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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard Rock (Blasting Prohibited) |
| 5 | Extra for every additional lift of 1.5 m to 3.0 m or part there of |
| 6 | 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. |
| 7 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 8 | 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) |
| 9 | Stone soling, Supplying and filling 40mm down size aggregates along with watering and raming as specified by Engineer In Charge. The material excanvated from main trench shall be re-used |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Providing plastering 2 to long, thick in CM 14 proportion 2% of approved quality water proof compound External Plastering including curing with all lead and lift for all materials etc. complete |
| 13 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, PCC for Settler, RCC for Base slab |
| 14 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, RCC for Top Slab |
| 15 | Providing and removing centering, shuttering, strutting, propping etc and removal of formwork for flat surface such as roofs, landings, balconies, and likes, thickness upto 200mm including cost of all materials, labour complete as per specifications upto 3.50m from ground level, RCC Wall, PGF |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings wit latest amendments ended with integral sockets with ISi mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing commissioning, including loading and unloading at both destinations and cut of pipes wherever necessary inciding Jointing of Gi pipes(with cost of elastomeric sealing rings an specials(excluding cost of specials)with jointing of approved with all labour, with all lead & lift including encasing the phe alround to a depth of not less than 15cms with soft gravelorr selected earth available from the excavation etc complète and hydraulic test to the required pressung as ISS(contractor will make his own arrangements for praeuring water for testing) 100 mm dia vertical pipes (Medium), 100mm dia vertical perforated pipe for removing trappadal (Medium), 100mm for settler inlet. |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings wit latest amendments ended with integral sockets with ISi mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing commissioning, including loading and unloading at both destinations and cut of pipes wherever necessary inciding Jointing of Gi pipes(with cost of elastomeric sealing rings an specials(excluding cost of specials)with jointing of approved with all labour, with all lead & lift including encasing the phe alround to a depth of not less than 15cms with soft gravelorr selected earth available from the excavation etc complète and hydraulic test to the required pressung as ISS(contractor will make his own arrangements for praeuring water for testing) 150mm dia Gi Pipe at AF for Desludging |
| 18 | Supplying and fixing in position Ci manhole covers with Cl (Heavy duty) of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete. (As per instruction of Engineer Incharge)as per standard specification etc., complete compying with standard specifications 700mmx700mm |
| 19 | Providing/Laying of Coarse Aggregrate size as below after washing and sieving to make it free from fines and dust,160-200mm nominal size for base preparing of PGF, 90-120mm nominal size for base preparing of PGF and 10-12mm nominal size for base preparing of PGF. |
| 20 | Plants: providing/Planting common reeds or other rhizoms eg oyster, beat, llly, cana Indica rypha etc |
| 21 | Add for miscellaneous items (drain to divert dry weather flow, trash screening arrangement ind catchment arrangement and any other items found necessary during execution) as per directions of EIC |
| 22 | Carriage of Sand |
| 23 | Carriage of Aggregate |
| 24 | Carriage of Steel |
| 25 | CIB (citizen information Board ) size 4'0\\"x5'0\\"x0'9\\" (above plinth level) with tepered top having 20 degree slope in Brick Masonary(1:4) including plaster , paint, lettering and logos as per instruction of Engineer -in-charge including carriage of material. ( complete job) |
| 26 | Earth work in excavation by manual means 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: All kinds of soil : |
| 27 | 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 : |
| 28 | 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) |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 30 | Carriage of materials Please Enable Macros to View BoQ information |
