1718974679000 | 0 | None | None | Other Works | Comprehensive Developmental works to Parks, Roads, Drains, Footpath, Asphalting to Bad Roads and Construction of Additional Floor to Hospital Building in S G Palya in Ward No 147, 148, 151, 152, 172, 173 and 176 (Comprising of 16 works Package 01) | 176845969.19 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3331041 | 116733 | None | code01 | Dismantling chain link fencing including removing the posts, cement concrete fedestals, foundation and stacking the useful materials safely at a distance to the appropriate disposal area as per direction of Engineerin-charge.complete as per specification and Directions of Engineer In Charge of the work | Kgs | 28.55 | 28.55 | 2250.98 | False | None | None | False | None | False | 64265.479 | 0 | 3331042 | 116733 | None | code02 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Dismantling Stone Masonry By Manual means Rubble stone masonry in cement mortar.complete as per specification and Directions of Engineer In Charge of the work | Cum | 2185.83 | 2185.83 | 108.05 | False | None | None | False | None | False | 236178.9315 | 0 | 3331043 | 116733 | None | code03 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Ground Floorcomplete as per specification and as per the directions of Engineer In Charge of the work Available Stonescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 6557.31 | 6557.31 | 75.63 | False | None | None | False | None | False | 495929.3553 | 0 | 3331044 | 116733 | None | code04 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) complete as per specification and Directions of Engineer In Charge of the work | Cum | 8292.92 | 8292.92 | 502.3 | False | None | None | False | None | False | 4165533.716 | 0 | 3331045 | 116733 | None | code05 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 330.99 | 330.99 | 118.09 | False | None | None | False | None | False | 39086.6091 | 0 | 3331046 | 116733 | None | code06 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of
machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 8103.41 | 8103.41 | 80.95 | False | None | None | False | None | False | 655971.0395 | 0 | 3331047 | 116733 | None | code07 | Providing and fixing 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Chargecomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 176.52 | 176.52 | 71319.93 | False | None | None | False | None | False | 12589394.0436 | 0 | 3331048 | 116733 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 314.11 | 314.11 | 369.13 | False | None | None | False | None | False | 115947.4243 | 0 | 3331049 | 116733 | None | code09 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed raded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 7773.72 | 7773.72 | 109.37 | False | None | None | False | None | False | 850211.7564 | 0 | 3331050 | 116733 | None | code10 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(Including Centering and Shuttering for Foundation upto Plinth Level) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 8882.05 | 8882.05 | 161.49 | False | None | None | False | None | False | 1434362.2545 | 0 | 3331051 | 116733 | None | code11 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specificationcomplete as per specification and Directions of Engineer In Charge of the work | Tonne | 116115.18 | 116115.18 | 19.31 | False | None | None | False | None | False | 2242184.1258 | 0 | 3331052 | 116733 | None | code12 | Providing and fixing 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. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.complete as per specification and Directions of Engineer In Charge of the work | Kg | 190.8 | 190.8 | 6730.3 | False | None | None | False | None | False | 1284141.24 | 0 | 3331053 | 116733 | None | code13 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to 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 as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g/ m²complete as per specification and Directions of Engineer In Charge of the work | Sqm | 1140.94 | 1140.94 | 439.32 | False | None | None | False | None | False | 501237.7608 | 0 | 3331054 | 116733 | None | code14 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 381.61 | 381.61 | 439.32 | False | None | None | False | None | False | 167648.9052 | 0 | 3331055 | 116733 | None | code15 | Providing,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of
minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments. The entire roof shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work 30mm thicknesscomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 2853.0 | 2853.0 | 121.26 | False | None | None | False | None | False | 345954.78 | 0 | 3331056 | 116733 | None | code16 | Providing, laying & fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1:3 mis finished with flush pointing using white cement, including cost of materials, mortar, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 1209.73 | 1209.73 | 496.49 | False | None | None | False | None | False | 600618.8477 | 0 | 3331057 | 116733 | None | code17 | Providing and fixing Plain Sadarahalli granite benches of 4 feet length and 1 feet width with side arm supports at 18" height with all lead and lift and loading and unloading as per the direction of In Charge of work including all taxescomplete as per specification and Directions of Engineer In Charge of the work | Each | 20060.0 | 20060.0 | 58.0 | False | None | None | False | None | False | 1163480.0 | 0 | 3331058 | 116733 | None | code18 | Providing and fixing pair of S S Dust bin ( Perforated/closed) of 300mm Dia and 600mm Dia Height with cover with stand fixed to ground with CC 1:2:4 of 20mm D/s aggregates including transportation, labour charges, electricity charges for all item work with all lead and lift etc., complete as per directions of Engineer In Charge of the work.complete as per specification and Directions of Engineer In Charge of the work | Each | 21240.0 | 21240.0 | 21.0 | False | None | None | False | None | False | 446040.0 | 0 | 3331059 | 116733 | None | code19 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depthcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 123.31 | 123.31 | 20.25 | False | None | None | False | None | False | 2497.0275 | 0 | 3331060 | 116733 | None | code20 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work Depth exceeding 1.5m, but not exceeding 3 m Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 336.18 | 336.18 | 35.88 | False | None | None | False | None | False | 12062.1384 | 0 | 3331061 | 116733 | None | code21 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Plinth Beam) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 12616.56 | 12616.56 | 3.62 | False | None | None | False | None | False | 45671.9472 | 0 | 3331062 | 116733 | None | code22 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Columns) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 15099.76 | 15099.76 | 3.83 | False | None | None | False | None | False | 57832.0808 | 0 | 3331063 | 116733 | None | code23 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Lintel, Beams) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 14211.54 | 14211.54 | 3.81 | False | None | None | False | None | False | 54145.9674 | 0 | 3331064 | 116733 | None | code24 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Staircase, Slab) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 13323.32 | 