ISO/MOE5/503/22-MAIN OFFICE BUILDING-BALANCE CIVIL WORKS

Amount

APPENDIX A

16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.

OD23726/2023-2024:Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer incharge.( as per CPWD 2018 2.33)

OD23727/2023-2024:6.12 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in- charge fixing them in holes of 45cm dia and 45cm depth (CPWD 2018 6.12+2.14.4)

OD13736/2022-2023:od1512397/2021_2022 :Supplying and planting healthy plants of the following species of appropriate growth including necessary maintenance of the plants (as and when required) at site as directed by Engineer-in- Charge.(Trees to have a height of 120 to 150 cms, shrubs to have a height of 30 to60cms at the time of planting) Trees Nerium Oleander ( fixing in holes of 45cm dia and 45 depth) CPWD 2018 8.50+2.14.40

OD23732/2023-2024:8.5 Providing and stacking of Calliandra, emarginata of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.

19.4.3.2:Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 180x150 mm size P typeWith sewer bricks conforming to IS: 4885

OD13791/2022-2023:od1520361/2021_2022 :Providing and fixing Ductile Iron (Hinged Type) cover and frame for UG tank of size 800x700mm and 40kg weight

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

2.17.2:Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD347232/2022-2023:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. All work upto plinth level

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm

22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm.

22.4.1:Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Serrated with central bulb ( 225 mm wide, 8-11 mm thick)

50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

11.4:52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

9.164:Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-incharge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments).

9.74.1:Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10 mm

9.88:Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

OD13868/2022-2023:od1520631/2021_2022 :Providing and fixing 72"x12"x2" rounded modular speed hump bump & M10 steel spike for speed bump/ wheel stop on asphalt with a crossing speed of 25km/hr.

16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

7.38.1.1:Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade

OD13879/2022-2023:od1513198/2021_2022 :Providing and fixing door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) suitable for mounting door Shutters confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame,consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²). The frame & shutter shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of shutter . The frame shall be finished with a approved primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . Price to include all SS Door Handle, locks, Door Closer, Door Stopper, hinges all necessary hardware as mentioned in the drawings etc. complete with all lead & as per the direction of engineer-incharge of work. 1.20x2.40 mtr single leaf door.

16.69:Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)

16.47.1:Painting runway/ taxi track /apron making with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-Charge, i/c cleaning the surface of all dirt, scales, oil grease and other foreign material etc. and lining out complete.New work ( Two or more coats)

5.9.9:Centering and shuttering including strutting, etc. and removal of form for:Arches, domes, vaults up to 6m span

OD25470/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) cornice of 75-95 cm width with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25472/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) Baluster 25x25x100 cm or nearest approved size with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25533/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) pillars of size 45x45x100 cm or nearest approved size with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25534/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) top railing of width 45 cm and 10 cm height or nearest size with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25535/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) pillars of width 82 cm one side attached to the wall, with 4 cm grooves, with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25536/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) column with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

OD25537/2023-2024:Supplying and fixing GRC (Glass Fibre Reinforced Concrete) cornice of 29.5 arch length 594 cm , tangent height 17.5 cm, chord length 433cm or nearest size with single skin panels with stiffened ribs mechanically liked to steel stud frame, permanent formwork or shuttering with projection cast in tiles. The weight per unit GRC or surface mass, stiffeners should provide a property of noise insulation at lower frequencies (typical 10mm -15mm thick GRC having surface mass 25-40 Kg per sqm will have an average sound reduction about 30 decibel. The skin panels shall be of white color plain finished to receive desired paint colour upon architects/clients discretion. The cost includes all necessary screws, anchor fasteners, dowel pin, threaded rods and so on, as appropriate silicon sealant at panel joints, ceiling compounds, cost and conveyance of all materials, labour charges, transportation, hoisting, installation charges, scaffolding, clear the site by carting away debris from site premises etc. Proper structural analysis, design for various load cases, their combination and proof checking shall be done, if necessary. This shall include designing and proper sizing of all sections meeting structural and architectural requirements. The anchor assemblies shall meet the performance and design requirements including installation of all inserts, fasteners, clips, bracing and framework as required for the proper anchorage to the structure. The cost of steel frame work shall be paid in relevant tender item. Based on the approved architectural design, the contractor shall prepare shop drawings consist of general arrangement, framing and fixing details dully checked, if required and submit the same to the engineer in charge for approval prior to the commencement of work.

