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| 1 | Earth work in all kinds of soil cum excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | Earth work in excavation of ordinary rock by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. |
| 3 | Extra for every additional lift of 1.5 m of all kinds of soil or part thereof in excavation / banking excavated or stacked materials. |
| 4 | Extra for every additional lift of 1.5 m of ordinary or hard rock or part thereof in excavation / banking excavated or stacked materials. |
| 5 | Removal of extra Earth upto 3 km by Mechanical Transport including loading,unloading and stacking. |
| 6 | Removal of extra Rock upto 3 km by Mechanical Transport including loading,unloading and stacking. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 10 | Centering and shuttering including strutting, propping etc Formwork for walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to f loor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Steel reinforcement thermo-mechanically treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 15 | Painting with synthetic enamel paint two or more coats on new work of approved brand and manufacture to give an even shade. |
| 16 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 17 | Cutting road Water bound macadam and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. |
| 18 | Providing, fabricating and fixing MS grill with alternate openable panels of size 600×600 mm made out of 50×50×6 mm MS angle frame with 25×6 mm MS flats spaced at 30 mm clear, including welding, cutting, providing hinges, lifting hooks, embedding frame in concrete, and painting with one coat of red oxide primer and two coats of synthetic enamel paint complete as directed by Engineer-in-Charge. |
| 19 | Tacking out old 300 mm dia. R.C.C. pipe and laying of old pipe non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 21 | Providing and laying non-pressure NP2 class (light duty) 300 mm dia. R.C.C. pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 22 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 23 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 24 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 25 | Excavating trenches by mechinical / manual means of required width for Pipes exceeding 300 mm dia but not exceeding 600 mm including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 26 | Excavating trenches by mechinical / manual means of required width for Pipes exceeding 80 mm dia but not exceeding 300 mm including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m |
| 27 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes of 250 mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 28 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes of 600 mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete |
| 29 | Providing and fixing factory made precast RCC drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing hooks for opening/closing for cleaning etc., including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 30 | Providing and laying 300 mm diameter RCC pipes (NP3 class) by Horizontal Directional Drilling (HDD) / trenchless technology for crossing of road/embankment, including drilling of pilot hole, reaming to required diameter, pulling/installation of 2 Nos. RCC pipes, jointing with rubber rings/collar joints, alignment control, all leads and lifts, and complete in all respects as per specifications and direction of Engineer-in-Charge.The item shall include cost of HDD equipment, drilling fluid (bentonite), labour, machinery, handling, transportation, and all incidental works required for successful completion of work. Please Enable Macros to View BoQ information |
