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Design Engineering Procurement And Construction Works Of Two Hybrid Electrical And Gas Crematorium And Redevelopment Of Existing Muktidhaams In Satna Madhya Pradesh, Satna-Madhya Pradesh

Smart City Development Limited has published Design Engineering Procurement And Construction Works Of Two Hybrid Electrical And Gas Crematorium And Redevelopment Of Existing Muktidhaams In Satna Madhya Pradesh. Submission Date for this Tender is 07-06-2021. Cremetorium Tenders in Satna Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

27796413
Corrigendum : Design Engineering Procurement And Construction Works Of Two Hybrid Electrical And Gas Crematorium And Redevelopment Of Existing Muktidhaams In Satna Madhya Pradesh
Open Tender
Indian
Madhya Pradesh
Satna
07-06-2021

Tender Details

Design Engineering Procurement And Construction Works Of Two Hybrid Electrical And Gas Crematorium And Redevelopment Of Existing Muktidhaams In Satna Madhya Pradesh

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-May-2021 Corrigendum01 Other 31-05-2021
2 31-May-2021 Corrigendum Date 07-06-2021

Key Value

Document Fees
INR 15000 /-
EMD
INR 422000.0 /-
Tender Value
INR 4.21 Crore /-

BOQ Items

Name of Work: Design, Engineering, Procurement & Construction works of Two Hybrid (Electrical & Gas) Crematorium & Redevelopment of existing Muktidhaams in Satna, Madhya Pradesh.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.All kinds of soil. 1 5 sqm
2 2 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to\n1.5 m, disposed soil to be levelled and neatly dressed.\nAll kinds of soil 2 1100 SqM
3 3 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\nAll kinds of soil 3 330 CuM
4 4 Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)\nTransportation rate of different other material in comparison with 20 mm metal. (i.e. @ Rs. 48.81 Per Cum)\nExcavated Earth 4 140 CuM
5 5 Filling by 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 upto 1.5 m. 5 120 Cum
6 6 Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete.\nMoorum/Hard copra 6 1240 Cum
7 7 Centering and shuttering including strutting, propping etc.and removal of form for :\nFoundations, footings, bases of columns, etc. For mass\nconcrete. 7 350 SqM
8 8 Centering and shuttering including strutting, propping etc.and removal of form for :\nSuspended floors, roofs, landings, balconies and access\nplatform. 8 600 SqM
9 9 Centering and shuttering including strutting, propping etc.and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and\ncantilevers. 9 280 SqM
10 10 Centering and shuttering including strutting, propping etc.and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts.. 10 108 SqM
11 11 Centering and shuttering including strutting, propping etc.and removal of form for :\nWalls (any thickness) including attached pilasters, butteresses,\nplinth and string courses etc 11 294 SqM
12 12 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of deshuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof. (Plan area to be measured)\nSuspended floors, roofs, landing, beams and balconies\n(Plan area to be measured) 12 450 SqM
13 13 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.\nCement concrete grade M-10 (Nominal Mix) with 20 mm\nmaximum size of stone aggregate 13 84 Cum
14 14 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 : Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. 14 114 Cum
15 15 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work 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. M-25 grade reinforced cement concrete by using410 kg. of cement per cum of concrete. All work up to floor 2 level 15 180 Cum
16 16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete.\nThermo-Mechanically Treated bars. 16 11500 Kg
17 17 Making plinth protection 50mm thick of Cement concrete grade M-10 (Nominal Mix with 20 mm maximum size of stone aggregate) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including\nfinishing the top smooth. 17 120 SqM
18 18 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of :\n(i) Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.\n(ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in ecommended proportions.\n(iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.\nUsing rough kota stone. 18 120 SqM
19 19 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in- charge :\nUsing rough kota stone. 19 80 SqM
20 20 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 100 average compressive strength in superstructure above plinth level up to floor 2 level including the cost of scaffolding :\nCement mortar 1:4 (1 cement : 4 coarse sand) 20 350 Cum
21 21 Supply and filling in plinth under floors including, watering, ramming consolidating and dressing complete\nCrusher stone dust 21 200 Cum
22 22 12 mm cement plaster of mix :\n1:4 (1 cement: 4 fine sand) 22 1940 SqM
23 23 15mm cement plaster on the rough side of single or half brick wall of mix :\n1:4 (1 cement: 4 fine sand) 23 1160 SqM
