MODEL CREMATORIA DESIGNS

Transcription

1 National Mission for Clean Ganga Ministry of Water Resources, River Development & Ganga Rejuvenation Government of India MODEL CREMATORIA DESIGNS Conventional and Improvised Designs

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3 Namami Gange Model Crematoria Designs Namami Gange, the Vision for Ganga Rejuvenation constitutes restoring the wholesomeness of the river defined in terms of ensuring Aviral Dhara (Continuous Flow), Nirmal Dhara (Unpolluted Flow), Geologic and ecological integrity. Implementation by National Mission for Clean Ganga (NMCG) for immediate visible impact constitutes provision of Ghats and Crematoria across the 5 states for which various proposals for Crematoria have been received at NMCG. This exercise by NMCG aims to bring clarity and uniformity in design and costs of Crematoria by providing proficient design options. 8 model crematoria designs ranging from a basic cremation shed to an electric crematorium are presented here to be followed across all states as per local needs. Site specific changes can be incorporated with suitable justifications

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5 Table of Contents I) Conventional Crematoria A) Stand-alone crematoria a) Model for Rural areas... 3 b) Model for towns/semi-urban areas B) Basic Crematorium complex for urban areas Cost Break-up of different Components/Units II) Improvised Crematoria A) Green Cremation System (Improved Wood Pyre Type) a) Model for Rural areas b) Model for small Towns c) Model for Towns/Cities B) Gasifier Crematorium C) Electric Crematorium III) Comparative statement for Model Crematoria Design... 75

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7 Conventional Crematoria Conventional Crematoria Page 1 of 77

8 Conventional Crematoria This page intentionally left blank Page 2 of 77

9 Conventional Crematoria I) Conventional Crematoria A) Stand-alone crematoria a) Model for Rural areas This type of crematorium is suitable for villages (Rural areas). The design for the crematorium is proposed on the basis of Local area needs. It is the most basic model with a stand-alone pyre under a shed and a circumambulation platform around it. This design is suitable for locations with very few cremations per day (say less than 2 cremations per day). Crematorium Components (For one Pyre only): MS Pyre with tray Circumambulation platform Cremation shed with metal sheet roofing 1 Hand-pump Area of Cremation shed: 22 Square meters for single pyre shed. Estimated Cost: 3.87 Lakhs Page 3 of 77

10 Model for Rural areas Conventional Crematoria: Stand-alone Model for Rural areas Plan Elevation A Section X-X Page 4 of 77

11 Model for Rural areas S. Abstract of Cost: Stand-alone Model for Rural areas Description Amount in Rs. (revised) Civil work: A Civil work for crematorium main building 220,000 B Bore-well with hand pump 77,000* C MS Pyre and tray 90,000** D Subtotal for civil work (A+B+C) 387, Lakhs * Cost towards bore well with hand pump shall be as per schedule of rates and site conditions. ** Quotations are to be obtained for the costs of MS Pyre and tray Page 5 of 77

12 Model for Rural areas Bill of Quantities: Stand-alone Model for Rural areas S. Description of Work Unit Qty. Rate Amount (Rs) Remarks Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. Cum , % 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 (zone- III) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cum , % Page 6 of 77

13 Model for Rural areas S Description of Work Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Unit Qty. Rate Amount (Rs) Remarks Cum , % Providing and laying in position machine batched and machine mixed design mix M-25 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-incharge. (Note: - Cement content considered in this item 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). Page 7 of 77

14 Model for Rural areas S Description of Work All works up to plinth level All works above plinth level up to floor V level Unit Qty. Rate Amount (Rs) Remarks Cum , % Cum , % Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts Sqm , % Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo- Mechanically Treated bars of grade Fe-500D or more. Kg , % Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Cum , % mm internal cement plaster of mix : 1:6 (1 cement: 6 fine sand) Sqm , % mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) Sqm , % Page 8 of 77

15 Model for Rural areas S. Description of Work Unit Qty. Rate Amount (Rs) Remarks Finishing walls with water proofing cement paint of required shade : New work (Two or more coats 3.84 kg/10 Sqm) Sqm , % Total 213, % Rounding off 6, Grand Total INR 220, Page 9 of 77

