| 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 | |||||||
| 511. | 09.32.2 | Driving steel sheet piles (beyond 6.0m up to 9.0m 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 | 1024 | 1382 | 1365 | 1365 |
| 512. | 09.32.3 | Driving steel sheet piles (beyond 9.0m up to 12.0m 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 | 998 | 1005 | 1005 | 1005 |
| 513. | 09.33 | Lifting steel sheet piles | |||||
| 514. | 09.33.1 | Lifting steel sheet piles (up to 6.0m depth) of any section and weights from any type of soil by mechanical device including supply of all equipments etc., handling and placing in stacks etc. all complete as per direction of Engineer in charge (measurement will be taken on projected width x height). | sqm | 909 | 1601 | 1588 | 1588 |
| 515. | 09.33.2 | Lifting steel sheet piles (beyond 6.0m up to 9.0m depth) of any section and weights from any type of soil by mechanical device including supply of all equipments etc., handling and placing in stacks etc. all complete as per direction of Engineer in charge (measurement will be taken on projected width x height). | sqm | 943 | 1601 | 1588 | 1588 |
| 516. | 09.33.3 | Lifting steel sheet piles (beyond 9.0m up to 12.0m depth) of any section and weights from any type of soil by mechanical device including supply of all equipments etc., handling and placing in stacks etc. all complete as per direction of Engineer in charge (measurement will be taken on projected width x height). | sqm | 1061 | 1601 | 1588 | 1588 |
| 517. | 09.34 | Mobilization & demobilization of joist driving rig | per set per site | 9473 | 9473 | 9473 | 9473 |
| 518. | 09.35 | Driving joist (up to 6.5m depth) of any sections and weights in any type of soil by mechanical device 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 meter). | meter | 400 | 396 | 383 | 383 |
| 519. | 09.4 | Cast in situ pile with reinforced cement concrete works of high slump by adding high range water reducing admixture (ASTM C494 Type A or F) with minimum cement content relates to mix ratio 1 : 1.5 : 3 having minimum f'cr = 26 Mpa, and satisfying a specified compressive strength f’c = 21 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM -1,52.5 N / ASTM-C 150 Type – I, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M.2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, including breaking chips, screening through proper sieves, making, placing re-bar cage in position, placing and removing tri-pod as per requirement, pouring the concrete in bore-hole with the help of a tremie pipe, maintaining the tremie pipe immersed in concrete by at least 1 meter throughout the period of concreting, maintaining required slump, etc. mixing the aggregates with standard mixer machine with hopper, casting in forms, all complete including water, electricity, testing of materials and concrete etc and other charges as per design, drawing etc all complete approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding, placing and admixture (approx doses 150 to 250 ml per bag of cement which is to be fixed upon consultation with design office)) | cum | 15720 | 15940 | 14918 | 14529 |
| 520. | 09.5 | Providing and making point welding at contact point of the spiral binders at reasonable intervals with the main reinforcements by electric arc welding for construction of cast in situ bored pile carefully with highly oxidized electrodes, making the points prominent and accepted by the Engineer-in-charge (Rate is inclusive of all materials labour, tools and plants, electricity and all equipment). | point | 4 | 4 | 4 | 4 |
