Construction of Auditorium Hall in Kittur Rani Chennamma Residential School located at Ramanagar, Joida Taluk( sc Category)

Building

Electrical

Design and DPR charges at 1%

Sub-Total

GST at 18%

Miscellaneous, contingency and roundoff

Grand Total

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Abstract

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge In cement mortar

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 50m and lift upto 1.5m

Providing and laying in position plain 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 exceeding150mm thickness, well compacted using plate vibrators, including all lead and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size garded crushed coarse aggregates

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement: 6 Coarse sand)

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 plasticizer laid in finished layers, well compacted using needle vibrators, including all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates

Formwork for foundation @ 8% cost of concrete.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 mheight. 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, 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. (The cost of steel reinforcement & formwork to be paid Separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Formwork for columns upto plinth @70% cost of concrete.

Formwork for plinth beam @50% cost of concrete.

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 3.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beam,Retaining wall and Column upto 3.6 m height

Formwork for columns @ 70% cost of concrete.

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 7.2m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams , Columns upto 7.2 m height

Formwork for beams u[pto 7.2m height @ 60% cost of concrete.

Formwork for Slab @ 50% cost of concrete.

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 10.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams and columns above 7.2 m height

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.

Providing and constructing laterite size stone masonry in CM 1:6 usingavailable Laterite Stone including cost and conveyance of materials (except Laterite), curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6.

Providing and fixing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

Providing and fixing structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

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/ m²

Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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. Upto 3.6m Height

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in Charge. Upto 3.6m height

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Upto 3.6m Height

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. Upto 3.6m Height

Providing Mathi/Nandi 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.

Providing & fixing in position fully panelled Mathi 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)

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.

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 (1cement : 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

Building

water Supply

Total

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Measurement

Length

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.

Column

Chajja

Beams

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge In cement mortar

Wall Footing

back wall

side wall

room wall

Column Footing

Front Column

Wall Footing

Deduct Column Footing

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 50m and lift upto 1.5m

Plinth Filling

Providing and laying in position plain 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 exceeding150mm thickness, well compacted using plate vibrators, including all lead and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size garded crushed coarse aggregates

Column Footing

Front Column

Wall Footing

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement: 6 Coarse sand)

Wall Footing

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 plasticizer laid in finished layers, well compacted using needle vibrators, including all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates

Column Footing

Front Column

Formwork for foundation @ 8% cost of concrete.

Foundation

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 mheight. 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, 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. (The cost of steel reinforcement & formwork to be paid Separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Plinth Beam

Column Footing

Wall Footing

Formwork for columns upto plinth @70% cost of concrete.

Plinth Beam

Formwork for plinth beam @50% cost of concrete.

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 3.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beam,Retaining wall and Column upto 3.6 m height

Column Footing

Formwork for columns @ 70% cost of concrete.

Column

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 7.2m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams , Columns upto 7.2 m height

Lintel

Roof Beam

Ronr Beam

Front slab

Formwork for beams u[pto 7.2m height @ 60% cost of concrete.

roof BEAM

Formwork for Slab @ 50% cost of concrete.

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 10.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams and columns above 7.2 m height

Drain

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.

Footing

Column

Plinth Beam

Roof Beam

Drain

Providing and constructing laterite size stone masonry in CM 1:6 usingavailable Laterite Stone including cost and conveyance of materials (except Laterite), curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6.

Wall for rang mabdir

Front Curve

Side wall

Steps

Deductions

Providing and fixing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

Truss

Providing and fixing structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

Purlin

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/ m²

Roof Sheet

Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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. Upto 3.6m Height

Internal Plastering

stage

Side room

Partion wall

Side wall

Outer

Column

Deductions

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in Charge. Upto 3.6m height

Same as Inside Plastering

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Upto 3.6m Height

Same as Inside Plastering

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. Upto 3.6m Height

Same as External Plastering

Providing Mathi/Nandi 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.

Providing & fixing in position fully panelled Mathi 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)

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.

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 (1cement : 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

Floor

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Rate Analysis

Area specific Loading (Vol.1, P.no A-54)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.

Item 19.3/ Pg. 163/ Vol 2

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge In cement mortar

Item 19.7.3/ Pg. 163/ Vol 2

Item 1.14.1/ Pg. 8/ Vol 1

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 50m and lift upto 1.5m

Item 1.9/ Pg. 7/ Vol 1

Providing and laying in position plain 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 exceeding150mm thickness, well compacted using plate vibrators, including all lead and 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 and formwork shall be paid separately) Mix 1:3:6 (M10) Using 40mm nominal size garded crushed coarse aggregates

Item 2.1.3/ Pg. 15/ Vol 1

Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete :6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement: 6 Coarse sand)

Item 5.1.1/Pg. 9/ Vol 2

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 plasticizer laid in finished layers, well compacted using needle vibrators, including all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates

Item 2.2.1/ Pg. 15/ Vol 1

Formwork for foundation @ 8% cost of concrete.

