|
| 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 | 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 |
| 3 | 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). |
| 4 | 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 |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone. Labour Rate |
| 7 | 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) |
| 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 | Dumping stone excluding cost of stones. in Horizontal on level |
| 10 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 11 | Supply of stones |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | 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) |
| 15 | 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 & watering, lead up to 50 m & lift up to 1.5 m excluding ramming and watering. |
| 16 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 17 | Dismantling old Protection work inclduing cutting of Cratea nd stacking of Stones |
| 18 | Supply of Sand |
| 19 | Crates made mesh type 10x12 ( D=100 mm) Zn+ PVC coated, Mesh wire diameter 2.70/3.70 mm (ID/OD) Crate of size 6x1.20x1.20 mtr (30.88 Sqm) each. |
| 20 | Crates made mesh type 10x12 ( D=100 mm) Zn+ PVC coated, Mesh wire diameter 2.70/3.70 mm (ID/OD) Crate of size 6x1.50x1.50 mtr (40.50 Sqm) each. |
| 21 | White washing with lime to give an even shade on New Work (three or more coats) |
| 22 | Colour washing such as green blue or buff to give an even shade. New work (two or more coats) with basecoat of whiting |
| 23 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 24 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: |
| 25 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 26 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 27 | Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with aluminum paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow primer on new work. 75 mm diameter pipe |
| 28 | Polishing on wood work with ready mixed wax polish of approved brand and manufacture on New work |
| 29 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade |
| 30 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 31 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 32 | 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) Quarry |
| 33 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 34 | Providing and fixing ball bearing for rolling shutters. |
| 35 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 36 | Filling empty cement bags with sand/ earth; including loading / unloading , placing in dry place and supply of E/C bags complete Job |
| 37 | Filling empty cement bags with sand/ earth; including loading / unloading , placing in Wet place and supply of E/C bags complete Job |
| 38 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar |
| 39 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured)In cement mortar |
| 40 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 41 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 42 | 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 |
| 43 | b) Stone Agg. below 20mm |
| 44 | c) Cement |
| 45 | d) Earth / Sand |
| 46 | e) Knitted Crate |
| 47 | f) Empty EC Bags |
| 48 | h) Stone |
| 49 | I) Brick |
| 50 | 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 |
| 51 | b) Stone Agg. below 20mm |
| 52 | c) Cement |
| 53 | d) Earth / Sand |
| 54 | e) Knitted Crate |
| 55 | f) Empty EC Bags |
| 56 | h) Stone |
| 57 | I) Brick |
| 58 | 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 |
| 59 | b) Stone Agg. below 20mm |
| 60 | c) Cement |
| 61 | d) Earth / Sand |
| 62 | e) Knitted Crate |
| 63 | f) Empty EC Bags |
| 64 | h) Stone |
| 65 | I) Brick |
| 66 | 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 |
| 67 | b) Stone Agg. below 20mm |
| 68 | c) Cement |
| 69 | d) Earth / Sand |
| 70 | e) Knitted Crate |
| 71 | f) Empty EC Bags |
| 72 | h) Stone |
| 73 | I) Brick |
| 74 | 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 |
| 75 | b) Stone Agg. below 20mm |
| 76 | c) Stone Agg. above 40mm |
| 77 | d) stone |
| 78 | e) Cement |
| 79 | d) Earth / Sand |
| 80 | e) Knitted Crate |
| 81 | f) Empty EC Bags |
| 82 | I) Brick |
| 83 | Carraige of materail by H/L for subsequent additional 50m Lead. ( to be paid as per actual distance involved at site) a) Sand |
| 84 | b) Stone Agg. below 20mm |
| 85 | c) Stone Agg. above 40mm |
| 86 | d) stone |
| 87 | e) Cement |
| 88 | d) Earth / Sand |
| 89 | e) Knitted Crate |
| 90 | f) Empty EC Bags |
| 91 | f) Brick Please Enable Macros to View BoQ information |
