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Request For Proposal For Selection Of Agency For Redevelopment Of Khel Parisar Ground With Hockey Field , Athletic Track And Other Outdoor Sports With Specialised Work , As Per Sport Standards Under Smart Cities Mission, SAGAR-Madhya Pradesh

Smart City Development Limited has published Request For Proposal For Selection Of Agency For Redevelopment Of Khel Parisar Ground With Hockey Field , Athletic Track And Other Outdoor Sports With Specialised Work , As Per Sport Standards Under Smart Cities Mission. Submission Date for this Tender is 11-01-2021. Civil Work Tenders in SAGAR Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

26018748
Corrigendum : Request For Proposal For Selection Of Agency For Redevelopment Of Khel Parisar Ground With Hockey Field , Athletic Track And Other Outdoor Sports With Specialised Work , As Per Sport Standards Under Smart Cities Mission
Open Tender
Indian
Madhya Pradesh
SAGAR
11-01-2021

Tender Details

Request For Proposal For Selection Of Agency For Redevelopment Of Khel Parisar Ground With Hockey Field , Athletic Track And Other Outdoor Sports With Specialised Work , As Per Sport Standards Under Smart Cities Mission

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 11-Dec-2020 Corrigendum No 01 Date 19-12-2020
2 16-Dec-2020 Corrigendum for EMD Fee 19-12-2020
3 17-Dec-2020 Corrigendum No 02 Date 26-12-2020
4 25-Dec-2020 Corrigendum No 03 Date 11-01-2021

Key Value

Document Fees
INR 20000 /-
EMD
INR 490000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:Request for Proposal For Selection of Agency for Redevelopment of Khel Parisar Ground with Hockey Field, Athletic Track and Other Outdoor sports with Specialised work, as per Sport Standards under Smart Cities Mission
Sl. No. Item Description Item Code / Make Quantity Units
1 0 Civil Work
2 1.01 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. item1 40 Cum
3 1.02 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. item2 20 Cum
4 1.03 Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete.\nMoorum/Hard copra item3 70 Cum
5 1.04 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 maximum size of stone aggregate item4 165 Cum
6 1.05 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 using 410 kg. of cement per cum of concrete. All work up to floor 2 level. item5 60 Cum
7 1.06 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. (Grade 550/600) item6 23800 Kg
8 1.07 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 finishing the top smooth. item7 40 Sqm
9 1.08 Centering and shuttering including strutting, propping etc.and removal of form for : Foundations, footings, bases of columns, etc. For mass concrete. item8 195 Sqm
10 1.09 Centering and shuttering including strutting, propping etc.and removal of form for : Suspended floors, roofs, landings, balconies and access platform. item9 70 Sqm
11 1.1 Centering and shuttering including strutting, propping etc.and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. item10 110 Sqm
12 1.11 Centering and shuttering including strutting, propping etc.and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. item11 90 Sqm
13 1.12 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound (Dr. Fixit or Equivallent) consisting of applying:\n(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.\n(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.\n(c) third layer of 1.5 mm thickness consisting of slurry of cement @\n1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around.\n(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured. item12 80 Sqm
14 1.13 Providing and laying autoclaved aerated concrete (AAC) masonary blocks (Size in mm length 400,500,600 Height 200,250,300 width 100,150,200,250) confirming to IS 2185 PART 3 , having compressive strength not less than 3MPa (Grade II), and the block is jointed with ready mix build fast and eco friendly wet mix pre-polymerized/polymer modified adhesive (make such as Kerakoll, Ultratech, Mageicrete, Fairmate, Ball Endura, Letecrete or equivalent) having minimum compressive strength and minimum splitting tensile strength of not less than 5MPa and 0.34 MPa respectively as per ASTM international and ensuring long lasting thermal insulation according to European norms (EN13501-2) suitable for highh performance of external & internal concrete masonary units in superstructure including striking joints, racking out joints faces and scaffolding and all labour etc. complete, the surface of masonary units (AAC- Block) should be slightly wet prior to application of jointing mortar and there is no need to post cure the wall with water. item13 40 CuM
15 1.14 12 mm cement plaster of mix\n1:4 (1 cement: 4 fine sand) item14 260 Sqm
16 1.15 6 mm cement plaster of mix :\n1:3 (1 cement: 3 fine sand) item15 60 Sqm
17 1.16 15mm cement plaster on the rough side of single or half brick wall of mix :\n1:4 (1 cement: 4 fine sand) item16 75 SqM
18 1.17 Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square meter, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). item17 90 Sqm
19 1.18 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. item18 45 1 Kg Water Proofing\nmaterial per bag\n(50Kg)\n
20 1.19 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. item19 260 Sqm
21 1.2 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications \nTwo or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr/10 sqm. item20 120 Sqm
22 1.21 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade\nNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). item21 80 Sqm
23 1.22 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work item22 20 Sqm
24 1.23 Providing and fixing Ist quality ceramic glazed wall tiles (300mmx600mm) 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. item23 190 Sqm
25 1.24 Providing and laying Antiskid endura floor tiles (300mmx300mm), 12 mm thickness 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 sand ) including grouting the joints with white cement with matching pigments etc. Complete. item24 80 Sqm
26 1.25 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cement mortar 1:4 (1Cement : 4 Sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.\nBlack - Area of slab more than 0.50 sqm item25 25 Sqm
