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| 1 | Earth work in bulk Excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed:AKS 60% OR 20% HR 20% |
| 2 | 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. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: AKS 60% OR 20% and HR 20% |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of grade 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering.All works upto plinth level |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 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 excluding the cost of centring,shuttering, finishing and reinforcement with1.1.5:3 (1 cement : 1.5 coarse sand : 3graded stone aggregate 20mm nominalsize) |
| 8 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twiated bar |
| 10 | Dry random rubble masonry with hard stone in foundation andplinth:Using nallah stone without bond stone |
| 11 | Stone Filling hand packed at level including cost of stones |
| 12 | Providing and laying drain flooring /coping 50 mm thick flooring in nominal mix concrete of M-15 grade nominal max size of agg 20 mm in Pacca drain a) Crushed |
| 13 | Hand packing stones in wire crates excluding cost of wire crates but including cost of stones |
| 14 | Providing and laying B.A. wire-knitted crates of size 6.0 m x 1.5m x 1.5m with mesh size 150mmx150mm including B.A. wire 4mm dia including carriage upto actual site of work(NSI) |
| 15 | Providing and laying non-pressure of 900 mm dia R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.Job |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 18 | Columns, piers, abutments, pillars, postsand struts. |
| 19 | Suspended floors, roofs, landings, balconiesand access platform. |
| 20 | Edges of slabs and breaks in floors andwalls.Above 20 cm wide |
| 21 | Supplying and stacking at site graded stone aggregate 63-45 mm |
| 22 | Supplying and stacking at site graded stone aggregate 53-22.4 mm |
| 23 | Supplying and stacking stone screening 13.2mm |
| 24 | Supplying and stacking stone screening 11.2mm |
| 25 | Supplying and stacking at site Good Earth |
| 26 | Supplying and stacking at site Crusher Dust |
| 27 | Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density. |
| 28 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 29 | 0Providing and fixing post delineators (made of ABS roundbody fitted with 2nos. 1 OOmm dia) high reflective andreflectors and mounted on M.S. pipe of 65mm dia dulypowder coated with anti-rust and anti-theft steel to beinstalled as per direction of Engineer-in-charge. |
| 30 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.M.M. @ 0.75 Kg/sqm |
| 31 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 32 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent |
| 33 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 34 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 35 | Sand for an av. 105 Kms disntace. |
| 36 | Bajree/Stone aggregates below 40mm nominal size for an av.distance 30 Kms. |
| 37 | Stone for an av.15 kms distance |
| 38 | stone aggregate 63 to 45mm 30 km |
| 39 | stone aggregate 53 to 22.4 mm for30 km |
| 40 | Good earth for an av. Lead of 2 km |
| 41 | Stone dust for an av lead of 30km Please Enable Macros to View BoQ information |
