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| 1 | Earth work in bulk excavation by manual means 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 : |
| 2 | Earthwork Excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 Mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan including dressing of sites and ramming of bottom lift upto 1.5 Mtrs including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer In-Charge a) All kind of soil |
| 3 | Earth work in bulk excavation by Mechanical means (Hydrasulic 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 |
| 4 | E/work in excavation by manual means in trenches for foundations, drains , pipes , cables etc. (Not exceeding 1.5mtr in width) and for shafts , wells , cesspits and like not exceeding 10 Sqm on Plan, depth up to 1.50 mtr. Including disposal of excavted earth , with all leades and lift completed in all kind of soil . |
| 5 | Demolishing of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer.a) 1:3:6 or rich mix (I/C equivalent design mix) |
| 6 | b) 1:4:8 or linear Mix (I/C equivalent design mix) |
| 7 | Dry Random Rubble masonry with hard stone in foundation Plinth using Nallah Stone Without Bond stone. |
| 8 | Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs. |
| 9 | Clearing jungle including uprooting of rank vegetation , grass , brushwood, trees and sapling of grith upto 30cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50m outside the priphery the area cleared |
| 10 | Silt clreance from canals / Khuls inclusive of intial lead and lift (50m 1.50 m respectively ). a) Dry |
| 11 | a) Wet |
| 12 | Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m and lfit upto 1.50 m |
| 13 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering -- All work up to plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone agg. 40 mm nominal size) |
| 14 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size) |
| 15 | Supply of Stone |
| 16 | Dumping stones excluding cost of stone in horizontal on level. |
| 17 | 12 mm cement plaster in 1:4 Mix (1 cement : 4 coarse sand) |
| 18 | Centering and shuttering including strutting, propping etc and removal form for: (Rates to be quoted including carriage complete job). a) Foundation, footings, bases of columns etc for mass concrete. |
| 19 | b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Random Rubble masonry with hard stones in foundation and plinth including leveling up with cement conc. 1:6:12 (1 Cement: 6 coarse sand: 12 graded stones aggregate 20mm nominal size) upto plinth level and curing complete cement mortar a) Cement mortar 1:6 (1cement: 6 coarse sand) |
| 21 | Providing and laying in position cement conrete of specified grade including curing but excluding the cost of centering and shuttering - All work upto plinth level.1:2:4 ( 1 Cement : 2 Coarse sand , 4 gradd stone aggregate 20mm nominal size crushed) : |
| 22 | Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement incl. cement slurry and curing complete complete but excl. C/o nosing of steps etc. complete (50mm thick with 20mm nominal size stone aggregate |
| 23 | Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement incl. cement slurry and curing complete but excl. C/o nosing of steps etc. complete (40mm thick with 20 mm nominal size stone aggregate |
| 24 | Constructing Muthu Bunds , Comprising boulders and wood bushes in alternate lyres , including working in water situations |
| 25 | Dismentalling of G.i pipes ( external wrok including excavtion and refilling trenches after taking out the pipe , mannually / mechnical means including stacking of pipes within the 50m lead after per the direction of Engineer Incharge . Above 40mm nominal bore |
| 26 | Providing of HDPE Pipe 75mm Dia excluding cost of earthwork |
| 27 | Supply of Fitter ( Second Class ) |
| 28 | Supply of labour ( Mazdoor) |
| 29 | Providing and fixing G.I Pipes ccomplete with with G.I fittings execulding trenches and refelling etc ( external work ) 100mm dia |
| 30 | Laying and Ftting of G.I Pipes excluding cost of Pipe. And earth work all complete . G.I Pipe 100mm dai (L) |
| 31 | Dismentaling of old plaster or skiting , raking out joints and clearing the surface for plaster including disposal of rubbish to dumping ground within 50m lead. |
| 32 | Welding, including transportation of plant at site etc. complete. By gas plant |
| 33 | Welding, including transportation of plant at site etc. complete. By electric plant |
| 34 | Providing flanged joints to double flanged C.I. , G.I pipes and including Rubber Gasket testing to joints. a) 100mm Dia |
| 35 | Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 20 Km by MT . ( to be paid as per actual distance involved at site) a) Sand |
| 36 | b) Stone Agg. below 20mm |
| 37 | c) Cement |
| 38 | d) Steel |
| 39 | Carraige of materail from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand |
| 40 | b) Stone Agg. below 20mm |
| 41 | c) Stone Agg. above 40mm |
| 42 | d) stone |
| 43 | e) Cement |
| 44 | e) Steel |
| 45 | e)G.I pipe |
| 46 | Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 47 | b) Stone Agg. below 20mm |
| 48 | c) Stone Agg. above 40mm |
| 49 | d) stone |
| 50 | e) Cement |
| 51 | e) Steel |
| 52 | f) G.I Pipe Please Enable Macros to View BoQ information |
