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| 1 | Reparing and maintenance of TLM shed/store of TLM office Chhindwara. |
| 2 | 15.6.3 \\"Demolishing brick work manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in- Charge...In cement mortar.\\" |
| 3 | 15.2.1 \\"Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in.Charge...Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).\\" |
| 4 | 2.27.1 \\"Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete...With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)\\" |
| 5 | 6.5.2 \\"Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete...Cement mortar 1:6 (1 cement : 6 sand)\\" |
| 6 | 13.2.2 \\"15 mm cement plaster on the rough side of single or half brick wall of mix..1:6 (1 cement : 6 sand) \\" |
| 7 | 13.3.2 \\"20 mm cement plaster of mix :..1:6 (1 cement : 6 sand)\\" |
| 8 | 4.1.2.3 \\"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :..With 40mm nominal size graded stone aggregate..M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate....\\" |
| 9 | 4.1.1.3 \\"Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :.With 20mm nominal size graded stone aggregate..M-15 - Grade concrete\\" |
| 10 | 5.9.1 \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Foundations, footings, bases of columns, etc. for concrete upto plinth level\\" |
| 11 | 5.9.2.1 \\"Centering and shuttering in cluding strutting, propping etc. and removal of form for:..Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc...Uptoplinthlevel\\" |
| 12 | 5.16.1 \\"Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on \\"Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification\\")..Mild steel and Medium Tensile steel bars. ..\\" |
| 13 | 5.16.6 \\"Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detalingIS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on \\"Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification\\")..Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786..\\" |
| 14 | 5.1.1 \\"Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate) excluding the cost of centering,shuttering, finishing and reinforcement -All work up to plinth level :..M-20 Grade Concrete\\" |
| 15 | 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 16 | 13.64 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 17 | 13.41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of Chief Engineer will be required. |
| 18 | 13.49 Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. |
| 19 | 13.52 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongationof 150% and water proofing of upto 3 bars on vertical surface |
| 20 | 14.30 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. |
| 21 | 12.15 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 gsm 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 while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) withEPDM 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 |
| 22 | 11.72.1 \\"Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658- 2006 made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications and direction of Engineer-in-Charge...80 mm thick C.C. paver block of M-35 grade.\\" |
| 23 | 21.3.1 \\"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) : ..With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) \\" |
| 24 | 21.1.1.3 \\"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) :.For fixed portion. .Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) \\" |
| 25 | 13.66.2 \\"Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content lessthan 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour...Two coats. \\" |
| 26 | 12.47 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3 , 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm andwire mesh of 12.5mm x 24 gauge wiremesh, for top most ceiling of building. |
| 27 | 12.16.1 \\"Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 using self-drilling/ self.tapping screws complete :..Ridges plain (500 - 600mm). \\" |
| 28 | 18.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank |
| 29 | 18.7.1 \\"Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..15 mm nominal outer dia .Pipes..\\" |
| 30 | 18.7.3 \\"Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipe and fittings with onestep CPVC solvent cement, trenching, refilling andtesting of joints complete as per direction of Engineer-in- Charge..External Work..25 mm nominal outer dia .Pipes..\\" |
| 31 | 9.18.1 \\"Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter..35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.\\" Please Enable Macros to View BoQ information |
