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| 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | b) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 8 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 12 | a) Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | b) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 15 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 17 | a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | 6 mm cement plaster of mix : |
| 19 | 1:3 (1 cement: 3 fine sand) |
| 20 | Finishing walls with water proofing cement paint of required shade : |
| 21 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 22 | Structural steel work riveted , bolted or welded in build up sections , trusses and framed work, including cutting hoisting, fixing in position with galvanized steel sections consisting of Angles , flats, plates fabricated as per approved drawings in gratings, frames, railings, cable trays, ladders, space frames and similar locations , The galvanizing shall be as per IS 4759 with average mass of zinc coating of 610 gm/Sqm (approximately 85 micron) . The steel sections shall be of M.S grade \"A\" as per IS 2062. Cost of galvanization is inclusive. The payment shall be made as per the standard structural steel tables for the bare steel sectional weights . All compete as directed by the Engineer -in-charge. |
| 23 | Providing and fixing G.I. coated bolts including nuts and washers of grade4.6 of required size , dia., shape etc. complete as per directions of Engineer-In charge . |
| 24 | Painting two or more coats with high gloss synthetic enamel paint of approved brand and colour over one coat of ETCHprimer (BISION wash primer or equivalent) and second coat of Red oxide Zinc Chromate primer or equivalent of approved brand and colour to give an even shade to additional steel section /members/built-up assembly such as Horizontal gantry posts etc., |
| 25 | Erection of 12 m highMARR MAST in segments over roof top includingconnecting angles, gantry, nut & bolts with torque resistant bolts and nuts with plain and spring washers checknuts etc., wherever required complete as per the direction of the Engineer in charge. (Rate includes the straigtening of masts, erection of marr mast including necessary scaffolding arrangement, helmets, ropes, pullies and other safety arrangements etc., complete as per directions of Engineer-in-Charge. Payment for bolts and nuts shall be made seperately under basic item. Note:- BSNL shall not be responsiblefor any mishaps, damages etc., if any, occuring during the execution of the work. The rate includes the cost for taking necessary insurance for workmen compensation and for comprehensive risk coverage. Nothing extra shall be paid on this account. |
| 26 | a) 3 x 12.00 metres high marr masts |
| 27 | Painting two or more coats with high gloss synthetic enamel paint of approved brand and colour (International white and orange)as per recommendation of international Civil Aviation rules in roof top MARR masts of Galvanised structural steel .(NOTE: Rate includes painting of 3 nos MARR masts, platforms, antenna mount,vertical tray/gantry,, Wave guiderack, feeder cable rack, rails, lightening arrester, nuts and bolts,posts etc. as one job) |
| 28 | a) 3 x 12.00 metres high MARR Masts |
| 29 | P/Fixing MS \"U\" clamps with nuts, plain washers etc., complete. complete as per directions of Engineer In Charge. |
| 30 | a)12 mm diameter 400 mm length. |
| 31 | P/Fixing anchor fasteners (expansion fasteners) of approved quality including drilling in R.C.C and fixing complete.complete as per directions of Engineer In Charge. |
| 32 | 12 mm dia and 50 mm length. |
| 33 | 16 mm dia and 75 mm length. |
| 34 | Drilling holes of 16mm dia in RCC slab/beam upto a depth 120 mm and embedding 12mm dia TMT bars of grade Fe 500Din the hole including grouting the hole with FOSROCKLOKFIXchemical or approved equivalent to anchor reinforcementexcluding the cost of reinforcement as per direction of Engineer-in-Charge. ( the work shall be carried out as per manufactures specification through the Applicator approved by the manufacturer) |
| 35 | Dismantling of the MARR MAST includingconnecting angles, gantry, nut& bolts etc., complete as per the direction of the Engineer in charge. (Rate includes the cost of dismantling of marr mast, gantry, necessary scaffolding arrangement, helmets, ropes, pullies and other safety arrangements etc., complete as per directions of Engineer-in-Charge. Note:- BSNL shall not be responsiblefor any mishaps, damages etc., if any, occuring during the execution of the work. The rate includes the cost for taking necessary insurance for workmen compensation and for comprehensive risk coverage. Nothing extra shall be paid on this account. ( The disantling locations of Marr Mast are at i)Konasanundar II)Pipriiii)Yeragatla in Nizamabad SSA) |
| 36 | a) 1 x 15.00 metres high marr masts |
| 37 | b) 1 x 18.00 metres high marr masts |
| 38 | c) 1 x 21.00 metres high marr masts |
| 39 | Transportation of 1no X 15.00mt Marr Mast from Navipet, 1noX18.00m Marr Mast from Yeragatla and 1noX21.00m of Mast Mast material from Pipri (each segment of Marr Mast is 3.00m length) in Nizamabad SSA. Only 3X12.00m Marr Masts material to be transported to the site/ location at New Banswada town, Nizamabad SSA and the rest of material of remaining segments over 12.00m Marr Mast to be placed/stacked at TE compound, Armur in Nizamabad SSA or Stores compound at Sraddanandh ganj in Nizamabad town . Cost includes loading, transportation, unloading and lifting of 3X12.00 Marr Mast material on terrace of (G+1) building at new location site in Banswada town, Nizamabad SSA etc., complete as directed by the engg-in-charge. |
| 40 | a)1noX15.00m Marr Mast Material from Navipet in Nizamabad SSA. (The approximate distance between Navipet to Banswada is 90km) |
| 41 | b)1noX18.00 m Marr Mast Material from Yeragatla in Nizamabad SSA.(The approximate distance between Yeragatla to Banswada is 130km) |
| 42 | c)1noX21.00 m Marr Mast Material from TE Compound Pipri in Nizamabad SSA. (The approximate distance between Pipri to Banswada is 100km) |
| 43 | Providing and fixing G.I guy rope of 8 mm dia. Including necessary clamps, tightening arrangement, labour charges for tying etc., complete as directed by Engineer-in-charge. |
| 44 | Cutting holes of required size upto 30X30cm in brick masonry wall and making good the same including finishing neatly and painting etc. complete as per direction of Engineer-in-charge. |
