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| 1 | Earth work In excavation by mannual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the likes not exceeding 10 sqm on plan, including dressing of sides and ramming of bottom lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil with in a lead of 1 m from cutting edge |
| 2 | All kinds of soil 70% and ordinary rock 30% |
| 3 | Earth work In excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the likes not exceeding 10 sqm on plan, including dressing of sides and ramming of bottom lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed all kinds of soil with in a lead of 50 m. |
| 4 | All kinds of soil 70% and ordinary rock 30% |
| 5 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 6 | labour engagged for Dismantling of dry stone masonry including stacking of serviceable material and disposal of unserviceable material 1 No. labour for 2.83 Cum . ( Complete Job) as directed by Engineer Incharge |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Full Rate |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. (Labour Rate ) |
| 9 | Slip Clearance in Ordinary soils |
| 10 | Slip Clerance mixed with Moorum, Shingle, Kankar |
| 11 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 12 | 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) |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo- Mechanically Treated bars of grade Fe-500 D or in more |
| 15 | Dumping stone excluding cost of stones. in Horizontal on level |
| 16 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 17 | Supply of stones |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 22 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) ( Nallah) |
| 23 | Filling available excavated earth (excl. rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth.Consolidating each deposited layer by ramming and writing lead upto 50M and lift 1.50M |
| 24 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 25 | Opening out old wire crates those and re-binding after filling |
| 26 | Supply of Sand |
| 27 | Filling empty cement bags with sand/ earth; including loading / unloading , placing in dry place and supply of E/C bags complete Job |
| 28 | Supply of knitted crates ( B.A wire 4mm of size 6x1.5x1.5mesh 6\\"x6\\"weight 65 kg including lids (complete job) |
| 29 | Supply of knitted crates ( B.A wire 4mm of size 6x1.20x1.20mesh 6\\"x6\\"weight 55 kg including lids (Complete item) |
| 30 | 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 |
| 31 | b) Stone Agg. below 40 mm nominal size. |
| 32 | c) Stone Agg. above 40 mm & above. |
| 33 | d) Earth |
| 34 | e) Stone |
| 35 | Carraige of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 5.00 Km upto 10.00 Km/km a) Sand |
| 36 | b) Stone Agg. below 40mm nominal size. |
| 37 | c) Stone Agg. 40 mm & above. |
| 38 | d) Earth |
| 39 | e) Stone |
| 40 | Carraige of material by M.T for subsequent additional 1.00 Km Lead. ( to be paid as per actual distance involved at site) Beyond 10.00 Km upto 20.00 Km/km a) Sand |
| 41 | b) Stone Agg. below 40 mm nominal size. |
| 42 | c) Stone Agg. 40 mm & above. |
| 43 | d) Earth |
| 44 | e) Stone |
| 45 | Carraige of material 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 |
| 46 | b) Stone Agg. below 40 mm nominal size. |
| 47 | c) Stone Agg. 40 mm & above |
| 48 | d) Earth |
| 49 | e) Stone |
| 50 | Carraige of material from source to site of work Av. 50m by H/L . ( to be paid as per actual distance involved at site) a) Sand |
| 51 | b) Stone Agg. below 40 mm nominal size. |
| 52 | c) Stone Agg. 40 mm & above. |
| 53 | d) stone |
| 54 | e) Earth |
| 55 | Carraige of material by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 56 | b) Stone Agg. below 40mm nominal size. |
| 57 | c) Stone Agg. 40 mm & above. |
| 58 | d) stone |
| 59 | d) Earth Please Enable Macros to View BoQ information |
