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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manaul means in foundation pipeline trenches drain(not exceeding 1.5m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. |
| 2 | All kinds of soil |
| 3 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in charge |
| 4 | Rubble packing with hard laterite stone under floors including watering, ramming and consolidating etc In pipe line trenches and other foundations complete. |
| 5 | Providing & laying cement concrete 1:3:6(1 cement:3 coarse sand:6 graded granitic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing in: |
| 6 | All works upto plinth level |
| 7 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 5 (1 cement : 5 coarse sand) in foundation and basement. |
| 8 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 5 (1 cement : 5 coarse sand) in foundation and basement .Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 9 | Centering and shuttering including strutting, proping & removal of form for. |
| 10 | Foundation, footings, bases for columns etc. |
| 11 | Centering and shuttering including strutting, proping & removal of form for. |
| 12 | Columns,piers, pillars, abutments Posts and struts (square, rectangle, polygon in plan) |
| 13 | Centering and shuttering including strutting, proping & removal of form for. |
| 14 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams exceeding 1m in depth |
| 15 | Centering and shuttering including strutting, proping & removal of form for. |
| 16 | Suspended floors, roofs landings, shelves & their supports |
| 17 | Providing Highly yield strength steel (HYSD)/TMT steel reinforcement bar from secondary producers (confirming to is 1786 of 1986)for R.C.C. work including bending, binding and placing in position in all the floors with the factory made precast concrete blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 18 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement:11/2 coarse sand: 3 graded stone agg 20mm nominal size) |
| 19 | All works upto plinth level. |
| 20 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement:11/2 coarse sand: 3 graded stone agg 20mm nominal size) |
| 21 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 22 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement:11/2 coarse sand: 3 graded stone agg 20mm nominal size) |
| 23 | In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 24 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 25 | Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) |
| 26 | 20 mm thick. |
| 27 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 28 | Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge.complete as per the directions of the Engineer in charge. |
| 29 | Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. |
| 30 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints / Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 31 | Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete. |
| 32 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. Please Enable Macros to View BoQ information |
