Educational and Research Institute Boards / Undertakings / PSU Closing in 3 days TDR #57879252

Tender For Construction Of Boxing Shed For Boxing Excellence Centre In Sports Complex In Mdu Rohtak

Issued by Boards / Undertakings / PSU · Rohtak, Haryana
Tender Value
60.56 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
1.21 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Rohtak → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Boxing Shed For Boxing Excellence Centre In Sports Complex In Mdu Rohtak

BOQ

Name of Work:- Construction of Boxing shed for Boxing Excellence Centre in sports complex in MDU Rohtak
Sl. No. Item Description
1[10.10.1]Providing and laying Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 1. 40 mm thick with 20 mm nominal size stone aggregate [Through Rate]
2[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
3[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]
4[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]
5[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
6[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]
7[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]
8[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]
9[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
10[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
11[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]
12[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
13[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]
14[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]
15[7.22.1]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 : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
16[9.28.1]Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 1. 0.80 mm thick with zinc coating not less than 275 gm/m² [Through Rate]
17[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]
18[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate]
19Supply and filling tibba sand i/c levelling, dressing, watering, ramming complete
20Providing and fixing G.I chain link fencing of 4mm dia wire 50mmx50mm or equivalent mesh including nut/bolt or welding with the existing vertical post of MS pipe etc complete as per entire satisfaction of Engineer in charge.
21Providing and fixing anchor bolt 750mm in length with 28mm dia weight not less than 6.50 kg each complete as per entire satisfaction of engineer-in-charge.
22Providing and fixing G.I. chain link fencing of size 25x25 mm with wire thickness 2mm complete as per entire satisfaction of engineer-in-charge
23Providing and fixing 12 mm shed insulation sheet typically consists of a reflective aluminum foil laminated both side over a polyethylene double air bubble or cross-linked foam core, designed to block radiant heat in industrial and residential sheds having roll size 1.25 M x 30 M. Max Service Temp 80° C and reduce withstanding temperature atleast 8 - 9 degree celsius. R-Value 3.20 M2 C/W, Reflectivity - 97%, Emissivity - 3% complete as per entire satisfaction of Engineer-In-Charge.
24Providing and fixing 25mm EVA interlocking mat typically measures 1m x 1m (approx. 3.3ft x 3.3ft or 10.76 sq. ft.), features high-density shock-absorbing foam, and uses a puzzle-edge design for tool-free assembly. Technical Specifications - Thickness: 25 mm (0.98 inches), Dimensions: Standard tiles are commonly 100 cm x 100 cm (1m x 1m), Material: High-density Ethylene-Vinyl Acetate (EVA) foam, non-toxic and phthalate-free, Density: Usually ranges between 80 kg/m³ to 140 kg/m³ (or ~30-35 Shore A hardness) for high-impact shock absorption, Edge Type: Puzzle-style interlocking edges with detachable end border strips for a clean finish, Surface Design: Anti-skid, textured, water-resistant, and easy to clean with soap and water, Frequently reversible (e.g., Red/Blue or Black/Grey) with included border pieces complete as per entire satisfaction of Engineer-In-Charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57879252
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 60.56 Lakhs
LAST DATE 21-10-2026
Authority
Authority Name Maharshi Dayanand University
Work Description Tender for Construction Of Boxing Shed For Boxing Excellence Centre In Sports Complex In Mdu Rohtak
Basic Detail
Tender No 202640E3D96B DAB8 4779 BAFE D69FD244AEB6817MDU
Bidding Type Tender
Location
City Rohtak
State Haryana
Key Dates
Publish Date 05 Oct 2026
Submission Date 21 Oct 2026
Open Date 22 Oct 2026
Finance
Tender Value 60.56 Lakhs
Tender Fee 5000
EMD 1.21 Lakhs
Exemption Available
Document List
25b28756-33e9-435f-95cb-8de1a5042a4b.html
AD0181476.pdf
BOQ_632090.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Oct 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

25b28756-33e9-435f-95cb-8de1a5042a4b.html

pdf

AD0181476.pdf

xls

BOQ_632090.xls

pdf

Tendernotice_1.pdf

Disclaimer

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