|
| 1 | SCHEDULE ‘A’ Part - I (Repair Work ) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) mix . |
| 5 | Providing and laying in position reinforced cement concrete (1:1.5: 3 ) with 20 mm nominal size stone aggregates , excluding the cost of centering, shuttering, finishing and reinforcement , all work upto plinth level. |
| 6 | Providing and laying in position reinforced cement concrete (1:1.5: 3 ) with 20 mm nominal size stone aggregates , excluding the cost of centering, shuttering, finishing and reinforcement in columns above plinth level. |
| 7 | Reinforced cement concrete work in beams, chajjas, lintels, bands, plain window sills above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). |
| 8 | Providing and laying formwork to sides of concrete including strutting, propping etc and removal of form for foundations, footings, bases of columns etc. |
| 9 | Providing and laying formwork to sides of concrete including strutting, propping etc and removal of form in columns above plinth level. |
| 10 | Providing and laying formwork to sides of concrete including strutting, propping etc and removal of form in top beams. |
| 11 | Supply and fixng Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. |
| 12 | Half brick masonry 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 Cement mortar 1:4 (1 cement :4 coarse sand). |
| 13 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand).(Internal surfaces of wall). |
| 14 | Supplying, stacking and laying at site 63 mm to 45 mm size stone aggregate, spreading and compacting stone aggregate of specified sizes to floor sub base in uniform thickness, hand picking, ramming watering and compacting to the required density. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying Glazed vitrified floor tiles polished finish of siz in floor in Size of Tile 600 x 1200 mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in allcolours and shade, laid on 20 mm thick CM 1:4 (1 cement:4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 17 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 18 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete, Ridges plain (500 - 600mm) |
| 19 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete, Barge board (Upto 300 mm). |
| 20 | Steel work in built up tubular (round, square or rectangular hollow tubes etc) 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. |
| 21 | Providing and fixing false ceiling of GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) , including factory painted after bending specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, all complete as per specifications, drawings and as directed by Engineer-in-charge. |
| 22 | Providing and fixing aluminium work for door with extruded built up standard tubular sections and other sections of approved make, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions with required EPDM rubber/neoprene gasket etc. Aluminium snap beading for glazing/ paneling, stainless steel screws etc all complete by powder coated aluminium ( minimum thickness of powder coating 50 micron). |
| 23 | Providing and fixing 5.00mm thickness float glass panes in aluminium door shutters with EPDM rubber/ neoprene gasket etc complete . |
| 24 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Groub 'B') |
| 25 | Supplying and fixing 5/6 amps modular switch on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 26 | Supplying and fixing 5/6 amps modular socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 27 | Supplying and fixing 15/16 amps modular switch on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 28 | Supplying and fixing 15/16 amps modular socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 29 | Supplying and fixing 3 Module (Size - 100mmX75mm), GI box alongwith modular base & cover plate for modular switches in recess etc. as required |
| 30 | Supplying and fixing following 6 way Double door, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 31 | Supply and fixing of 12 Watt LED recess panel light size - 150x150 mm fixed to false ceiling, including connection to existing switch board, testing, commissioning etc complete. as required (Make - Havells). Please Enable Macros to View BoQ information |
