Urban Development Authority Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 3,60,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
HDUDA/2024-25/OW/WORK_INDENT7/CALL-2Tender No
HDUDA/2024-25/OW/WORK_INDENT7/CALL-2Tender Authority
Urban Development Authority ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
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BOQ Items
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Item 4 - Dewatering the sewage storm water by using reqired HP submersible pump for the diversion of storm sewage during the execution of work. Considering for one Pump. 20 hp pump
15
677
10166.1
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Item 5 - Earthwork excavation by manual means for drains,canals, wasteweir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils, as per drawing and technical specifica tions, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour,tools and other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m
10
249
2492.6
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Item 6 - Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m.
3263
105
342810.78
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Item 7 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. .2.By Manual Means using Dozer.(A) In area of light jungle
64
1155
73962.24
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Item 8 - Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto depth not exceeding 300mm as per drawing and technical specifica tions, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of exca vated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenances required to complete the work
1122
97
109787.7
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Item 9 - Providing new embankment abutting to existing bund to strength the existing bund using soil available in adjacent area in layers of 200 to250 mm and compacting each layer to density control of not less than95 percent by vibrating plate compactor or pnuematic tamper includingcost of all materials, machinery, labour, picking previous layer, spreadingsoil in layer, breaking clods, watering etc., complete with all lead and lifts.
5930
202
1203256.3
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Item 10 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifica tions, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m.
391
249
97460.66
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Item 11 - Filling available excavated earth .excluding rock. in trenches, plinth, sides of foundations and other similar works 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.
436
273
119455.28
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Item 12 - Construction of Granular SubBase of required grading as per design spreading in uniformlayers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For Grading I Material..
146
2430
354896.8
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Item 13 - Construction of Granular SubBase of required grading as per design sprea ding in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. B. By Mix in Place Method. .2. For Grading II Material.
34
2504
85168.64
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Item 14 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. . Mix 1.4.8. M7.5. Using 40 mm nominal size graded crushed coarse aggregates
3
5833
17501.76
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Item 15 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granitetrapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. .Mix 1.3.6 .M10. Using 40 mm nominal size graded crushed coarse aggregates
147
6168
906794.49
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Item 16 - Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The granite trapbasalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with superplasticisers, laid in layers,well compacted using needle vibrators, providing weep holes wherever necessary, including all lead and lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1.2.4 .M15. Using 20 mm nominal size graded crushed coarse aggregates
10
6596
65961.2
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Item 17 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granitetrap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead and lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. .M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
559
6475
3619865.99
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Item 18 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Footing at 3 percent)
29
194
5633.83
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Item 19 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Plinth Beam at 50 percent)
27
3237
87420.87
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Item 20 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Roof slab at 50 percent)
31
3237
100372.11
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Item 21 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Earth Retaining Structures at 10 percent)
471
647
305000.76
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Item 22 - Providing and laying in position Reinforced cement concrete for all Sub structures of building , Irrigation works , Sub structure works of Bridges, Drain works and other parallel works from 0.50m to 3.50m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Coades machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, confirming to the reqirements of relevant IS Coades, Labours, Usage charges of machinery, curing and all othyer appurtenances required to complete the work as per technical specification. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
449
6526
2930209.92
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Item 23 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Footing at 3 PERCENT)
6
195
1174.68
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Item 24 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Footing at 8 PERCENT)
34
522
17751.06
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Item 25 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Columns at 70 PERCENT)
2
4568
9136.52
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Item 26 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For Earth Retaining Structures at 10 PERCENT.)
403
652
263001.83
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Item 27 - Providing and removing of all types Formwork Centring and Scaffolding shuttering strutting propping etc for RCC work for all thickness including cost of all materials, labour complete as per specifications required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work (Centering and Shuttering For RCC Beams, Lintels at 60 PERCENT.)
5
3915
19578.25
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Item 28 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
41
81381
3336634.53
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Item 29 - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification. A. StoneBoulder
787
1969
1549886.32
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Item 30 - Providing rubble stone boulder filling behind abutment below apron including cost of all materials, labour, hand packing, finishing topsurface etc complete with all lead and lifts.
64
1316
84245.76
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Item 31 - Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as
per relevant technical specification)
1456
1100
1601658.24
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Item 32 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1.3 fixed and finsihed in line as per direction of Engineer in charge. .The cost of PCC shall be paid extra.300 X 300 X 150 mm Kerb Stone.