24 24 Providing and applying 1.5 mm thick (in two coat) white cement based wall putty of best quality, over plastered surface to prepare the surface even and smooth complete. 24 3100 SqM
25 25 New work (two or more coats) with a base coat of white washing with lime\nNew work (two or more coats) with a base coat of whiting 25 3100 SqM
26 26 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade\nNew work (two or more coats) over and including priming coat\nwith cement primer. 26 3100 SqM
27 27 Providing precast cement concrete Jali of cement concrete grade M- 15 (Nominal Mix with 20 mm maximum size of stone aggregate) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits.\n50 mm thick 27 102 SqM
28 28 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (6 to 7mm thick) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 28 1015 SqM
29 29 Graffiti painting on boundary wall / available areas as directed by EIC, with approved paint, color and design etc. all complete under instruction of Engineer-in-charge. 29 210 Sqm
30 30 Kota/cuddapah stone slab 30 mm thick flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar (1 cement : 4 course sand) 1 : 4 (minimum size of kota stone 0.25 sqm) 30 842 SqM
31 31 Providing and laying polished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.\nSize of Tile 60x60 cm x 10 mm 31 336 SqM
32 32 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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 5mm) 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\nC.C. kerb stone shall be approved by Engineer-in-charge). 32 20 CuM
33 33 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect and as per relevant clauses of section-400.\nfor grading-III Material 33 112 CuM
34 34 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade reflective type rubber modulded glossy colour paving block made by block making machine with strong vibratory compaction and of approved size and shape laid in required colour and pattern over and including 60mm thick compacted bed of stone dust filling the joints with sand etc. all complete as per the direction of Engineer in charge including locking edges wherever required wihing cement concrete M15 grade or cement mortor 1:3 with pigment of required shade to match the colour /shade of block including cost of labour, material , etc. all complete. 34 3500 SqM
35 35 Providing and fixing 16mm thick gang saw cut mirror\npolished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 8.2.8 Granite of any colour and shade,Area of slab over 0.50 sqm. \n\n 35 900 SqM
36 36 8.3 Extra for providing full edge moulding to 16mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer in- Charge.granite work\n 36 900 rm
37 37 8.6 Mirror polishing on marble work/Granite work/stone work whereever required to give high gloss finish complete. 37 892 SqM
38 38 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete M- 10 (Nominal Mix\nwith 20mm maximum size of stone aggregate) blocks 15x10x10 cm or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 38 128 Kg
39 39 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\nUsing M.S. angels 40x40x6 mm for diagonal braces. 39 36 SqM
40 40 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. Coir veneer board (conforming to IS : 14842-2000) 12 mm thick 40 20 SqM
41 41 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 100x60x2.50 mm 41 40 Each
42 42 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm 42 12 Each
43 43 Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete. 43 12 Each
44 44 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 250x20x6 mm 44 8 Each
45 45 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm 45 8 Each
46 46 Providing and fixing factory made UPVC door frame made of UPVC extruded section having an overall dimension as below (tolerance ±1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be mitred and welded of plastic, galvanized brackets and stainless steel screws. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge Extruded section profile size 42x50 mm. 46 70 Meter
47 47 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides.The styles and rails mitred and joined at the corners by means of\nM.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws.The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness.The lock rail made up of 'H' section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). 47 58 SqM
48 48 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.\nConcealed work including cutting chases and making good the walls etc.\n25 mm nominal outer dia .Pipes. 48 90 Meter
49 49 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.\nExternal work\n40 mm nominal outer dia .Pipes. 49 325 Meter
50 50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.\n15 mm nominal bore 50 14 Each
51 51 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931\n15 mm nominal bore 51 14 Each