13323.32 | 7.4 | False | None | None | False | None | False | 98592.568 | 0 | 3331065 | 116733 | None | code25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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.complete as per specification and Directions of Engineer In Charge of the work | Cum | 345.26 | 345.26 | 241.59 | False | None | None | False | None | False | 83411.3634 | 0 | 3331066 | 116733 | None | code26 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1597.83 | 1597.83 | 635.94 | False | None | None | False | None | False | 1016124.0102 | 0 | 3331067 | 116733 | None | code27 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 330.99 | 330.99 | 158.58 | False | None | None | False | None | False | 52488.3942 | 0 | 3331068 | 116733 | None | code28 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 382.9 | 382.9 | 11.34 | False | None | None | False | None | False | 4342.086 | 0 | 3331069 | 116733 | None | code29 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 459.49 | 459.49 | 77.81 | False | None | None | False | None | False | 35752.9169 | 0 | 3331070 | 116733 | None | code30 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 115.52 | 115.52 | 77.81 | False | None | None | False | None | False | 8988.6112 | 0 | 3331071 | 116733 | None | code31 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 106.43 | 106.43 | 158.58 | False | None | None | False | None | False | 16877.6694 | 0 | 3331072 | 116733 | None | code32 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3701.89 | 3701.89 | 14.9 | False | None | None | False | None | False | 55158.161 | 0 | 3331073 | 116733 | None | code33 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1721.14 | 1721.14 | 26.63 | False | None | None | False | None | False | 45833.9582 | 0 | 3331074 | 116733 | None | code34 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1153.92 | 1153.92 | 2.25 | False | None | None | False | None | False | 2596.32 | 0 | 3331075 | 116733 | None | code35 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1880.8 | 1880.8 | 30.0 | False | None | None | False | None | False | 56424.0 | 0 | 3331076 | 116733 | None | code36 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 179220.05 | 179220.05 | 0.18 | False | None | None | False | None | False | 32259.609 | 0 | 3331077 | 116733 | None | code37 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | No | 1318.76 | 1318.76 | 3.0 | False | None | None | False | None | False | 3956.28 | 0 | 3331078 | 116733 | None | code38 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 9662.31 | 9662.31 | 3.6 | False | None | None | False | None | False | 34784.316 | 0 | 3331079 | 116733 | None | code39 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3071.06 | 3071.06 | 1.58 | False | None | None | False | None | False | 4852.2748 | 0 | 3331080 | 116733 | None | code40 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /
wooden frames with rawl plugs screws etc. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 237.53 | 237.53 | 66.15 | False | None | None | False | None | False | 15712.6095 | 0 | 3331081 | 116733 | None | code41 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 81mm width x 42mm height with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware & single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 8503.19 | 8503.19 | 2.88 | False | None | None | False | None | False | 24489.1872 | 0 | 3331082 | 116733 | None | code42 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 7423.26 | 7423.26 | 0.27 | False | None | None | False | None | False | 2004.2802 | 0 | 3331083 | 116733 | None | code43 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 733.37 | 733.37 | 4315.42 | False | None | None | False | None | False | 3164799.5654 | 0 | 3331084 | 116733 | None | code44 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Columns) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 15250.76 | 15250.76 | 3.89 | False | None | None | False | None | False | 59325.4564 | 0 | 3331085 | 116733 | None | code45 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Lintel, Beams) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 14353.65 | 14353.65 | 3.81 | False | None | None | False | None | False | 54687.4065 | 0 | 3331086 | 116733 | None | code46 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including Centering and Shuttering for Staircase, Slab) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 13456.55 | 13456.55 | 7.4 | False | None | None | False | None | False | 99578.47 | 0 | 3331087 | 116733 | None | code47 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and
technical specification Buildings First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Tonne | 117276.33 | 117276.33 | 32.29 | False | None | None | False | None | False | 3786852.6957 | 0 | 3331088 | 116733 | None | code48 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1613.81 | 1613.81 | 99.62 | False | None | None | False | None | False | 160767.7522 | 0 | 3331089 | 116733 | None | code49 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of
materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 334.29 | 334.29 | 158.58 | False | None | None | False | None | False | 53011.7082 | 0 | 3331090 | 116733 | None | code50 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 386.73 | 386.73 | 11.34 | False | None | None | False | None | False | 4385.5182 | 0 | 3331091 | 116733 | None | code51 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 464.08 | 464.08 | 77.81 | False | None | None | False | None | False | 36110.0648 | 0 | 3331092 | 116733 | None | code52 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 116.67 | 116.67 | 77.81 | False | None | None | False | None | False | 9078.0927 | 0 | 3331093 | 116733 | None | code53 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 107.5 | 107.5 | 158.58 | False | None | None | False | None | False | 17047.35 | 0 | 3331094 | 116733 | None | code54 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3738.91 | 3738.91 | 14.9 | False | None | None | False | None | False | 55709.759 | 0 | 3331095 | 116733 | None | code55 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1738.35 | 1738.35 | 26.63 | False | None | None | False | None | False | 46292.2605 | 0 | 3331096 | 116733 | None | code56 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including pointing the joints with white cement and matching pigments etc., complete. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1165.46 | 1165.46 | 2.25 | False | None | None | False | None | False | 2622.285 | 0 | 3331097 | 116733 | None | code57 | Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1899.61 | 1899.61 | 30.0 | False | None | None | False | None | False | 56988.3 | 0 | 3331098 | 116733 | None | code58 | Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 181012.25 | 181012.25 | 0.18 | False | None | None | False | None | False | 32582.205 | 0 | 3331099 | 116733 | None | code59 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | No | 1331.95 | 1331.95 | 3.0 | False | None | None | False | None | False | 3995.85 | 0 | 3331100 | 116733 | None | code60 | Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 9758.93 | 9758.93 | 3.6 | False | None | None | False | None | False | 35132.148 | 0 | 3331101 | 116733 | None | code61 | Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. with both side prelam First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3101.77 | 3101.77 | 1.58 | False | None | None | False | None | False | 4900.7966 | 0 | 3331102 | 116733 | None | code62 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /
