chhatramani/nepal_legal_regulations_corpus_np huggingface dataset:
भवन नियमावली २०६६ (Building Regulation, 2009)

(२) डिजाईन सहमति प्रदान गर्ने क्रममा निर्माण स्थल निरीक्षण गर्नु पर्ने भएमा निर्माण स्थल निरीक्षण गराउनु पर्ने छ । आवश्यक गराउनु पर्नेछ । (३) "क" बर्ग र "ख" बर्गको हकमा Technical Detail Form No. 1 को A, B, C, तथा D भर्नु पर्नेछ । (४) "ग" बर्गको हकमा Technical Detail Form No. 1 को Form A, र Technical Detail Form No. 2 को Structural Design Requirements भर्नु पर्नेछ । (५) अनुसूची १ कार्यान्वयनको सम्वन्धमा कुनै दुबिधा उत्पन्न भएमा समितिको निर्णयानुसार हुनेछ । Technical Detail Form No. 1 । “क” बर्ग र “ख” बर्गको भवनको लागि । (A) NBC Code 206: 2003 - Architectural Design Requirements. । (To be filled by concerned Architect or Consultant) । Type of Building । Building Elements As per Submitted Design Remarks । 1.0 Staircase । 1.1 Min. tread width of staircase mm excluding nosing । 1.2 Riser height of staircase mm । 1.3 Clear width of staircase for । a) Hospital mm । b) Auditorium । - below 500 capacity । - Above 500 capacity । c) Others mm । 1.4 Height of handrail mm । 1.5 Max. no of riser in one Single flight Nos. । 1.6 Max. head room under staircase from the nosing of the tread mm । 2.0 Exit । 2.1 Max. travel distance to exit point in each floor mm । 2.2 Min. width of exit door including frame mm । 2.2Min. height of exit door including frame mm । 2.3 Shutter opening of exit door to staircase & public Passage Inside/Outside । 2.4 Total width of exit door mm । 3.0 Light and Ventilation । 3.1 Min. opening area of window for lighting largest habitable room from external wall sq. m. । 3.2 Min. opening area of natural ventilator for largest habitable room from external wall sq.m. । 3.3 Min. size of ventilator for water closets and bathroom sq.m. । 4.0 Lifts । 4.1 Total height of building mm । 4.2 Provision of lift. Yes/No । 4.3 No. of lift per bank nos. । 5.0 Requirement for the physically disabled । 5.1 Is there a provision of separate entrance for disable people next to the primary entrance of a building Yes/No । 5.2 Max. gradient for wheel chair ramp at entrance of building । 5.3 Min. width of wheel chair ramp at entrance of building. mm । 6.0 Parapet heights । 6.1 The height of parapet wall & balcony handrail mm । Technical Detail Form No. 1 । (B) NBC 208: 2003- Sanitary and Plumbing Design Requirements । (To be filled by concerned Engineer or Consultant) । Description Design Capacity Water consumption per capita per day as per submitted design Water Storage Capacity Remarks । Underground Water Tank. । 1. Type of building । 1.2) Auditorium Nos. Litres । A.1.2) Hospital including laundry per bed । a) Number of beds100 bed Bed. Litres. । 1.3) Office building Nos. Litres. । 2. Overhead water tank for Lavatory । a) Auditorium/Office Building (nos of w.c). Litres. । b) Hospital (nos. of urinal.) Litres. । (nos of w.c). Litres. । Description Design Capacity Fixtures provided as per submitted design Total Remarks । 2.1 Fire Hydrant System. Hospital/ Auditorium (Indoor) ।
भवन नियमावली २०६६ (Building Regulation, 2009)

2. Overhead water tank for Lavatory । a) Auditorium/Office Building (nos of w.c). Litres. । b) Hospital (nos. of urinal.) Litres. । (nos of w.c). Litres. । Description Design Capacity Fixtures provided as per submitted design Total Remarks । 2.1 Fire Hydrant System. Hospital/ Auditorium (Indoor) । 2.2) No of floors Nos. of floor Nos. of wet risers । 2.3) Floor area M2 Nos. of wet risers । 2.4) Capacity of wet riser for underground water tank - Litres. । 