District : DHAKA, GAZIPUR, NARSHINGDI, NARAYANGANJ, MUNSHIGANJ, MANIKGANJ Schedule of Rates, LGED, July 2015 Item Code
Brief Description of Item
Unit
Rate
1
2
3
4
3.03 3.03.3 .3.1 .1
SBBC SBBC(F (FMM-0. 0.5) 5):: Provi Providi ding ng com compa pact cted ed agg aggre rega gate te sand sand sub sub-b -bas ase e cour course se with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 & sand of minimum FM 0.50 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8~10 tonne road roller to give compaction to 98% of MDD (modified) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. Minimum CBR requirement for sub-base course is 30%.
cum
2710.18
3.03 3.03.3 .3.2 .2
SBBC SBBC(F (FM< M<0. 0.5) 5):: Prov Provid idin ing g comp compac acte ted d aggr aggreg egat ate e sand sand sub sub-b -bas ase e cours course e with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 & locally available sand (Passing <=15% through #200 sieve) mixed in proportion 1:1 by volume placed in layer(s) to give a maximum compacted thickness of 100mm in a single appropriate layer, mixing properly, watering, compacting with 8~10 tonne road roller to give compaction to 98% of MDD (modified) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. Minimum CBR requirement for sub-base course is 30%.
cum
0.00
3.03 3.03.3 .3.3 .3
SBSL SBSL(F (FMM-0. 0.5) 5):: Prov Provid idin ing g comp compac acte ted d aggr aggreg egat ate e sand sand subsub-ba base se cour course se with 38mm down local Crushed stone (Louva) chips mixed with Bholaganj crushed stone chips, as necessary, having LAA value not exceeding 40 & sand of minimum FM 0.50 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8~10 tonne road roller to give compaction to 98% of MDD (modified) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. Minimum CBR requirement for sub-base course is 30%
cum
0.00
3.03 3.03.3 .3.4 .4
SBBC SBBC(F (FMM-0. 0.8) 8):: Provi Providi ding ng com compa pact cted ed agg aggre rega gate te sand sand sub sub-b -bas ase e cour course se with 38mm down Crusher run 1st class bricks/picked chips of LAA value not exceeding 40 & sand of minimum FM 0.80 mixed in proportion 1:1 by volume placed in layer(s), mixing properly, watering, compacting with 8~10 tonne road roller to give compaction to 98% of MDD (modified) including supplying of all materials, labourers, tools and equipment etc. all complete as per direction of the E-I-C. Minimum CBR requirement for sub-base course is 32%.
cum
2751.40
3.03 3.03.4 .4.1 .1
SBBC SBBC(7 (70: 0:30 30): ): Pro Provi vidi ding ng com compa pact cted ed agg aggre rega gate te san sand d subsub-ba base se cou cours rse e with 38mm down brick chips made of 1st class /picked brick (LAA value not exceeding 40) mixed thoroughly with sand of requisite FM (FM not less than 0.8) to obtain a homogeneous mix complying with the specified grading requirement of the relevant item of Road Design standards – 2005, (Minimum brick chips mixing ratio 38mm down graded 25% and 20mm down graded 45% of total mix) including mixing, carrying, placing and spreading uniformly in appropriate layer to give specified compacted thickness not more than 100mm in a single layer, watering, compacting by 8~10 tonne road roller at OMC±3% to obtain a minimum soaked CBR 40% at minimum compaction 98% of MDD (Modified), including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per direction of the E-I-C.
cum
3528.63
3.03 3.03.4 .4.2 .2
SBSC SBSC(5 (50: 0:50 50): ): Pro Provi vidi ding ng com compa pact cted ed agg aggre rega gate te san sand d subsub-ba base se cou cours rse e with 38mm down chips made of Crushed Stone (LAA value not exceeding 35) mixed thoroughly with sand of requisite FM (FM not less than 0.8) to obtain a homogeneous mix complying with the specified grading requirement of the relevant item of Road Design standards – 2005, (Minimum stone chips mixing ratio 38mm down graded 25% and 20mm down graded 45% of total mix) including mixing, carrying, placing and spreading uniformly in appropriate layer to give specified compacted thickness not more than 100mm in a single layer, watering, compacting with 8~10 tonne road roller at OMC±3% to obtain a minimum soaked CBR 45% at minimum compaction 98% of MDD (Modified), including supplying of all materials, their carriage, labourers tools and equipment etc. all complete as per direction of the E-I-C.
cum
4377.18
Note : Rates of all items should be inclusive of all supply and carriage. carriage.
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