27 1.26 Providing and fixing 16mm thick gang saw cut mirror polished 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.\nGranite of Black colour - Area of slab over 0.50 sqm. item26 10 Sqm
28 1.27 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.\nGranite work. item27 20 Meter
29 1.28 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. item28 10 Meter
30 1.29 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :\nOther then teak wood item29 8 CuM
31 1.3 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters using following hinges.\n35 mm thick including ISI marked Stainless Steel butt hinges with\nnecessary screws. item30 8 Sqm
32 1.31 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\nExtruded section profile size 42x50 mm. item31 35 Meter
33 1.32 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 M.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). item32 15 Sqm
34 1.33 Providing and fixing bright finished brass door latch with necessary screws etc. complete :\n250x16x5 mm item33 10 Each
35 1.34 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). item34 10 Each
36 1.35 Providing and fixing bright finished brass tower bolts (barrel type)\nwith necessary screws etc. complete :\n200x10 mm item35 15 Each
37 1.36 Providing and fixing PTMT Butt hinges with necessary screws etc. complete.\n100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms\n item36 15 Units
38 1.37 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :\nRectangular shape 1500x450 mm item37 10 Units
39 1.38 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge (Cost of aluminium snap beading shall be paid in basic item):\nWith float glass panes of 8 mm thickness item38 8 Sqm
40 1.39 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 Wash basin size 630x450 mm with a single\n15 mm C.P. brass pillar tap. item39 6 Units
41 1.4 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.\nSemi rigid pipe\n40mm dia item40 6 Units
42 1.41 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white\nP.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\n item41 5 Units
43 1.42 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, 40 mm 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. item42 6 Units
44 1.43 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :\nRange of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. item43 2 Units
45 1.44 Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. item44 4 Units
46 1.45 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour.weighing not less than 105 gms. item45 3 Units
47 1.46 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.\n180 x 150 mm size P type. item46 3 Units
48 1.47 Incinerator for Girls-Toilet\nConstruction of Manualy operated fire based incinerator for girls-toilet i.e.\n(i) Fire and ash collection chamber 0.60 m X 0.60 m , made of calcium silicate bricks, having 12 mm dia steel bars grating @ 10 cm c/c, i/c MS mesh welded on top including 300mm X 450 mm MS openable door of half grill and half MS plate (3mm Thick)\n(ii) 0.80 m X 0.80 m incinerator chamber made of calcium silicate bricks with R.C.C. top having opening of size 0.40 m X 0.40 m, for stacking of sanitary napkins.\n(iii) 0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.\n(iv) 150 mm dia Class 'C' heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.\n(v) Opening in wall having MS flap (1.6 mm thick) of size 0.25X0.25 m, finished with granite.\netc complete as per standard drawing no. 5313-B-NB4-9919-R1 Dated 21.02.2017\nFor Ground Floor Building item47 1 Units
49 1.48 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):\n20 mm nominal bore item48 1 Units
50 1.49 Providing and placing on at all floor levels high design HDPE (polyethylene) water storage tank (3 layer) 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. item49 4000 Litre
51 1.5 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. Concealed work including cutting chases and making good the walls etc.\n15 mm nominal outer dia .Pipes. item50 40 Meter
52 1.51 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. Concealed work including cutting chases and making good the walls etc.\n25 mm nominal outer dia Pipes. item51 20 Meter
53 1.52 Providing laying and jointing following P.V.C. pipes with solvent cement joint for 6,8 and 10 kg/sqcm pressures including testing of joints, cost of jointing material etc. complete in all respect. ( Conform to IS 4985:2000 and IS 7634 (PT-3)\n110 mm dia (6 Kg/cm2) item52 25 RMT
54 1.53 Manufacturing, providing and supplying spirally welded/ERW/SAW/ fabricated M.S. Pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "V" edge on both ends of pipes including all taxes (Central and local), railway freight, insurance unloading from railway wagon, loading in to truck, transport to stores / site unloading, stacking etc, complete as per IS 3589 and IS 5504 as applicable as per specification (No negative tolerance in thickness in permissible) item53 25 Kg
55 1.54 Providing and fixing uplasticised PVC connection pipe with brass unions\n30 cm length\n15 mm nominal bore item54 15 Units
56 1.55 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931\n15 mm nominal bore. item55 6 Units
57 1.56 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). item56 2 Units
58 1.57 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 item57 8 Units
59 1.58 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :\n100 mm diameter item58 3 Units
60 1.59 Providig and Fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped gavanized steel sections (galvanized @ 120 grams/ sqm both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm ade from 0,30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long sapced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fastners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-Sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-In-Charge.\n8 mm thick fully perforated calcium silicate board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable cryslalline structure with minimum compressive strength 225 kg/sq cm, bending strength 100 kg/sq cm, of size 595x595 mm, having perforation of dia 10 mm with minimum perforated area 18% with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg/cum backing. item59 25 Units