52 52 Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS:specification.\n15 mm nominal bore 125 mm long foam flow 52 14 Each
53 53 Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification.\n100 mm dia. 53 14 Each
54 54 Providing and fixing C.P. brass soap container 109 mm wide,125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and make like Jaguor or equivalent conforming to IS:specification. 54 14 Nos
55 55 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete.\n110 mm diameter OD 55 280 Each
56 56 Providing and fixing square-mouth S.W. gully trap grade 'A'? complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 : With Modular Bricks class designation 40.\n150 x 100 mm size P type. 56 14 Each
57 57 Constructing brick masonry moudlar brick class designation 40 manhole in cement mortar 1:4 (1 cement : 4 sand ) R.C.C. top slab with Cement concrete grade M-20 (Nominal Mix with 20mm maximum size of stone aggregate), 20 cm thick foundation concrete grade M-7.5 (Nominal Mix with 40mm maximum size of stone aggregate) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete grade M-15 (Nominal Mix with 20mm maximum size of stone aggregate) as per standard design. The sizes of manhole and manhole covers as detailed below.\nManhole inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 57 7 Each
58 58 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete grade M-15 (Nominal Mix with 20mm maximum size of stone aggregate) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :\nFor pipes 250 to 300 mm diameter 58 14 Each
59 59 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 40 in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame (minimum weight of grating 75 kg) complete as per standard design :\nWith Modular bricks 59 14 Each
60 60 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.\n20 m long 60 7 Each
61 61 Providing and fixing water closet squatting pan (Indian type\nW.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 :\nWhite Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 61 7 Each
62 62 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required :\nW.C. pan with ISI marked white solid plastic seat and lid. 62 7 Each
63 63 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\nthe walls wherever require :\nWhite Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 63 14 Each
64 64 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.\nFlexible pipe\n32mm dia 64 14 Each
65 65 Providing and fixing plain bend of required degree.\n100 mm\nSand cast iron S&S as per IS – 1729 65 14 Each
66 66 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.\nWaste coupling 31mm of 79mm length and 62mm breadth\nweighing not less than 45gms. 66 14 Each
67 67 Trenching in ordinary soil up to a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 67 84 CuM
68 68 Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). 68 112 CuM
69 69 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 69 42 CuM
70 70 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment)\nScreened through sieve of I.S. designation 16mm 70 42 CuM
71 71 Mixing earth and sludge or manure in proportion specified or directed. 71 140 CuM
72 72 Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). 72 140 CuM
73 73 Grassing with „Doob? grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).\nIn rows 7.5 cm apart in either direction. 73 21 100 SqM
74 74 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1(8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 74 140 CuM
75 75 Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture mannuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of engineer in charge complete in all respect (B.C. Mixture paid separately). 75
76 75.1 Any of one from Plameriya alba, fycus Benjameena, Malkikeya champa, Begnonia plumaric pudoca Plants (1.80mtrs to 2.10mtrs height. 76 70 each
77 75.2 Any of one from Lantana VAR Red, Lantana Blue White, Hemelia Mini, Lantana varicated, Ticoma Redicens, Spi Oala, Golden Dunanta.(height 0.3 m to 0.45 m) 77 1400 each
78 75.3 Any of one from Hibiscus Vice Rai, Gul Phinia, Bamboo Varicated, Chandani Vericated, Hamilia Pattern, Bouganvellia, Canna Red/Yellow, Taqwamonasia. (height 0.3 m to 0.45 m) 78 1400 each
79 75.4 Any of one from Spathodia, Silver Oak, Thuja, Golden Bottle Brush, Exora Red. (height 0.45 m to 0.60 m) 79 700 each
80 75.5 Any of one from Climetics, Venentora. (height 0.3 m to 0.45 m) 80 700 each
81 75.6 Foxtail Palm (1.80mtrs to 2.10mtrs height.) 81 70 each
82 75.7 Cycus (1.80mtrs to 2.10mtrs height.) 82 70 each
83 75.8 Ficus Varicated (1.80mtrs to 2.10mtrs height.) 83 70 each
84 76 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : 84
85 76.1 Holes 1.2 m dia and 1.2 m deep. 85 70 each
86 76.2 Holes 60 cm dia, and 60 cm deep. 86 70 each
87 76.3 Holes 45 cm dia, and 45 cm deep. 87 70 each
88 77 Supplying & Stacking of Selection No.1 Grass at site (AMERICAN BLUE grass)fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge 88 700 SqM
