fitting, and fixing of Road Sign plates(Precautionary/Mandatory/Informative/Direction) made of 18 BWG M.S.sheet of equilateral triangle/Circular/Rectangular plates of different sizes as per standard drawing enumerated in Appendix-6 fitted with MStriangular/Rectangular frame of the same size as plates by point welding (frames made by thorough welding of 25mmX25mmX3mm MS angle covering all sides of the plates and maximum 150mm center to center in the middle of frames in each vertical &amp; horizontal directions), Plates are fitted with 50mm dia &amp; 2.90mm thick Gl pipes by continuous welding, including cutting of MS angle touched with Gl pipe and 200mm long 4 nos. 12mm dia anchor bars be fitted at the lower part of the MS pipes by welding, making finishing, grinding and carrying to the working sites, etc. all complete in all respect as per design, specification and direction of the Engineer-in-charge. (Rate excludes the material cost of 50mm dia MS pipes &amp; 4 nos, 12mm dia anchor bar</p>', '2023-10-21 13:26:50', '2024-02-04 06:10:52'),
(351, 24, 13, 7, 39, '3.12.04.1', '1', 6600.47, 6584.87, 6468.44, 6468.44, '<p>600mm equilateral triangle with 671mm X 202mm supplementary Plate (For Precautionary Sign)</p>', '2023-10-21 13:28:50', '2024-02-04 06:10:52'),
(352, 24, 13, 7, 39, '3.12.04.2', '1', 6917.33, 6900.72, 6777.81, 6777.81, '<p>600mm circular with 600mm X 202mm supplementary Plate (For Compulsory Sign)</p>', '2023-10-21 13:30:28', '2024-02-04 06:10:52'),
(353, 24, 13, 7, 39, '3.12.04.3', '1', 6409.81, 6394.70, 6281.50, 6281.50, '<p>435mm X 500mm Square with 435mm X 202mm supplementary Plate (For Informative Sign)</p>', '2023-10-21 13:33:07', '2024-02-04 06:10:52'),
(354, 24, 13, 7, 39, '3.12.04.4', '1', 6607.12, 6590.90, 6470.73, 6470.73, '<p>810mm X 480mm Rectangular (For Informative Sign)<br>&nbsp;</p>', '2023-10-21 13:34:49', '2024-02-04 06:10:52'),
(355, 24, 13, 7, 39, '3.12.04.5', '1', 5743.36, 5731.78, 5648.13, 5648.13, '<p>600mm X 605mm Rectangular (For Chevron Sign)</p>', '2023-10-21 13:36:10', '2024-02-04 06:10:52'),
(356, 24, 13, 2, 39, '3.12.05.1', '1', 225.20, 223.98, 213.02, 213.02, '<p>Two coats over a prime coat for new concrete surface.</p>', '2023-10-21 14:10:24', '2024-02-04 06:10:52'),
(357, 24, 13, 2, 39, '3.12.05.2', '1', 133.57, 132.87, 126.61, 126.61, '<p>Two coats for old concrete surface and steel surface.</p>', '2023-10-21 14:11:45', '2024-02-04 06:10:52'),
(358, 24, 13, 2, 39, '3.12.06', '1', 333.44, 332.11, 314.54, 314.54, '<p>Painting and writing on kilometer post, road name plate, traffic signs, etc. in two coats with best quality synthetic enamel paint of approved make and brand of different shades, applying one vertical and one horizontal coat for each coat and successive coat is to be applied after drying up of previous coat by brush/roller/spray with cleaning and washing the surface, rubbing and mending good damages as necessary and necessary scaffolding, including printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade etc. all complete in all respect as direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-21 14:12:47', '2024-02-04 06:10:52'),