wooden frames with rawl plugs screws etc. First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 239.9 | 239.9 | 66.15 | False | None | None | False | None | False | 15869.385 | 0 | 3331103 | 116733 | None | code63 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 8588.22 | 8588.22 | 2.88 | False | None | None | False | None | False | 24734.0736 | 0 | 3331104 | 116733 | None | code64 | Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) First Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 7497.49 | 7497.49 | 0.27 | False | None | None | False | None | False | 2024.3223 | 0 | 3331105 | 116733 | None | code65 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts,bolts, fasteners etc.) including cost of materials, labour, usage charges
of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Ground Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 740.7 | 740.7 | 217.44 | False | None | None | False | None | False | 161057.808 | 0 | 3331106 | 116733 | None | code66 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.complete as per specification and Directions of Engineer In Charge of the work | Cum | 2158.57 | 2158.57 | 47.97 | False | None | None | False | None | False | 103546.6029 | 0 | 3331107 | 116733 | None | code67 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Including Centering and Shuttering for Columns) Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 15552.75 | 15552.75 | 6.8 | False | None | None | False | None | False | 105758.7 | 0 | 3331108 | 116733 | None | code68 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Including Centering and Shuttering for Lintel, Beams) Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 14637.88 | 14637.88 | 8.27 | False | None | None | False | None | False | 121055.2676 | 0 | 3331109 | 116733 | None | code69 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (Including Centering and Shuttering for Slab) Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Cum | 13723.02 | 13723.02 | 4.87 | False | None | None | False | None | False | 66831.1074 | 0 | 3331110 | 116733 | None | code70 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Buildings Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Tonne | 119598.64 | 119598.64 | 2.01 | False | None | None | False | None | False | 240393.2664 | 0 | 3331111 | 116733 | None | code71 | Providing and fixing 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kg | 181.82 | 181.82 | 6203.47 | False | None | None | False | None | False | 1127914.9154 | 0 | 3331112 | 116733 | None | code72 | Providing,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments. The entire roof shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work 50mm thickness Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3469.35 | 3469.35 | 271.89 | False | None | None | False | None | False | 943281.5715 | 0 | 3331113 | 116733 | None | code73 | Non Power Driven with 0.9mm thickness and 38 No.s of Vanes & turbine doom thickness 1mm and total weight not less than 5.2kg for Industrial use. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Nos | 6978.82 | 6978.82 | 4.0 | False | None | None | False | None | False | 27915.28 | 0 | 3331114 | 116733 | None | code74 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 1751.39 | 1751.39 | 193.27 | False | None | None | False | None | False | 338491.1453 | 0 | 3331115 | 116733 | None | code75 | Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 340.91 | 340.91 | 364.03 | False | None | None | False | None | False | 124101.4673 | 0 | 3331116 | 116733 | None | code76 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 473.27 | 473.27 | 176.6 | False | None | None | False | None | False | 83579.482 | 0 | 3331117 | 116733 | None | code77 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 118.98 | 118.98 | 176.6 | False | None | None | False | None | False | 21011.868 | 0 | 3331118 | 116733 | None | code78 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One coats on old work as per specifications and as per directions of Engineer in charge. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 109.62 | 109.62 | 364.03 | False | None | None | False | None | False | 39904.9686 | 0 | 3331119 | 116733 | None | code79 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 3812.95 | 3812.95 | 226.0 | False | None | None | False | None | False | 861726.7 | 0 | 3331120 | 116733 | None | code80 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /
wooden frames with rawl plugs screws etc. Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Kgs | 244.66 | 244.66 | 861.84 | False | None | None | False | None | False | 210857.7744 | 0 | 3331121 | 116733 | None | code81 | Providing & fixing of 2.5 track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 81mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm x 57mm and mesh sash of size with GI reinforcement of 1.5mm thickness. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8-2.0mm. Maximum possible size 1519mm x 1519mm (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) Third Floorcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 8758.29 | 8758.29 | 41.04 | False | None | None | False | None | False | 359440.2216 | 0 | 3331122 | 116733 | None | code82 | Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System in module size of 600 x 600 x 16mm with Exposed Grid for Hospitals, Shopping malls, Commercial establishments and office complexes. The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance o87%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 I Class 1 (BS 476 pt- 6 &7) and suitable for Green Building application with Recycled content of 30%. The tile shall be laid on 24 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner, 1200 mm & 600 mm Cross Tees with a web height of 38mm and a load carrying capacity of 15 kg/m2 &pull out strength of minimum 100 kg The T Sections should have a Galvanizing of 90 grams per m2 and need to be installed with Suspension system complete as per specification and Directions of Engineer In Charge of the work | Sqm | 3152.84 | 3152.84 | 777.75 | False | None | None | False | None | False | 2452121.31 | 0 | 3331123 | 116733 | None | code83 | Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater
than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years