61 1.6 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.\n(For Drain Cover by Grating) item60 2500 Kg
62 1.61 Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. item61 1000 Sqm
63 1.62 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- II Material item62 200 Cum
64 1.63 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including painting of vertical post as per specification.\n80 cm x 60 cm rectangular item63 5 Units
65 1.64 Porviding,erecting, testing and commissioning solar street light system on 80 mm heavy duty galvanised iron pipe 6 meter height with 30cm x 30cm x 2mm base plate installed own cement concrete padestal casing complete with solar panel, solar battery with charger,other accessories with control panel in weather proof pole box,solar fitting LED type or CFL type 18 watt to 20 watt (set of 2 nos.) item64 10 Units
66 1.65 Brick work with modular bricks of class designation 40 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand). item65 250 Cum
67 1.66 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 in Soil\nupto 3 m depth item66 140 Cum
68 1.67 Providing and laying Plain/Reinforced cement concrete (mixed in concrete mixture) in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.\nPCC Grade M15 with 40 mm maximum size of aggregate item67 3325 Cum
69 1.68 Centering and shuttering including strutting, propping etc.and removal\nof form for :\nWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc item68 180 Sqm
70 1.69 Reinforced cement concrete work in walls (any thickness),\nincluding attached pilasters, buttresses, plinth and string courses,\nfillets, columns, pillars, piers, abutments, posts and struts etc. up to\nfloor two level excluding cost of centering, shuttering, finishing and\nreinforcement\nCement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate item69 4500 Cum
71 1.7 Underground RCC Water Tank item70 100000 Per Liter
72 1.71 Providing and supplying of single phase Tullu Pump of 0.5 HP item71 3 Units
73 1.72 Sanitary Pad Vending Machine item72 1 Units
74 1.73 Dust Bin (Large) item73 5 Units
75 1.74 Dust Bin (Small) item74 10 Units
76 1.75 Hand Dryer Conformity to IS: 302-2-30: 2007 latest item75 2 Units
77 1.76 Precast Drain 300x450 (Including All) item76 800 RMT
78 2 Electrical Work
79 2.01 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. \n item77 40 Units
80 2.02 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.\na) 3CX4Sq,mm ( 2 X 4 sq. mm + 1 X 4 sq. mm earth wire)\n item78 800 Metre
81 2.03 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.\na) 4 X 16 sq. mm + 2 X 6 sq. mm earth wire\n item79 100 Metre
82 2.04 Supplying of approved make TPN MCB DB Metal Double Door with provision for FP MCB/Isolator/RCCB/RCBO as incomer and SP MCBs as outgoing inclusive of Busbar, Neutral bar, Earth bar & two earth terminals etc. complete as per IS:13032( exclusive of MCB &\nisolator ):\n6 way (4+18) item80 2 Units
83 2.05 Supplying and installing of RCBOs (Residual current circuit breaker with overload and short circuit protection) ISI marked complete as per I.S. standard confirming to IEC:61009-2-1 & IS:12640- 2:2001,240/415V 50 Hz with 10 kA short circuit withstand capacity for earth leakage, overload & short circuit protection including connection in existing enclosure in approved manner as per specification.\nDP(4 module)\n2 pole 63 Amps, 30 mA sensitivity item81 2 Units
84 2.06 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: 60898\n:2002 but without enclosures :-\na) Single pole (SP)\n6 Amp to 32 Amp Rating\n item82 30 Units
85 2.07 ELECTRICAL PANEL-1 (Light & Power): \nINCOMING :\n800 Amp 4P (35KA) moulded case circuit breaker with operating handle - 1 Nos\nMETERING :\n0-500V Digital Voltmeter with selector switch and MCBs - 1 Set\n0-800A Digital Ammeter with CTs of ratio 800/5A Class 1 Accuracy and 15VA burden and selector switch - 1 Set\nLED Phase indication lamps with individuals MCBs and control with toggle swithes - 1 Set\nBUSBAR:\n1000 Amp. FP Al. Busbar.\nOUTGOING :\n500 Amp TPN (35KA) Moulded case circuit breaker - 4 Nos. \n100 Amp TPN (35KA) Moulded case circuit breaker - 3 Nos. 63 Amp TPN (35KA) Moulded case circuit breaker - 1 Nos. \n63 Amp 4P (10KA) Miniature circuit breaker - 7 Nos. 40 Amp 4P (10KA) Miniature circuit breaker - 5 Nos. 32 Amp 4P (10KA) Miniature circuit breaker - 12 Nos. 25 Amp 4P (10KA) Miniature circuit breaker - 8 Nos. 63 Amp DP (10KA) Miniature circuit breaker - 2 Nos. item83 1 Set
86 2.08 ELECTRICAL PANEL-2 (Light & Power): \nINCOMING :\n160 Amp 4P (35KA) moulded case circuit breaker with operating handle - 1 Nos\nMETERING :\n0-500V Digital Voltmeter with selector switch and MCBs - 1 Set\n0-150A Digital Ammeter with CTs of ratio 150/5A Class 1 Accuracy and 15VA burden and selector switch - 1 Set\nLED Phase indication lamps with individuals MCBs and control with toggle swithes - 1 Set\nBUSBAR:\n200 Amp. FP Al. Busbar.\nOUTGOING : \n63 Amp TPN (35KA) Moulded case circuit breaker - 1 Nos. 40 Amp 4P (10KA) Miniature circuit breaker - 3 Nos.\n63 Amp 4P (10KA) Miniature circuit breaker - 6 Nos. 63 Amp DP (10KA) Miniature circuit breaker - 2 Nos. item84 1 Set
87 2.09 EXTERNAL LIGHTING PANEL-1 \nINCOMING :\n250 Amp 4P (25KA) moulded case circuit breaker with operating handle - 1 Nos\nMETERING :\n0-500V Digital Voltmeter with selector switch and MCBs - 1 Set\n0-250A Digital Ammeter with CTs of ratio 200/5A Class 1 Accuracy and 15VA burden and selector switch - 1 Set\nLED Phase indication lamps with individuals MCBs and control with toggle swithes - 1 Set\nBUSBAR:\n200 Amp. FP Al. Busbar.\nOUTGOING : \n100 Amp 4P (10KA) Miniature circuit breaker - 5 Nos. 63 Amp 4P (10KA) Miniature circuit breaker - 2 Nos.\n32 Amp DP (10KA) Miniature circuit breaker - 5 Nos. item85 1 Set
88 2.1 EXTERNAL LIGHTING PANEL-2\nINCOMING :\n1 No. 63 Amp FP MCCB (25 KA) with 4 pole contractor & timer with operating handle - 1 Nos\nMETERING :\n0-500V Digital Voltmeter with selector switch and MCBs - 1 Set\n0-60A Digital Ammeter with CTs of ratio 60/5A Class 1 Accuracy and 15VA burden and selector switch - 1 Set\nLED Phase indication lamps with individuals MCBs and control with toggle swithes - 1 Set\nBUSBAR:\n200 Amp. FP Al. Busbar.\nOUTGOING : \n25 Amp DP (10KA) Miniature circuit breaker - 6 Nos. item86 1 Set