89 78 Supply & installation of precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- incharge) 0.50 mm ±5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 meter or as desired by Engineerin- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 89 1240 Sqm
90 79 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 90 5600 Kg
91 80 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer.\n 91 5600 Kg
92 81 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture 92 900 SqM
93 82 "B" Monoblock type pumping sets\n(a) 2 H.P. 93 4 Each
94 83 Providing and placing on at all floor levels high design HDPE (polyethylene) water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 94 9000 Ltr
95 84 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/e fixing the railing with necessary accessories and stainless steel dash fastners, 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, fastners etc.) 95 440 Kg
96 85 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.(1:4:8 or leaner mix) 96 70 CUM
97 86 Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade-304) Jindal or equivalent. Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall beam surface at any height with necessary nut and bolts/fasterner wherever is required complete as per direction of Engineer-in-charge. 97 3500 Per letter per cm hight
98 87 Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) 98
99 87.1 b) By Mixing Plant : i) For 53 mm maximum size 99 210 CuM
100 88 Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table of MORTH Specifications 600-1, cement content not to be less than 200 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section-603. 100 210 Cum
101 89 Drilling of perfectly vertical bore hole of a diameter suitable to receive 200mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 200mm nominal diameter M,S./G.I./U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc. complete. 101
102 89.1 in all types of collapsible strata consisting of soils,clays, sand, moorum, gravel, boulders etc.17.6.2 in all types of rocks. 102 420 mtr
103 90 I.S.I. marked UPVC casing pipe confirming to IS 4985/1988 (with up-to-date amendments)CM casing pipes 200mm dia (Sor 17.26.8) 103
104 90.1 CM casing pipes 200mm dia 104 280 mtr
105 91 Supplying & Installation of required capacity of single phase, 50 Hz,220V, deep well submersible pump Stainless Steel body, as per IS of approved Make, suitable for 4"/6 " tube well with Control Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding Pipe, SS/Nylon wire rope and connection cable.\n1.5 H.P. with 18 to 20 stages, Head Mt 130-41, Discharge LPM 10-45. 105 7 Each
106 92 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 106
107 92.1 4.0 Sq.mm multi strand 107 1050 Rm
108 93 Supplying and laying of approved Make HDPE pipe as per IS : 4984 and IS : 14333 with latest amendment for installation of submersible pump with necessary connection, socket/couplings, Tees,etc. as required (PE-63 & working Pressure 10 kgf/sq cm)7 108
109 93.1 25 mm Outer Dia. 109 630 rm
110 94 39.5 Supplying and laying of approved Make Nylon rope 12 mm thick complete with binding for support of pump and motor. 110 630 rm
111 95 Providing and fixing GI chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 4mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge with labour with gate 111 128 Sqm
112 96 Supplying and installing of Dry chemical powder ---- capacity Fire Extinguishers for multipurpose ( DG , Electrical Panel ) 112 22 rm
113 97 Supplying of Four Bucket stands along with Buckets. 113 14 rm
114 98 Supplying of HAND GLOVES. 114 28 rm
115 99 Supplying of First Aid BOX. 115 7 rm
116 100 Supplying of Safety MASK. 116 14 rm
117 101 Supplying of First Aid Chart with Lamination. 117 7 rm
118 102 100KVA, 11/0.4 KV, 3 Phase, 50 cycle oil immersed, naturally cooled, out door type Transformer connected delta on H.T. side and star on L.T. side hand operated off load, Tap changer switch, above 100 KVA rating and diagram plate, two earthing terminal, lifting luga, oil level guage, drain valve with plug, temperature not exceeding 50 deg,C on load, oil conservatior with drain plug, oil filling hole with plug dehydrating silica gel breather, four unidirectional roller, arcing horns, explosion vent, terminal arrangement bushing on H.V. side and cable box on LV side, first filling of oil upto desired level and transformer installing on existing structure with all required materials arrangements\nas required as per IS specification. 118 2 Nos
119 103 RSJ 150X100, 9 Mtr. long 119 4 No
120 104 MS Channel 100x50x6 mm 120 12 Set.
121 105 M.S.Channel 75x40x6 mm 121 12 Set.
122 106 MS angle 50x50x6 mm 122 12 Set.
123 107 M.S.Flat 50 x 6 mm 123 12 Set.
124 108 11 kV Pin Insulators with G.I. Pins 124 2 Set.
125 109 Strain Hardware for Dog0.1 or Equ.AAAC. 125 6 No.
126 110 L.T. Dist. Boxe with TPN isolator 200 Amp on incomings, bus bar and 6 S.P. MCCB of 60A on\noutgoing side for 100KVA Transformer. 126 2 Set.