(359, 24, 13, 2, 39, '3.12.07.1', '1', 404.76, 404.12, 398.32, 398.32, '<p>Two coats for new surface</p>', '2023-10-21 14:13:46', '2024-02-04 06:10:52'),
(360, 24, 13, 2, 39, '3.12.07.2', '1', 329.94, 329.38, 324.30, 324.30, '<p>Two coats on old surface</p>', '2023-10-21 14:14:43', '2024-02-04 06:10:52'),
(361, 24, 13, 2, 39, '3.12.08.01', '1', 1086.20, 1083.40, 1073.93, 1073.93, '<p>RMP(By-TPC): Providing and applying road markings of center line and stop line etc. with 5mm to 7mm thick hot applied thermoplastic compound including reflectorising glass beads @ 250mgs per sqm area by special applicator machine on road/plain surface, including cleaning the surface of all dirt, oils, grease, dust and other contaminants, demarcation at site and traffic control involved, the finished surface to be level, uniform and free from streaks and holes, etc. all complete in all respect as direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour machinery, lighting, guarding, maintenance of diversion and all incidental charges in this connection.</p>', '2023-10-21 14:15:56', '2024-02-04 06:10:52'),
(362, 24, 13, 2, 39, '3.12.08.02', '1', 963.65, 960.54, 951.07, 951.07, '<p>RMP(By-TPC): Providing and applying road markings of center line and stop line etc. With minimum 5 to 6 mm thick hot applied white/yellow thermoplastic compound (The materials shall comply with BS3262:1987\' Specification for Hot-applied Thermoplastic Road Marking Materials\') by special applicator machine on road/plain surface, including cleaning the surface of all dirt, oils, grease, dust and other contaminants, demarcation at site and traffic control involved, the finished surface to be level, uniform and free from streaks and holes, etc. all complete in all respect as direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour machinery, lighting, guarding, maintenance of diversion and all incidental charges in this connection.</p>', '2023-10-21 14:17:11', '2024-02-04 06:10:52'),
(363, 24, 13, 2, 39, '3.12.10', '1', 3076.77, 3074.93, 3070.64, 3070.64, '<p>RRSheeting: Supplying and fixing retro-reflectorised reflective sheeting on cautionary, mandatory and informatory traffic signs with honey comb retro-reflectorised (encapsulated lens type) reflective sheet of approved brand of different colour, including cleaning and washing the surface and necessary scaffolding, etc. including carriage of sheet to the site and fixing, etc. all complete in all respect as per approved drawing, specification and direction of the Engineer- in-charge. Rate is inclusive of cost of all materials, labour and all incidental charges in this connection.</p>', '2023-10-21 14:18:44', '2024-02-04 06:10:52'),