Item 1a. (Appendix-I)/Pg. 115/ Vol 1

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 mheight. 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, 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. (The cost of steel reinforcement & formwork to be paid Separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

Item 2.4.2/Pg. 17/ Vol 1

Formwork for columns upto plinth @70% cost of concrete.

Item 8/Pg. 115/ Vol 1

Formwork for plinth beam @50% cost of concrete.

Item 1a/Pg. 115/ Vol 1

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 3.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beam,Retaining wall and Column upto 3.6 m height

Item 2.5.1/Pg. 17/ Vol 1

Formwork for columns @ 70% cost of concrete.

Item 10/Pg. 115/ Vol 1

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 7.2m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams , Columns upto 7.2 m height

Item 2.5.1/Pg. 17/ Vol 1

Formwork for beams u[pto 7.2m height @ 60% cost of concrete.

Item 12/Pg. 115/ Vol 1

Formwork for Slab @ 50% cost of concrete.

Item 10/Pg. 115/ Vol 1

Providing and laying in position Reinforced cement concrete for all super structure of building, Road works, water works, irrigation works and super structure works of bridges upto 10.5m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizer laid in layers, well compacted using needle vibrators. The cost includes all lead and 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 and formwork to be paid separately) M20 Design Mix using 20mm nominal size graded crushed coarse aggregates. Beams and columns above 7.2 m height

Item 2.5.1/Pg. 17/ Vol 1

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.

Item 2.11a /Pg. 84/ Vol 2

Providing and constructing laterite size stone masonry in CM 1:6 usingavailable Laterite Stone including cost and conveyance of materials (except Laterite), curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6.

Item 5.9/Pg. 14 Vol 2

Providing and fixing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

Item 11.2/Pg. 75/ Vol 2

Providing and fixing structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and priming coat of approved steel primer all complete including cost of materials,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-charge.

Item 11.1/Pg. 75/ Vol 2

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/ m²

Item 7.1.1/Pg. 21/ Vol 2

Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry 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. Upto 3.6m Height

Item 8.6.1/Pg. 42/ Vol 2

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in Charge. Upto 3.6m height

Item 8.51/Pg. 50/ Vol 2

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work 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. Upto 3.6m Height

Item 8.39/Pg. 48/ Vol 2

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality 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. Upto 3.6m Height

Item 8.30/Pg. 46/ Vol 2

Providing Mathi/Nandi 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.

Item 12.12/Pg. 100/ Vol 2

Providing & fixing in position fully panelled Mathi 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)

Item 12.15/Pg. 100/ Vol 2

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.

Item 11.34B/Pg. 85/ Vol 2

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/ m²) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.

Item 11.37.1/Pg. 88/ Vol 2

Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made)

Item 12.84/Pg. 88/ Vol 2

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 (1cement : 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

Item 9.12.2/Pg. 60/ Vol 2

ESTIMATION FOR STEEL CONSUMPTION

ROOF TRUSS

Top Chord

Bottom Chord

Vertical Members

ISA 50X50X6

ISA 50X50X6

Inclined Members

ISA 50X50X6

ISA 50X50X6

Roof Purlins

Cleat Member

Wind Bracings

Total

Base Plate

Sliding Plate

Gusset Plates

Bolt Anchor plate

Total

Foundation bolts

GRAND TOTAL

Tonnes

Water Supply and Sanitation Measurement

Length

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including jointing of pipes and 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 pipes.

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and cost cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work- including cutting chases and making good the walls etc. 25mm nominal dia pipes.

Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

Inspection Chamber

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated Levers

Wash basin

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms

Wash basin trap

Providing and fixing trap of self cleansing design with screwed down or or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors * 100mm inlet and 75mm outlet *sand cast iron S&S as per IS-3989

Floor trap

Providing and fixing brass bib cock of approved quality :20 mm nominal bore

Bib cock

Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32mm nominal bore

Gate Valve

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.

Towel rail

Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Water Tank

Water Supply and Sanitation Rate Analysis

Area specific Loading (Vol.1, P.no A-54)

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including jointing of pipes and 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 pipes.

Item 13.33.4/ Vol 2

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and cost cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work- including cutting chases and making good the walls etc. 25mm nominal dia pipes.