APPENDIX B-Exterior Finishes

6.38:Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above floor 2 level up to floorV level in cement mortar 1:4 (1 cement :4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin- charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

OD339055/2022-2023:Providing and Fixing of Emblem with SS finish with powder coated, with metallic gold colour finish upon architectural design. Using 2mm thick sheet, having emblem Size: 520x630 cm and 70mm projection including all the necessary frame works and done with the help of screws, anchor fasteners, cleat angles,dowel pin, threaded rods and so on, cost and conveyance of all materials site, labour charges, transportation , installation charges, scaffolding etc. at all heights and levels of the building.

OD339054/2022-2023:Providing and Fixing of Lettering with SS finish with powder coated, with metallic gold colour finish upon architectural design. Using 1 mm thick sheet, and letters having 50mm projection and 67 cm height including all the necessary frame works and done with the help of screws, anchor fasteners, cleat angles,dowel pin, threaded rods and so on, cost and conveyance of all materials site, labour charges, transportation , installation charges, scaffolding etc. at all heights and levels of the building.

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

13.29.3:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Raised Band

21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

OD6642/2023-2024:Providing and fixing fiber cement board over frame work with GI for sunshade

OD6643/2023-2024:Providing and laying shingles sheet over fiber cement board alredy fixed on steel frames

25.8:Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.

24.2:Providing and fixing double scaffolding system (Cup lock type ) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube chakkus, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works.

Appendix C: Council hall Interior

OD24968/2022-2023:od1702258/2021_2022 : Steel framework for the acoustic wall panelling along the curved wall surface: Supply and fix 40mm x 40mm x 2mm G.P. SHS tubes confirming to BIS 1239 (part 1) 2019 in vertical position at an equal intervals of 610 mm c/c distances or to the nearest to form a typical panel frame unit with horizontal member of GP steel tube of size 40mm x 40mm x 2 mm – as per the exact concave curvature radius of the round shaped council hall – positioning inner side of the vertical posts of 40mm x 40mm size at an interval of 610 mm c/c or as per drawing specifications – the entire steel materials brought to site are to be thoroughly surface cleaned removing any rust or loose particle, grease oil etc. and apply one coat of 2 pack aluminium paint (aluminium pure metal paste + the mixing medium) manufactured as per BIS 2339 (1963) certified paint company as anticorrosive primer and all weld jointing are to be done with MIG welding only The wall panelling steel frameworks can be made as typical horizontal curved modular panels and jointed at site by MIG welding or by bolting devices approved by the Architect. The second Primer coating with one more coat of 2 pack aluminium paint (aluminium pure metal paste + the mixing medium). All hollow tube steel sections open ends are to be closed PVC inside fixing bushes. A layer of 6 mm thick resilient sheet padding are to be laid on floor along the curved wall before installation of the steel framework on floor to avoid structure born vibrations. Similarly 6 mm thick Neoprene sheet confirming to ASTM D395 of cut width of 40 mm are to be pasted on backside of the vertical steel square tube members that are to be fixed to the masonry and RCC wall surfaces as resilient mounting for acoustic results. The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools and plant, scaffoldings, skilled labour etc

OD25439/2022-2023:od1702267/2021_2022 : Supply and installation of Polyester wadded white insulation mattress of 20 Kg density1000 GSM 50 mm thickness in two layers as infill inside the cavities of Steel framework grid already installed along the curved Council wall in tight and even level and covering the visible portion from outside with 140 GSM black PP net fabric in tight and even front face level by applying Synthetic Resin glue on face of the steel framework. The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools & plant, scaffoldings, skilled labour etc. complete.

OD25452/2022-2023:od1702278/2021_2022 : Supply and installation of slat boards of 15 mm thickness , directly to the horizontally curved steel framework using self-tapping screws of a ISO certified brand at an interval spacing of 200 mm c/c of all vertical and horizontal steel members. Contractors should make 300 mm wide access panels all along the curved wall paneling at the bottom area touching the floor with same paneling done above for accessing the cables that run concealed. Similarly Cable running provision vertically up to side wall height4.00 M also are to be provided with access panel covers at 12 locations of the curved wall panels of Council hall.