2.2 Type of buildings । Office building । Gents Toilet: Nos of users-- । a) Water closet - Nos. । b) Urinal - Nos. । c) Basin - Nos. । Ladies Toilet:- Nos of users-- । a) Water closet - Nos. । Auditorium । Public toilet (Gents Toilet): Nos of users-- । a) Water closet - Nos. । b) Urinal - Nos. । c) Basin - Nos. । Ladies Toilet:-- Nos of users-- । a) Water closet - Nos. । Staff toilet (Ladies/Gents Toilet): Nos of users-- । a) Water closet - Nos. । Hospital indoor patient ward (For Ladies and Gents Toilet):-- Nos of users-- । a) Water closet - Nos. । b) Wash basin - Nos. । c) Bath (Shower) - Nos. । d) Cleaner sink (Kitchen sink) - Nos. । Technical Detail Form No. 1 । (C) NBC 207: 2003-- Electrical Design Requirements । (To be filled by concerned Engineer or Consultant) । S. No. Electrical Elements As per Submitted Design । 1. Rating and sizes । 1.1. Minimum size (sq. mm.) of copper cable for light circuit । 1.2 Minimum size (sq. mm.) of copper cable for power circuit । 1.3 Wattage of ordinary power socket (2 pin) estimated as । 1.4 Wattage of power socket outlet (3 pin) estimated as । 1.5 Wall thickness of cast iron switch or regulator boxes । 1.6 Wall thickness of mild steel sheet switch or regulator boxes for upto 20cm.x 30cm. । 1.7 Wall thickness of mild steel sheet switch or regulator boxes for above 20cm.x 30cm. । 1.8 Depth of the switch or regulator boxes । 2. Maximum number of cables in a conduit । 2.1 No. of 2.5 sq. mm. cross-sectional area cable in 20mm. dia conduit । 2.2 No. of 4 sq. mm. cross-sectional area cable in 20mm. dia conduit । 2.3 No. of 6 sq. mm. cross-sectional area cable in 20mm. dia conduit । 2.4 No. of 2.5 sq. mm. cross-sectional area cable in 25mm. dia conduit । 2.5 No. of 4 sq. mm. cross-sectional area cable in 25mm. dia conduit । 2.6 No. of 6 sq. mm. cross-sectional area cable in 25mm. dia conduit । 2.7 No. of 2.5 sq. mm. cross-sectional area cable in 32mm. dia conduit । 2.8 No. of 4 sq. mm. cross-sectional area cable in 32mm. dia conduit । 2.9 No. of 6 sq. mm. cross-sectional area cable in 32mm. dia conduit । 3. Earthing । 3.1 The value of any earth system resistance unless otherwise specified । 3.2 Diameter of rod electrodes of steel or galvanized iron । 3.3 Diameter of rod electrodes of copper । 3.4 Internal diameter of pipe electrodes of galvanized iron or steel । 3.5 Internal diameter of pipe electrodes of cast iron । 3.6 The length of the rod & pipe electrodes ।
भवन नियमावली २०६६ (Building Regulation, 2009)

3.2 Diameter of rod electrodes of steel or galvanized iron । 3.3 Diameter of rod electrodes of copper । 3.4 Internal diameter of pipe electrodes of galvanized iron or steel । 3.5 Internal diameter of pipe electrodes of cast iron । 3.6 The length of the rod & pipe electrodes । 3.7 Thickness of plate electrodes of galvanized iron or steel । 3.8 Thickness of plate electrodes of copper । 3.9 Size of plate electrodes of galvanized iron or steel or copper । 3.10 Depth of the top edge of plate electrodes buried from ground । 4. Testing । 4.1 Insulation resistance (Mohm) between earth and the whole system of conductor or any section thereof । 4.2 Insulation resistance (Mohm) between the metallic case and all live part of each rheostat, appliance and sign when they are disconnected, । 4.3 Insulation resistance (Mohm) between all the conductors connected to one pole or phase conductor and all the conductor connected to the middle wire or to the neutral or to the other pole of the phase conductor । 4.4 The applied dc voltage (Volt) of mejgering । 4.5 Each switch is placed in phase or neutral? । Note: । 1. When substation and external electrical works are required, designer must comply NBC 207: 2003 or/ a relevant international electrical codes. । 