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| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. |
| 2 | Hard rockwhere blasting prohibited |
| 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 pipeline trenches and other foundations complete. |
| 5 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cu.m. 1 : 4 (1 cement: 4 coarse sand in foundation uptoplinth level |
| 6 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cu.m. 1 : 4 (1 cement: 4 coarse sand in foundation uptoplinth level,Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 7 | Providing and laying in position cement concrete 1:2:4(1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost ofcentering,shuttering and finishing : |
| 8 | All works upto plinth level |
| 9 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size) |
| 10 | All works upto plinth level |
| 11 | in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level |
| 12 | in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, intels, bands, plain window sills, staircases upto floor five level |
| 13 | Centering & shuttering including Strutting, Propping & removal of forms for : |
| 14 | Foundations, Footings, Bases for columns |
| 15 | Columns, Piers, Pillars, Abutments, Posts and struts (square rectangle polygon in plan) |
| 16 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, bressumers and Lintels plinth beams not exceeding 1m in depth |
| 17 | Suspended floors, roofs landings, shelves & their supports |
| 18 | Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (Confirming to IS 1786 of 1986)for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 19 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 20 | 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) |
| 21 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 22 | Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in position. Second class Indian teak wood |
| 23 | Providing and fixing 50 mm thick paneled glazed or paneled and glazed shutters for doors, windows and clerestory window including anodized aluminum butt hinges with necessary screws: Second class Indian teak wood |
| 24 | Providing& fixing flush door shutters decoration type core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneeringwith vertical grains and cross bands and face veneers on both faces of shutters: (b)35mm thick including anodized aluminum butt hinges with necessary screws: |
| 25 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheronmake only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. |
| 26 | In tees, angles, flats and channels |
| 27 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade. |
| 28 | Providing asbestos cement sheets roofing’s fixed with galvanized iron j or l hooks, bolts & nuts 8mm dia G.I. plain and bitumen washer complete excluding the cost of purlines rafters, and trusses. |
| 29 | Corrugated sheets 6mm thick. |
| 30 | Providing and fixing ridges & hips in asbestos cement sheets roofing with G.I. j or l hooks, bolts and nuts 8mm dia G.I.plain and bitumen washers complete. |
| 31 | One piece plain angular ridges |