1165
387
451181.2
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Item 33 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
699
112
78476.73
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Item 34 - Sealing of cracksporous concrete by injection process through nipples Grouting complete as per Technical Specification.A Cement grout
180
285
51355.8
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Item 35 - Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the EngineerinCharge.
13973
116
1626317.47
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Item 36 - Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Twoc oat applied at 0.90L10 m² over an under coat of primer appliedat0.80 L10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineerincharge
762
143
109095.54
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Item 37 - Providing and fixing seating bench Ino base slab, Ino back rest, 2no legs, made up of granite stone with nice finish chamfered edge and fillet corner finishes is conveyed to worksite it is inclusive of all lead andlift, labour,trans portation loading unloading charges, over heads, hirecharges of machinery all and placing in position etc., complete work shall be carried out as per the detailed specification, Architect drawing and direction of the engineer in charge of the work. The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the egiupment on site as per the site coridition. The cost includes, cast of transportation, cost of labour, HOMM of machinery etc., required to complete the work. As per the direction of Engineerincharge
10
21240
212400
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Item 38 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1.6 1 cement 6 coarse sand. including cost of all materials, labour, scaffolding and usage charges of machinery and other incidental charges complete as per the direction of engineer incharge of work.
7
8217
57521.38
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Item 39 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1.4 1 cement. 4 fine sand. including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of ngineerincharge
79
303
24004.15
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Item 40 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge
79
130
10333.99
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Item 41 - Providing PVC ringtite pipes conforming to IS 4985.2000 with latest amend ments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commis sioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials .excluding cost of specials. with jointing of approved type, with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth availa ble from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS .Contractor will make his own arrangements for procuring water for testing. etc. cpmplete for. PVC pipes 75mm dia., 6 Kgsqcm and Class 3
10
226
2266
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Item 42 - Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerincharge. .Made of G.I. wire of dia 4 mm.
892
827
737764.28
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Item 43 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800Kgm3 and minimum compressive strength of 4.00 Nmm2 conforming to IS 2185 .Part I. 2005 and constructed with CM 1.4 as per IS 2572.2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
255
1137
289965.6
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Item 44 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1.6.12 .1 cement . 6 coarse sand . 12 graded stone aggregate 20 mm nominal size. upto plinth level with .Cement mortar 1.6 .1 cement . 6 coarse sand.
1
5779
5779.33
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Item 45 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1.5 .1 cement . 5 coarse sand. fini shed with a top layer 6 mm thick cement plaster with cement mortar 1.6 .1 cement . 6 fine sand. to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerincharge
651
382
248766.63
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Item 46 - Finishing walls with water proofing cement paint of required shade New work .Two coats applied at 4.84 Kg10 m². to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge.
610
91
55918.7
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Item 47 - Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge.
949
118
112409.05
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Item 48 - Finishing walls with Premium Acrylic Smooth exterior paint with Sili cone additives of required shade. New work .Two coats applied at 1.43 ltr10 m2 over and including priming coat of exterior primer applied at 2.20 Kg10 m2. with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineerincharge
42
183
7700.28
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Item 49 - Flooring with 25mm thick polished shahabad slabs using cement mortar 1.6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications
46
1685
77513.68
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Item 50 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm .average. thick base of cement mortar 1.4 .1 cement . 4 coarse sand. laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the EngineerinCharge. Polished Granite stone slab Black, Cat Eye, River Pink or equivalent
10
2937
29375.6
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Item 51 - 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, ic fixing the railing with necessary accessories and stainless steel dash fasteners, stain less 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 Engineerin charge, .for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
302
581
175748.9
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Item 52 - Providing and fixing precoated galvanised iron profile sheets .size, shape and pitch of corrugation as approved by Engineerincharge. 0.50 mm .plus 0.05 percent. total coated thickness with zinc coating 120 grams per m2 as per IS. 277, in 240 mpa steel grade, 57 microns epoxy primer on both side of the sheet and polyester top coat 1518 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerincharge. The sheet shall be fixed using self drillingself tapping screws of size .5.5x 55 mm. with EPDM seal, 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.
77
585
45048.08
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Item 53 - Providing and fixing 6mm Clearopal whitesolar bronzebluegreen tinted Multi wall poly carbonate sheet for Tubular structure. The work including cost of all materials, labour charges and hire charges of machinery for cutting, welding, grinding and erection equipments, with all lead and lifts, transportation, loading and unloading and all other incidental charges etc. complete as per specification and directions of the engineer in charge of the work.
