| 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 22 : MISCELLANEOUS ITEMS | |||||||
| 1221. | 22.5 | Supplying, fitting and fixing best quality of different thick clear glass partition with 44 mm, 44 mm, 1.5 mm aluminium box, protector bit (single), protector bit (double),Silicon including all accessories etc. all complete and as per drawing and direction of the Engineer-in-charge. | |||||
| 1222. | 22.5.1 | 8 mm thick clear glass partition with aluminium box | sqm | 2999 | 2987 | 2942 | 2942 |
| 1223. | 22.5.2 | 10 mm thick clear glass partition with aluminium box | sqm | 3162 | 3150 | 3105 | 3105 |
| 1224. | 22.6 | Supplying, fitting and fixing of Chattogram Teak wood strip (62 mm x 25 mm x 20 mm) for fixing of aluminium curtain rails as per design and drawing, fitting and fixing coat of priming etc. all complete and accepted by the Engineer-in-charge.(Rate is excluding the cost of polishing etc.) | meter | 797 | 782 | 770 | 770 |
| 1225. | 22.7 | Supplying, fitting and fixing vertical venetian blinds made with glass fiber fabrics (foreign made) with supply of all the best quality materials (foreign made) such as head rail (aluminium), end cap-set, rod tilt, sigger (stopper), runner, spacer (link), handling cord, ball chain, link chain, cord-weight weight-plate plastic washer, glass fiber fabrics, and head cap-set etc. all complete and accepted by the Engineer-in-charge. | sqm | 2029 | 2029 | 2029 | 2029 |
| 1226. | 22.8 | Supplying, fitting and fixing horizontal venetian blinds of 25 mm width made with aluminium foils/ strips (foreign made) with supply of all materials (foreign made) such as head rail, bottom rail, rod tilt, head cap, bottom cap, gear box, stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by the Engineer-in-charge. | sqm | 1567 | 1568 | 1567 | 1567 |
| 1227. | 22.9 | Supplying, fitting and fixing of horizontal zebra blind made with polyester fabrics, synthetic net with 3 inch vinyl/upvc coated strips (foreign made) with supply of all materials (foreign made) such as head rail, bottom rail, rod tilt, head cap, bottom cap, gear box, stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by the Engineer-in-charge. | sqm | 3455 | 3456 | 3455 | 3455 |
| DIVISION 23 : FERROCEMENT WORKS | |||||||
| 1228. | 23.1 | Supplying, fitting & fixing of pre-cast ferrocement roof panel which is made by using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2 for flange having minimum compressive strength 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C150 type- 1, best quality coarse sand of equivalent F.M. 2.2, 2 layers of 18 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy= 450 MPa & having 2 meshes per 25 mm and reinforced cement concrete works for rib with minimum cement content relates to mix ratio 1:1.5:3 having minimum f’cr = 30 MPa and satisfying a specified compressive strength f'c = 25 MPa, best quality coarse sand of equivalent F.M. 2.2 and 12 mm down well graded stone chips conforming to ASTM C-33, supplying, fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 6935-2:2006, including straightening and cleaning rust, if any, bending and binding in position with supply of 24 nos GI wires, remove the shuttering, lifting the panel to floor/roof level, keeping on proper position, filling the interstices with cement concrete (1:1.5:3), satisfying a specified compressive strength f'c = 25 MPa, stitching overlapped wire meshes with 18 BWG GI wire, filling with mortar (1:2), casting of 25 mm thick as screeding (1:1.5:3) using 6 mm down stone chips and M.S. rod (fy=400 MPa) with fabrication over F.C. panel including the cost of reinforcement & wire mesh, curing at least for 7 days including the cost of water, electricity and other charges all complete as per design, drawing and accepted by the Engineer-in-charge. | |||||
| 1229. | 23.1.1 | For ground floor, span up to 3810 mm for floor/roof slab. | sqm | 2833 | 2820 | 2750 | 2742 |
| 1230. | 23.1.2 | Add for each additional span length of 150 mm long direction (3810 mm<span ≤ 4800 mm) | sqm | 10 | 10 | 10 | 10 |
