| 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 02 : EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING | |||||||
| 91. | 02.5 | 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). | sqm | 613 | 608 | 583 | 583 |
| 92. | 02.6 | Supplying and fitting-fixing horizontal bracing in palisading with half split wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and accepted by the Engineer-in-charge. | meter | 226 | 224 | 216 | 216 |
| 93. | 02.7.1 | Shore protection work during excavation in foundation trenches up to 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge. [The rate is including the cost of vertical post] | sqm | 712 | 706 | 673 | 673 |
| 94. | 02.7.2 | Shore protection work during excavation in foundation trenches beyond 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge, [The rate is including the cost of vertical post] | sqm | 1043 | 1042 | 989 | 989 |
| 95. | 02.8 | 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. | sqm | 214 | 212 | 209 | 209 |
| 96. | 02.9 | Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate point of disposal and cutting the same including stacking and spreading properly on a suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a safe distance etc. complete and accepted by Engineer-in-charge subject to submit method statement to the engineer in charge for carrying out the works including ultimate disposal of the sludge under this item for approval. However, engineer’s approval shall not relieve the Contractor of his responsibilities and obligations under the contract. | cum | 1088 | 1077 | 1032 | 1032 |
| DIVISION 03 : BRICK SOLING, CC, DPC ETC. | |||||||
| 97. | 03.1.1 | One layer brick flat soling in foundation or in floor with first class/picked jhama bricks (BDS 208) including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer-in-charge | sqm | 478 | 477 | 464 | 456 |
| 98. | 03.1.2 | One layer brick flat soling in foundation or in floor with sand cement solid block (SCSB) (250x115x115)mm including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer-in-charge | sqm | 541 | 540 | 535 | 535 |
| 99. | 03.2.1 | One layer Herringbone bond (HBB) brick soling in foundation or in floor with first class/picked jhama bricks (BDS 208) including preparation of bed and filling the interstices with local sand, leveling including supply of water, other charges, costs of tools and plants etc. all complete and accepted by the Engineer-in-charge | sqm | 756 | 755 | 736 | 723 |
| 100. | 03.2.2 | One layer Herringbone bond (HBB) brick soling in foundation or in floor with sand cement solid block (SCSB) (250x115x115)mm including preparation of bed and filling the interstices with local sand, leveling including supply of water, other charges, costs of tools and plants etc. all complete and accepted by the Engineer-in-charge | sqm | 544 | 543 | 538 | 538 |