OD25451/2022-2023:od1702283/2021_2022 : Supply and installation of 9 mm thick Acoustic panels of matching colour in vertical strips of 240 mm width with all edges 45 degree bevelled cutting with 50 % free space gap on the boards. Above with manufacturers recommended glue. The product have the Fire Retardant self-extinguishing , 100 % recyclable , Formaldehyde free and have a NRC value of 0.85 The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools & plant, scaffoldings, skilled labour etc complete.

OD25450/2022-2023:od1702286/2021_2022 : Preparation of custom designed acoustic diffusion panels to be installed over the frame above manufactured with all treated rubber wood runners in specified sizes in the working drawing of the item and inserting horizontal 80 mm wide strips of 4 mm thick one side matt finish colour factory laminated oil treated hardboard sheets in Basketweaving pattern for giving maximum diffusion of sound waves of any rear walls . The rates for the above works are to be inclusive of all cost materials, fabrication charges , transportation and installation at site with all employment all tools & plant ,scaffoldings, skilled labour etc complete.

OD25449/2022-2023:od1702290/2021_2022 : Providing projected decorative beadings and at the periphery of acoustic textured plain wall surfaces with seasoned hardwood reapers as per router mouldings according to the Architects detailed drawings – fixed with stainless steel CSK screws of appropriate thickness ad length , potty finishing the screw heads and applying the acoustic textured paint of approved colour shade.

OD25477/2022-2023:od1702294/2021_2022 : Supply of Acoustic textured paint and applies on the bare masonry walls in between the acoustic wall treatment panels already fixed, Above and painting the acoustic paint of matching colour scheme as approved by the Architect. The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools & plant, scaffoldings, skilled labour etc complete.

OD25476/2022-2023:od1702303/2021_2022 : Supply and installation of synthetic wood finish skirting panels of 10 Cm wide and 8 mm thickness with matching colour scheme all along the curved false wall bottom touching the carpeted council hall flooring. Fixing has to be done with Stainless Steel CSK selftapping screws of sufficient length, Skirting is to protect the wall panelling bottom surface while carpet cleaning is done with wet shampoo devises, The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools & plant, scaffoldings, skilled labour etc complete

10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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

9.140.1:Providing and fixing plain lining with necessary screws/nuts/& bolts/nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-in-charge ( Frame work shall be paid for separately)12 mm thick commercial ply conforming to IS: 1328 BWR type

OD25474/2022-2023:od1702322/2021_2022 : Primary inside visible side of the steel framed umbrella shaped hollow section framework is cladded with Extruded polystyrene boards of 9 20 mm thickness, class M Fire Rated, 36 -40 Kg density, 100 % water proof, termite and insect proof and having very good acoustic absorption and heat insulation properties. The sheets are coming in 2400 x 1200 mm size and also 2400 x 600 mm sizes. The boards have good dimensional retention property and will never sag at middle even at 1200 mm spacing. The sheet joints can be made seamless with applying USG ready mixed putty paste and achieve an even seamless surface immediately after applying putty levelling. The finishes surface can be painted with one coat of acrylic primer and can be finish coated with any water based paints. The XPS boards can be directly fixed at the bottom face og the hollow steel grid work with 32 mm CSK self-tapping SS screws manufactured by an ISO certified company . rate including labour

12.45.1:Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5x25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:12.5 mm thick tapered edge gypsum plain board conforming to IS : 2095-Part 1

OD25473/2022-2023:od1702327/2021_2022 : Providing acoustic straight wall panelling behind Mayor’s chamber with one Door and straight wall panelling on both sides with one door each Providing false wall as per detailed drawing specification of the Architect , providing false wall G I profile , cladding with double layer 12.5 mm thick acoustic Gypsum board with 1000 GSM wadded pollster acoustic/thermal insulation infill , with necessary moulded cornices etc. and cut provision for Airconditioning ducting and diffuser grill fixing , etc. and painting with one coat primer putty levelling and final primer coating and painting with textured paint of approved colour shade and mock pillars as per drawing specifications.