2. Designer is advised to consider lightning protection designated by international electrical codes. । Technical Detail Form No. 1 । (D) NBC 000: 1994 to NBC 114: 1994 Structural Design Requirements । (To be filled by concerned Engineer or Consultant) । S.N. Description As per submitted design Remarks । 1. General: । Number of Storey । Total height of structure । Structure system ☐ Frame ☐ Load bearing ☐ Other । If Computer Aided Design (CAD) is used, please state the name of the package । 2. Requirements of NEPAL NATIONAL BUILDING CODE (NBC) । 2.1 NBC-000-1994 Requirements for State-of-the Art Design: An Introduction । Level of design: ☐ International State-of-the-art☐ Professionally Engineered Structures☐ Mandatory Rule of thumb☐ Guidelines to rural building । 2.2 NBC 101: 1994 Materials Specifications । Tick the listed materials that will be used in the construction ☐ Cement ☐ Coarse Aggregates☐ Fine Aggregates (Sand)☐ Building Lime☐ Natural building stones ☐ Bricks☐ Tiles ☐ Timber☐ Metal frames ☐ Structural steel । In what manner/ way have you used । 2.3 NBC 102-1994 Unit Weight of Materials । Where do you plan to apply NBC 102 ?Specify the design unit weight of materialsSteelBrickRCCBrick Masonry ☐ Specifications ☐ Design Calculation☐ Bill of Quantity । Note: If any materials other than specified in NBC 102-1994, the designer should take responsibility that such materials are according to international standard. । 2.4 NBC 103-1994 Occupancy load (Imposed Load) ।
भवन नियमावली २०६६ (Building Regulation, 2009)

Note: If any materials other than specified in NBC 102-1994, the designer should take responsibility that such materials are according to international standard. । 2.4 NBC 103-1994 Occupancy load (Imposed Load) । Proposed occupancy type (fill in only concerning occupancy type) Occupancy load । Uniformly Distributed load (kN/m2) Concentrated Load (kN) । For Residential Buildings । Rooms and Kitchen । Corridors, Staircase, store । Balcony । For Hotels, Hostels, Dormitories । Living, Bed and dormitories । Kitchen, Corridors, Staircase । Store rooms । Dining, restaurants । Office rooms । For Educational Buildings । Class rooms, Dining rooms । Kitchen । Stores । Libraries and archives । Balconies । For Institutional Buildings । Bed rooms, wards, dressing rooms । Kitchen । X-ray rooms, operating rooms । Corridors and Staircase । Balconies । For Assembly Buildings । Assembly areas । Projection rooms । Stages । Corridors, Passage and Staircase । Balconies । For Business and Office Buildings । Rooms with separate storage । Rooms without separate storage । File rooms and storage rooms । Stair and passage । Balconies । Mercantile Buildings । Retail shops । Wholesale shops । Office । Staircase and passage । Balconies । Industrial Buildings । Work area without machinery । With machinery: Light duty । Medium duty । Heavy duty । Boiler । Staircase, Passage । Storage buildings । Storage rooms । Cold storage । Corridor and Passage । Boiler rooms । 2.5 NBC 104-1994 Wind load । Wind zone । Basic wind velocity m/s । 2.6 NBC 105-1994 Seismic Design of Buildings in Nepal । Method of earthquake analysis: □ Seismic Coefficient method □ Model Response Spectrum method □ । Subsoil category । Fundamental transactions period । Basic seismic coefficient । Seismic zoning factor । Importance factor । Structural performance factor । 2.7 NBC 106: 1994 Snow load । Snowfall area □ Perennial □ Occasional □ No snowfall । Elevation । Design Depth । Design Density । 2.8 NBC 107: 1994 Provisional Recommendation on Fire Safety । Where do you plan to apply the fire safety requirements specified in NBC 107 and NBC 206-1994? □ Specifications □ Design Calculation □ Bill of quantity । 