(364, 24, 13, 2, 39, '3.12.11', '1', 662.15, 664.85, 648.28, 648.28, '<p>AR-Paint: Supplying &amp; providing flexible and acrylic type reflectorized traffic painting/ coating on rail post, rail bar, wheel guard, Guide Post, Pier column etc. Including cleaning the surface of all dirt, oils, grease, dust and other contaminants, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes, etc. all complete in all respect as direction of the Engineer-in-charge. Rate is inclusive of cost of all materials, labour machinery, lighting, guarding and all incidental charges in this connection.</p>', '2023-10-21 14:19:48', '2024-02-04 06:10:52'),
(365, 27, 14, 20, 39, '4.01.01.01.01', '1', 2566.45, 2527.28, 2365.46, 2365.46, '<p>Case I: By Manual Means</p>', '2023-10-21 14:23:27', '2024-02-04 06:10:52'),
(366, 27, 14, 20, 39, '4.01.01.01.02', '1', 3849.67, 3790.92, 3548.19, 3548.19, '<p>Case II: By Manual Means submersed in water</p>', '2023-10-21 14:24:57', '2024-02-04 06:10:52'),
(367, 27, 14, 20, 39, '4.01.01.01.03', '1', 2737.55, 2720.33, 2675.19, 2675.19, '<p>Case III: By Mechanical Means</p>', '2023-10-21 14:26:18', '2024-02-04 06:10:52'),
(368, 27, 14, 20, 39, '4.01.01.01.04', '1', 4106.32, 4080.50, 4012.78, 4012.78, '<p>Case IV: By Mechanical Means submersed in water</p>', '2023-10-21 14:27:47', '2024-02-04 06:10:52'),
(369, 27, 14, 20, 39, '4.01.01.02.01', '1', 1048.74, 1034.33, 981.74, 981.74, '<p>Case I: By Manual Means<br>&nbsp;</p>', '2023-10-21 14:28:56', '2024-02-04 06:10:52'),
(370, 27, 14, 20, 39, '4.01.01.02.02', '1', 1573.11, 1552.24, 1472.62, 1472.62, '<p>Case II: By Manual Means submersed in water<br>&nbsp;</p>', '2023-10-21 14:30:02', '2024-02-04 06:10:52'),
(371, 27, 14, 20, 39, '4.01.01.02.03', '1', 1601.00, 1592.86, 1574.20, 1574.20, '<p>Case III: By Mechanical Means<br>&nbsp;</p>', '2023-10-21 14:31:11', '2024-02-04 06:10:52'),
(372, 27, 14, 20, 39, '4.01.01.02.04', '1', 2401.50, 2389.29, 2361.30, 2361.30, '<p>Case IV: By Mechanical Means submersed in water</p>', '2023-10-21 14:32:30', '2024-02-04 06:10:52'),
(373, 27, 14, 20, 39, '4.01.01.03.01', '1', 749.84, 741.59, 709.90, 709.90, '<p>Case I:By Manual/Mechanical Means</p>', '2023-10-21 14:33:53', '2024-02-04 06:10:52'),
(374, 27, 14, 20, 39, '4.01.01.03.02', '1', 1124.75, 1112.39, 1064.84, 1064.84, '<p>Case II :By Manual/ Mechanical Means submersed in water</p>', '2023-10-21 14:37:16', '2024-02-04 06:10:52'),
(375, 27, 14, 21, 39, '4.01.01.04.01', '1', 3620.71, 3579.78, 3352.73, 3352.73, '<p>Case I: Including dismembering</p>', '2023-10-21 14:38:55', '2024-02-04 06:10:52'),
(376, 27, 14, 21, 39, '4.01.01.04.02', '1', 2771.12, 2735.19, 2570.87, 2570.87, '<p>Case II: Excluding dismembering<br>&nbsp;</p>', '2023-10-21 15:11:48', '2024-02-04 06:10:52'),
(377, 27, 14, 20, 39, '4.01.01.05', '1', 1273.95, 1262.40, 1193.55, 1193.55, '<p>Wood Work wrought framed and fixed in frames of trusses upto a height of 10 m above plinth level</p>', '2023-10-21 15:13:07', '2024-02-04 06:10:52'),
(378, 27, 14, 13, 39, '4.01.01.06', '1', 27.80, 27.31, 26.19, 26.19, '<p>Dismantling wooden bullah in posts and structs</p>', '2023-10-21 15:14:08', '2024-02-04 06:10:52'),
(379, 27, 14, 33, 39, '4.01.01.07', '1', 2465.10, 2418.72, 2441.78, 2441.78, '<p>Scraping of Bricks dismantled from Brick Work including Stacking</p>', '2023-10-21 15:17:19', '2024-02-04 06:10:52'),