Item 13.32.3/ Vol 2

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75mm dia.

Item 13.64.1/ Vol 2

Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. , 110mm dia.

Item 13.64.2/ Vol 2

Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

SOR code T130D/ Pg. 187/WS&UGD SR

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

Item 14.1.1/Pg. 123/ Vol 2

White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated Levers

Item 14.7.8/Pg. 125/ Vol 2

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms

Item 14.37.1/Pg. 129/ Vol 2

Providing and fixing trap of self cleansing design with screwed down or or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors * 100mm inlet and 75mm outlet *sand cast iron S&S as per IS-3989

Item 13.44/ Vol 2

Providing and fixing brass bib cock of approved quality :20 mm nominal bore

Item 13.2.2/Pg. 115/ Vol 2

Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32mm nominal bore

Item 13.4.2/Pg. 115/ Vol 2

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.

Item 14.40.2/Pg. 130/ Vol 2

Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

Item 13.34/ Vol 2

Water Supply and Sanitation Abstract

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including jointing of pipes and 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 pipes.

Providing and fixing CPVC pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and cost cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work- including cutting chases and making good the walls etc. 25mm nominal dia pipes.

Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover..

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated Levers

Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms

Providing and fixing trap of self cleansing design with screwed down or or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors * 100mm inlet and 75mm outlet *sand cast iron S&S as per IS-3989

Providing and fixing brass bib cock of approved quality :20 mm nominal bore

Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) :32mm nominal bore

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:12701 marked, with cover and suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank

TOTAL

Electrical Rate Analysis and abstract

Area specific Loading (Vol.1, P.no A-54)

SupplyingheavygaugePVCconduitpipe.......dia.......mmthickconfirmingtoIS2509withsuitablesizebends,junctionboxes,adhesivepasteetc,andfixingusinginvertedwoodplugsincaseofRCCceilingandRCCwall/stonestructureorrawlplugsincaseofbrickwallsandcementplasteringthedamagedportionusingheavygauge saddles at an interval of 700mm using NF screws. 25 mm dia 2 mm thick

Supplying heavygaugePVCconduitpipe......mmdia..........mmthickconfirmingtoIS2509withsuitablesizebends,metal/PVCJunctionboxes,adhesivepasteetc.,andrunningbeforeconcretingtheslab.TheconduitshouldbetiedtothereinforcementrodsbyusingbindingwiresandunusedwaysofjunctionboxesandpipeendsshouldbecoveredusingPVCendenclosures,runwith18SWGGIfishwirewherever necessary25 mm dia 2 mm thick

Item 1.2.2/ Pg. 1/ Electrical SR

SupplyingheavygaugePVCConduitPipe....dia.......mmthickwithsuitablesizebends,metaljunctionboxesadhesivepasteetc.,bygroovecuttinginthewallandfixingbybracingUorJhooksandcementplasteringuptothewallsurfaceandrunwith18SWGGIfishwire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick

Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:20102.5 mm2

Wiringforlighting/powercircuitusingoneofFRLSPVCinsulated1100Vgrade,multistrandcopperwirewithlowconductorresistancesinglecoreinopenorconcealedsystemofwiringwithspecifiedIS-694:2010 1 mm2

SupplyingheavygaugePVCconduitpipe.......dia.......mmthickconfirmingtoIS2509withsuitablesizebends,junctionboxes,adhesivepasteetc,andfixingusinginvertedwoodplugsincaseofRCCceilingandRCCwall/stonestructureorrawlplugsincaseofbrickwallsandcementplasteringthedamagedportionusingheavygauge saddles at an interval of 700mm using NF screws.19/20 mm dia 2 mm thick

Supplying and fixing PVC/metal conduit Deep junction box25 mm deep Junction box

Supplying And fixing/replacing of 6/16/32A electricalaccessories on existing switch board.6A Batten Holder

Item 3.14.7/ Pg. 3/ Electrical SR

Supplying4mmthickwhiteplasticplateandcoveringforjunctionboxesofsize......mmconduitusingnecessarymachinescrews.80/90 mm

Item 3.10.2/ Pg. 3/ Electrical SR

Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wal 6Way

Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wall8Way

Item 3.4.5/ Pg. 3/ Electrical SR

Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wall2Way

Item 3.4.1/ Pg. 5/ Electrical SR

Supplyingandflushmountingpowdercoated/galvanizedmetalboxsuitableformountingmodularswitchplates.Theboxshouldbefirmlyflush mounted after due groove cutting in Brick/Stone/C.C wall12Way