2.9 NBC 108: 1994 Site Consideration for Seismic Hazards । Distance from toe/beginning of downward slope m । Distance from river bank । Soil type in footing । Adopted safe bearing capacity । Type of foundation । Depth of foundation । Soil test report available? □ Yes □ No । Note: Soil test is advisable for all professional engineered structures. In case, soil test is not carried out, the designer should take responsibility for assumed data concerning site consideration. । 2.10 NBC 109: 1994 Masonry: Unreinforced । Concrete Grade । Brick crushing strength । Mortar ratio for load bearing masonry । Floor Wall height Wall thickness Maximum Length । Ground floor । First floor । Second floor । Opening details: । Least distance from inside corner । Does the total length of opening in any Wall exceed 50% of its length □ Yes □ No ।
भवन नियमावली २०६६ (Building Regulation, 2009)

Concrete Grade । Brick crushing strength । Mortar ratio for load bearing masonry । Floor Wall height Wall thickness Maximum Length । Ground floor । First floor । Second floor । Opening details: । Least distance from inside corner । Does the total length of opening in any Wall exceed 50% of its length □ Yes □ No । Does the horizontal distance between any Two opening less than 600 mm or 1⁄2 of Height of shorter opening □ Yes □ No । Does the Vertical distance between two Opening less than 600 mm or 1⁄2 of width Of smaller opening □ Yes □ No । If any of above mentioned cases do not Comply, do you have provision for Strengthening around opening? □ Yes □ No । Bands provided: □ Plinth level □ Lintel level □ Roof level □ Gable band । Vertical steel reinforcement diameters at corner/tee joints: Ground floor: First floor: Second floor । C/C distance of corner/tee strengthening Horizontal dower bars । 2.11 NBC 110: 1994 Plain and Reinforced Concrete । Concrete grade । Reinforcement Steel Grade । Critical size of slab panel । Calculated short span to effective depth । Ratio (L/d) for corresponding slab । Permissible L/d ratio । Effective depth । Basic value of L/d । Span correction factor । Tension reinforcement (Ast) Percent । Ast modification factor । Compression reinforcement modification factor । Beam Characteristics Condition of beams । Canti-Lever Simply Supported One side Continuous Both side Continuous । Maximum span/depth ratio । Span of corresponding beam । Depth of corresponding beam । Width of corresponding beam । Maximum slenderness ratio of column । Lateral dimension of corresponding column । Design Philosophy: □ Limit State method □ Working Strees method □ Ultimate strength method । Load Combinations: । Working Stress method 1: 2: 3: 4: । Limit State method 1: 2: । 3: 4: । 2.12 NBC: 111-1994 Steel । Design assumption: □ Simple connection □ Semi-rigid connection □ Fully rigid connection । Yield Stress: । Least wall thickness । Expose condition Pipe Webs of Standard size Composed section । For Exposed Section । For not exposed Section । Have you used Truss? □ Yes □ No । What is the critical span of purlin । Purlin size । Have you used steel post? □ Yes □ No । Slenderness ratio of the critical post । 2.13 NBC: 112 Timber । Name of structural wood: । Modulus of Elasticity: । Critical span of the beam element । Designed deflection । Slenderness ratio of the critical post । Joint type: । 2.14 NBC: 113: 1994 Aluminium । Have you used aluminium as structure member? □ Yes □ No । If yes, please mention the name of design code. । 2.15 NBC: 114 1994 Construction safety । Are you sure that all safety measures will be fulfilled in the construction site as per this code? □ Yes □ No । Safety wares use □ Safety hard hat □ safety goggles □ Safety boots □ Safety belt □ First aid facility । Affidavit ।