(380, 27, 14, 13, 39, '4.01.01.08.01', '1', 365.65, 358.78, 332.52, 332.52, '<p>Up to 600mm diameter</p>', '2023-10-21 15:18:29', '2024-02-04 06:10:52'),
(381, 27, 14, 13, 39, '4.01.01.08.02', '1', 494.49, 485.17, 449.71, 449.71, '<p>For 600mm to 900mm diameter</p>', '2023-10-21 15:19:42', '2024-02-04 06:10:52'),
(382, 27, 14, 13, 39, '4.01.01.08.03', '1', 846.65, 830.70, 769.96, 769.96, '<p>For above 900mm diameter</p>', '2023-10-21 15:20:49', '2024-02-04 06:10:52'),
(383, 27, 14, 7, 39, '4.01.11.01', '1', 12883.78, 12883.78, 12883.78, 12883.78, '<p>Improvement of Waste Disposal Facility for temporary camp site. There should be atleast one camp in each site, there should be 1 no of organic waste and 1 no of inorganic waste disposal facility.</p>', '2023-10-21 15:22:40', '2024-02-04 06:10:52'),
(384, 27, 15, 7, 39, '4.02.01.01', '1', 37117.57, 37117.57, 37117.57, 37117.57, '<p>For catchment area less then 1.25 sq. Km.</p>', '2023-10-21 15:24:16', '2024-02-04 06:10:52'),
(385, 27, 15, 7, 39, '4.02.01.02', '1', 74235.14, 74235.14, 74235.14, 74235.14, '<p>For catchment area less then 1.25 to 2.50 sq. Km.</p>', '2023-10-21 15:25:16', '2024-02-04 06:10:52'),
(386, 27, 15, 7, 39, '4.02.01.03', '1', 103929.19, 103929.19, 103929.19, 103929.19, '<p>For catchment area beyond then 2.50 sq. Km.</p>', '2023-10-21 15:27:43', '2024-02-04 06:10:52'),
(387, 27, 15, 32, 39, '4.02.02.01', '1', 22270.54, 22270.54, 22270.54, 22270.54, '<p>For single lane road</p>', '2023-10-21 15:31:33', '2024-02-04 06:10:52'),
(388, 27, 15, 32, 39, '4.02.02.02', '1', 28951.70, 28951.70, 28951.70, 28951.70, '<p>For double lane road</p>', '2023-10-21 15:33:10', '2024-02-04 06:10:52'),
(389, 27, 15, 32, 39, '4.02.02.03', '1', 35632.86, 35632.86, 35632.86, 35632.86, '<p>Beyond the double lane</p>', '2023-10-21 15:34:22', '2024-02-04 06:10:52'),
(390, 27, 16, 13, 39, '4.03.01', '1', 3727.71, 3706.11, 3650.41, 3650.41, '<p>Construction of 2m wide temporary bamboo diversion bridge with 100mm average dia pucca borak bamboo in 4 (four) lines of posts longitudinally and required lines of posts 2m c/c transversely with beams and struts and every post with double bracing\'s and each post driven to at least 0.75m depth including half split bamboo decking including supplying nuts, bolts, etc. fitting, fixing and supply, carrying and cost of all materials &amp; labour, etc. all complete as per direction of the Engineer.</p>', '2023-10-21 15:35:44', '2024-02-04 06:10:52'),
(391, 27, 16, 13, 39, '4.03.02', '1', 1668.76, 1656.49, 1622.74, 1622.74, '<p>Construction of 0.25m width bamboo sanko with 100mm dia pucca borak bamboo posts of required length @2.5m c/c driven at least 1m below ground level of stream with 75mm dia full bamboo decking beams, breaching diagonals with 100mm dia bamboo including fitting, fixing to complete satisfaction including supply of nails, nuts, bolts, etc. all materials, carrying and labour, etc. all complete as per direction of the Engineer.</p>', '2023-10-21 15:36:50', '2024-02-04 06:10:52'),