89 2.11 SUB HEAD - II : SHOP ELECTRICALS:
90 2.12 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet (near equipment point) and 25 A modular SP MCB, “C” curve (at accessible point) including connections, painting etc. as required. item87 8 Units
91 2.13 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\nARMOURED 3½ CORE\n120 Sq.mm.(XLPE) Item88 100 Metre
92 2.14 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\nARMOURED 3½ CORE\n35 Sq.mm(XLPE) item89 60 Metre
93 2.15 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\nARMOURED 4 CORE\n16 Sq.mm.(XLPE) item90 100 Metre
94 2.16 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\nARMOURED 4 CORE\n10 Sq.mm.(XLPE) item91 100 Metre
95 2.17 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\nARMOURED 4 CORE\n6 Sq.mm.(XLPE) item92 600 Metre
96 2.18 Laying of one number PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25 Sq.mm direct in ground including excavation, sand cushioining, protective covering and refilling the pit etc. as required.\n item93 600 Metre
97 2.19 Laying of one number PVC Insulated and PVC sheathed power cable of 1.1.kV grade of size exceeding 120 Sq mm but not exceeding 400 Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required.\n item94 150 Metre
98 2.2 Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. as per specification complete.\nGland Size 45mm 3/3½ x 120 Sq.mm, 3½ x 95 Sq.mm 3 x 150 Sq.mm.\n item95 12 Each
99 2.21 Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. as per specification complete.\nGland size 32mm for 2/3, 3½, 4 x 25 Sq.mm OR 2/3, 3½ x 35 Sq.mm OR 2/3 x 50 Sq.mm.\n item96 4 Each
100 2.22 Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. as per specification complete.\nGland size 28mm for 3/4 x 16 Sq.mm\n item97 10 Each
101 2.23 Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. as per specification complete.\nGland Size 22mm suitable for cable 2/3, 3½, 2/4 x 10 Sq.mm or 2x 16 Sq.mm\n item98 4 Each
102 2.24 Supplying and fixing heavy duty cable gland for P.V.C. insulated armoured cable with brass washer, Rubber ring complete erected with cable and lead connection etc. as per specification complete.\nGland Size 22mm suitable for cable 2,3,3½ & 4 x up to 6 Sq.mm\n item99 20 Each
103 2.25 SUB HEAD - VI: LIGHTNING PROTECTION:
104 2.26 Providing and fixing of lightning conductor finial made of 25mm dia 300mm long G.I. tube having single prong at top with 85 mm dia 6 mm thick G.I. base plate including holes complete as required. item100 4 Each
105 2.27 Providing and fixing G.I. tape 20mm X 3mm thick on parapet and surface of wall of lightening conductor as required ( for Horizontal runs )\n item101 300 Metre
106 2.28 Providing and fixing G.I. tape 20mm X 3mm thick on parapet and surface of wall of lightening conductor as required ( for Vertical runs )\n item102 60 Metre
107 2.29 Providing and fixing " Testing Joint" made by 20mm X 3mm thick\nG.I. strip 125mm long with 4 Nos of G.I. bolts, Nut, check nuts and spring washers etc. complete as required .\n item103 11 Each
108 2.3 Providing and laying copper tape 32mm X 6mm thick for earth\nelectrode directly in ground as required item104 50 Metre
109 2.31 Earthing with G.I. Earth plate 600mm X 600mm X 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 Metre long etc. (but without charcoal or coke and salt ) complete as required. item105 6 Each
110 2.32 SUB HEAD - VII: EXTERNAL POWER SUPPLY:
111 2.33 Supply of 11/0.4 kV, 315 KVA to 11/0.4 kV, 630 KVA (Indoor), compartmentalized (indoor) with 11kv/433V with encloser made of electronically Galvanized with all associated switch gear and protection equipments item106 1 No
112 2.34 RMU (SF6 Type) with 3 Isolator + 1 Breaker with all associated switch gear and protection equipments item107 1 No
113 2.35 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. item108 80 Meter
114 2.36 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. item109 1 No
115 2.37 Metering System: Supply and erecting metering unit with wireless monitoring, having capabilities of remotely switchable ON /Off, with MPEB approved energy meter, enclosed in an encloser conforming to IP 65 for existing metering points(Feeder) with microprocessor based class 0.2 accuracy energy meter conforming to relevant IS/IEC standard for 11 KV outgoing feeder suitable for interfacing with GPS time synchronisation equipment. Provision for mouting Floor Mounted as well as wall munted. The accuracy class shall be 1 of the metering system with Total Connected Load of 500 kW. The intergration of the system metering system with MPEB shall be part of the vendor. item110 1 No
116 2.38 Earthing with Copper Earth plate 600mm X 600mm X 3mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 Metre long etc. (but without charcoal or coke and salt) complete as required. item111 2 Each
117 2.39 Earthing with G.I. Earth plate 600mm X 600mm X 6mm thick including accessories and providing masonary encloser in cement mortor, cover plate having locking arrangement on the top and G.I. watering pipe 20mm dia 2.7 Metre long etc. (but without charcoal or coke and salt ) complete as required. item112 8 Each
118 2.4 Providing and fixing 25mm X 4mm G.I. strip on surface or in recessed/concealed for connection etc. as required.\n item113 300 Meter
119 2.41 Supplying and laying 50mm X 6mm G.I. strip at 0.5 metre below ground level / surface as strip earth electrode including jointing etc. as required. item114 60 Meter
120 2.42 Supplying and laying 6SWG (5.6mm) G.I. wire at 0.5 Metre below ground level as conductor earth electrode including soldering etc. as required. item115 900 Meter
121 2.43 Supplying and fixing 33/11/0.4 KV enamel coated danger board size 200x250mm with clamp on existing HT/LT structure / poles. item116 2 Each
122 2.44 Supply of XLPE Insulated power cable (confirming IS-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor\n3½ CORE ARMOURED\n300 Sq.mm.\n item117 400 Metre
