|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 2 | In cement mortar |
| 3 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 4 | In cement mortar |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 7 | All kinds of soil. |
| 8 | 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 up to 1.5 m. |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 10 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 11 | Beyond 120 cm girth up to and including 240 cm girth |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 13 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 15 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. |
| 16 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 17 | 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 : |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | 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 : |
| 20 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 22 | Foundations, footings, bases of columns, etc. for mass concrete |
| 23 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 24 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 32 | For fixed portion |
| 33 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 34 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 35 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 36 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 37 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 38 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 39 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 40 | 12 mm cement plaster of mix : |
| 41 | 1:6 (1 cement: 6 fine sand) |
| 42 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 43 | 1:6 (1 cement: 6 fine sand) |
| 44 | 6 mm cement plaster of mix : |
| 45 | 1:3 (1 cement: 3 fine sand) |
| 46 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 47 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 48 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge. |
| 49 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 50 | Providing and fixing 18 mm thick (HDHMR) cub boards of high dencity High moisture resistance, Termite resistance of manufaturers like TESA or equivallent including necessary stainless steel piano hinges,decorative chorome finished cub board handles,door magnets,locks,2 nd class teak wood beadings,Labour for cutting,transportation,fixing etc all complete as per the directions of Engineer in charge (Note: super facia measurements may be taken for payment) |
| 51 | Providing 10 mm thick Plaster of Paris ceiling up to a heightof 5 m above floor level, with 600mm x 600 mm grid made with 45x12 mm chanels with thickness 0.5 mm hanged with 20x20mm L angles and bottom pop sheet connecting channel 0f 60x40 with depth 20mm.channel sections are made with zindal or equivallent company including screws.sandpapering ,cutting for lights etc complete asper the directions of Engineer incharge. |
| 52 | a)Flat surfaces |
| 53 | Cutting branches/roots of trees in the BSNL compound,lalacheruvu, Rajahmundry which were obstructing for the construction of compound wall including ropes ,pulleys and necessary electrical mechines retal cost and stacking the meterial with in 50 m of the compound as per the directions of Engineer in charge Please Enable Macros to View BoQ information |