OD25472/2022-2023:od1702333/2021_2022 : Providing and fixing marine ply for Mayor's chamber (includes the cost for the fixtures to support the plywood as well), and acoustic wall panelling around Mayor’s chamber with one Door and straight wall panelling on both sides with opening above Mayors front desk as per drawing specifications.

OD25471/2022-2023:od1702335/2021_2022 : Providing and fixing acoustic sound proof doors of 120 cm X 210 cm, STC 45 dB,45mm thick Double shutter with Frame,Laminate finish, with all fasteners using stainless steel CSK screws , 3 nos SS Hinges and SS screws , exterior finished with acoustic paints as per approved colour shade.

OD25470/2022-2023:od1702344/2021_2022 : Providing Thermal and acoustic insulation with 24 Kg /m3 density 1000 GSM grade 50mm thickness in two layers so as to obtain a NRC value of 0.8 – 100 % termite proof, resistant to insect and vermin attack, fire retardant and water proof also itch free for installation workers. He insulation material will be protected with a Fibre glass mesh fabric stretched at the bottom of the steel frame work The rates for the above works are to be inclusive of all cost materials, fabrication charges, transportation and installation at site with all employment all tools & plant, scaffoldings, skilled labour etc complete

13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.22.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire fabric

10.28: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.)

OD25623/2022-2023:od1702415/2021_2022 : Providing and fixing of lettering with SS finish with powder coated, upon architectural design using 1 mm thick sheet and capital letters having 7 cm projection and 15 cm width and 15 cm height including all necessary primers done with the help of screws, anchor fasteners, cleat angles, dowel pin, threaded rods and so on, cost and conveyance all materials, labour charges, transportation, installation charges, scaffolding etc at all heights and levels of the building.

OD25624/2022-2023:od1702420/2021_2022 : Fixing of Emblem with SS finish with powder coated, with metallic gold colour finish upon architechural design using 2mm thick sheet of emblem size 62x51cm including all neccessary frame works and done with the help of screws, angle fasteners, cleat angles, dowel pin, threaded rods etc, cost and conveyance of all materials at site , labour charges, transportation, scaffolding all complete at all levels of the building

OD25625/2022-2023:od1702443/2021_2022 : Providing and fixing first class teak wood moulding (balusters) fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated/ veneered ply board as per direction of Engineer-in-charge. Balusters provided at 15 cm spacing

OD25633/2022-2023:13.114 Melamine polishing on wood work (one or more coat).

Appendix D: Interior painting

13.80: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.

13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

OD28461/2022-2023:13.114 Melamine polishing on wood work (one or more coat).

13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .

13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm

OD30365/2022-2023:od1702908/2021_2022 :Punning the wall with POP of India Gypsum for an average of 12 mm thick

5 Appendix E:Joinery

9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.

9.122.2:Providing and fixing to existing door frames.30 mm thick Fiberglass Reinforced Plastic (F.R.P) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used all filler material throughout the hollow panel, casted monoolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS : 14856, complete as per direction of Engineer-in-charge.

9.74.1:Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10 mm

9.74.4:Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm

9.84:Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width form 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

9.101.2:Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper

9.21.2:Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative Type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

9.22.1:Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to I.S. 2202 ( part I)On one side only

9.24.1:Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded ) (overall area of door shutter to be measured):Rectangular or square

9.88:Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.

OD30647/2022-2023:od1703077/2021_2022 :Providing & fixing wall/door mounted SS silver, 5 inch toilet cubicle SS coat hook

OD30649/2022-2023:od1703088/2021_2022 :Providing & fixing 55mm dia, 40mm hole distance, stainless steel bathroom toilet door indicator turn release lock latch bolt -250gms with necessary screws, bolts & spindles,

21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)

21.18:Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge ( Door handle, lock and stopper etc to be paid separately)

9.70.1:Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete:125x64x1.90 mm

OD30668/2022-2023:26.78.1 Providing & Applying weather proof sealant on outer joints of approved makeconfirming to IS & directed by Engineer-in-charge. 26.78.1 Sealant 25 mmx10mm at joints

9.162:Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-charge (panelling to be paid for seperately

