List of Long Schedules
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 30 : CONCRETE SOLID AND HOLLOW BLOCKS, FACING AND PAVING STONES ETC.
2121. 30.33 Supplying, carrying, placing, providing of Concrete Kerb Stone having minimum compressive strength 15 MPa of size 600 mm x 300 mm x 100/60 mm all completed by the contractor and accepted by the Engineer-in-charge. sqm 237 236 234 234
2122. 30.34 Supplying, carrying, placing, providing of Concrete Kerb Stone having minimum compressive strength 15 MPa of size 500 mm x 350 mm x 100 mm all completed by the contractor and accepted by the Engineer-in-charge. sqm 243 242 240 240
2123. 30.35.1 Supplying and placing of grey engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
2124. 30.35.1.1 Ground floor sqm 958 954 940 940
2125. 30.35.1.2 Add for each additional floor above ground floor sqm 10 10 10 10
2126. 30.35.2 Supplying and placing of coloured engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
2127. 30.35.2.1 Ground floor sqm 1097 1093 1079 1079
2128. 30.35.2.2 Add for each additional floor above ground floor sqm 10 10 10 10
2129. 30.36.1 38 mm thick grey cladding work in facing on superstructure with 200 mm x 90 mm x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.
2130. 30.36.1.1 Ground floor sqm 1582 1570 1533 1533
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