127 111 L.As. 11 KV (Gapless type) with disconector ( set of\n3 Nos) 127 6 No
128 112 H.T.Stay Set with 19mm dia., 1.8 Mtr long stay rod, anchor plate of size 300mm X 300mmx 6.4mm thimble stay clamps, bow tightenner. 7/3.15 dia\nG.I. stay wire and strain insulator etc. in cement concrete 1:3:6 foundation including excavation\nand refilling etc. as required. 128 8 No
129 113 G.I.Stay Wire 7/4mm(7/8 SWG) 129 50 kg.
130 114 Earthing Sets H.T,Providing and fixing earthing arrangement with copper earth plate 600mmX600mmX3mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I, watering pipe 20mm dai, 2,7 Mtr\nlong etc. 130 6 No.
131 115 Providing and fixing earthing arrangement with 38.1mm dia, 2,5vMtr long galvanized iron pipe electrode including packing of charcoal power and salt as per specification watering pipe 19mm dia G.I, connection etc. complete with refilling the pit as required, but excluding the excavation of earth\npit. 131 12 No
132 116 11KV D.O./ H.G.Fuse assembly with brass part contact for 11/0.4 KV DP Structure set of 3 with fuse with barrel with required fuse element & other material as per specification on existing D.P.\nstructure as required ( set of 3 Nos) 132 2 Set.
133 117 11KV A.B. isolating switch assembly set gang operated suitable for 11/0.4KV, DP structure with brass part contacts, operating rod with required\nG.I. pipe, handle locking arragement on On-Off position conforming to IS comploete with required material and installing on existing structure to\ncomplete the job as required as per specification 133 2 No.
134 118 Danger Board in yard. Small size 134 4 No.
135 119 G.I.Wire 8 SWG/ 6 SWG 135 50 Kg.
136 120 G.I.Barbed Wire `A' type. 136 0.5 Km
137 121 Concreting ration 1:3:6 137 4 CMT.
138 122 Painting/Hardware & support with numbering of\npole 138 2 L.S.
139 123 DTC Metring with Box, single core L.T. XLPE cable (35 sq.mm., 120 mtr length) and other allied\nmaterial. 139 2 No.
140 124 Sundries 140 2 L.S.
141 125 11 KV Cables: 11k V , 3 Core, 400 Sqmm XLPE UG Cable Using Conventional Laying with Excavation in Soil, Straight Through Jointing Kits HS Type, Cable Termination Kit\ Outdoor /Indoor HS Type, Cable Covering Tiles 250x125x40 mm or 125x125x40 mm, Sand, RCC Hume Pipe, 2000 mm Long, 150mm Dia., Collars for RCC Hume Pipe, GI Pipe, 150 mm Dia for drain crossing, cable raising with Route and Joint indicating stones etc., per relevant IS standard required to complete the work. 141 400 Rmt
142 126 Distribution Board : Design as per SLD Providing and fixing angle iron frame Lighting/ Power Distribution Boards Flush mounting/ Concealed Type, Double Door type as per of approved make MCBDB and comprising with IP 42, Powder Coated Double Door Type Distribution Board. 12 Way phase sagregated TPN DB with 63 A TP MCB as incomer, 63 A DP RCCB 100 mA rating as sub\nincomer & out going 6/10/16 A SP MCB 142 1 No
143 127 Lightning and surge voltage protection: Supply of all earthing/Lightning arrestors equipments as per relevant IS standard and applicable IE rules to complete the work. As required as per design. 143 1 No
144 128 Fire protection system/ Safety Equipment: Supply and fixing of CO2 based fire fighting equipments of reputed make, ISI marked as per the actual site\nrequirement. 144 4 No
145 129 Providing and erecting hot dipped galvanized octagonal poles in single section made from 3mm thick sheet having lockable weather proof flush door junction box complete erected in an approved manner on provided foundation. Suitable size & type of foundation bolts 4 nos. 'J' type (EN8 grade) 9 mtrs. Height, 155 X 70mm A/F, 260x260x16mm base \nplate, 4 nos. X 24 x 750mm bolt 145 78 Each
146 130 Providing and fixing of sword canopy type single arm GI \nbracket upto 2 Mtr. Long for 70mm A/F top octagonal pole 146 78 Each
147 131 Supply of XLPE Insulated power cable (conforming IS- 7098 ) 1100 Volt grade/Heavy duty power cable conforming to IS 1554-1100 Volts grade , 2 core /3½ core/4 coreISI MARKED with Alu. Stranded /solid conductor, ARMOURED 2 Core 147