भवन नियमावली २०६६ (Building Regulation, 2009)

If yes, please mention the name of design code. । 2.15 NBC: 114 1994 Construction safety । Are you sure that all safety measures will be fulfilled in the construction site as per this code? □ Yes □ No । Safety wares use □ Safety hard hat □ safety goggles □ Safety boots □ Safety belt □ First aid facility । Affidavit । I / We hereby certify that the proposed design of building and its various components comply all the requirements of prevailing National Building Code of Nepal. I/We also affirm that the submitted design is done by the concerned Engineers and Architects duly registered in Nepal Engineering Council. The data made available in this form are equally valid for all buildings apart from the main building. । Name: NEC No: Post: Name of Consulting Firm: Address: Date: Seal: । Technical Detail Form No. 2 । "ग" वर्गको भवनको लागि । Structural Design Requirements । (To be filled by concerned Engineer or Consultant) । S.N. Description As per submitted design Remarks । 1. General: । Number of Storey । Total height of structure । Structure system ☐ Frame ☐ Load bearing ☐ Other । a) Provision for future extension Yes ☐ No ☐ । b) If Yes - How many floors will be extended? Floors । c) Structural Design consideration for future extension Yes ☐ No ☐ । In what manner/ way have you used । 2.3 NBC 102-1994 Unit Weight of Materials । Specify the design unit weight of materialsSteelBrickRCCBrick Masonry । Note:* If any materials other than specified in NBC 102-1994, the designer should take responsibility that such materials are according to international standard. । 2.9 NBC 108: 1994 Site Consideration for Seismic Hazards । Distance from toe/beginning of downward slope m । Distance from river bank । Soil type in footing । Adopted safe bearing capacity । Type of foundation । Depth of foundation । Soil test report available? ☐ Yes ☐ No । Note: Soil test is advisable for all professional engineered structures. In case, soil test is not carried out, the designer should take responsibility for assumed data concerning site consideration. । 2.10 NBC 109: 1994 Masonry: Unreinforced । Concrete Grade । Brick crushing strength । Mortar ratio for load bearing masonry । Floor Wall height Wall thickness Maximum Length । Ground floor । First floor । Second floor । Opening details: । Least distance from inside corner । Does the total length of opening in any Wall exceed 50% of its length ☐ Yes ☐ No । Does the horizontal distance between any Two opening less than 600 mm or 1⁄2 of Height of shorter opening ☐ Yes ☐ No । Does the Vertical distance between two Opening less than 600 mm or 1⁄2 of width Of smaller opening ☐ Yes ☐ No । If any of above mentioned cases do not Comply, do you have provision for Strengthening around opening? ☐ Yes ☐ No । Bands provided: ☐ Plinth level ☐ Lintel level । ☐ Roof level ☐ Gable band ।
भवन नियमावली २०६६ (Building Regulation, 2009)

Does the Vertical distance between two Opening less than 600 mm or 1⁄2 of width Of smaller opening ☐ Yes ☐ No । If any of above mentioned cases do not Comply, do you have provision for Strengthening around opening? ☐ Yes ☐ No । Bands provided: ☐ Plinth level ☐ Lintel level । ☐ Roof level ☐ Gable band । Vertical steel reinforcement diameters at corner/tee joints: । Ground floor: । First floor: । Second floor: । C/C distance of corner/tee strengthening । Horizontal dower bars । 