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17 Model for towns/semi-urban areas b) Model for towns/semi-urban areas This type of crematorium is suitable for semi urban or partly urban areas. The design of this stand-alone crematorium has a R.C.C. structure as shed with gutter and SS frame work. This design is suitable for locations where number of cremations are less per day (say 2 to 3 cremations per day). Crematorium Components (For one Pyre only): MS Pyre with tray Circumambulation platform with sandstone flooring and sitting Cremation shed in R.C.C. with SS framework 1 Hand pump Area of Cremation shed: 26 Square meters for single pyre shed. Estimated Cost: 5.02 Lakhs Page 11 of 77

18 Model for towns/semi-urban areas Conventional Crematoria: Stand-alone model for semi-urban areas Plan Elevation A Page 12 of 77

19 Model for towns/semi-urban areas Section X-X Pyre Details Page 13 of 77

20 Model for towns/semi-urban areas Abstract of Cost: Model for towns/semi-urban areas S. Description Amount in Rs. (revised) Civil work: A Civil work for crematorium main building 335,000 B Bore well with hand pump 77,000* C Furnace and tray 90,000** D Subtotal for civil work (A+B+C) 502, lakhs * Cost towards bore well with hand pump shall be as per schedule of rates and site conditions. ** Quotations are to be obtained for the costs of MS Pyre and tray Page 14 of 77

21 Model for towns/semi-urban areas Bill of Quantities: Model for towns/semi-urban areas S. Description of Work Unit Qty. Rate Amount (Rs) Remarks Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. Cum , % Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % 1:3:6 (1 Cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % 1:1.5:3 (1 Cement : 4 coarse sand (zone-iii) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % Page 15 of 77

22 Model for towns/semi-urban areas S Description of Work Unit Qty. Rate Providing and laying in position machine batched and machine mixed design mix M- 25 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 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level up to floor V level Amount (Rs) Remarks Cum , % Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts Sqm , % Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg , % Random Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Cum , % Page 16 of 77

23 S Model Crematoria Designs Model for towns/semi-urban areas Description of Work Unit Qty. Rate 15 mm cement plaster on rough side of single or half brick wall of mix: Amount (Rs) Remarks :6 (1 cement: 6 coarse sand) Sqm , % 8 SS Frame, 7700kg/Cum kg , % 9 SS Hollow frame kg , % 10 Structural steel work kg , % 11 Roof pressed clay tiles of 20 mm nominal thickness Sqm , % Random rubble masonry with hard stone in superstructure above plinth level and up to floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) Cum , % Finishing walls with water proofing cement paint of required shade : New work (Two or more coats 3.84 kg/10 Sqm) Sqm , % Total 321, % Rounding off and other Miscellaneous works 13, Grand Total INR 335, Page 17 of 77

24 Model for towns/semi-urban areas This page intentionally left blank Page 18 of 77

25 Basic Crematorium complex for urban areas B) Basic Crematorium complex for urban areas This type of crematorium is suitable for larger towns or urban areas. The design of this crematorium comprises of certain facilities/amenities required in such complex. The model may be suitable where local body has dedicated staff for operation and maintenance of the complex and where average daily cremations are more. Crematorium Components (For one Pyre only): MS Pyre with tray Cremation structure in R.C.C. with MS truss and Mangalore tile roofing 1 Ritual Platform 1 Body Washing Area 1 Waiting Hall/Prayer Hall (42 Square meters) 1 Office cum Care taker room (11 Square meters) 1 Wood store (9.5 Square meters) 2 Nos. Chabutra siting under tree 4 Nos. Solar light poles 1 Hand pump Boundary wall Entry gate Area: 400 Square meters for single pyre complex. Estimated Cost: Lakhs Page 19 of 77

26 Basic Crematorium complex for urban areas Conventional Crematoria: Basic Crematorium complex for urban areas Plan Sectional Elevation X-X Page 20 of 77

27 Basic Crematorium complex for urban areas Note: All drawings for reference only. Proposed design drawings to be generated as per requirement based on these drawings. Abstract of Cost: Basic Crematorium complex for urban areas S. Description Amount in Rs. Civil work: A Civil work for crematorium main building 1,870,000 B O & m charge for 6 month.[@1.5% of (A) per year] as per NGBRA guideline 14,025 C Total for civil work (A+B) 1,884,025 D Add of (C) 56,521 E MS pyre with tray 90,000* F Total cost of crematorium (C+D+E) 2,030,546 Say Lakhs * Quotations are to be obtained for the costs of MS Pyre and tray Page 21 of 77