123 2.45 Supply of XLPE Insulated power cable (confirming IS-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor\n3½ CORE ARMOURED\n120 Sq.mm.\n item118 100 Metre
124 2.46 Supply of XLPE Insulated power cable (confirming IS-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor\n3½ CORE ARMOURED\n95 Sq.mm.\n item119 400 Metre
125 2.47 Supply of XLPE Insulated power cable (confirming IS-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor\n3½ CORE ARMOURED\n35 Sq.mm.\n item120 400 Metre
126 2.48 Supply of XLPE Insulated power cable (confirming IS-7098 Part-I ) 1100 Volt grade, 1 core /2 core /3½ core/4 core ISI MARKED with Alu. Stranded /solid conductor\nARMOURED 2 Core\n6 Sq.mm. item121 400 Metre
127 2.49 Laying of one number PVC insluated power cable of 1.1.kV grade of size exceeding 25Sq.mm but not exceeding 120 Sq.mm direct in ground including excavation, sand cushioing, protective covering and refilling the pit etc. as required.\n item122 400 Metre
128 2.5 Laying of one number PVC insulated and PVC sheathed power cable of 1.1 kV grade of size exceeding 25 Sq.mm but not exceeding 400 Sq mm in the existing RCC/Hume Stoneware/G.I. Pipe as required. item123 400 Metre
129 2.51 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. \n3.5 core 300 sq. mm. \n item124 12 Each
130 2.52 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. \n3.5 core 120 sq. mm.\n item125 2 Each
131 2.53 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. \n3.5 core 95 sq. mm.\n item126 4 Each
132 2.54 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. \n3.5 core 35 sq. mm.\n item127 8 Each
133 2.55 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. \n2 core 6 sq. mm.\n item128 10 Each
134 2.56 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. \na) 150 mm dia item129 20 Metre
135 2.57 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. \na) 300 mm dia item130 180 Metre
136 2.58 SUB HEAD - VIII : AREA LIGHTING:
137 2.59 Supply, erection, testing and commissioning of Decorative type pole of 4.0 meter height with 30/35 Watt LED post top mounted on top of pole and The pole shall have decorative MS PU painted base pole more than dai 89mm & top 76mm from base plate to top of the pole. The pole average thickness not less than 3mm.The pole shall have M.S base plate of size 300mm x300mm x10mm at bottom with arangement of fixing 4 nos foundation bolts for proper fixing of pole. The pole shall have service window atbottom profile. The pole shall be provided with built in control box for 3core 2.5sq.mm copper conductor cable, MCB control and 2nos of 40mm dia Class B GI pipe for incoming and outgoing cable etc.The Pole shall be coated with PU painted with rust free and with require sutaible items. item131 15 Each
138 2.6 Supply, erection, testing and commissioning of Decorative Bollard 10 /11W Warm White in Color suitable for outdoor location. Fixture shall be IP 65 Protected made up of Aluminum with PU Painted Matt Black Finish including stainless steel screw, corrossion & UV resistant coat, including suitable size of CC foundation, grouting bolt, plastering etc as complete as required.\n item132 10 Each
139 2.61 Earthing with G.I. Earth pipe 4.5 Metre long and 40 mm dia with masonary enclosure in cement mortor, cover plate having locking arrangement on the top etc.(but without charcoal or coke and salt) complete as required. item133 10 Each
140 2.62 Providing and fixing 6 SWG (5.6mm) G.I. wire on surface or in recessed/concealed for loop earthing as required. item134 200 Each
141 2.63 3 M Decorative Light with Pole item135 10 Each
142 2.64 SUB HEAD - IX : D G Set:
143 2.65 Supply, Installation, Testing and Commisioning of 120 kVA 415V Prime Rating Radiator Cooled DG Set With Acoustic Enclosure designed at 40Deg C,having Remote Monitoring feature, G3 Governing Class for DG set and Alternator with AREP windings.with 850 Litre In-Built fuel tank, Residential Silencer, cable Termination Box, AMF Panel, Exhaust System, Laying of Power cable with Cable Tray, Factory Testing for 4 Hour, 990 Lit Fuel Tank in addition to in-built Fuel Tank, Electrical Inspector Approval etc. item136 1 Job
144 2.66 "B" Monoblock type pumping sets\n10 H.P. item137 3 Each
145 3 OutDoor Field
146 3.01 Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6. item138 14250 Cum
147 3.02 Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. item139 2675 Per Sqm
148 3.03 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm\nthickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge item140 16500 Per Sqm
149 3.04 EXCAVATION - Excavation to a depth of 6 inches to remove all weeds and grass from its roots, create a slope of 1” in every 10’ in the sub-base on the shorter axis. Extreme care would need to be taken to ensure a correct slope of 1” in every 10’.\nEarth 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 1.5 m, disposed soil to be levelled and neatly dressed. item141 3000 Sq.M.
150 3.05 COMPACTION - Compaction of the sub-base will be by 8 – 10 ton roller. item142 3000 Sq.M.
151 3.06 ANTI TERMITE & WEEDECIDE - Carry out anti termite and weedicide on the total area by making 9” deep holes spaced 12” apart and injecting the chemicals and also spraying. item143 2350 Sq.M.
152 3.07 WATER BOUND MACADAM (WBM) - 200 mm thick Lay a 1st layer of 75mm compacted water bound macadam with good earth (not moorum). WBM to be densely compacted by keying and interlocking the stones to ensure no settlement takes place. Lay a 2nd layer of water bound macadam (75mm thick) same as above except the stone size will be smaller. item144 2350 Sq.M.
153 3.08 BITUMINOUS MACADAM - (Bitumen @3.5 % by weight) Lay a 50mm compacted thick Hot Mix asphalt BM course. item145 2350 Sq.M.
154 3.09 ASPHALTIC CONCRETE - (Bitumen @5.0 % by weight) Lay a 25 mm compacted thick Hot Mix A.C. course item146 2350 Sq.M.
155 3.1 SEAL COAT - Seal Coat with stone dust. item147 2350 Sq.M.
156 3.11 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 4mm dia wire or nuts, bolts and washers\tas required complete as per the direction of Engineer-in-charge. item148 750 Sq.M.
157 3.12 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 maximum size of stone aggregate item149 280 Cum
158 3.13 Basket Ball Flooring item150 650 Sq.M.