2.11 NBC 110: 1994 Plain and Reinforced Concrete । Concrete grade । Reinforcement Steel Grade । Critical size of slab panel । Beam Characteristics । Condition of beams । Canti-Lever Simply Supported One side Continuous Both side Continuous । Maximum span/depth ratio । Span of corresponding beam । Depth of corresponding beam । Width of corresponding beam । 2.15 NBC: 114 1994 Construction safety । Are you sure that all safety measures will be fulfilled in the construction site as per this code? ☐ Yes ☐ No । Safety wares use ☐ Safety hard hat☐ safety goggles☐ Safety boots☐ Safety belt☐ First aid facility । Affidavit । I / We hereby certify that the proposed design of building and its various components comply all the requirements of prevailing National Building Code of Nepal. । Name: । Post: । Name of Consulting Firm: । Address: । Date: । Seal: । अनुसूची २ । (नियम ५ सँग सम्बन्धित) । भवन संहिताको प्रतिलिपि दस्तुर । १. भवन संहिता हार्डकपी प्रतिसेट सातसय रुपियाँ । २. भवन संहिता डिजिटल कपी प्रति सि.डी.एकसय पचास रुपियाँ ।
भू तथा जलाधार संरक्षण नियमावली २०४२ (Land and Watershed Conservation Regulation, 1985)

भू तथा जलाधार संरक्षण नियमावली, २०४२ । नेपाल राजपत्रमा प्रकाशित मिति । २०४२ । १२ । ३१ । संशोधन । १. भू तथा जलाधार संरक्षण (पहिलो संशोधन) नियमावली, २०७० २०७० । १ । ३० । भू तथा जलाधार संरक्षण ऐन, २०३९ को दफा २५ ले दिएको अधिकार प्रयोग गरी नेपाल सरकारले देहायका नियमहरू बनाएको छ । १. संक्षिप्त नाम र प्रारम्भ: (१) यी नियमहरूको नाम "भू तथा जलाधार संरक्षण नियमावली, २०४२" रहेको छ । (२) यो नियमावली तुरुन्त प्रारम्भ हुनेछ । २. परिभाषा: विषय वा प्रसङ्गले अर्को अर्थ नलागेमा यस नियमावलीमा,- । (क) "ऐन" भन्नाले "भू तथा जलाधार संरक्षण ऐन, २०३९" सम्झनु पर्छ । (ख) "आयोग" भन्नाले ऐनको दफा १५ बमोजिम गठन भएको राष्ट्रिय स्रोत संरक्षण आयोग सम्झनु पर्छ । (ग) "समिति" भन्नाले ऐनको दफा १६ बमोजिम गठन भएको जिल्ला भू तथा जलाधार संरक्षण समिति सम्झनु पर्छ । ३. संरक्षित जलाधार क्षेत्र घोषित गर्ने: (१) पहिलो संशोधनद्वारा झिकिएको । कुनै क्षेत्रलाई ऐनको दफा ३ बमोजिम संरक्षित जलाधार क्षेत्र घोषित गर्ने प्रयोजनको लागि जलाधार संरक्षण अधिकृतले आवश्यक जाँचबुझ, अध्ययन तथा सर्वेक्षण गरी समितिको समेत परामर्श लिई संरक्षित जलाधार क्षेत्र घोषित गर्न आवश्यक देखिएको क्षेत्रको चारकिल्ला तथा क्षेत्रफल खुलाई विभागमा लेखी पठाउनु पर्नेछ । (२) उपनियम (१) बमोजिम लेखी आएपछि विभागले आवश्यक देखेमा पुनः जाँचबुझ, अध्ययन तथा सर्वेक्षण गरी गराई चारकिल्ला तथा क्षेत्रफलमा हेरफेर गर्नु पर्ने देखिएमा सो समेत गरी नेपाल सरकार, वन तथा भू संरक्षण मन्त्रालयमा पठाउनु पर्नेछ । ४. जग्गाको वर्गीकरण: (१) संरक्षित जलाधार क्षेत्रमा भू तथा जलाधार संरक्षणको लागि ऐनको दफा ४ मा उल्लेख भए बमोजिमका कामहरूको प्रयोजनको लागि संरक्षित जलाधार क्षेत्रभित्रको जग्गालाई जलाधार संरक्षण अधिकृतले सिमाना, क्षेत्रफल र त्यस्तो जग्गामा गरिने कार्यहरू समेत खुलाई वर्गीकरण गर्नु पर्नेछ । (२) उपनियम (१) बमोजिम संरक्षित जलाधार क्षेत्रभित्रको जग्गाको वर्गीकरण गर्दा जलाधार संरक्षण अधिकृतले समितिको परामर्श लिनु पर्नेछ । (३) यस नियम बमोजिम जग्गाको वर्गीकरण गरिएको सूचना अनुसूची-१ बमोजिमको ढाँचामा सम्बन्धित व्यक्तिहरूको जानकारीको लागि जलाधार संरक्षण अधिकृतले आफ्नो कार्यालय, गाउँ विकास समिति वा नगरपालिका र जिल्ला विकास समितिको कार्यालयमा टाँस्नु पर्नेछ र त्यस्तो सूचना एक प्रति विभागमा पनि पठाउनु पर्नेछ । ५. भू-उपयोगिता प्रणाली अपनाई खेती गर्ने: (१) जलाधार संरक्षण अधिकृतले संरक्षित जलाधार क्षेत्रभित्रको जग्गामध्ये ऐनको दफा ४ को खण्ड (ग), (घ), (ङ) र (च) बमोजिम कार्य गरिनु पर्ने भनी वर्गीकरण गरिएको जग्गामा भू-उपयोगिता प्रणाली अपनाई कुनै बाली वा फलफूलको खेती गर्न तथा रुख बिरुवा वा घाँस लगाउन वा अन्य कुनै कार्य गर्नु गराउनु पर्ने भएमा त्यस्ता जग्गाको क्षेत्रफल र सिमाना समेत तोकिदिनु पर्नेछ र त्यसको जानकारी विभागलाई दिनु पर्नेछ । (२) उपनियम (१) बमोजिम भू-उपयोगिता प्रणाली अपनाई खेती गर्नु गराउनु भनी तोकिदिएको जग्गा निजी स्वामित्वको भएमा त्यस्तो जग्गामा जग्गाधनी वा मोहीले भू-उपयोगिता प्रणाली अपनाई खेती गर्नु पर्नेछ ।