148 131.1 16 Sq.mm.(XLPE) 148 3000 mtr
149 132 Supply and providing of 90W LED Street Light Luminaries made of Graphite grey powder coated\npressure die-cast aluminium housing with heat resistant toughened clear glass fixed with SS screws\nalongwith High Lumen Efficacy >124Lm/W with Glass Optical Cover (Glass / Moulded Lens), Correlated\nColor Temperature should be 5700K, Color Rendering Index should be > 70. Luminaries Optics should\nbe suitable for City Roads only.\nPower Factor should be = 0.95, THD <10%, Built-in Surge protection- 4KV, External Surge Protection10KV, Ingress protection (IP)-66, Impact Resistance (IK)-07, Dimmable Type-Potted Driver.\nWeatherproof gaskets provided for LEDs and control gear compartments to ensure IP66 protection.\nLEDs should be provided with non-yellowing modular secondary lens optics with high impact resistance\n(IK 07), The driver should be used is specially designed to have built-in surge voltage, open/short circuit\nprotections. Top opening driver compartment required for easy maintenance. Separate Optic & driver\nCompartment required in Luminaries. Maintenance of lumen output- L70 @50000 hrs. Operating\nTemperature Range--10°C to 45°C. Input Voltage-140 to 270V AC, Input Frequency-50 Hz. Luminaire\nNet Wt & Case Lot-2.5kg. Approx./ 1 Nos In house NABL Accredit Laboratory should be available with\nmanufacturere so that sample can be inspected at their laboratory before despatch. Only Made and\nmake in India luminaries acceptable to follow the norms of Govt of India. Brand name should be\npermanently casted on fitting.\nSticker and imbosing not acceptable. Fitting Manufacturer should have the supply experience of at least\n1000Nos\n90W LED Luminaries in city roads. Make:- Bajaj/Philips/Wipro/Lighting Technology 149 78 Nos
150 133 Point Wiring in surface rigid P.V.C. conduit system with Modular Point wiring including metallic switch box, sheet, switches, sockets, lamp holders/ceiling roses etc with 1.5 Sq. mm. PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C. conduit (MMS) ISI Marked of suitable size and 1.5 Sq. mm. PVC insulated copper earth continuity conductor of green colour inside conduit including painting etc. as required as per specification for :-\nLight Point/Fan Points. 150
151 133.1 Short point 151 26 Each
152 133.2 Medium point 152 78 Each
153 134 Point Wiring in surface rigid P.V.C. conduit system with Modular Point wiring including metallic switch box, sheet, switches, sockets, lamp holders/ceiling roses etc with 1.5 Sq. mm. PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C. conduit (MMS) ISI Marked of suitable size and 1.5 Sq. mm. PVC insulated copper earth continuity conductor of green colour inside conduit including painting etc. as required as per specification for :-\n3 Pin 6 Amp socket outlet on Separate Board 153
154 134.1 Medium point 154 52 Each
155 134.2 Long point 155 13 Each
156 135 Point wiring including metallic switch box, sheet, switches, sockets for 3 pin 6 Amp. Socket outlet point with 1.5 Sq. mm. PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C. conduit (MMS) ISI marked of suitable size and 1.5 Sq. mm. PVC insulated copper earth continuity conductor of green colour inside conduit with required materials as per specification on same board . 156 26 Each
157 136 Circuit Wiring\nWiring for circuit wiring with PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C. conduit (MMS) of ISI marked suitable size including painting etc. as required as per specification 157
158 136.1 2x2.5 Sq.mm. 158 260 Meter
159 136.2 4x2.5 Sq.mm. 159 130 Meter
160 136.3 8x2.5 Sq.mm. 160 260 Meter
161 137 POWER WIRING IN SURFACE RIGID P.V.C.CONDUIT (HEAVY DUTY) SYSTEM WITH MODULAR ACCESSORIES\nPoint wiring including metallic switch box, sheet, for 3 Pin 16 Amp. Socket Outlet Point With 4 Sq. mm. PVC insulated cable FR with copper multi strand conductor ISI marked in Surface rigid P.V.C.Conduit (MMS) ISI Marked of suitable size including painting etc. with 16 Amp.\nF.T. Switch & Socket / S.S.Combined 16 Amp. of ISI Marked and 4 Sq. mm. PVC insulated copper earth continuity conductor of green colour inside conduit as per specification for :-\nOn Separate Board 161