28 S Model Crematoria Designs Basic Crematorium complex for urban areas Bill of Quantities: Basic Crematorium complex Description of Work Unit Qty. Rate Amount (Rs) Remarks Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. Cum , % 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 (zone-iii) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Cum , % Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Cum , % Page 22 of 77

29 Basic Crematorium complex for urban areas S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and laying in position machine batched and machine mixed design mix M-25 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-incharge. (Note: - Cement content considered in this item 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately) All works up to plinth level All works above plinth level up to floor V level Cum , % Cum , % Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete Columns, Pillars, Piers, Abutments, Posts and Struts Suspended floors, roofs, landings, balconies and access platform Sqm , % Sqm , % Sqm , % Page 23 of 77

30 Basic Crematorium complex for urban areas S Description of Work Unit Qty. Rate Amount (Rs) Remarks Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg , % Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Cum , % Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6coarse sand) : With F.P.S.(nonmodular) bricks Cum , % Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc., up to floor five level, excluding the cost of centering shuttering and finishing : 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Cum , % Page 24 of 77

31 Basic Crematorium complex for urban areas S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2 coarse sand (zone-iii): 4 graded stone aggregate 20mm nominal size). Sqm , % mm internal cement plaster of mix : 1:6 (1 cement: 6 fine sand) Sqm , % mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) Sqm , % mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) Sqm , % Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement mm cement plaster Sqm , % Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinning priming coat with cement primer Sqm , % Finishing walls with water proofing cement paint of required shade : New work (Two or more coats 3.84 kg/10 Sqm) Sqm , % Page 25 of 77

32 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete mm thick with 20 mm nominal size stone aggregate Sqm , % Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. Page 26 of 77

33 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) ad mixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. Page 27 of 77

34 Basic Crematorium complex for urban areas S. Description of Work Unit Qty. Rate Amount (Rs) Remarks (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm , % Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete % Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). Sqm , % Page 28 of 77

35 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Kg , % 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 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. Sqm , % Page 29 of 77

36 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg , % Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) nondecorative 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: Sqm % Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows(area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick : Kiln seasoned and chemically treated hollock wood Sqm , % Page 30 of 77

37 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks 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: part 1 and M.S. top cover of required thickness for rolling shutters x1.20 mm M.S. laths with 1.20 mm thick top cover Sqm , % Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution Sqm % Page 31 of 77

38 S. Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lid Each % Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each % 31 P/F of Piller Cock long Body Each Page 32 of 77

39 Basic Crematorium complex for urban areas S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement 3.3kg/Sqm including pointing the joints with white cement and matching pigment etc., complete. Sqm % Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement 3.3kg per Sqm,including pointing in white cement mixed with pigment of matching shade complete. Sqm % Boring with 100 mm diameter casing pipe for hand pump / tube-well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested Up to 6 metres depth metre , % Page 33 of 77

40 S Model Crematoria Designs Basic Crematorium complex for urban areas Description of Work Unit Qty. Rate Amount (Rs) Remarks Beyond 6 m and up to 12 m depth metre , % Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. metre , % Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Udaipur green marble Sqm , % Total 1,643, % Add Miscellaneous 164, Net Total Amount 1,807, Add Electric 3% 54, Rounding off 8, Grand Total INR 1,870, Page 34 of 77

41 Cost Break-up of different Components/Units Cost Break-up of different Components/Units S. Crematorium Components Approx., Size in Component Meters Cost (Rs.) 1 Planter 2.36 x ,350 2 Ritual Platform 1.80 x ,184 3 Body Washing Area 1.80 x ,185 4 Office/Care Taker Room 3.60 x ,000 5 Wood Store 3.10 x ,500 6 Waiting Hall 6.54 x ,627 7 Compound Wall Per Meter Length 4,952 8 Paver Blocks Per Square Meter 622 Note: Above Costs of the Unit can be added to the cost of the models of Stand-alone Crematoria where provided, based on site requirements. Page 35 of 77

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43 Improvised Crematoria Page 37 of 77

