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| 1 | Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge |
| 2 | All Kind of soil |
| 3 | Ordinary Rock |
| 4 | Hard Rock (R,B) |
| 5 | Hard Rock (B.P) |
| 6 | Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m |
| 7 | All Kind of soil |
| 8 | Ordinary Rock |
| 9 | Hard Rock (R.B) |
| 10 | Hard Rock (B.P) |
| 11 | Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge |
| 12 | All Kind of soil |
| 13 | Ordinary Rock |
| 14 | Hard Rock (R.B) |
| 15 | Hard Rock (B.P) |
| 16 | Earth work in excavation by Mechnical means (Hydrulic excavator ) in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and rammming of bottoms lift upto 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m |
| 17 | All Kind of soil |
| 18 | Ordinary Rock |
| 19 | Hard Rock (R.B) |
| 20 | Hard Rock (B.P) |
| 21 | Dumping/filling of stone in horizontal on level excluding cost of stone |
| 22 | Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete.. |
| 23 | Providing and laying cement concrete work in (wall any thickness)including attached pilasters ,buttersess,plinth and string coarses,filletes,columns ,pillarse,pirse,abutments,posts and struts etc above plinth level upton floor five level excluding cost of centering shuttring finishing and reinforcement 1:2:4(1cement:2corse sand (Zone-III) derived from natural source :4graded stone aggregate 20mm nominal size derive from natural source |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 25 | 1:1.5:3(1cement:1.5corse sand (Zone-III) derived from natural:3 graded stone 20mm nominal size derived from natural source |
| 26 | 1:2:4(1cement:2corse sand (Zone-III) derived from natural:4 graded stone 20mm nominal size derived from natural source |
| 27 | 1:3:6(1cement:3corse sand (Zone-III) derived from natural:6 graded stone 20mm nominal size derived from natural source |
| 28 | 1:4:8(1cement:4corse sand (Zone-III) derived from natural:8 graded stone 20mm nominal size derived from natural source |
| 29 | Reinforced cement concrete work in wall’s (any thickness) including attached pilasters, buttresses plinth and string courses, fillets columns, pillars piers, abutments, post and struts etc up to floor 5 level excluding cost of centering, shuttering, finishing and reinforcement 1:1/2:3 (1 cement 1.5 course sand and 3 graded crushed stone agg. 20mm nominal size. |
| 30 | Reinforced cement concrete work in wall’s (any thickness) including attached pilasters, buttresses plinth and string courses, fillets columns, pillars piers, abutments, post and struts etc up to floor 5 level excluding cost of centering, shuttering, finishing and reinforcement 1:2:4 (1 cement 2 course sand and 4 graded crushed stone agg. 20mm nominal size. |
| 31 | Hand packed stone in wire crate including cost of stones & cost of crates |
| 32 | Cement concrete flooring 1:2:4 (1cement:2coarse sand: 4graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps extra complete 40mm thick with 20mm nominal size stone aggrgates. |
| 33 | 20mm cement plaster finished with afloating coat of neat cement cement of mix 1:4 (1cement :4 fine sand) including cost of water proofing ,rapadite. |
| 34 | Reinforced cement concrete work in beams suspended floors,roofs having slope upto 15* landings,balconies shelves,chajjas, lintels bands plain window sills,staircases and spiral stair cases upto floor five level excludiing the cost of centring shuttering,finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size. (crushed agregates) |
| 35 | P/F of of steel gate as per site requirement as per the direction of Site Engineer complete job . Incl. priming and painting and all sorts of acesseries & inclucing all sorts of carriages. |
| 36 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 37 | Footings bases of columns etc for mass concrete. |
| 38 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 39 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 40 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 41 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 42 | Slip cleareance |
| 43 | In ordinary soils disposal lead upto 50m and lift upto1.5m |
| 44 | in soil mixed with moorum kankar shingle boulder etc. incl. all leads and lifts complete job |
| 45 | in decomposed rocks/boulders by blasting or any other means |
| 46 | Slit clearance from canals inclusive of intial lead upto 50m and lead upto 1.5m respectively |
| 47 | Provision for supply of irrigation water during execution of work by way of laying of pipes or other means as per site requirement complete job as per the dierction of site Engineer |
| 48 | Engagement of Hydrulic Excavator (JCB) as per the direction of site Engineer. |
| 49 | Construction of Muthu Bund comprising boulders and wood bushes in alternate layers including working in water situations. |
| 50 | Laying and fitting of PVC irrigation Pipe of 6.00mtr length of different dias with maintaing base of earthern /Stone massonary pillar etc.including all carriage and accessories all complete as per the direction of site engineer. |
| 51 | 150 MM dia |
| 52 | 200 MM dia |
| 53 | 250 MM dia |
| 54 | 300 MM dia |
| 55 | Random Rubble Massonary with dry using hard stone with out stone including cost of stone |
| 56 | Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 57 | Filling of empty cement bags filled with sand /earth and stacking as directed by site engineer at site etc complete including cost of bags. |
| 58 | Dewatering of water caused due to river tidel /springs seepages etc.complete job. |
| 59 | Day today restoration of Khuls by way of removing temaprory blockages and watch and ward of water flow checking leakages etc. |
| 60 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 61 | Carriage of different materials from sources to actual site of work including loading unloading and stacking complete. |
| 62 | Stone average 20 KM by MT |
| 63 | Sand/Aggregate average 20Km by MT |
| 64 | Crate average 60Km by MT |
| 65 | Cement average 60 Km by MT |
| 66 | Steel average 60Km by MT |
| 67 | Disposal of Mulba for an average lead of 02 Km by MT. |
| 68 | Stone average 500Mtr by Headload |
| 69 | Sand/Aggregate average 500Mtr by Headload |
| 70 | Crate average 500Mtr by Headload |
| 71 | Steel average 500Mtr by Headload |
| 72 | Cement average 500Mtr by Headload |
| 73 | Disposal of Mulba for an average lead of 250 Mtr by Headl Load. Please Enable Macros to View BoQ information |