162 137.1 Medium Point 162 13 Each
163 137.2 Long Point 163 13 Each
164 138 MODULAR SWITCH BOXES\nSupplying and fixing of approved make modular type metal box with modular frame/ base plate and cover plate including fixing in concealed / surface excluding switch,socket etc. as required for:- 164
165 138.1 4 Module 165 26 Each
166 139 Wiring for sub-mains with PVC insulated cable FR with copper multi strand conductor ISI marked in surface rigid steel ISI marked conduit of suitable size(conduit included) including connection painting etc ,as required as per specification\n4 WIRE SUB MAIN 166
167 139.1 6.0 sq mm cable in 25 mm conduit 167 260 Mtr
168 140 Supplying of ISI Marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle , 10 kA Value AC supply confirming to IS : 8828 : 1996, IEC\n: 60898\n:2002 but without enclosures :-\nSINGLE POLE (SP)\n6 Amp to 32 Amp Rating 168 13 Each
169 141 Supplying of ISI Marked and accepted standard of Miniature Circuit Breaker (MCB) of 'C' series suitable for 240/415 Volts, 50 Cycle , 10 kA Value AC supply confirming to IS : 8828 : 1996, IEC\n: 60898\n:2002 but without enclosures :-\nFOR TRIPLE POLE (TP)\nFor 40 Amps. Rating only. 169 13 Each
170 142 Supplying of ISI Marked and approved make of Moulded Case Circuit Breaker (MCCB) suitable for 3 phase,3 pole, 50 Hz, 415 Volts, AC supply with respective interrupting capacity (KA) at 415 Volts cited against their range standard conforming to IS - 8828\nMCCB with Breaking Capacity 25 KA at 415 V\nCurrent Rating -25 to100 Amps & 70% -100% adjustable 170 13 Each
171 143 Fixing of MCB /MCCB/ Isolator\nFixing of MCB /MCCB Isolator TP /TPN/FP in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete. 171 26 Each
172 144 Suppling and fixing of approved make step type Modular electronic, Fan regulator single/double module including connection etc. as required on existing board\nupto 120 watt 172 26 Each
173 145 Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete as required confirming to\nIS :374/1979 with upto date ammendments.\nCeiling Fan (Energy Saver 50 W)-1200 mm Sweep 173 26 Each
174 146 Supplying, erection and testing of approved make 'Fresh Air Fan' AC 230- 250 volts with connection and including frame bolt/Anchor hole fasteners etc. compelte finished and as required.\n300mm sweep 174 26 Each
175 147 Supplying, erecting and testing of approved make Exhaust Fan heavy duty with mounting frame, blades AC 230-250 complete connection and including, frame bolt/ Anchor hole fastners etc. complete finished and as required.\n380mm sweep 900 RPM 175 30 Each
176 148 Supplying, fixing and testing of approved make fluorescent tube fitting 36/40 watt , rust resistant, stove enamelled paint, box type channel with cover, complete with electronic ballast (HF) complete duly wired (without tube rod) as per specification & fixing as below:\nI) Fixing on wall/Ceiling on wooden round block with 'J' hook / Anchor hole fastners/hollow bow with rod fixed in Ceiling and other necessary materials\nincluding connections etc. and as required. 176 16 Each
177 149 Supplying,Fixing and Testing of Compact Flourescent Lamp (CFL) with inbuilt electronic ballast ISI marked of approved make as required as per specification 177
178 149.1 30 Watt 178 30 Each
179 150 Supplying and fixing PVC conduit ISI marked along with the accessories on surface etc. as required 179
180 150.1 PVC . Conduit 20 mm (MMS) 180 40 Meter
181 150.2 PVC . Conduit 25 mm (MMS) 181 430 Meter
182 150.3 PVC . Conduit 32 mm (MMS) 182 100 Meter
