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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 80% All kind of soil,10% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job) |
| 2 | 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: All kinds of soil |
| 3 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: e. Without bond stone |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete all work up to plinth level and above plinth level , Thermo-Mechanically Treated bars of grade Fe-500D or more., |
| 8 | Centering and Shuttering |
| 9 | Foundations, footings, bases of columns |
| 10 | Retaning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc |
| 11 | Stone filling hand packed in horizontal on level including cost of stones. |
| 12 | 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. |
| 13 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) |
| 14 | 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. 41000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete. Non- pressure NP-3 class (Medium duty) R.C.C. pipes |
| 15 | 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. 600 mm dia. R.C.C. pipe |
| 16 | Providing and Fixing Foundation Stone (Complete Job) NSI |
| 17 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. |
| 18 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 19 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 20 | Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.4mm .(excluding carriages) |
| 21 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20mm nominal size) |
| 22 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 11.20mm nominal size) |
| 23 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 24 | Base course with 63mm to 45mm size, |
| 25 | Base course with 53mm to 22.4mm size, |
| 26 | Supplying and stacking of good earth at site, excluding carriage . |
| 27 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, 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 |
| 28 | 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 with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 29 | 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 30 | 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-10 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. |
| 31 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 32 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 33 | Sand for an average distance of 130 kms by M.T |
| 34 | Stone aggregate below 40 mm nominal size for an average distance 35 kms by M.T |
| 35 | Stone for an an average distance of 05 Km by M.T |
| 36 | Stone aggregate 63mm to 45mm size for an average distance of 35 kms by M.T |
| 37 | Stone aggregate 53mm to 22.4mm size for an average distance of 35 kms by M.T |
| 38 | Stone Screening 13.20mm and 11.20mm nominal size for an average distance of 35 Km by M.T |
| 39 | Good earth for an average distance of 1 km by M.T Please Enable Macros to View BoQ information |