159 3.14 Edge Wall (350 mm height) Laying a 6" retaining wall keeping the top level straight item151 100 Rmt
160 3.15 Drain - Making an open saucer drain at the lower end item152 100 Rmt
161 3.16 Synthetic Acrylic (8 Layers) - ITF Classified Category 1,2,3,4 & 5\nIn this system we shall apply \n1 layer of resurfacer\n5 layers of cushion,\n2 layers of colorand court markings. \nThis is a cushioned system which makes for comfortable and enjoyable play. The product must be an ITF classidfied product in all the categories i.e. 1,2,3,4&5 item153 400 Sqm
162 3.17 Tennis Accessories American designed tennis net post and export quality tournament nets. They are of excellent quality and are used in all the major tournaments in the country - Net item154 1 Nos
163 3.18 Tennis Accessories American designed tennis net post and export quality tournament nets. They are of excellent quality and are used in all the major tournaments in the country - Net Post item155 1 Nos
164 3.19 Tennis Accessories American designed tennis net post and export quality tournament nets. They are of excellent quality and are used in all the major tournaments in the country- Water Removing Roller item156 1 Nos
165 3.2 Basketball Accessory 8” Round pipe 5.2mm (W.T) with 2.2 mtr distance from the board. Plus 25mm back board transparent Acrylic with International Standard die made framecoated die made frame with built in brackets for mounting. Plus Dunking Rim withthree Spring Mechanism. item157 1 Set
166 3.21 Volleyball Accessory - Volleyball net with post item158 1 Set
167 3.22 Earth work in excavation by mechanical means (Hydaulic 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, for all lift and lead, including getting out the excavated soil and disposal of surplus excavated soils as directed, within all lead and lift. \nAll kinds of soil. item159 2100 cum
168 3.23 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming , watering, etc. and disposing of surplus excavated soil as directed , within all lead and lift.\n- All kinds of soil\n- Pipes, cables etc. exceeding 80mm dia. but not exceeding 450 mm dia item160 1350 metre
169 3.24 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level\n1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). item161 235 cum
170 3.25 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level\n1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). item162 620 cum
171 3.26 Providing and laying non-pressure NP2 class (light duty) R.C.C. S & S jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete:\n300 mm dia. R.C.C. pipe item163 200 metre
172 3.27 Constructing brick masonry chamber 90x90x100cm inside, brick work in cm 1:4(1cement:4coarse sand) for sluice valve,electrical cable etc with RCC top slab 1:2:4 mix(1cement:2coarse sand:4 graded stone aggregate 20mm nominal size)i/c necessory excavation,foundation concrete 1:5:10((1cement:2coarse sand:4 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design:\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 item164 8 Each
173 3.28 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) item165 3600 sqm
174 3.29 Neat cement punning item166 5500 sqm
175 3.3 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity to required slope including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade. item167 13100 sqm
176 3.31 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH specifications and directions of Engineer-in-Charge.\n- With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having\nCBR Value-25 item168 2620 cum
177 3.32 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site,for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per MORTH specifications and directions of Engineer-in-Charge. item169 2620 cum
178 3.33 Providing and applying tack coat using cold bitumen emulsion including spraying the bitument with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications:\nOn W.M.M. @ 0.75 kg./sqm. item170 13100 sqm
179 3.34 Providing and applying tack coat using cold bitumen emulsion including spraying the bitument with mechanically operated spray unit fitted on bitumen with preparing the existing road surface as per specifications:\nOn bituminious surface @ 0.5 Kg/sqm item171 13100 sqm
180 3.35 Providing and laying Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/binder course including loading of aggregate with FE loader and hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density and compaction, but excluding the cost of primer /tack coat.\n50/75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% (percentage by weight of total mix) item172 655 cum
181 3.36 Providing and laying Dense bituminous concrete on the prepared surface with specified graded crushed stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tipper to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density, but excluding the cost of primer / tack coat.\n40/50mm compacted thickness with bitumen of grade 60/70 @ 5.5% and lime @ 3% (percentage by weight of total mix) item173 360 cum
182 3.37 Providing and laying IAAF Approved Synthetic Athletics Track : Sandwich system with minimum 13 mm thick layer including line marking which complies with class II certificatin from World Athletics. The product should be from American/ European/ Australian origin only. item174 4600 sqm
183 3.38 Construction of RCC Long Jump pit as per IAAF standard and drawings including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-Charge (Size 10 X 3m X 0.5m) item175 2 1 Job
184 3.39 Polevault boxes with cover item176 2 Nos
185 3.4 Take off board for long jump and triple jump plus wooden board item177 4 Nos
186 3.41 Short put rings item178 2 Nos
187 3.42 Hammer cum Discuss RING item179 1 Nos
188 3.43 Aluminum Kerbing item180 1 Set
189 3.44 Supplying & Installation of FIH approved National category synthetic hockey artificial turf (Full PUR with minimum 13mm height) and laying, jointing and fixing the same on the bituminous sub base with minimum 15mm thick rubberized shock pad layer as per the FIH requirements and the pasting of synthetic grass as per specification of the National category FIH competition including all marking on the surface as per FIH rules and standard etc. as per the FIH requirements complete as per the instructions of the engineer-in-charge. item181 5625 sqm
190 3.45 Supplying and fixing of aluminum goal post of FIH approved drawing and design including all fitting and net. item182 1 set
191 3.46 Providing, laying & jointing in position HDPE pipe conforming to IS:4985:2000 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including excavation of trenches, refilling(Earth work includes 450mm of soil cover over the pipe and width of 300mm)\nHDPE pipe 160mm-10kg/cm2(PE-100) item183 230 mtr
192 3.47 Providing, laying & jointing in position HDPE pipe conforming to IS:4985:2000 and suitable for the respective working pressures with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including excavation of trenches, refilling(Earth work includes 450mm of soil cover over the pipe and width of 300mm)\nHDPE pipe 90mm-10kg/cm2(PE-100) item184 360 Mtr
