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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 | 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) |
| 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 | Dry Random Rubble masonry with hard stone in foundation Plinth using Nallah Stone Without Bond stone. |
| 5 | 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 |
| 6 | Silt clreance from canals / Khuls inclusive of intial lead and lift (50m 1.50 m respectively ). a) Dry |
| 7 | a) Wet |
| 8 | Slip clreance in soils , mixed with moorum / Kankar / Shingle / boulders , disposal lead 50m and lfit upto 1.50 m |
| 9 | Providing & laying in position cement concrete of specified gradeincluding 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) |
| 10 | 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) |
| 11 | Supply of Stone |
| 12 | Dumping stones excluding cost of stone in horizontal on level. |
| 13 | 12 mm cement plaster in 1:4 Mix (1 cement : 4 coarse sand) |
| 14 | 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. |
| 15 | b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | 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 mortara) Cement mortar 1:6 (1cement: 6 coarse sand) |
| 17 | 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 |
| 18 | Constructing Muthu Bunds , Comprising boulders and wood bushes in alternate lyres , including working in water situations |
| 19 | 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. |
| 20 | Providing corrugated G. S. sheet including cutting to size and shape where ever required 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 21 | Providing corrugated G. S. sheet including cutting to size and shape where ever required 0.63 mm thick with zinc coating not less than 275 gram/m2 |
| 22 | Carraige of material from source to site of work including loading , unloading , stacking complete by Av. 05 Km by MT . ( to be paid as per actual distance involved at site) a) Sand |
| 23 | b) Stone Agg. below 20mm |
| 24 | c) Cement |
| 25 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km a) Sand |
| 26 | b) Stone Agg. below 20mm |
| 27 | c) Cement |
| 28 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 20.00 Km a) Sand |
| 29 | b) Stone Agg. below 20mm |
| 30 | c) Cement |
| 31 | Carraige of materail by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Additional lead above 20.00 KM a) Sand |
| 32 | b) Stone Agg. below 20mm |
| 33 | c) Cement |
| 34 | 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 |
| 35 | b) Stone Agg. below 20mm |
| 36 | c) Stone Agg. above 40mm |
| 37 | d) stone |
| 38 | e) Cement |
| 39 | Carraige of materail by H/L for subsequent additional 50m Lead. ( 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 Please Enable Macros to View BoQ information |
