Tender For Renovation Of Park Opposite Head Of Balbir Rohilla In Ward No. 02, M.C. Nilokheri.
Tender Value
4.23 Lakhs
Estimated cost
Bid Submission
31 Oct 2026
2 days left
EMD
10000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Karnal → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Park Opposite Head Of Balbir Rohilla In Ward No. 02, M.C. Nilokheri.
BOQ
| Sl. No. | Item Description |
| 1 | NS ITEM |
| 2 | Arm Wheel-Providing, designing and fixing Arm Wheel in a pair of size 850 X 800 X 1800 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. 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 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. Equipment to be fitted within built limiters to prevent unwanted movements. All open ends of pipe to be coloured by GI/LLDPE caps for user safety. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/AnyTax). |
| 3 | Open Gym Air Walker-Providing, designing and fixing of air walker of size 992 x 505 x 1380 mm fabricated with mainpost of 140mm dia and 3.00 mm thick swing leg is dia 48 mm thickness 2.75mm, handle beam is dia 42 mm thickness 2.75mm , and other pipes of 2.75 mm thick having bottom plate 260 mm dia with thickness 12.00 mm ith ABS cap/ cover, all pipes made up of hot rolled tubular steel and pre-galvanized, having oil degreasing treatment and sand blasting de- rusting treatment mustbe used before powder coating treatment with baking temperature of more than 200 degree celsius using high quality paint nippon or equivalent of 90 120 micron thickness. All joints of pipe should be cut by CNC laser cutting and 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. Foothold shall be made up of steel 3.00 mm thick Nylon 4.00 mm thick, with rounded edges to prevent any impact of injury and welded/ attached to main structure for vandalism proof design and long life. Bearing no 6205 used shall be maintenance free, duly oil sealed and self lubricated made by reputed company. Equipment to be fitted with inbuilt limiters to prevent unwanted movement. All open ends of pipe to be closed by steel/ LLDPE caps for ser safety. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J- bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/Any Tax) |
| 4 | Open Gym Stair Stepper-Providing, designing and fixing of stair stepper in a combination of pair and a single step of size 1000 x 800 x 1400 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 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 UV 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. Equipment to be fitted within built limiters to prevent unwanted movements. All open ends of pipe to be coloured by GI/LLDPE caps for user safety. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J- bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/Any Tax) |
| 5 | Open Gym Horse Rider Station-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. Equipment to be fitted within built limiters to prevent unwanted movements. All open ends of pipe to be coloured by GI/LLDPE caps for user safety. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J- bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/Any Tax) |
| 6 | Open Gym Sit Up Board-Providing, designing and fixing of single sit -up station of size 1504 x 1133 x 624 mm fabricated with main post of 140 mm dia and 3.00 mm thick, yellow sleeve dia 159 mm thickness 8.0mm, connecting pipe dia 33 mm thickness 3.0mm and rest of the pipes are 2.75 mm thick,having bottom plate 260 mm dia with thickness 12.00 mm with ABS cap/ cover,aII pipes made up of hot rolled tubular steel and pre galvanized, having oil degreasing treatment and sand blasting de-rusting treatment must be used before powder coating treatment with baking temperature of more than 200 degree celsius using high quality paint nippon or equivalent of 90 - 120 micron thickness. All joints of pipe should be cut by CNC laser cutting and 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. Seat shall be made up of steel pipe 2.75mm thick , with rounded edges to prevent any impact of injury and welded/ attached to main structure for vandalism proof design and long life. All open ends of pipe to be closed by steel/ LLDPE caps for user safety. The equipment must confirm the quality standards such as DIN 79000 and EN 16630. The equipment must have TUV certification in the manufacturing process. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover. (Exclusive GST/Any Tax) |
| 7 | Open Gym Push Up And Dip Bar-Providing, designing and fixing of exercising bar in a pair of size 1802 x 612 x 1399 mm fabricated with main post of 140 mm dia and 3.00 mm thick and rest of the pipes 2.75 mm thick yellow sleeve is dia 159mm thickness 8.00 mm, parallel bar dia 42 mm 2.75mm, rest pipe is thickness 2.75mm, having bottom plate 260 mm dia with thickness 12.00 mm with ABS cap/ cover. all pipes made up of hot rolled tubular steel and pre galvanized, having oil degreasing treatment and sand blasting de-rusting treatment must be used before powder coating treatment with baking temperature of more than 200 degree celsius using high quality paint nippon or equivalent of 80 - 120 micron thickness. All joints of pipe should be cut by CNC laser cutting and 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. The equipment must confirm the quality standards such as DIN 79000 and EN 16630. The equipment must have TUV certification in the manufacturing process. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/Any Tax) |
| 8 | Open Gym Pull Chair-Providing, designing and fixing of pull chair of size 2500 X 800 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 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, colourful and UV 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. Equipment to be fitted within built limiters to prevent unwanted movements. All open ends of pipe to be coloured by GI/LLDPE caps for user safety. The equipment shall be fixed on ground with concrete of minimum strength M -25 with J-bolts and when concrete is set, fixing the equipment on to it and cover nuts and bolts with base plate cover, (Including concrete base of size- 0.45 x 0.45 x 0.60 M). All complete as per direction and approval of Engineer-in-Charge regarding material, shape of equipment, colour on metal, seat and base cover plate and fixing of equipment etc. (Exclusive GST/Any Tax) Please Enable Macros to View BoQ information |
| 9 | HSR ITEM |
| 10 | [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] |
| 11 | [10.30.3]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. 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] |
| 12 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 13 | [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] |
| 14 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 15 | [11.82.1]Painting the wooden / metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] |
| 16 | [11.98.1]Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. 1. New work (Two or more coats applied @ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm [Through Rate] |
| 17 | [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] |
| 18 | [13.41]Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [Through Rate] |
| 19 | [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] |
| 20 | [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] |
| 21 | [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] |
| 22 | [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] |
| 23 | [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] |
| 24 | [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] |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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