| SL# | Item Code | Item Description | Unit |
Rate for ZoneA Dhaka & Mymensingh Division |
Rate for ZoneB Chattogram & Sylhet Division |
Rate for ZoneC Rajshahi & Rangpur Division |
Rate for ZoneD Khulna & Barishal Division |
|---|---|---|---|---|---|---|---|
| DIVISION 09: PILE WORKS AND PILE TEST | |||||||
| 501. | 09.26.2.2 | Driving pre-cast pile of 400 mm x 400 mm X-section made with shoe/ without shoe by hydraulic static pile driver of approx. 321 tonne to 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge. | meter | 1000 | 999 | 996 | 996 |
| 502. | 09.26.2.3 | Driving pre-cast pile of 450 mm x 450 mm X-section made with shoe/ without shoe by hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge. | meter | 1043 | 1042 | 1039 | 1039 |
| 503. | 09.27 | Mobilization and demobilization of Crane (crawler) and crane mounted Vibratory Hammer complete rig set. | per set per site | 149206 | 111905 | 111905 | 111905 |
| 504. | 09.28 | Supplying U-shape hot rolled steel sheet pile of specified sections having chemical composition Phosphorus = 0.04% (Maximum), Sulphur = 0.04% (Maximum), and mechanical properties Tensile strength=> 490 N/mm2 ,Yield strength => 296 N/mm2, Elongation =15% (Minimum) (according to ASTM Standards), as specified by appropriate means to the construction site and stacking at proper place including loading, unloading, local handling as per specifications, including all taxes, freights, incidental charges etc. complete as per direction of the Engineer -in-charge U-shape, hot- rolled steel sheet pile width = 400mm to 600mm: height => 100mm, length = 12.0m, Thickness >= 10.5mm, Thickness >= 13.0mm (±0.50mm), Thickness >= 15.5mm (±0.50mm), Thickness >= 17.0mm (±0.50mm) This rate excludes the cost of bed preparation. Sheet piles have to be unloaded on a firm flat base. (Salvage materials shall be the contractors property after completion of the work, rate is excluding the cost of driving and taking out). | kg | 52 | 88 | 88 | 88 |
| 505. | 09.29 | Cutting (if necessary) charge of U-type Hot rolled steel sheet piles to design length and shape as per design and specification (thickness, length and mechanical properties) and instruction by all complete as per direction of the Engineer-in-charge. | Each | 372 | 361 | 347 | 347 |
| 506. | 09.3 | Removing of spoils / mud accumulated during boring for cast in situ pile by wash boring from working site to a safe distance by contractor’s own arrangement i.e. with container set in truck or on cart including loading, unloading everything complete as per standard practice and accepted by the Engineer-in-charge. (Quantity should be given three times of solid volume of boring) | cum | 744 | 742 | 732 | 732 |
| 507. | 09.30 | Jointing steel sheet piles (if necessary) of different thickness by welding along width (both sides) and along collars (outside) (i.e. at 4 points) to increase the length of pile as per requirement including necessary modification of the ends to receive the weld, supply of welding materials, equipments and other accessories as per specification and direction of Engineer in charge. | Each | 495 | 493 | 476 | 476 |
| 508. | 09.31 | Fabrication and construction of corner Joints in steel sheet piles including cutting, welding, shaping as per design and specification and as per requirement including supply of necessary welding materials, equipments and other accessories as per specification and direction of Engineer in charge. | Each | 225 | 225 | 221 | 221 |
| 509. | 09.32 | Driving steel sheet piles | |||||
| 510. | 09.32.1 | Driving steel sheet piles (up to 6.0m depth) of various sections and weights in any type of soil by mechanical device (Crawler Crane having 50 to 55 Ton capacity and Vibratory Hammer etc.) including handling and placing in position, supply of all materials and equipments related with driving of sheet piles, correcting leaning beyond tolerance and other defects etc. all complete as per direction of Engineer in charge (measurement will be taken on projected width x height). | sqm | 1109 | 1382 | 1365 | 1365 |
