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| 1 | Item Description |
| 2 | Excavation including loading, unloading, disposal and dressing of excavated earthwithininitialleadof50mandliftupto1.5mincludingdressingof excavated area and dewatering wherever required complete in all respect |
| 3 | (b)Hard / dense soil |
| 4 | (c)Hard soil mixed with Kankar / boulders, Morrum |
| 5 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressingof excavatedarea,de-wateringwhereverrequiredcompleteinall respect. |
| 6 | (a)Soft / Disintegrated rock |
| 7 | Preparation of foundation of structure including removal of all loose stones, siltand final washing. |
| 8 | By manual labour |
| 9 | ProvidingandLayinginpositionofCementconcreteNominalmix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto |
| 10 | 40 mm |
| 11 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than23kg.)forfoundationincludingcuringwithallleadsofall construction materials including curing etc. complete. |
| 12 | In cement sand mortar 1:6 |
| 13 | Add extra( 3171+192=3363) |
| 14 | Each subsequent height of 3.0 metre or part thereof above initial lift of5.0 m from ground level (up ward and down ward) |
| 15 | Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawingincluding cost of binding wire and all leads and lifts using. |
| 16 | Tor or ribbed bars (IS :1786-1985) |
| 17 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 18 | Providing and Laying in position of Cement concrete Design mix M-25 includingleadsofallconstructionmaterials,plasticizers(ifrequired), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe costofcentering,shutteringandreinforcement.Wellgradedcrusher brokenstoneaggregateof maximum sizeupto(FormixdesignCement content considered 420 kg/ cum of concrete)20 mm |
| 19 | 20 mm |
| 20 | Extra labour charges for RCC due to obstruction in laying and placingthe reinforced cement concrete due to reinforcement. |
| 21 | Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas,Retainingwalls,piers,abutments,galleries,archcovers,bedplates, sluice capstan bases etc. |
| 22 | Re-handling of excavated material including loading unloading and dressing withininitialleadof50mandliftof1.5mwithcostofde-watering whereverrequiredandallapplicabletaxesandleviesetc.completeinall respect |
| 23 | Earth / Soil |
| 24 | Rock |
| 25 | Supply&fixing6mmthickPVCwatersealofapprovedqualityin construction/contraction joint as per drawing complete in all respect. |
| 26 | 305 mm wide |
| 27 | R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not lessthan 23 kg.)for foundationincluding allleadsofall construction materials including curing etc. completein 1: 6 Cement Mortar |
| 28 | In cement sand mortar 1:6 |
| 29 | Hydraulic excavator/ loader like JCB/ Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity |
| 30 | above 0.75 cum |
| 31 | Rate per hrs. |
| 32 | 1199.73+(91.29*15)=2569.08 |