193 3.48 Providing & Fixing of Pop up Sprinkler with Gear driven mechanism having 2" female inlet, dia of coverage 84.0-92.0 m at 6.0-7.0 bar, capable of delivering discharge 9.08-15.6 lps and trajectory of throw 23°. The Sprinkler shall be available in (5) numerically coded interchangeable nozzle, the sprinkler nozzle assembly shall incorporated diffuser screw facility for radius reduction and shall be suitable for use in extremely saline and/ or dirty water condition, so that sprinkler shall not require secondary filtration of any kind. The sprinkler shall provide both part and continuous forward full circle adjustment from 40°to 360°. Sprinkler shall have minimum 16cm Pop up Stro ke to bring the rotating nozzle in clean environment. It shall be suitable for sports fields like Football, Rugby, Hockey, Cricket, Soccer & Baseball. It should have a feature of special internal rubber folding top, avoids the passage of powder, sand and dirty water around the telescopic pipe. item185 6 Nos
194 3.49 Providing and fixing of connecting assembly for 2" PGP. item186 6 Nos
195 3.5 Providing & Fixing of 1 1/4" Two piece Aluminium Quick Coupling Valve (QCV) It has auto close lid made of heavy duty rubber when QCV is not in use. Dubble piece construction,having stainless steel valves as approved by Engineer -in- charge. item187 4 Nos
196 3.51 Providing & Fixing of 1 1/4" Steel Quick Coupling Valve (QCV) key with handle with 11/4" outlet as approved by Engineer -in-charge. item188 2 Nos
197 3.52 Providing & Fixing of Metallic Service Saddle 90mm X 1 1/4" item189 4 Nos
198 3.53 Providing & Fixing of 4" Butterfly Valve for Head Unit. It shall be with integral synthetic rubber lining. It shall be lever operated quarter turn and offers bi- directional smooth operation. The hydraulic body test pressure of the cast iron buffer type Butterfly Valve is 15 bar and hydraulic seat test pressure of the product is 11 bar as approved by Engineer -in-charge. item190 1 nos
199 3.54 Providing & Fixing of 2.5" Gun Metal Ball Valve for bypass arrangment. It shall be full bore, two piece design, lever operated, screwed Female BSP parallel threaded of 2.5" dia. as approved by Engineer -in-charge. item191 1 nos
200 3.55 Providing and fixing of 4" Foot valve as approved by Engineer -in- charge. item192 1 nos
201 3.56 Providing & fixing of Valve box 20" Rectangular Valve Box with cover. The valve boxes shall be high strength, high density polyethylene constructed material. It should be UV stablizer with anti oxidants, resistant to moisture. It should be minimum 12" height and 25" length as approved by Engineer -in- charge. item193 6 nos
202 3.57 Providing and fixing of Aluminum pilot Pressure relief valve size 2" along with bypass arrangement, cover & necessary fittings. It shall be adjustable Pressure setting from 22 PSI - 120 PSI for maximize performance. It should be high strength cast Aluminum body, Stainless Steel shaft offer, strength and corrosion resistant. Oil tempered coil spring provides quick response for individual pressure range as approved by Engineer -in- charge. item194 1 nos
203 3.58 Providing & fixing of a double acting Continuous Air release valve 2" made of high strength plastic with fiber glass reinforced . The Continuous Air release valve shall be capable of both releasing and admitting air from and into the line during system operation. The working pressure shall be 10 Bars and testing pressure shall be 16 Bars as approved by Engineer -in-\ncharge. item195 1 nos
204 3.59 Providing & fixing of disc filter (120 mesh) 50m3/hr having an inlet & two outlets connections of 3", 2 pressure guaze ports of 3/4", a helix made of fibre glass reinforce polyamide at base of disc filter cartridge to create a helical effect in the incoming water, spinning particulate in suspension away from tec filtering element and so minimizing cleanings frequency, 3/4" outlet for flushing at bottom of filter & maximum working pressure of 14 bars. item196 2 nos
205 3.6 Providing and fixing of pressure guaze ( glycerine filled), 4" dial ( 0- 10kg/cm2) item197 4 nos
206 3.61 Providing & Fixing of 2" BSP Straight flow Solenoid valve with flow control and "pressure regulation unit" which shall be normally closed 24 VAC 50/60 cycle solenoid actuated angle pattern design. The valve pressure rating shall not be less than 10.5 bar. The valve body shall be constructed of high-impact, weather- resistant Nylon Glass Filled with heavy duty diaphragm and stainless steel screws, fasteners and components. The valve shall have manual open/close control (internal bleed) for manual opening and closing of valve without electrically energizing the solenoid, manual bleed can be removed for " tamper proof" operation. The valve shall operate with minimum 24 VAC at 10.5 bar.\nThe valve must open or close in less than 1 minute at 10.5 bar, and less than 30 seconds at 0.7 bar. The valve construction shall provide for all internal parts to be removable from the top of the valve without disturbing the valve installation as approved by Engineer -in- charge. item198 6 nos
207 3.62 Providing and fixing of DBR connector It shall be pre filled, low voltage, dry splice, direct bury , waterproof wire connector that protect electrical connection from corrosion, and moisture. Each splice kit contains two wire nuts, water proof, Gel-filled housing and ideal splice organizer. item199 15 nos
208 3.63 Providing and fixing of 1.5 sq. mm single core copper conductor cable (live wire) as approved by Engineer -in-charge. item200 2000 mtr
209 3.64 Providing and fixing of 1.5 sq. mm single core copper conductor cable (Common wire) as approved by Engineer -in-charge. item201 500 mtr
210 3.65 Providing and fixing of 10 sq. mm single core copper conductor cable\n(Common wire) as approved by Engineer -in-charge. item202 50 mtr
211 3.66 Providing and fixing conduit pipe 32mm dia as approved by Engineer -in-charge. item203 500 mtr
212 3.67 Providing and fixing of booster pump capable of 30 HP ,Discharging 13.25 lps at 75mtr head , Non return volve, suction and delivery assembly. item204 1 nos
213 3.68 Providing and fixing of control panal 30 HP with ammeter, voltmeter and necessary protection as approved by Engineer -in-charge. item205 1 nos
214 3.69 Providing & fixing of (9 Station) Controller having three programs with three start times per program, one minute to 6 hr run times per station, and 7 day calender with odd/even day watering option. The controller having 365 day calender with leap year, indoor model with plug in transformer and optional outdoor case with locking door. It has start times automatically " stack" in case of overlap programming, water budget 0-200% with pump/master valve standard, non volatile memory and battery back-up. item206 1 nos
215 3.7 Providing and fixing of water level sensor controller as approved by Engineer -in-charge. item207 1 nos
216 3.71 providing and fixing of pump start relay - as approved by Engineer -in-charge. item208 1 nos
217 3.72 Providing and fixing of stablizer for controller. as approved by Engineer -in-charge. item209 1 nos
218 3.73 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.\n25 mm dia nominal bore item210 20 metre
219 3.74 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.\n50 mm dia nominal bore item211 550 metre
