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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes,cables etc. (not exceeding 1.5m 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 .50m,including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters. All kind of soil. |
| 2 | Providing and laying in position of cement concrete of specified grade including curring but excluding the cost of centring and shuttering.All work upto plinth level 1:5:10 (1 cement : 5coarse sand : 10 graded stone aggregates 40 mm nominal size) |
| 3 | Providing and laying in position of cement concrete of specified grade including curring but excluding the cost of centring and shuttering.All work upto plinth level 1:3:6 (1 cement:3 coarse sand :6 graded stone aggregates 20mm nominal size) |
| 4 | 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) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 6 | Centering and shuttering including strutting,propping etc and removal of form work for Retaining wall,return wall,walls (any thickness) including attached ilastersbuttresses,plinth and string course fillets,kerb and steps etc. |
| 7 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 8 | 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. |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone nallah. |
| 10 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 11 | Supply of stones at site. |
| 12 | Stone filling hand packed including cost of stones in horizontal on level. |
| 13 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 14 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 16 | Providing and laying non-pressure of specified class 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 Non Pressure NP-3 clause (medium duty RCC pipe). 1000 mm dia. R.C.C. pipe laying by manual/mechanical |
| 17 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 18 | Supplying and stacking at site Graded crushed stone screening of size 13.2mm Type-A. |
| 19 | Supplying and stacking at site Good earth |
| 20 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 21 | 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 |
| 22 | 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.B.M. @ 0.75 Kg/sqm. |
| 23 | 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. grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 24 | 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 bitumenious surface. @ 0.50 Kg/sqm. |
| 25 | 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). |
| 26 | 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. |
| 27 | Providing & laying of B.A Knitted-wire Crates of size 6m x1.2m x1.2m with mesh size 150mm x 150mm x 4mm made of B.A wire of 4 mm dia including cost of crates & carriage (Complete job) |
| 28 | Carriage of materials by mechanical transport including loading, unloading and stacking complete. |
| 29 | Sand (30 Km) |
| 30 | Aggregates below 40 mm.(30 km) |
| 31 | Aggregates 40 mm and above.(30 km) |
| 32 | Stones by MT (20 Km) Please Enable Macros to View BoQ information |
