Tender For Renovation Of Indra Garden Park, Children Park And Gandhi Nagar Park In Ward No. 16, Municipal Corporation, Yamunanagar-Jagadhri.
Tender Value
15.72 Lakhs
Estimated cost
Bid Submission
06 Oct 2026
3 days left
EMD
30500
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Yamunanagar → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Indra Garden Park, Children Park And Gandhi Nagar Park In Ward No. 16, Municipal Corporation, Yamunanagar-Jagadhri.
BOQ
| Sl. No. | Item Description |
| 1 | -Providing and Fixing of Sea saw two seater stand pipes made up of 3` galvanized pipe 2`-0` high from ground level with 1 nos sea saw planks of 3` galvanized pipe of 6`-0` long pipe comprised with two nos blow molded plastic seats and handles of sea saw is designed in such a way that on top part works as a handle and the bottompart works as a foot rest is made of 1` galvanized pipe and All 3` pipe covered with aluminum dye casted caps and one no. M.S. solid bearing shaft. (Safe play area 6`-0` X 1`-6` X 3`-0` ) |
| 2 | Air Walker: Providing, designing and fixing of Air-Walker of size 100 x 550 x 1480mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick made up of hot rolled tubular steel and hot dipped galvanized, and powder coated 80-120 micron thick using Akzo Nobel or equivalent in desired shade and colour. All welding joints of pipe shall be robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Base plate cover shall be made up of virgin LLDPE plastic by rotational moulding with minimum 4.00mm thickness U V resistant and colour as approved by Engineer-in Charge. High quality grip rubber should be used on handles. Foothold shall be made of Nylon alloy with rounded edge to prevent impact and injury. Maintenance free bearing should be used in equipment manufactured by reputed company duly sealed and self lubricated to be approved by Engineer in charge. Equipment to be fitted with inbuilt limiters . The equipment should be fixed on ground with concrete of minimum strength M25 and J shaped welded bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, all complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour (of metal, seat and pedal), and fixing of equipment etc. |
| 3 | Horse Rider Station (2024): Providing, designing and fixing of horse rider station of size 1000 x 600 x 1100 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Padals shall be made up Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colourful and U V resistant environmental friendly. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by Engineer-in-Charge |
| 4 | Leg Press (2024): Providing, designing and fixing of stair stepper in a combination of pair and a single step of size 2000 X 550 X 1600 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber at top end. Padals shall be made up of Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colorful and U V resistant environmental friendly. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by Engineer-in-Charge. |
| 5 | Seated Chest Press (2024) :- Providing, designing and fixing Seated Chest Press of Pull pair of size 1800 X 700 X 2000 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary anddressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Padals shall be made up of Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colourful and U V r e s i s t a n t environmental friendly. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by Engineer-in-Charge |
| 6 | CYCLE: This equipment strengthens Lower and Upper Limb muscles. It improves flexibility of joints and helps to lose weight.Products Sizes and Dimensions: 1050 MM x 560 MM x 1470 MM fabricated with main post of 140mmdia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to be applied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Footholdshall be made up of Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colorful and U V resistant environmentally friendly. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by Engineer-in-Charge |
| 7 | Twister (2024) :- Providing, designing and fixing Twister of size 1700 X 1300 X 1300 mm fabricated with main post of 140mm dia and 3.00 mm thick and other pipes of 40mm dia 3.00mm thick all pipes made up of hot rolled tubular steel and hot dipped galvanized, and powder coated using Akzo Nobel or equivalent of 80-120 micron thick. All welding joints of pipe are robotic welded with joints scalloped as necessary and dressed off removing sharp edges and burrs. Zinc primer paint to beapplied at all welding points prior to finishing. Handle bars are to be provided with high quality grip rubber. Foothold shall be made up of Nylon alloy with rounded edge of prevent any impact of injury and seat to be made from virgin LLDPE manufactured by rotational moulding with minimum thickness of plastic 4.00mm, colorful and U V resistantenvironmental friendly. Bearing used shall be maintenance free, duly oiled sealed and self-lubricated made by reputed company to be approved by Engineer-in- Charge |
| 8 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] |
| 9 | [10.29.3]Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 3. Dark shade pigment using ordinary cement [Through Rate] |
| 10 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] |
| 11 | [10.59]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. [Through Rate] |
| 12 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [Through Rate] |
| 13 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 14 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate] |
| 15 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 16 | [11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] |
| 17 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 18 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 19 | [13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate] |
| 20 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] |
| 21 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] |
| 22 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] |
| 23 | [22.86.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and 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. 4. 32 mm nominal outer dia Pipes [Through Rate] |
| 24 | [22.96.1]Providing and fixing brass bib cock of approved quality : 1. 15 mm nominal bore [Through Rate] |
| 25 | [26.58.3]Supply and installation of garden bench 3. Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg). All materials required to be as per BIS specifications. [Through Rate] |
| 26 | [26.76]Providing and fixing pair of Plastic dustbins 100 litre volume each, of two different colours, for dry and wet waste, made of virgin plastic to be mounted on MS rectangular hollow section 50 x 25 x 3 mm frames pivoted on 3 MS square hollow section verticals, 1 m above ground, one 35 cm RHS welded to each vertical member at base and grouted in 180 x 40 x 30 cm 1:2:4 cement concrete. [Through Rate] |
| 27 | [26.9.1]Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of 0.60 cum per 100 sqm, maintenance till weed free turf is formed 1. Planting selection no. 1 grass roots in rows 5 cm apart in both directions . [Through Rate] |
| 28 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 29 | [5.43.2]Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2. For thickness of tiles above 25 mm and up to 40 mm [Through Rate] |
| 30 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] |
| 31 | [5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. [Through Rate] |
| 32 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 33 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 34 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 35 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 36 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 37 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 38 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 39 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate] |
| 40 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 41 | [6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 42 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 43 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 44 | [9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10 [Through Rate] |
| 45 | [9.11.1]10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10 [Through Rate] |
| 46 | [9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to 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. [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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