(392, 27, 16, 11, 39, '4.03.03', '1', 140.00, 140.00, 136.14, 136.14, '<p>MS work in timbe:/ Iron bridge or timber/ Iron structure including the supply, carrying and fitting of specified approved nuts, bolts, hinges, cleats, screws, washer, fish plate of specified and approved size and make, etc. all complete as per drawing and direction of the E-I-C.</p>', '2023-10-21 15:38:58', '2024-02-04 06:10:52'),
(393, 27, 16, 20, 39, '4.03.04.1', '1', 114239.90, 109513.39, 114933.17, 114933.17, '<p>Jam (Black Berry/Jarul/Local Korai)</p>', '2023-10-21 15:41:13', '2024-02-04 06:10:52'),
(394, 27, 16, 20, 39, '4.03.04.02', '1', 127239.02, 126846.37, 125766.59, 125766.59, '<p>Chittagong Silkorai</p>', '2023-10-21 15:43:22', '2024-02-04 06:10:52'),
(395, 27, 16, 20, 39, '4.03.04.03', '1', 114239.90, 109513.39, 114933.17, 114933.17, '<p>Sundari/ Garjan</p>', '2023-10-21 15:44:40', '2024-02-04 06:10:52'),
(396, 27, 16, 20, 39, '4.03.04.04', '1', 105573.41, 105180.76, 104100.97, 104100.97, '<p>Shisu/ Mehagoni</p>', '2023-10-21 15:46:19', '2024-02-04 06:10:52'),
(397, 27, 16, 20, 39, '4.03.04.05', '1', 114239.90, 109513.39, 114933.17, 114933.17, '<p>Shal</p>', '2023-10-21 15:47:28', '2024-02-04 06:10:52'),
(398, 27, 16, 20, 39, '4.03.04.06', '1', 74124.70, 73732.05, 72652.27, 72652.27, '<p>Babla</p>', '2023-10-21 15:48:46', '2024-02-04 06:10:52'),
(399, 27, 17, 13, 39, '4.04.01.01', '1', 8369.48, 8204.38, 7620.18, 7620.18, '<p>Single Bailey Bridge or Acrow panel.</p>', '2023-10-21 15:51:38', '2024-02-04 06:10:52'),
(400, 27, 17, 13, 39, '4.04.01.02', '1', 9829.13, 9635.23, 8949.13, 8949.13, '<p>Double single Bailey Bridge or Acrow panel.</p>', '2023-10-21 15:52:46', '2024-02-04 06:10:52'),
(401, 27, 17, 13, 39, '4.04.01.03', '1', 40319.99, 39523.98, 36710.90, 39710.90, '<p>Calender Hamilton truss bridge</p>', '2023-10-21 15:54:03', '2024-02-04 06:10:52'),
(402, 27, 17, 13, 39, '4.04.01.04', '1', 32810.03, 32162.76, 29872.59, 29872.59, '<p>Indian quadricon bridge</p>', '2023-10-21 15:55:42', '2024-02-04 06:10:52'),
(403, 27, 17, 13, 39, '04.04.01.05', '1', 48799.60, 47837.06, 44430.80, 44430.80, '<p>UCB and Chinese truss bridge</p>', '2023-10-21 15:57:04', '2024-02-04 06:10:52'),
(404, 27, 17, 13, 39, '4.04.02.01', '1', 5971.85, 8553.89, 5437.20, 5437.20, '<p>Single Bailey Bridge or Acrow panel bridge.</p>', '2023-10-21 15:59:13', '2024-02-04 06:10:52'),
(405, 27, 17, 13, 39, '4.04.02.02', '1', 7168.18, 7026.59, 6526.42, 6526.42, '<p>Double single Bailey Bridge or Acrow panel bridge.</p>', '2023-10-21 16:00:16', '2024-02-04 06:10:52'),
(406, 27, 17, 13, 39, '4.04.02.03', '1', 29505.72, 28922.86, 26864.16, 26864.16, '<p>Calender Hamilton truss bridge.</p>', '2023-10-21 16:01:58', '2024-02-04 06:10:52'),
(407, 27, 17, 13, 39, '4.04.02.04', '1', 23778.86, 23309.16, 21650.06, 21650.06, '<p>Indian quadricon bridge</p>', '2023-10-21 16:12:24', '2024-02-04 06:10:52'),
(408, 27, 17, 13, 39, '4.04.02.05', '1', 35175.46, 34480.69, 32026.30, 32026.30, '<p>UCB and Chinese truss bridge</p>', '2023-10-21 16:13:53', '2024-02-04 06:10:52'),