183 151 Providing & Installation & Commissioning of Electric Crematorium furnace with Hydraulic motorized Body Charging Trolley , Control Panel & All works as per enclosed technical Details Type- Electrical Furnace burning rating-upto 90 Kgs per hour Overall dimension of furnace-3.75M (L) x 2M (W) x\n3.10 M (H) Appx. Cremation chamber size-2.40 M (L) x 0.95M(W) x 1.10 M (H) Appx. Furnace structural-ISMC-75\nM.S. Channel framework covered with 2mm thick MS Decorative sheets. Heating Chamber-Dually insulated with Alkali Resistant High Density Refractory Bricks/Blocks and Horizontal Heaters Kanthal Make with Coil Holding bricks for easy maintenance Furnace charging door- M.S. fabricated internally insulated with ceramic wool & provided with mechanically operating system.. Refractory bricks & suction duct Insulation-Alkali Resistant High Density Refractory & Superior High Temperature & High Alumina Insulation bricks- Conforming to IS-2042A & superior Combustion air blower- Appx. 600 CFM centrifugal type provided with air flow control damper. Exhaust air blower-Appx. 1200 CFM centrifugal type made out of 304 SS materials. Ash collection system-This is provided at rear and the front of the furnace provided with rack, ash collection tray, etc. Heating Element-The total heating load of furnace is divided into two groups heating elements are mounted on furnace horizontally and protected by Coil holding bricks made with 90% Alumina. Heating element should be spring type made out of best quality 8 SWG Kanthal Make(4.5 KW x 6 Nos 27 KW x 2 groups ) Ni- Cr 80:20 wire. 4.5 KW each for primary chamber to be working in supply voltage of 240V, 50Hz made from 80/20 Nickle-chrome wire of 8 SWG with welded S.S, studs at ends. Temperaure Range 650 to 850 Degrees Celcius and 1050 Deg Celcius Max. Permissible. The coils should be inserted into the groove of specially designed fire bricks. End with S.S studs. make of suitable size placed on Insulated elements embedded in furnace to be grouped in a manner to operate it through contractor at starting position & running position as required including testing and commissioning. The furnace control panel will be floor mounted, self-supporting indoor type, dust and vermin proof, fabrication from sheet metal work of 2.5 thick MS Sheet with hinged cover with locking arrangement. The top, bottom and the rear door (where the instrument will be mounted) will be made of\n3.15 MM thick MS Sheet. The Panel will be Powder Coated and dimensions are. 4 X 8 X 2.5 Feet (L X H X D) 183 2 Set.
184 152 Wet scrubber unit with water pump & SS304 Spray Nozzles, MOC SS304 Water scrubber-This shall be provided to control air pollution emission. The water scrubber shall be fabricated out of 3mm thick AISI 304 SS plate & provided with specially designed spray nozzles, mist eliminator, dampers etc. This is coupled with AISI 304 SS suction blower for efficient scrubbing of flue gases. The scrubbers are available in vertical or horizontal or as per site conditions. The inlet water connection & drain connection, etc. complete and connection to M.S. Chimney by means of 304 SS duct. 184 2 Set.
185 153 Supply, Installation & commissioning of M S Self supported chimney M.S. Chimney-Chimney offered is self-supporting made out of suitable M.S. plates provided with ladder, platform for air pollution monitoring purpose. The chimney size shall be 355mm dia at top, 700mm dia at bottom with height up to 30.5M with necessary EN-8 foundation bolts.\nThe chimney tope shall be provided with SS canopy, copper lighting arrestor with G.I. earthing strip & earth pit. The chimney shall be internally painted with two layers of heat resistant aluminum paint, chimney shall be conforming IS. Other works-Required civil housing, foundation, electric power, water, drain, etc. for the furnace 185 2 Set.
186 154 Supply and Installation of A gas burner in the primary and secondary chamber along with fresh air blower motor of\n0.75 hp 186 4 Nos
187 155 Supply and installation of Gas Bottle Manifold 20 nos. Non Return Valves, ball Valves, PRV, Gas filter, Pressure Gauges, Cylnder regulators with hose pipe, Main On/off valve, interconnecting Pipe Line (Flange Fitted) etc. 187 2 Set.
188 156 Gas Line Connection from manifold to Burners including pressure guage on the connection line 188 106 Feet
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