warranty on product & work from certified manufacturers as per the direction of the Engineer In charge.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 1060.46 | 1060.46 | 54.21 | False | None | None | False | None | False | 57487.5366 | 0 | 3331124 | 116733 | None | code84 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lidcomplete as per specification and Directions of Engineer In Charge of the work | Each | 7758.14 | 7758.14 | 2.0 | False | None | None | False | None | False | 15516.28 | 0 | 3331125 | 116733 | None | code85 | Providing and fixing 100 mm sand cast Iron grating for gully trap.complete as per specification and Directions of Engineer In Charge of the work | Each | 61.0 | 61.0 | 12.0 | False | None | None | False | None | False | 732.0 | 0 | 3331126 | 116733 | None | code86 | Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 100 mm nominal dia Pipescomplete as per specification and Directions of Engineer In Charge of the work | m | 1207.13 | 1207.13 | 70.0 | False | None | None | False | None | False | 84499.1 | 0 | 3331127 | 116733 | None | code87 | Providing and fixing brass bib cock of approved quality : 20 mm nominal borecomplete as per specification and Directions of Engineer In Charge of the work | Each | 395.89 | 395.89 | 8.0 | False | None | None | False | None | False | 3167.12 | 0 | 3331128 | 116733 | None | code88 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay (non modular) bricks of class designation 3.5complete as per specification and Directions of Engineer In Charge of the work | Unit | 2214.38 | 2214.38 | 4.0 | False | None | None | False | None | False | 8857.52 | 0 | 3331129 | 116733 | None | code89 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.complete as per specification and Directions of Engineer In Charge of the work | Ltr | 11.68 | 11.68 | 8000.0 | False | None | None | False | None | False | 93440.0 | 0 | 3331130 | 116733 | None | code90 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal dia Pipescomplete as per specification and Directions of Engineer In Charge of the work | m | 281.66 | 281.66 | 200.0 | False | None | None | False | None | False | 56332.0 | 0 | 3331131 | 116733 | None | code91 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal dia Pipescomplete as per specification and Directions of Engineer In Charge of the work | m | 482.85 | 482.85 | 120.0 | False | None | None | False | None | False | 57942.0 | 0 | 3331132 | 116733 | None | code92 | Supplying heavy gauge PVC conduit pipe ...... mm dia..........mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused
ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19/20 mm dia 2 mm thickcomplete as per specification and Directions of Engineer In Charge of the work | m | 77.88 | 77.88 | 160.0 | False | None | None | False | None | False | 12460.8 | 0 | 3331133 | 116733 | None | code93 | Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall 6 Waycomplete as per specification and Directions of Engineer In Charge of the work | Each | 259.6 | 259.6 | 27.0 | False | None | None | False | None | False | 7009.2 | 0 | 3331134 | 116733 | None | code94 | Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box 6Module complete as per specification and Directions of Engineer In Charge of the work | Each | 276.12 | 276.12 | 27.0 | False | None | None | False | None | False | 7455.24 | 0 | 3331135 | 116733 | None | code95 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A One Way Switchcomplete as per specification and Directions of Engineer In Charge of the work | Each | 120.36 | 120.36 | 104.0 | False | None | None | False | None | False | 12517.44 | 0 | 3331136 | 116733 | None | code96 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6A Three Way socketcomplete as per specification and Directions of Engineer In Charge of the work | Each | 201.78 | 201.78 | 30.0 | False | None | None | False | None | False | 6053.4 | 0 | 3331137 | 116733 | None | code97 | Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.Stepped Fan Regulator Two Modulecomplete as per specification and Directions of Engineer In Charge of the work | Each | 421.26 | 421.26 | 22.0 | False | None | None | False | None | False | 9267.72 | 0 | 3331138 | 116733 | None | code98 | Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.. Short point upto 3m from tapping point to out let via switch boxcomplete as per specification and Directions of Engineer In Charge of the work | Point | 317.42 | 317.42 | 20.0 | False | None | None | False | None | False | 6348.4 | 0 | 3331139 | 116733 | None | code99 | supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100 v grade , copper conductor flexible multistrand FRLS PVC insulated, 2 x1.5sq.mm cable confirming to the GTP, without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC cound block. complete for each outlet. Medium Poiint above 3 mts upto 6 mts. from tapping Point to out let via switchcomplete as per specification and Directions of Engineer In Charge of the work | Point | 447.22 | 447.22 | 22.0 | False | None | None | False | None | False | 9838.84 | 0 | 3331140 | 116733 | None | code100 | supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100 v grade , copper conductor flexible multistrand FRLS PVC insulated, 2 x1.5sq.mm cable confirming to the GTP, without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC cound block. complete for each outlet. Long point above 6Mtr up to 10Mtr from tapping point to out let via switch boxcomplete as per specification and Directions of Engineer In Charge of the work | Point | 654.9 | 654.9 | 44.0 | False | None | None | False | None | False | 28815.6 | 0 | 3331141 | 116733 | None | code101 | supplying and wiring adopting loop system in existing PVC conduit / casing capping using 1100 v grade , copper conductor flexible multistrand FRLS PVC insulated, 2 x1.5sq.mm cable confirming to the GTP, without switch, the other end of the wires shall be terminated with sufficient loose length in a wood /PVC cound block. complete for each outlet. Two Out let in a row above 3 mts upto 6 mts. from tapping Point to out let via switchcomplete as per specification and Directions of Engineer In Charge of the work | Point | 798.86 | 798.86 | 10.0 | False | None | None | False | None | False | 7988.6 | 0 | 3331142 | 116733 | None | code102 | Supplying and fixing metal Fan box with Round Hook. complete as per specification and Directions of Engineer In Charge of the work | Each | 138.06 | 138.06 | 22.0 | False | None | None | False | None | False | 3037.32 | 0 | 3331143 | 116733 | None | code103 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 1.5 mm2complete as per specification and Directions of Engineer In Charge of the work | m | 30.68 | 30.68 | 360.0 | False | None | None | False | None | False | 11044.8 | 0 | 3331144 | 116733 | None | code104 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 2.5 mm2complete as per specification and Directions of Engineer In Charge of the work | m | 49.56 | 49.56 | 360.0 | False | None | None | False | None | False | 17841.6 | 0 | 3331145 | 116733 | None | code105 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments 4 mm2complete as per specification and Directions of Engineer In Charge of the work | m | 74.34 | 74.34 | 220.0 | False | None | None | False | None | False | 16354.8 | 0 | 3331146 | 116733 | None | code106 | Extra for supplying 4mm th white plastic plate and covering for junction boxes of sizes … mm conduit using necessary machine screws. 80/90 mmcomplete as per specification and Directions of Engineer In Charge of the work | No | 17.7 | 17.7 | 30.0 | False | None | None | False | None | False | 531.0 | 0 | 3331147 | 116733 | None | code107 | Extra for supplying 4mm th white plastic plate and covering for junction boxes of sizes … mm conduit using necessary machine screws. 