(409, 27, 17, 7, 39, '4.04.05.01.01', '1', 4724.05, 4720.99, 4708.72, 4708.72, '<p>IB-SCIS_300: For 300mm diameter, Weight of each shoe should be at least 45 kg</p>', '2023-10-21 16:15:20', '2024-02-04 06:10:52'),
(410, 27, 17, 7, 39, '4.04.05.01.02', '1', 7275.04, 7271.61, 7257.86, 7257.86, '<p>IB-SCIS 450: For 450mm diameter, Weight of each shoe should be at least 70 kg</p>', '2023-10-21 16:16:31', '2024-02-04 06:10:52'),
(411, 27, 17, 7, 39, '4.04.05.01.03', '1', 9313.14, 9309.45, 9294.73, 9294.73, '<p>IB-SCIS_600: For 600mm diameter, Weight of each shoe should be at least 90 kg</p>', '2023-10-21 16:17:35', '2024-02-04 06:10:52'),
(412, 27, 17, 7, 39, '4.04.05.01.04', '1', 13969.70, 13964.18, 13942.09, 13942.09, '<p>IB-SCIS_750: For 750mm diameter, Weight of each shoe should be at least 135 kg</p>', '2023-10-21 16:19:41', '2024-02-04 06:10:52'),
(413, 27, 17, 7, 39, '4.04.05.02.01', '1', 2377.36, 2374.30, 2362.03, 2362.03, '<p>IB-SCIC_SH: CI Cap (Single Headed)</p>', '2023-10-21 16:21:08', '2024-02-04 06:10:52'),
(414, 27, 17, 7, 39, '4.04.05.02.02', '1', 2690.26, 2685.96, 2668.78, 2668.78, '<p>IB-SCIC_DH: CI Cap (Double Headed)</p>', '2023-10-21 16:22:31', '2024-02-04 06:10:52'),
(415, 27, 17, 11, 39, '4.04.05.03', '1', 129.11, 128.69, 128.06, 128.06, '<p>IB-SEIR: Supplying Double headed/ Flat Footed El rail of standard size at site to construct iron bridge including necessary fitting, fixing, drilling the hole and priming a coat of red oxide etc. all complete as per direction of E-I-C.</p>', '2023-10-21 16:23:30', '2024-02-04 06:10:52'),
(416, 27, 17, 11, 39, '4.04.05.04', '1', 123.93, 123.68, 123.32, 123.32, '<p>IB-SRSJ: Supplying RS joist of different sizes at site to construct iron bridge including fitting, fixing etc. all complete as per direction of E-I- C.</p>', '2023-10-21 16:24:26', '2024-02-04 06:10:52'),
(417, 27, 17, 11, 39, '4.04.05.05', '1', 104.30, 103.68, 102.76, 102.76, '<p>IB-SMSA: Supplying MS Angle, flat bar of different sizes or sections including fitting, fixing etc. all complete as per direction of the E-I-C.</p>', '2023-10-21 16:25:33', '2024-02-04 06:10:52'),
(418, 27, 17, 13, 39, '4.04.05.06', '1', 570.94, 561.73, 524.92, 524.92, '<p>IB-LE: Labour for erection of El Rail including hoisting and placing in position etc. all complete as per direction of the E-I-C.</p>', '2023-10-21 16:26:36', '2024-02-04 06:10:52'),
(419, 27, 17, 13, 39, '4.04.05.07.01', '1', 1098.95, 1078.97, 999.05, 999.05, '<p>IB-LD 300: For 300mm dia Cl shoe<br>&nbsp;</p>', '2023-10-21 16:27:43', '2024-02-04 06:10:52'),
(420, 27, 17, 13, 39, '4.04.05.07.02', '1', 1214.76, 1192.67, 1104.32, 1104.32, '<p>IB-LD 450: For 450mm dia Cl shoe</p>', '2023-10-21 16:28:59', '2024-02-04 06:10:52'),
(421, 27, 17, 13, 39, '4.04.05.07.03', '1', 1358.50, 1333.80, 1235.00, 1235.00, '<p>IB-LD_600: For 600mm dia Cl shoe</p>', '2023-10-21 16:30:14', '2024-02-04 06:10:52'),
(422, 27, 17, 13, 39, '4.04.05.07.04', '1', 1644.98, 1615.07, 1495.44, 1495.44, '<p>IB-LD_750: For 750mm dia Cl shoe</p>', '2023-10-21 16:31:42', '2024-02-04 06:10:52');