28
3218
90125
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Item 54 - Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm .plus 0.05 percent. total coated thickness, Zinc coating 120 grams per m2 as per IS. 277, in 240 mpa steel grade, 57 microns epoxy primer on both side of the sheet and polyester top coat 1518 microns using self drilling self tapping screws complete .Flashings Aprons. . Upto 600 mm.
12
425
5104.68
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Item 55 - Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm .plus 0.05 percent. total coated thickness, Zinc coating 120 grams per m2 as per IS. 277, in 240 mpa steel grade, 57 microns epoxy primer on both side of the sheet and polyester top coat 1518 microns using self drilling self tapping screws complete .Gutter .600 mm over all girth.
12
1106
13274.64
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Item 56 - Cleaning/clearing of land by cutting of thick and sparse growth plants(0.25 mt thickness plants and clearing of bushes along with roots( throwing away to 1.5mtr height and 50 mtr far)
450
6
3127.5
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Item 57 - Planting of trees Digging pits of size 0.75 x 0.75x 0.75m, filling 50% of the pit with top soil and remaining 50% of pit with 1:2:3 proportion of sand (0.035cum) FYM (0.070cum) Red earth (0.105 cum) and planting of well grown tree saplings (excluding cost of plants) Normal soil
50
316
15810.5
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Item 58 - Planting of Shrubs Digging pits of size 0.45 x 0.45 x0.45m filling 50% of the pit with top soil and remaining 50% of pit with1:2:3 proportion of sand (0.007), FYM (0.014cm) red earth (0.021cm) and and planting of well grown tree saplings (excluding cost of plants) Normal soil
35
70
2451.4
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Item 59 - Planting of Ground cover plants Digging of 1.0mx1.0mx0.45m area and filling 50% of the area with top soil and remaining 50% area with 1:2:3 proportion of sand (0.0375 cum),FYM (0.075 cum) red earth (0.0112 cum) and planting of well grown saplings/plants (excluding cost of plants) Normal soil
20
326
6530.2
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Item 60 - Planting of Creepers Digging pits of size 0.45 x 0.45 x0.45m filling 50 percent of the pit with top soil and remaining 50 percent of pit with1.2.3 proportion of sand .0.007.FYM .0.014cm. red earth .0.021cm. and planting of well grown .excluding cost of plants
50
70
3502
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Item 61 - Lawn development cost, Bermuda GrassTurf The work includes cost of all materials, labour charges etc all leads and lifts required to complete the work as per all relevant specifications and as per the directions of Engineer in charge of work
450
499
224797.5
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Item 62 - Supplying and fixing of Cross Walker, Metal. All tubular steel of 2.5 mm thickness are glavanized and zinc dipped. Joints are Robotic welded. All welded joints ar scalloped as necessary and welded to an approved MIG process. All welds are dressed off removing all sharp edges and burns. zinc Primer paint is applied at all the welding points prior to finishing. All metal parts are powder coated using AKZO nobelGreat wall powder to the thickness of 80120 microns. All metal parts are to be tested in salt spray machine that uses a 5 percent NaCI solution in accordance to ISO 7227 to handle corrosion for 3000 Hrs. Rubber. High quality grip rubber is used for the handles. Bearings Maintenance free ball bearings. Scope of Delivery . 1 completely preassembled equipment model, Maintenance . Maintain accoridng to EN 16630 and as per maintenance guide, safety .All products must be tested and certified to meet EN 16630 safety standards with GS test mark. The EN 16630 certificates must be issued by a reputed notified international certifyng agency such as IPEMA, TUV, CPSC or SGS only. The GS Mark EN 16630 Certificates must be in the name of tendering party and not any 3rd Party. All products must clearly display the Gs Mark as issued in the EN 16630 safety certificates. Size LxWxH. 2270 x 635 x 1640 mm .Min. Safety Area. 5300 x 3685 mm .Min., Capacity 2 Persons
1
188720
188720
