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| 1 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. |
| 2 | Demolishing R.C.C. work including stacking of steel bars & disposal of unserviceable within 50 mts. lead. |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : |
| 4 | All types of Ordinary rock including all types of laterite rock, blasting prohibited |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 6 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 7 | All works upto plinth level |
| 8 | Centering and shuttering including struttings, propping etc. and removal of formwork for : |
| 9 | Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like. |
| 10 | Suspended floors, roofs landings, shelves & their supports |
| 11 | Providing TMT steel reinforcement bars of (SAIL,TATA.VIZAG,JSW Steel Ltd.)) (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 floors along with the factory made precast concrete cover blocks of specified sizes whose compressivestrengthisnotlessthanthat of surrounding concrete in the structural member. |
| 12 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) |
| 13 | All works upto plinth level |
| 14 | 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 |
| 15 | In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 16 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. |
| 17 | 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. |
| 18 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. |
| 19 | In tees, angles, flats and channels |
| 20 | 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 . |
| 21 | Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 22 | Long open time epoxy bonding agent for bonding old concrete to new concreteProviding and applying structural grade bonding agent a two component, solvent less epoxy resin based. It shall be formulated to meet the requirement of ASTM C881 Type 2, Grade 2, Class B &C. The Bonding agent shall exhibit minimum open time of 6 hours and shall exceed the tensile strength of concrete in terms of its adhesive bond strength. This epoxy system on mixing yields an adhesive for internal or external bonding of renderings, granolithic toppings, and new concrete to old concrete. Item is inclusive of all tools, plant, labour, materials including necessary scaffolding, etc complete. |
| 23 | Providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. |
| 24 | Dark Shade |
| 25 | Drilling holes in the existing RCC surface for 8/10 mm dia bar and up to 200 mm deep for fixing shear connectors using LOCKFIX – P compound manufactured by Fosroc or equivalent reputed company, including supplying, preparing, mixing and applying, preparing the surface etc. as per the manufacturer’s specifications and instructions complete. |
| 26 | Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. |
| 27 | Moorum |
| 28 | Providing and fixing rigid PVC S.W.R. (soil, waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed: |
| 29 | 110 mm dia |
| 30 | Providing and fixing rigid PVC bend of required degree (of approved make) for S.W.R. drainage pipes of approved including lubricating. |
| 31 | 110 mm dia |
| 32 | Providing and fixing 1 mm thick M.S. sheet garage door with frame of 40 x 40 x 6 mm angle iron 3.15 mm M.S. gusset plate at the junction and corners, all necessary fitting complete including applying a priming coat of red lead paint. |
| 33 | a Using M.S. angles 40 mm x 40 mm x 6 mm for diagonal braces. |
| 34 | Misselenous work such as removing of the existingdamaged RCC slab covers, corroded runner anlges of the external cable trench, removal of the rubbish andand cleaning of the area and disposal of the unserviciable material upto a lead of 100 mts. |