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45 Improvised Crematoria II) Improvised Crematoria A) Green Cremation System (Improved Wood Pyre Type) a) Model for Rural areas This type of crematorium is suitable for villages (Rural areas). The Improved wood pyre in this system consumes less wood for burning as compared to conventional pyres and also comes with message/instruction boards with explanation about its working and spreading awareness of its advantages to the mass. Provision for an operator is made for a period of 3 months. This model is suitable for locations with very few cremations per day. Crematorium Components (For one Pyre only): IWC Pyre Shed with truss and metal sheet roofing 1 Ash collection tray Area of Cremation shed: 15 to 20 Square meters for single pyre shed. Estimated Cost: Lakhs Page 39 of 77

46 Model for small Towns b) Model for small Towns This type of crematorium is suitable for small towns. The Improved wood pyre in this system consumes less wood for burning as compared to conventional pyres and also comes with message/instruction boards with explanation about its working and spreading awareness of its advantages to the mass. Provision for an operator is made for a period of 12 months. Crematorium Components (For one Pyre only): IWC Pyre Shed with truss and metal sheet roofing 1 Ash collection tray 1 Ash storage rack Area of Cremation shed: 25 to 30 Square meters for single pyre shed. Estimated Cost: Lakhs Page 40 of 77

47 Model for Towns/Cities c) Model for Towns/Cities This type of crematorium is suitable for larger towns and cities where average daily cremations are higher. The Improved wood pyre in this system consumes even lesser wood for burning as compared to conventional pyres and takes lesser time for each cremation. It also comes with message/instruction boards with explanation about its working and spreading awareness of its advantages to the mass. The design of this crematorium comprises of certain facilities/amenities required in such complex. Provision for an operator is made for a period of 12 months. Crematorium Components (For one Pyre only): IWC Pyre Shed with truss and metal sheet roofing Hood with Chimney 2 Nos. Ash collection tray 1 Ash storage rack Guard cum operator room Bathing platform Area: 140 Square meters for single pyre shed with facilities. Estimated Cost: Lakhs 1 View of a Green Cremation system IWC Pyre with Hood and Chimney Page 41 of 77

48 Gasifier Crematorium B) Gasifier Crematorium This type of crematorium is suitable for larger towns and cities where average daily cremations are higher. Gasifier is an environmental friendly system for cremation which consumes very less wood for burning as compared to conventional pyres and takes lesser time for each cremation. The design of this crematorium requires space for mechanical components of the furnace and also comprises of certain facilities/amenities as listed below. Crematorium Components (For one Furnace only): Gas Furnace 1 Care taker room 1 Prayer Hall 2 Nos. Toilets 1 Bathing facility Boundary wall with gate Area: 350 to 400 Square meters for single furnace building with facilities. Estimated Cost: Lakhs Page 42 of 77

49 Gasifier Crematorium Improvised Crematoria: Gasifier Crematorium Plan Section X-X Note: All drawings for reference only. Proposed design drawings to be generated as per requirement based on these drawings Page 43 of 77

50 Gasifier Crematorium Abstract of Cost: Gasifier Crematorium S. Description Amount in Rs. (revised) Civil Work: A Civil work for crematorium main building 6,879,000 B Boundary wall with gate (30*50 Sqm area) 802,320 C Subtotal for civil work (A+B) 7,681,320 D of (C) 153,626 E Total (C+D) 7,834,946 F O & m charge [0.5% of (E) per year] for 5 years 195,874 G Total for civil work (E+F) 8,030,820 H Electro-mechanical work : I Internal electrical 5% of (E) 391,747 J External service 5% of (E) 391,747 K Supplying, erecting and commissioning the Gasifier with necessary civil construction for accommodating Gasifier including furnace, chimney, Venturi scrubber with water column, trolley, etc. with related motors, pumps, blowers and operation and maintenance 3,400,000* L Substation (supply installation, testing and commissioning of transformer LT panel & circuit breaker along with the requires cable 500,000 M Sub-total for electro-mechanical works (I TO L) 4,683,495 N O & m charge for 5 years [@ 3% of (M) per year] 702,524 O Add for power connection charges 500,000 P Total for electro mechanical works (M+N+O) 5,886,019 Q Total cost of crematorium (G+P) 13,916,839 R Add of (Q) 417,505 S Total cost of crematorium (Q+R) 14,334,344 Say Lakhs * For the Costs of Gasifier furnace and Chimney, etc. (K), quotations are to be obtained. Page 44 of 77