Item 3.4.6/ Pg. 5/ Electrical SR

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch

Item 3.6.7/ Pg. 5/ Electrical SR

Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch

Item 3.6.1/ Pg. 5/ Electrical SR

Supplying6Aflushtypesocketand6AflushtypeSPswitcheithersurface/flushmountinginexistinggangboxorin4mmthickplasticsheetandfixingoveraflushmountedwoodenboxandwiringusingnecessary capacity wires as required as per IS 1293 and IS 38546A 2 Way

Item 3.1.1/ Pg. 5/ Electrical SR

Supplying and fixing of metal clad industrial plugs and sockets.2pole+earth 250V SOCKET16A

Item 3.13.5/ Pg. 5/ Electrical SR

Supplyingandfixingofmodularswitch&connectedaccessoriesonexisting modular switch plate as per IS 3854 and IS 1293Stepped Fan Regulator Two Module

Item 3.6.4/ Pg. 5/ Electrical SR

Supplyingandflushmountingteakwoodenboxwithoutfrontplank,madeofnotlessthan12mmthickwood,afterduegroovecutting,finishing with necessary cement plastering complete12" x 12" x 3" (300 x 300 x 76 mm)

Item 1.6.1/ Pg. 5/ Electrical SR

Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clA, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 6-32 A SP

Item 5.18.1/ Pg. 13/ Electrical SR

Supplying&fixingminiaturecircuitbreakersonexistingMCBdistributionboardsusingnecessaryfixingmaterialsand'C'Typecurve,indicatorON/OFF,energycross-3withShortcircuitbreakingcapacityof10KandcompletewiringasrequiredconfirmingtoIEC60898.6-32 A DP

Item 5.18.4/ Pg. 13/ Electrical SR

Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 32-40 A 2 pole

Item 5.20.2/ Pg. 13/ Electrical SR

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. 56" Sweep (1400 mm) Regular model

Item 6.3.2/ Pg. 22/ Electrical SR

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' - 36/40 W

Item 11.3.3/ Pg. 34/ Electrical SR

SupplyinganddrawingFlexibleMulticoreCablemanufacturedwithelectrolyticgradeflexiblecopperwithlowconductorconfirmingtoIS8130-1984and(Virgin)PVCinsulationsheathedsuitableforworking voltage upto 1100 Volts as per IS-694:19902C x 6 mm2

Item 2.5.21/ Pg. 14/ Electrical SR

Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box.1 to 2 Module

Item 3.5.1/ Pg. 164/ Electrical SR

Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box. 6 Module

Item 3.5.4/ Pg. 165/ Electrical SR

Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box.8 Module

Item 3.5.5/ Pg. 165/ Electrical SR

Supplyingandfixingsuperiorqualitymodularswitchmountingpolycarbonateplatewithnecessarysupportingbackplatewithrequirednos.ofmachinescrews,boltsnutsetc.,completeontheexistingmetal/PVC box.10-12 Module

Item 3.5.6/ Pg. 14/ Electrical SR

SupplyofLEDfloodlightluminairewithpressurediecastaluminiumhousingbodyforoptimalthermaldissipation.LampcompartmentcomprisingofantiglarecleardiffuserwithInjectionmouldedpolycarbonate/clearglassmaterial,deliveringsuperiorlightoutputRatedlifeBurningHrs50000hr@LumenMaintenanceof70%,CCT>5500K,IP66opticalandelectricalcompartment&impactresistanceofcompleteluminaire>IK08.PowerFactor>0.9withmains,SurgeProtection-Min5KValongwithOvervoltage/Overload,shortcircuit/miss-wiringprotection.Compatibleforpolemaulingwithouterdiaof40mmto50mm.UniversalVoltagedrivertooperatewidevoltagerangefrom100Vto270V50/60Hzapplication.CompliancetoIS10322/IEC60598,LM79&LM80AdherencewithRoHS.ULapprovedMCPCB.Topaccessstreetlightwithsinglescrewtoensureeaseofmaintenanceatthesightsitelocationwithminimizedminimaltools.LEDLightfixturewith.......WSystemPowerconsumption.LEDEfficiency>1301m/w,nominalCRI>75.Luminairemanufacturershouldhavein-housefacilityaccreditedbyNABL/CPRI&anyGovernmentcertifiedagency&Design&DevelopmentfacilitycertifiedbyISO9001:2008.Housingwithsupplierwordmark/nameshallbeEngraved/Embossingonthediecasthousing/BodypartWarrantyof2YearsagainstanymanufacturingdefectworkingunderstandardelectricalconditionsasmentionedaboveshouldbegivenbyLEDmanufacturer&Cree/Nichia/Lumileds/Osrammake LED Source.LED Floodlight 100W