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Item 63 - Leg Press. Supplying and Fixing of Leg Press. Metal . All tubular steel of 2.5 mm thickness, are glavanized and zinc dipped. Joints are Robotic welded. All welded joints are scalloped as necessary and welded to an approved MIC process. All welds are dressed off removing all sharp edges and burrs. zince primer paint is applied at all the welding points prior to finishing. All metal parts are power coated using AKZO nobelGreat Wall powder to the thickness of 80120 microns. All metal parts are to be tested in salt spray machine that uses a 5percent NaCI solution in accordance to ISO7227 to handle corrosion for 3000 Hrs. Rubber. High quality grip rubber is used for the handles. bearings. Maintenance free ball bearings. Scope of delivery . 1 Completely preassembled equip ment model. Maintenance. Maintain accoridng to EN 16630 and as per maintenance guide, safety . All products must be tested and certified to meet EN 16630 safety standards with GS test mark. The EN 16630 certificates must be issued by a reputed notified international certifyng agency such as IPEMA, TUV, CPSC or SGS only. The GS Mark EN 16630 Certificates must be in the name of tendering party andnot any 3rd Party. All products must clearly display the Gs Mark as issued in the EN 16630 safety certificates. Size LxWxH. 2270 x 635 x 1640 mm .Min., Weight . 60.2 Kg .Min. Safety Area. 5300 x 3685 mm .Min., Capacity 2 Persons
1
178301
178301
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Item 64 - Leg and Thigh Exercise Air Walker . Supplying and Fixing of Air Walker. Metal . All tubular steel of 2.5 mm thickness, are glavanized and zinc dipped. Joints are Robotic welded. All welded joints are scalloped as necessary and welded to an approved MIC process. All welds are dressed off removing all sharp edges and burrs. zince primer paint is applied at all the welding points prior to finishing. All metal parts are power coated using AKZO nobelGreat Wall powder to the thickness of 80120 microns. All metal parts are to be tested in salt spray machine that uses a 5 percent NaCI solution in accordance to ISO7227 to handle corrosion for 3000 Hrs. Rubber. High quality grip rubber is used for the handles. bearings. Maintenance free ball bearings. Scope of delivery . 1 Completely preassembled equipment model. Maintenance. Maintain accoridng to EN 16630 and asper maintenance guide, safety. All products must be tested and certified to meet EN 16630 safety standards with GS test mark. The EN 16630 certificates must be issued by a reputed noti fied international certifyng agency such as IPEMA, TUV, CPSC or SGS only. The GS Mark EN 16630 Certificates must be in the name of tendering party and not any 3rd Party. All products must clearly display the Gs Mark as issued in the EN 16630 safety certificates. Size LxWxH. 1065 x 615 x 1364 mm .Min., Weight . 51 Kg .Min. Safety Area. 4090 x 3555 mm .Min., Capacity 1 Person
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119768
119768
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Item 65 - Providing, Supplying, fixing, Installation, commissioning and trial run of Sea saw DoubleLKSS 63, All Round and rectangular pipes are Gt Or CRISI make Guage 14 guage, 2coating are red oxide and final paints of industrial paint, Nut bolt G. Bearing heavy, .Branded.. FRP thickness 45mm,Swing assembly 6mm chain with rubber coating LengthSFt, Width5Ft, Hiegth2 Ft., The work includes all other incidental works required to complete the work in all respects for smooth functioning of the N equipment at all times in all respects for its intended use. The work includes all other incidental works required to complete the work in all respects for smooth function ing of the equipment at all times in all respects for its intended use. The works required in fixing the eqiupment on site as per the site condition. The cost includes, cost of transportation, cost of labour, HOM of machinery etc. required to complete the work. As per the direction of Engineerincharge
1
79376
79376
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Item 66 - Providing, Supplying, fixing, installation, commissioning and trial run of Hexa Climber Supply and Fixing of Hexa Climber. All products must be tested and certified to meet EN 1176 safety standards. The EN 1176 certi ficates must be issued by a reputed notified International Certifying Body such as IPEMA, TUV, CPSC, or SGS only. These EN 1176 certifica tes must be clearly displayed on the notified certifying bodies websites as online verification is mandatory. Upright structural posts of height 2.3 m, are to be schedule Galvanized steel with a 114mm OD .Outer Diameter., Parallel Climber of size 1.9mx 1.17 m, Horizontal Ladder 1.9 m x 1.17 m, Pull up Bar, Chain climber of size 1.9m x 1.1m, and Gymnastic Rings of size 0.77 m x 1.17 m shall be an all patent welded fabricated from 54 mm O.D. galvanized steel pipes. Bolts, nuts, screws, washers and etc used for assembly shall be stainless steel 304 grade and shall be of tamper resistant stainless steel. Exposed hardware shall be covered with safety caps as a safety. All joints are Robotic welded, PLAY EQUIP MENT DIMENSIONS. 2.2 m x 2.1 mx 2.3 m The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the egiupment on site as per the site condition. The cost includes, cost of transportation, cost of labour, HOM of machinery etc., required to complete the work. As per the direction of Engineerincharge
1
240772
240772
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