220 3.75 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. Complete :\n25 to 40 mm nominal bore item212 20 Each
221 3.76 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. Complete :\n50 to 80 mm nominal bore item213 1 Each
222 3.77 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :\n25 mm nominal bore item214 20 Each
223 3.78 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :\n50 mm nominal bore item215 1 Each
224 3.79 providing and construction of R.C.C. storage tank sumpwell of 55000 liter to 80,000 liter capacity complete incuding all excavation and earth work , disposal of surplus soil to disdance 250 mtr. Atleast or as desired by engineer -in-charge and to his satisfaction. One maintenace hole cover and iron ladder to be provided as per the dirction of the Engineer-in -charge including carriage of materials within all leads and lifts and other incidental. item216 1 Each
225 3.8 Bore well 6 inch dia with outer casiing upto a depth of maximum 100m , including 1.5hp submergible motor and panels item217 100 rm
226 3.81 CHEST PRESS DOUBLE\nAPPROX DIMENSION: - 2040 x 860 x 1950 mm. \nMAX USER WEIGHT 120 KG. \nAll Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also, with API 5 licence/monogram. \nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram.\nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics.\nBEARING: - Bearings of ISI standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotation.\nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process - 0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS. \nPAINT: - All components are PU paint over two coat of apoxy primer are free of edges and excess weld splatter and cleaned apoxy primer to prevent flash rusting before coating. The coating has a super tough finish with maximum exterior durability and will have superior adhesion characteristics. item218 1 Nos
227 3.82 TWIST STEPPING MACHINE\nAPPROX DIMENSION: - 1500 x 900 x 1950 mm. \nMAX USER WEIGHT 110 KG.\nAll Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also with API 5 licence/monogram.\nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram. \nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics. \nBEARING: - Bearings of ISI standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotation moment and applied weight.\nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process - 0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS.\nPAINT: - All components are PU paint over two coats of apoxy primer are free of edges and excess weld splatter and cleaned apoxy primer to prevent flash rusting before coating. The coating has a super tough finish with maximum exterior durability and will have superior adhesion characteristics. item219 1 Nos
228 3.83 HORSE RIDER\nAPPROX DIMENSION: - 950 x 300 x 1250 mm. \nMAX USER WEIGHT 110 KG.\n All Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also with API 5 licence/monogram. \nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram. \nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics\nBEARING: - bearings of ISI standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotation moment and applied weight.\nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process - 0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS.\nPAINT: - All components are PU paint over two coat of apoxy primer are free of edges and excess weld splatter and cleaned apoxy primer to prevent flash rusting before coating. The coating has a super tough finish with maximum exterior durability and will have superior adhesion characteristics. item220 1 Nos
229 3.84 SHOULDER PRESS DOUBLE\nAPPROX DIMENSION: - 2040 x 860 x 1950 mm.\nMAX USER WEIGHT 110 KG.\nAll Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also, with API 5 licence/monogram.\nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram.\nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics.\nBEARING: - bearings of ISI standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotation moment and applied weight. \nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process -0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS. item221 1 Nos
230 3.85 SQUAT PUSHING\nAPPROX DIMENSION: - 2268 x 634 x 1590 mm. \nMAX USER WEIGHT 120 KG. \nAll Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also, with API 5 licence/monogram. \nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram.\nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics.\nBEARING: - bearings of ISI standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotation moment and applied weight.\nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process - 0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS\nPAINT: - All components are PU paint over two coats of apoxy primer are free of edges and excess weld splatter and cleaned apoxy primer to prevent flash rusting before coating. The coating has a super tough finish with maximum exterior durability and will have superior adhesion characteristics. item222 1 Nos
231 3.86 CYCLE\nAPPROX DIMENSION: - 1150 x 300 x 1250 mm.\nMAX USER WEIGHT 110 KG.\nAll Structure made up of galvanized pipe maximum Ø 100 mm to minimum Ø 25 mm NB, B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components are electrical resistance welded, hot rolled, and high strength steel tubing.it is used in the various parts. also, with API 5 licence/monogram. \nSUPPORT STRUCTURE: - The handrail manufactured of 25mm & 32mm O.D. galvanized tube B class conforming to IS 1239:2004 P.U coated with the layer thickness of 60 micron. All tubing used to manufacture components shall be an electrical resistance welded, hot rolled, high strength steel tubing with API 5 licence/monogram. \nPLASTIC PART: - (FRP) A polymer is generally manufactured by step-growth polymerization or addition polymerization. When combined with various agents to enhance or in any way alter the material properties of polymers the result is referred to as a plastic. Composite plastics refer to those types of plastics that result from bonding two or more homogeneous materials with different material properties to derive a final product with certain desired material and mechanical properties. Fiber-reinforced plastics are a category of composite plastics that specifically use fiber materials to mechanically enhance the strength and elasticity of plastics. \nBEARING: - bearings of isi standards for smooth rolling action. (skf, rbc) these bearings are designed and arranged dynamically to absorb the vertical thrust due to rotational moment and applied weight. \nWELDING: - We use process according to maintain its material properties and good surface finish. according to the thickness of material. 1. MIG welding process - 0.5 TO 3 MM THICKNESS 2. ARC welding process - 1.5 TO 5 MM THICKNESS. \nPAINT: - All components are PU paint over two coats of apoxy primer are free of edges and excess weld splatter and cleaned apoxy primer to prevent flash rusting before coating. The coating has a super tough finish with maximum exterior durability and will have superior adhesion characteristics. item223 1 Nos
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