110mmcomplete as per specification and Directions of Engineer In Charge of the work | No | 24.78 | 24.78 | 25.0 | False | None | None | False | None | False | 619.5 | 0 | 3331148 | 116733 | None | code108 | Supplying and fixing/replaccing of 6/16/32 Amps electrical acessories on existing switch board Group-A 6 Amps Bakelite Ceiling Rosecomplete as per specification and Directions of Engineer In Charge of the work | No | 92.03 | 92.03 | 40.0 | False | None | None | False | None | False | 3681.2 | 0 | 3331149 | 116733 | None | code109 | Supplying and fixing/replaccing of 6/16/32 Amps electrical acessories on existing switch board Group-A 6 Amps Pendant Holdercomplete as per specification and Directions of Engineer In Charge of the work | No | 83.78 | 83.78 | 32.0 | False | None | None | False | None | False | 2680.96 | 0 | 3331150 | 116733 | None | code110 | Supplying and fixing regular MCB distribution boards on wall/wood board/flush mountin using required clamps, bolts, nuts with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting. Made out of 14 SWG M.S enclosure. Single Door 4 Way SP & Ncomplete as per specification and Directions of Engineer In Charge of the work | Each | 1464.38 | 1464.38 | 11.0 | False | None | None | False | None | False | 16108.18 | 0 | 3331151 | 116733 | None | code111 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps SPcomplete as per specification and Directions of Engineer In Charge of the work | Each | 489.7 | 489.7 | 9.0 | False | None | None | False | None | False | 4407.3 | 0 | 3331152 | 116733 | None | code112 | Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50Hz AC with latest micro controller based, digital read out of percentage leakage current, programmable delay/auto/manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.complete as per specification and Directions of Engineer In Charge of the work | Each | 10920.9 | 10920.9 | 9.0 | False | None | None | False | None | False | 98288.1 | 0 | 3331153 | 116733 | None | code113 | Supplying and fixing regular MCB distribution boards on wall/wood board/flush mountin using required clamps, bolts, nuts with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting. Made out of 14 SWG M.S enclosure. Double door 6 Way TP & Ncomplete as per specification and Directions of Engineer In Charge of the work | Each | 5829.2 | 5829.2 | 10.0 | False | None | None | False | None | False | 58292.0 | 0 | 3331154 | 116733 | None | code114 | Supplying and fixing regular MCB distribution boards on wall/wood board/flush mountin using required clamps, bolts, nuts with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting. Made out of 14 SWG M.S enclosure. Double door 12 Way TP & Ncomplete as per specification and Directions of Engineer In Charge of the work | Each | 10307.3 | 10307.3 | 4.0 | False | None | None | False | None | False | 41229.2 | 0 | 3331155 | 116733 | None | code115 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32Amps DPcomplete as per specification and Directions of Engineer In Charge of the work | Each | 872.02 | 872.02 | 10.0 | False | None | None | False | None | False | 8720.2 | 0 | 3331156 | 116733 | None | code116 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6-32 Amps TPNcomplete as per specification and Directions of Engineer In Charge of the work | Each | 2026.06 | 2026.06 | 7.0 | False | None | None | False | None | False | 14182.42 | 0 | 3331157 | 116733 | None | code117 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 50-63 Amps TPNcomplete as per specification and Directions of Engineer In Charge of the work | Each | 3643.84 | 3643.84 | 2.0 | False | None | None | False | None | False | 7287.68 | 0 | 3331158 | 116733 | None | code118 | Fabricating supplying and mounting MS box made out … SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14SWGcomplete as per specification and Directions of Engineer In Charge of the work | Sq CM | 0.59 | 0.59 | 115968.0 | False | None | None | False | None | False | 68421.12 | 0 | 3331159 | 116733 | None | code119 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mmcomplete as per specification and Directions of Engineer In Charge of the work | Mtr | 359.9 | 359.9 | 29.44 | False | None | None | False | None | False | 10595.456 | 0 | 3331160 | 116733 | None | code120 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth
Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Three Pole 100 A 25 kAcomplete as per specification and Directions of Engineer In Charge of the work | Each | 7181.48 | 7181.48 | 6.0 | False | None | None | False | None | False | 43088.88 | 0 | 3331161 | 116733 | None | code121 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth
Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. Three Pole 125 A 25 kAcomplete as per specification and Directions of Engineer In Charge of the work | Each | 10145.64 | 10145.64 | 2.0 | False | None | None | False | None | False | 20291.28 | 0 | 3331162 | 116733 | None | code122 | Supplying and fixing of Shunt trip suitable for MCCB.CBCT.complete as per specification and Directions of Engineer In Charge of the work | Each | 2009.54 | 2009.54 | 2.0 | False | None | None | False | None | False | 4019.08 | 0 | 3331163 | 116733 | None | code123 | Supplying of multi function digital meter with three line back light LCD type display for voltage, Current, frequency, Power, power factor, KVA, KWH, KVAR suitable for 3 phase, 4 wire LT network with IP 54 degree of protection and completely wired as required with communication Port and Class 0.5s accuracy.complete as per specification and Directions of Engineer In Charge of the work | Each | 10991.7 | 10991.7 | 2.0 | False | None | None | False | None | False | 21983.4 | 0 | 3331164 | 116733 | None | code124 | Supplying, fixing and wiring 50/5 to 400/5Amps 5VA burden Current Transformer. Class 0.5 accuracy with Tape Woundcomplete as per specification and Directions of Engineer In Charge of the work | Each | 663.16 | 663.16 | 6.0 | False | None | None | False | None | False | 3978.96 | 0 | 3331165 | 116733 | None | code125 | Supplying ......... amps rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board.
The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. 100Amps 4x30x6mm Aluminium Stripscomplete as per specification and Directions of Engineer In Charge of the work | Mtr | 2908.7 | 2908.7 | 8.0 | False | None | None | False | None | False | 23269.6 | 0 | 3331166 | 116733 | None | code126 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440 V A.C. 50 Hz 12/24v D.C complete as per specification and Directions of Engineer In Charge of the work | Each | 607.7 | 607.7 | 4.0 | False | None | None | False | None | False | 2430.8 | 0 | 3331167 | 116733 | None | code127 | Supplying of .....feet PVC Batten with integrated LED tube .... W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI 80. Power Input 220-240V@ 50/60Hz & Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4 - 20/22 Wcomplete as per specification and Directions of Engineer In Charge of the work | Each | 814.2 | 814.2 | 48.0 | False | None | None | False | None | False | 39081.6 | 0 | 3331168 | 116733 | None | code128 | Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps A. On wall/ ceiling / Rafter / Girderscomplete as per specification and Directions of Engineer In Charge of the work | Each | 143.96 | 143.96 | 48.0 | False | None | None | False | None | False | 6910.08 | 0 | 3331169 | 116733 | None | code129 | Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system. 