9.161:Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m2) suita2ble for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m2 . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded

9.164:Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per direction of Engineer-incharge. The glass shall be clear, toughened, interlayered, non-wired fire resistant having 11 mm thickness of approved brand with 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 15 min of insulation (EI15) and having a sound reduction of ?37dB and LT of 86%. Glass shall be compliant to class 2(B)2 category of Impact Resistance as per EN 12600. The glass should be manufactured in UL & TUV audited Facility and including UL-EU Certification.The maximum glazing size cannot be more than 1100 mm x 2200 mm (w x h) or 2.42 sq mts in total area. The test report for the complete system (Glazed Door or Partition) will be considered valid only if it contains the stamp and signature of the authorized signatory from the glass manufacturer. (Actual glass size is to be measured at site for payments).

9.139:Providing and fixing panic bar / latch (Double point ) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer -in-charge, all complete.

OD30704/2022-2023:od1703640/2021_2022 :Providing & fixing 300x20x6mm fire rated mortise lock body/stainless steel 304/316 mortise lock with EN1906 stainless steel 304 lock door handle round on rose/ L shape Lever handle/ Fire proof door lever handle with 6 levers for fire rated doors with necessary screws

OD30706/2022-2023:od1703643/2021_2022 :Providing and fixing 300x10m fire rated SS tower bolt with necessary screws etc. complete for the metal door

OD30707/2022-2023:od1703647/2021_2022 :Providing and fixing 25 mm thick shaft door shutters confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/m³ and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc, conected to door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/m²) . The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing r shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - incharge), all complete with shaft lock & concealed handles as per direction of Engineer-in-charge

9.137:Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS : 3614 (Part - II), tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer -in-charge ( panneling to be paid for separately).

OD30742/2022-2023:od1703651/2021_2022 :Providing and fixing SS tubular handle bar set -32 mm outer dia, 3.0 mm thick & 450 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. ( SS handle bar/ set)

OD30753/2022-2023:od1703655/2021_2022 :Providing and fixing glass door patch lock with aluminum section for 12mm thick glass

OD30800/2022-2023:9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately)Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. 9.147D.3 Two track two panels sliding window made of (big series) frame 67 x 50 mm &sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazingbead / double glazing bead of appropriate dimension . (Area of window above1.75 sqm upto 2.50 sqm).

OD30799/2022-2023:9.147B 543SUB HEAD : 9 - WOOD & PVC WORK9.147BProviding and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where everrequired) extruded profiles duly reinforced with 1.60 0.2 mm thick galvanizedmild steel section made from roll forming process of required length (shape &size according to uPVC profile), , uPVC extruded glazing beads of appropriatedimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finishedwall, plastic packers, plastic caps and necessary stainless steel screws etc.Profile of frame shall be mitred cut and fusion welded at all corners, mullion (ifrequired) shall be also fusion welded including drilling of holes for fixinghardware's and drainage of water etc. After fixing frame the gap between frameand adjacent finished wall shall be filled with weather proof silicon sealant overbacker rod of required size and of approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge. (Single / double glass panes andsilicon sealant shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. 9.147B.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47x 68 mm both having wall thickness of 1.9 0.2 mm and single glazing bead ofappropriate dimension. (Area upto 0.75 sqm.)

9.7.7.2:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:5.5mm thick glass pane

9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood

9.5.1.1:Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge. Second class teak wood35 mm thick shutters

9.71.1:Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete:125x64x2.50 mm

OD30829/2022-2023:od1703691/2021_2022 :Extra for Providing and fixing wooden doors with decorative works instead of non decorative door shutters. On one side only

9.99:Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15mm, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required clolour or shade, with necessary screws etc. complete.

10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover

10.8.1:Extra for providing mechanical device chain and crank operation for operating rolling shuttersExceeding 10.00 sqm and upto 16.80 sqm in the area

10.7:Providing and fixing ball bearing for rolling shutters.

10.9:Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer -in-Charges, (area of grill to be measured).

6 Appendix F-Water proofing for collection sump for STP

13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster

22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured)

Crescent Contractors Pvt. Ltd.

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Crescent Contractors Pvt. Ltd.

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