51 S Model Crematoria Designs Gasifier Crematorium Bill of Quantities: Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. Cum , % 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 (zone-iii) : 8 graded stone aggregate 40 mm nominal size) under footing/floor Cum , % Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Cum , % Cum , % Page 45 of 77

52 Gasifier Crematorium S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and laying in position machine batched and machine mixed design mix M-25 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-incharge. (Note: - Cement content considered in this item 330 kg/cum Excess/ less cement used as per design mix is payable/recoverable separately). All works up to plinth level All works above plinth level up to floor V level Cum , % Cum , % Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete Columns, Pillars, Piers, Abutments, Posts and Struts Suspended floors, roofs, landings, balconies and access platform Sqm , % Sqm , % Sqm , % Page 46 of 77

53 Gasifier Crematorium S Description of Work Unit Qty. Rate Amount (Rs) Remarks Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg ,104, % Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) Cum ,104, % Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6coarse sand) : With F.P.S.(nonmodular) bricks Cum , % Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets sunken floor etc., up to floor five level, excluding the cost of centering shuttering and finishing : Page 47 of 77

54 S Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Cum % Providing and laying damp-proof course 50mm thick with cement concrete1:2:4 (1 cement: 2 coarse sand (zone-iii): 4 graded stone aggregate 20mm nominal size). Sqm , % mm internal cement plaster of mix : 1:6 (1 cement: 6 fine sand) Sqm , % mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) Sqm , % mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) Sqm % Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement mm cement plaster Sqm , % Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinning priming coat with cement primer Sqm , % Finishing walls with water proofing cement paint of required shade : Page 48 of 77

55 S Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks New work (Two or more coats 3.84 kg/10 Sqm) Sqm , % Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete mm thick with 20 mm nominal size stone aggregate Sqm , % cc 1:4:8, 06 mm thick Cum , % Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs,balconies, terraces etc. consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS and approved by Engineerin-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. Page 49 of 77

56 Gasifier Crematorium S. Description of Work Unit Qty. Rate Amount (Rs) Remarks (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conforming to IS : 2645 & approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge to required slope & treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer in-charge. (d) Finishing the surface with 20 mm thick joint-less cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. Page 50 of 77

57 S Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sqm , % Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete % Sqm % Kg % Page 51 of 77

58 S. Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks 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 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. Sqm , % Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Kg % Page 52 of 77

59 Gasifier Crematorium S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) nondecorative 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: Sqm , % Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows(area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick : Kiln seasoned and chemically treated hollock wood Sqm , % Page 53 of 77

60 S. Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks 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: part 1 and M.S. top cover of required thickness for rolling shutters x1.20 mm M.S. laths with 1.20 mm thick top cover Sqm , % Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution Sqm % Page 54 of 77

61 S. Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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 : W.C. pan with ISI marked white solid plastic seat and lid Each % Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Each % 31 P/F of Piller Cock long Body Each Page 55 of 77

62 Gasifier Crematorium S Description of Work Unit Qty. Rate Amount (Rs) Remarks Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement 3.3kg/Sqm including pointing the joints with white cement and matching pigment etc.., complete. Sqm , % Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement 3.3kg per Sqm,including pointing in white cement mixed with pigment of matching shade complete. Sqm % Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested Page 56 of 77

63 S Model Crematoria Designs Gasifier Crematorium Description of Work Unit Qty. Rate Amount (Rs) Remarks Up to 6 metres depth metre % Beyond 6 m and up to 12 m depth metre % Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. metre % Total 6,229, % Add Miscellaneous change if foundation, dewatering, structural, Seismic loading, Toilet items etc. 622, Net Total Amount 6,852, Rounding off 26, Grand Total INR 6,879, Page 57 of 77

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65 Electric Crematorium C) Electric Crematorium This type of crematorium is suitable for larger towns and cities where average daily cremations are higher. Electric is an environmental friendly system for cremation which does not consumes any wood for cremation. The design of this crematorium requires space for mechanical components like a double height furnace area, LT room, HT and TRF rooms and also comprises of certain facilities/amenities as listed below. Crematorium Components (For one Furnace only): Electric Furnace 1 Prayer Hall / Mourners waiting hall 1 Nos. Toilet block (separate) Boundary wall with gate Area: 190 to 250 Square meters for single furnace building with facilities. Estimated Cost: Lakhs Page 59 of 77