48" Sweep (1200 mm) Regular modelcomplete as per specification and Directions of Engineer In Charge of the work | Each | 3521.12 | 3521.12 | 22.0 | False | None | None | False | None | False | 77464.64 | 0 | 3331170 | 116733 | None | code130 | Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.complete as per specification and Directions of Engineer In Charge of the work | Each | 201.78 | 201.78 | 22.0 | False | None | None | False | None | False | 4439.16 | 0 | 3331171 | 116733 | None | code131 | Design,supplying, erecting testing and commissioning With Out Machine Room-SS Finish 4 steps 8 Passengers/Bed-cum- Passenger hospital lift with speed of 1mtr per second, variable voltage variable frequency drive, with or without machine room for the available wellsize, operating at 415V3 phase 50 cycles ACsupply, powdercoated /StainlessSteel carentrance doors enclosures with suitable colour vinylflooring, LEDcarillumination, emergencylight, intercom and fan as desired by the user, central opening /sideopening door with or without attendant operation, 7segment displaybuttons, call register indicator, firemandrive, SShandrailsinsidecar,fulllengthinfraredcurtainincardoor,automaticrescuedevicewithbatteries,voiceannouncinginregional/internationallanguages,Braillebuttonswithoneyearwarrantyandmaintenancewithnecessaryscaffoldingandminorcivilworkslikefixingofguiderail,counterweightetc.,ThetotalproductandservicesshalladheretoIS14665/2016(withlatestamendments)part/section1to5withregardstogeneralguidelinesoffiresafetyrateddoors,MRLLbeams,pressureswitch,manualchangeoverfordoorsduringemergency,ARDof10timeswithsufficientbatterybackupandstandarddimensionsofchaircaranddooropeningsforallsizesandcapacitiesofliftsincludingfitnesscertificateanddulyobservingallothersafetynormsprescribedandadheretoCPWDspecifications,PCBNorms,NationalElectricityCode(NEC),NBC-2016, IEC and Karnataka StateLifts,EscalatorsandPassengersConveyersAct 2012 and Rules 2014. The Supplier shall be registered in Government Electrical Inspectorate in the State of Karnataka., complete as per specification and Directions of Engineer In Charge of the work | Each | 1804222.52 | 1804222.52 | 1.0 | False | None | None | False | None | False | 1804222.52 | 0 | 3331172 | 116733 | None | code132 | Supplying, installing, testing and commissioning of 250KVA/200kW Diesel Generator set with following specifications. Power rating as per standard reference condition as per-BS 5514/ISO 3046/ ISO 8528 & IS 1002/ISO 3046 Generator set specifications Engine: Diesel generating set are rated at 1500RPM and conform to ISO 8528 specifications. The engines are radiator cooled, four stroke and multi cylinder, conforming to ISO 3046. The scope of supply includes: Electrical starter motor12V DC Battery charging alternator, Bosch fuel system with mechanical governor, A1 Class. Spin-on lube oil filter, Spin-on dual fuel filter with water separator, Turbocharger, Charge air cooler, Silencer (Hospital grade), Dry type air cleaner, Shutoff coil, Flywheel and flywheel housing, First fill of lube oil and coolant, Safety for low lube oil pressure, Safety for high water temperature, Permissible overload of 10% for one hour in 12 hours of operation Capacity of Fuel Tank: Fuel tank suitable for 8 hours of operation Alternator: Alternator is suitable for operation at 1500 RPM, 415 V, 0.8 pf (lag) suitable for 50 Hz, 3 phase, 4 wire systems, conforming to IS/IEC 60034-1. The Alternator is brush less type, screen protected, revolving field, self excited, self regulated through an AVR. The alternator shall have 1.0% Voltage regulation (max) in static conditions- IP: 23 protections with insulation class F&H. Mounting arrangement: Engine and alternator are mounted on a common MS fabricated base frame with AVM pads. Control Panel: The control panel is manufactured with 14/16 gauge CRCA sheet and is powder coated for weather-proof and long lasting finish. The control panel consists of the following parts:- PS0500 Controller, Aluminium bus bars with suitable capacity within/outgoing terminals, Indicating lA for 'Load On' and 'Set Running', Instrument fuses duly wired and ferruled, MCCB of suitable rating with overload and short circuit protections. Genset Controller: microprocessor based generator set monitoring and control system. The control provides a simple operator interface to the generator set, manual and
remote start/ stop control, shutdown fault indication, and an LCD hour counter. The integration of all functions into a single control system provides enhanced reliability and performance compared to conventional generator set control systems. This control has been designed and tested to meet harsh environment in which gensets are typically applied. Features, Functions, protections 16 character x 2 line alphanumeric LCD display with LED Backlight complete as per specification and Directions of Engineer In Charge of the work | Each | 2247098.78 | 2247098.78 | 1.0 | False | None | None | False | None | False | 2247098.78 | 0 | 3331173 | 116733 | None | code133 | Supply, Erection, testing and commissioning of AMF panel suitable for .....kVA DG set. The panel is of cubical type base/floor mounting control panel with hinged doors, undrilled bottom gland plate, aluminium Bus Bar with the accommodation for .....A 4 pole contactor for alternator with thermal O/L relay,..... A 4 pole contactor for mains, HRC fuse for short circuit protection, Microprocessor based AMF module with supply failure timer, Restoration timer, 3 impulse automatic engine start/stop logic, Mains/generator voltage, ....capacity bypass switch and frequency sensing, PCC 1301controller with water temperature/Lube oil pressure/ engine speed, Voltage/ampere/Frequency/ kVA, Running-hour count, No of starts, Fault indication, over / under speed, Fails to start, Low oil pleasure, High engine temperature, Under/over voltage, over current, Earth fault relay, with indications for Mains on, Load on Mains, Battery charger on Push buttons AMF module by pass Mode, Battery charger unit with inbuilt Auto/Manual and Flat/Boost facility. The complete set shall have sufficient safety and adhere to NEC, NBC 2016, IEC, CPWD specifications, PCB norms and KSGEI Acts and Rules 250 KVAcomplete as per specification and Directions of Engineer In Charge of the work | Each | 331636.64 | 331636.64 | 1.0 | False | None | None | False | None | False | 331636.64 | 0 | 3331174 | 116733 | None | code134 | Removing and refixing of drain covering slabs ( B S Slab or RCC Slab 10 cms) and pointing in CM (1:3) (Excluding of GST and Area Loading Charges)complete as per specification and Directions of Engineer In Charge of the work | Sqm | 241.42 | 241.42 | 15626.13 | False | None | None | False | None | False | 3772460.3046 | 0 | 3331175 | 116733 | None | code135 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)complete as per specification and Directions of Engineer In Charge of the work | m | 45.43 | 45.43 | 13260.14 | False | None | None | False | None | False | 602408.1602 | 0 | 3331176 | 116733 | None | code136 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. complete as per specification and Directions of Engineer In Charge of the work | Cum | 314.11 | 314.11 | 9081.02 | False | None | None | False | None | False | 2852439.1922 | 0 | 3331177 | 116733 | None | code137 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed raded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 7773.72 | 7773.72 | 1456.01 | False | None | None | False | None | False | 11318614.0572 | 0 | 3331178 | 116733 | None | code138 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 8568.55 | 8568.55 | 515.91 | False | None | None | False | None | False | 4420600.6305 | 0 | 3331179 | 116733 | None | code139 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 11079.79 | 11079.79 | 525.89 | False | None | None | False | None | False | 5826750.7631 | 0 | 3331180 | 116733 | None | code140 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specificationcomplete as per specification and Directions of Engineer In Charge of the work | Tonne | 102556.27 | 102556.27 | 62.12 | False | None | None | False | None | False | 6370795.4924 | 0 | 3331181 | 116733 | None | code141 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregatescomplete as per specification and Directions of Engineer In Charge of the work | Cum | 8103.41 | 8103.41 | 504.25 | False | None | None | False | None | False | 4086144.4925 | 0 | 3331182 | 116733 | None | code142 | Providing granite slabs of selected quality roughly dressed havinf a size of 10 cms thick and fixed in cement mortar (1:6) including fixing curing ete., complete.