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| 1 | Item Description |
| 2 | Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required. |
| 3 | Rate as per BSR 2020 ch XVII item no.3 |
| 4 | Demolishing stone rubble masonry including stacking of usable materialanddisposalofunuseablematerialwithin50meterslead inclusive of de-watering wherever required. |
| 5 | Rate as per BSR 2020 ch XVII item no.5b |
| 6 | In cement mortar |
| 7 | Excavation including loading, unloading, disposal and dressing of excavated earthwithininitialleadof50mandliftupto1.5mincludingdressingof excavated area and dewatering wherever required complete in all respect |
| 8 | Rate as per BSR 2020 ch V item no.1 |
| 9 | (b)Hard / dense soil |
| 10 | (c)Hard soil mixed with Kankar / boulders, Morrum |
| 11 | 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. |
| 12 | Rate as per BSR 2020 ch V item no.2a |
| 13 | (A)Soft /disintegreted rock. |
| 14 | 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 20mm |
| 15 | Rate as per BSR 2020 ch IX item no.8d |
| 16 | Side shuttering including proping etc.complete(to achive finish F2) for block joint of foundation stilling basins buckets aprons etc. (non suspected horizontly laid.mass concrete) |
| 17 | Rate as per BSR 2020 ch X item no.1a |
| 18 | Centering and shuttering for piers, galleries, barrels,intake well, sluice well upto 5.0m height from base/floor level (To achieve F2 finish) |
| 19 | Rate as per BSR 2020 ch X item no.5 |
| 20 | Centring and shuttring for slabesbeams lintles,column trough with without caps and base including proping and remove |
| 21 | Rate as per BSR 2020 ch X item no.4 |
| 22 | Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawingincluding cost of binding wire and all leads and lifts using. Tor or ribed bars |
| 23 | Rate as per BSR 2020 ch X item no. 11 b(ii) |
| 24 | Nominal mix of Plain Cement Concrete well mixed and laid in position using20%maxpermissiblelimitofplumsabove160mmandupto 450mm,includingcuringandfinishingetcincludingallleadsofall constructionmaterials complete inallrespectwithwellgradedcrusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. |
| 25 | Rate as per BSR 2020 ch IX item no.11.1(b) |
| 26 | PCC Nominal Mix 1:2:4 with plum, |
| 27 | Max size of Aggregate 40 mm, |
| 28 | 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 |
| 29 | Extra labour charges for RCC due to obstruction in laying and placingthe reinforced cement concrete due to reinforcement.Infoundationrafts,beams,columnsbasesstillingbasins,buckets,aprons etc. (non suspended horizontally laid mass concrete) |
| 30 | Rate as per BSR 2020 ch IX item no. 3d + ch. X item no. 12a |
| 31 | 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 |
| 32 | Extra labour charges for RCC due to obstruction in laying and placingthe reinforced cement concrete due to reinforcement.Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas,Retainingwalls,piers,abutments,galleries,archcovers,bedplates, sluice capstan bases etc. |
| 33 | Rate as per BSR 2020 ch IX item no. 3d + ch. X item no. 12b |
| 34 | 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 |
| 35 | Extra labour charges for RCC due to obstruction in laying and placingthe reinforced cement concrete due to reinforcement.Aqueducttroughs,siphonconduits,boxtypesluicebarrels,domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc. |
| 36 | Rate as per BSR 2020 ch IX item no. 3d + ch. X item no. 12c |
| 37 | Supply&fixing6mmthickPVCwatersealofapprovedqualityin construction/contraction joint as per drawing complete in all respect. |
| 38 | 305 mm wide |
| 39 | Rate as per BSR 2020 ch X item no 9c(ii) |
| 40 | 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. in cement sand motor (1:5) for wing wall |
| 41 | Rate as per BSR 2020 chVII item no 1c |
| 42 | 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. in cement sand motor (1:5) for wing wall |
| 43 | Add extra for masonary work in superstructure |
| 44 | Rate as per BSR 2020 ch VII item no. 1c + ch.VII item no. 8a |
| 45 | Plasterincementsandmortar1:4includingrackingofjoints,smooth finishing&curingetc.completeincludingallleadsofallconstruction materialsof thickness: 20 mm |
| 46 | Rate as per BSR 2020 ch VIII item no 2a |
| 47 | Flushorruledpointingonstonemasonry includingrackingof jointsand curingetc.completeincludingallleadsofallconstructionmaterials in mortar ratio cement sand mortar (1:3) |
| 48 | Rate as per BSR 2020 ch VIII item no 13a |
| 49 | Providingandlayingcementconcretecopingin(1:2:4)withmaximum sizeofcrusherbrokenaggregateupto20mmincludingshutteringetc. with all leads of material complete in all respect in thickness of:75mm |
| 50 | Rate as per BSR 2020 ch XVIII item no 17a |
| 51 | Re-handling of excavated material including loading unloading and dressing withininitialleadof50mandliftof1.5mwithcostofde-watering whereverrequiredandallapplicabletaxesandleviesetc.completeinall respect |
| 52 | Earth / Soil |
| 53 | Rate as per BSR 2020 ch V item no 8a |
| 54 | Hydraulic excavator/ loader like JCB/ Poclain, Hitachi etc. with all accessories (for actual site working, idle period) having bucket capacity |
| 55 | above 0.75 cum |
| 56 | Rate per hrs. |
| 57 | 1199.73+(91.29*15)=2569.08 |
| 58 | Rate as per BSR 2020 ch IV item no 21c |
| 59 | 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 |
| 60 | In cement sand mortar 1:5 |
| 61 | Rate as per BSR 2020 ch VII item no 2 |
