Name of Work:- Interlocking Tiles Work In Bida Area-Arc
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
2
Dismantlingof cement concretepavements bymechanical means using pneumatictoolsbreakingtopiecesnotexceeding0.02cuminvolumeand stock pilingat designated locationsanddisposal of dismantledmaterials uptoa leadof 1000m, stackingserviceableandunserviceablematerials separately
3
Providing laying spreading and compacting specified graded sand,gravel (crushedstone)as per Table 400-1,400-2or any other course materialas per design mix, asper CBR in sub base course including pre mixing the material at OMC in wetmix plant, carriage of mixed materials preading in uniform layers with motor grader F.Eloader on aprepared base and compacting with vibratory roller to achieve desired density (asperI.S.2720)includingallmaterial,labor,machinery,lightingguarding,barricadingandmaintenanceofdiversioncomplete.[MoRTH specification : Clause 401]. By mechanical means (i) For Grading-II Material
4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith smooth wheelroller80-100kNinstagestopropergradeandcamber,applying and brooming, stone screening to fill-up the interstices of coarse aggregate,wateringandcompactingtotherequireddensityGrading2 as per MoRTH Specification Clause 404. using Crusher borken aggregate WBM Grading 2 By Mechanical Means
5
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
6
Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth
7
Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) (i) Providing and Laying of Interlocking M-30grade Concrete Block Pavements having thickness 50 mm as per drawing sand as perI S15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade0.30 Mtr x0.30 Mtrx0.15 Mtr Edge Blocks (iii) Providing and Laying of Interlocking M-30 grade Concrete Block Pavement shaving thick ness 80 mm as per drawing sand as per IS15658:2006. and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtrx0.30 Mtrx0.15 Mtr Edge Blocks. Category \"B\" :Dentatedonly twoside like I,Z,Tshapeasper IRC:SP:63-2004 Please Enable Macros to View BoQ information
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