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 2820.55 | 2820.55 | 2815.93 | False | None | None | False | None | False | 7942471.3615 | 0 | 3331183 | 116733 | None | code143 | Providing Machine Cutting edges to B S Slab 2.5 cms wide as per specifications ( On,y Chamfered length Shall be recorded) as per the directions of Engineer In Charge of the workcomplete as per specification and Directions of Engineer In Charge of the work | m | 103.84 | 103.84 | 2817.36 | False | None | None | False | None | False | 292554.6624 | 0 | 3331184 | 116733 | None | code144 | Providing one line dressing to granite stone slab / granite stone masonry as per specifications .complete as per specification and Directions of Engineer In Charge of the work | Sqm | 207.68 | 207.68 | 8485.46 | False | None | None | False | None | False | 1762260.3328 | 0 | 3331185 | 116733 | None | code145 | Providing and fixing precast reinforced cement concrete covering slabs of 10cm thick made out of M25 with OPC cement @ 340kgs/cum, with 20 mm downsize graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74 cum with superplasticizers, machine mixed, including providing and removing centering, shuttering, strutting, proping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including finishing as required with cost of all materials, labour, all lead and lift, HOM of machinery, curing including cost of reinforcement etc., complete as directed by the Engineer in Charge of the workcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 2008.0 | 2008.0 | 4288.66 | False | None | None | False | None | False | 8611629.28 | 0 | 3331186 | 116733 | None | code146 | Providing and fixing precast reinforced cement concrete covering slabs of 23cm thick made out of M25 with OPC cement @ 340kgs/cum, with 20 mm downsize graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74 cum with superplasticizers, machine mixed, including providing and removing centering, shuttering, strutting, proping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including finishing as required with cost of all materials, labour, all lead and lift, HOM of machinery, curing including cost of reinforcement etc., complete as directed by the Engineer in Charge of the workcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 6547.11 | 6547.11 | 181.03 | False | None | None | False | None | False | 1185223.3233 | 0 | 3331187 | 116733 | None | code147 | Providing and fixing pre cast solid cement concrete kerb stones made out of CC 1:2:4 with top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting including formwork, curing, including cost of materials, labour charges of machinery, loading and unloading, lead and lift, transportation ete.,completecomplete as per specification and Directions of Engineer In Charge of the work | Nos | 676.25 | 676.25 | 20419.0 | False | None | None | False | None | False | 13808348.75 | 0 | 3331188 | 116733 | None | code148 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacescomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 141.48 | 141.48 | 8286.04 | False | None | None | False | None | False | 1172308.9392 | 0 | 3331189 | 116733 | None | code149 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separatelycomplete as per specification and Directions of Engineer In Charge of the work | Cum | 730.77 | 730.77 | 1901.49 | False | None | None | False | None | False | 1389551.8473 | 0 | 3331190 | 116733 | None | code150 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment constructioncomplete as per specification and Directions of Engineer In Charge of the work | Cum | 136.29 | 136.29 | 950.75 | False | None | None | False | None | False | 129577.7175 | 0 | 3331191 | 116733 | None | code151 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.complete as per specification and Directions of Engineer In Charge of the work | Cum | 123.31 | 123.31 | 445.81 | False | None | None | False | None | False | 54972.8311 | 0 | 3331192 | 116733 | None | code152 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.complete as per specification and Directions of Engineer In Charge of the work | Cum | 3321.58 | 3321.58 | 2245.23 | False | None | None | False | None | False | 7457711.0634 | 0 | 3331193 | 116733 | None | code153 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)complete as per specification and Directions of Engineer In Charge of the work | Sqm | 1386.26 | 1386.26 | 2383.08 | False | None | None | False | None | False | 3303568.4808 | 0 | 3331194 | 116733 | None | code154 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as
per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)complete as per specification and Directions of Engineer In Charge of the work | Sqm | 1506.97 | 1506.97 | 6067.9 | False | None | None | False | None | False | 9144143.263 | 0 | 3331195 | 116733 | None | code155 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)complete as per specification and Directions of Engineer In Charge of the work | Mtr | 45.43 | 45.43 | 788.55 | False | None | None | False | None | False | 35823.8265 | 0 | 3331196 | 116733 | None | code156 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical meanscomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 53.21 | 53.21 | 2972.04 | False | None | None | False | None | False | 158142.2484 | 0 | 3331197 | 116733 | None | code157 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 15.57 | 15.57 | 21882.4 | False | None | None | False | None | False | 340708.968 | 0 | 3331198 | 116733 | None | code158 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505
complete in all respects.complete as per specification and Directions of Engineer In Charge of the work | Cum | 12264.8 | 12264.8 | 252.34 | False | None | None | False | None | False | 3094899.632 | 0 | 3331199 | 116733 | None | code159 | Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.78% Bitumen and waste plastic 8% of Bitumen of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectscomplete as per specification and Directions of Engineer In Charge of the work | Cum | 13518.67 | 13518.67 | 955.8 | False | None | None | False | None | False | 12921144.786 | 0 | 3331200 | 116733 | None | code160 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holescomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 687.94 | 687.94 | 754.0 | False | None | None | False | None | False | 518706.76 | 0 | 3331201 | 116733 | None | code161 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 10 m3) Cost of Haulage Case-1 : Surfaced Road A Taking output 10 t load and lead 10 km = 100 t.km. (For Debris)complete as per specification and Directions of Engineer In Charge of the work | Cum | 286.07 | 286.07 | 11124.08 | False | None | None | False | None | False | 3182265.5656 | 0 | 3331202 | 116733 | None | code162 | Providing & Fixing of FunderMax Max Exterior panels of 4mm thick duromete hugh pressure laminates (HPL) in accordance with EN 438-6 Type EDF produced in lamination presses under freat pressure and high temperature. Double hardened acrylic, PUR resins which provide extremely effective weather protection particularly suitable for long asting balconies and facade cladding with all lead and lift and loading and unloading as per the direction of In Charge of the workcomplete as per specification and Directions of Engineer In Charge of the work | Sqm | 9440.0 | 9440.0 | 416.3 | False | None | None | False | None | False | 3929872.0 | 0 | 3331203 | 116733 | None | code163 | Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.complete as per specification and Directions of Engineer In Charge of the work | Sqm | 5199.78 | 5199.78 | 152.67 | False | None | None | False | None | False | 793850.4126 | 0 | 3331204 | 116733 | None | code164 | Mini Ski : All tubular steel of 2.5MM thickness are galvanized and zinc dipped. All welded joints are scalloped as necessary and welded. All welds are dressed off removing all sharp edges and burrs. Bearings: Maintenance free self-Greased SKF ball bearings. Scope of Delivery:1 completely pre-assembled equipment modules. The equipment is duly powder coated.complete as per specification and Directions of Engineer In Charge of the work | Each | 202960.0 | 202960.0 | 3.0 | False | None | None | False | None | False | 608880.0 | 0 | 3331205 | 116733 | None | code165 | Squat pushing (Leg Press) Area-3'X4', Height-7' Supply and fixing of HD Squat pushing metal: all tubular steel of 2.5mm thickness are galvanised and zinc dipped all welded joints are scalloped as necessary and welded. All welds are dressed off removing all sharp edges and burrs. All metal parts are powder coated using marpol powder to the thickness of 80-120 microns. rubber: high quality grip rubber is used for the handles. Bearings: maintenance free self greased SKF ball bearings scope of delivery: 1 Completely pre-assembeled equipment modules. the equipment is dully powder coated.complete as per specification and Directions of Engineer In Charge of the work | Each | 292640.0 | 292640.0 | 3.0 | False | None | None | False | None | False | 877920.0 | 0 | 3331206 | 116733 | None | code166 | SPINNERS (Fun steering) ( Area - 2'6"x2'6",Height- 4'6")This equipmet is made up of central 100mm pillar .it gives cardiovascular benefits ,promots strengthning the arms and provide blood circulation shoulders and wrists .Maintainance free self greased SKF Ball barings the whole equipment is powder coated complete as per specification and Directions of Engineer In Charge of the work | Each | 233640.0 | 233640.0 | 3.0 | False | None | None | False | None | False | 700920.0 | 0 | 3331207 | 116733 | None | code167 | TAI CHI SPINNERS (Area 5'x5' ,Height -4') The Tai-chi spinners are made up of 100mm NB MS pipe .the substructure consists of 25 and 20mm NB MS pipe and heavy dutyself greased SKF bearings and bushes provided to ensure smooth wheel rotation .they have four large rotary wheels with adjustable resistance .the two seats of wheels can be turned in either directions by a user on each side . the exescise provides full flexibality and co-ordination to the shoulder ,arms and wrists .The thi-chi spinners can be installted at a variety of heights making it perfest for all ages .THE ABOVE EQUIPMENT IS POWDER COATED.complete as per specification and Directions of Engineer In Charge of the work | Each | 264320.0 | 264320.0 | 3.0 | False | None | None | False | None | False | 792960.0 | 0 | 3331208 | 116733 | None | code168 | Situp Station (Bench Press) Area-4'X4", height-3') : This equipment is made up of 100mm NB central pillers pipes. This is for exercising and strengthening the back and abdominal muscles maintenance free greased SKF ball bearings. This equipment is powder coated.complete as per specification and Directions of Engineer In Charge of the work | Each | 153400.0 | 153400.0 | 2.0 | False | None | None | False | None | False | 306800.0 | 0 | 3331209 | 116733 | None | code169 | Self weighted Rower (Rowing machine)Area 3'x3' Height- 3'6" (All tubular steel of 2.5mm thickness are galvanized and Zincdipped. All welded joints are scalloped as necessary and welded.All welds are dressed offremoving all shorp edges and burrs ,Rubber ;High quality griprubber is used for the Handles.Bearings Maintaenance -free self Greased SKF Ball bearings .scope of Delivery :1completely pre-Assembled modules.This equipment is power coated) .complete as per specification and Directions of Engineer In Charge of the work | Each | 277300.0 | 277300.0 | 3.0 | False | None | None | False | None | False | 831900.0 | 0 | 3331210 | 116733 | None | code170 | Standing Rotation (Area-6'x3' ,Height - 4'6"): Providing and fixing standing rotation made up of 100mm NBMS pipe the sub structure consists of 32mm NBMS Pipes and heavy duty self Greased SKF bearing and Bushesprovided to ensure smooth plate rotation,the standing plates are made up of pressed sheet matel of heave gauge it benches in stretching the internal and external oblique s and adding emphasis on the Abdominals and extensor muscles of the spine ,the above equipment is duly powder coated.complete as per specification and Directions of Engineer In Charge of the work | Each | 174640.0 | 174640.0 | 3.0 | False | None | None | False | None | False | 523920.0 | 0 | 3331211 | 116733 | None | code171 | Chest press(Area- 4' 6"x 3' Height-7') the chest press is a heavy gauge steel made out of 100mm NB MS pipe .the substructure consist of 25mm NBMS pipes and heavy duty bushes pivoted to one end and moveable up down in other .the seats are made out of pressed FRP,self weighted machine built to Supports its vigirous work out for up to two people .The chest press supports and promotes strength to the chest ,arms ,shoulders and Back the exercise can be done in repetitions by incresing time gradually which helps in building stamina Maintainance free self greased SKF Ball barings the whole equipment is powder coated . complete as per specification and Directions of Engineer In Charge of the work | Each | 304440.0 | 304440.0 | 3.0 | False | None | None | False | None | False | 913320.0 | 0 | 3331212 | 116733 | None | code172 | AIR WALKER(Moon walker) (Area 4'x3' Height -4') This equipment is made up of 100mm NB Heavy gauge pipes . the foot step are made up of alluminium castings this healps in strenthening and toning the legs experiment with various speeds and different levels of intensity can be done Maintainance free self greased SKF Ball barings the whole equipment is powder coated complete as per specification and Directions of Engineer In Charge of the work | Each | 210040.0 | 210040.0 | 2.0 | False | None | None | False | None | False | 420080.0 | 0 | 3331213 | 116733 | None | code173 | Providing and constructing Rainwater Harwesting pits of 900mm Dia RCC Rings to a deoth of 3.00 mtrs including filling Aggregates, Sand and covering with precast slabs as per approved drawing as per directions of Engineer In Charge of the workcomplete as per specification and Directions of Engineer In Charge of the work | Each | 32096.0 | 32096.0 | 19.0 | False | None | None | False | None | False | 609824.0 | 0 |
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