Housing Urban and Rular Development Local Bodies Closing in 3 days TDR #58097957

Tender For Maintenance Of Various Sports Complexes/Golf Courses (A/R & maintenance of Of The Works At Rohini Sports Complex, Sector-23 (Now Sector-33) For The Year 2026-27).Sub Head : Providing Gi Profile Sheet, Concertina Coil On The Boundary Wall,

Issued by Local Bodies · Delhi, Delhi
Tender Value
28.17 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
3 days left
EMD
56342
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Maintenance Of Various Sports Complexes/Golf Courses (A/R & maintenance of Of The Works At Rohini Sports Complex, Sector-23 (Now Sector-33) For The Year 2026-27).Sub Head : Providing Gi Profile Sheet, Concertina Coil On The Boundary Wall, Porta Cabins For Security Guards And Grouting Of The Joints Etc At Dda Rohini Sports Complex Sec-33.Estimated Cost : Rs. 28,17,107/-

BOQ

Name of Work:- Maintenance of various Sports Complexes/Golf Courses (A/R & M/O of the works at Rohini Sports Complex, Sector-23 (Now Sector-33) for the year 2026-27).Sub Head : Providing GI profile sheet, concertina coil on the boundary wall, Porta cabins for Security guards and grouting of the joints etc at DDA Rohini Sports Complex Sec-33.Estimated Cost : Rs. 28,17,107/-
Sl. No. Item Description
1Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
2Structural 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.
3Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf 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.
4Steel 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. Hot finished welded type tubes.
5Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
6Earth 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. All kinds of soil.
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
9Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
10Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick.
11Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
12Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
13Grouting the joints of flooring tiles/stones , using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting after thoroughly cleaning the surface and making it free from dust, dirt, laitance, loose particles, oil, grease and other contaminants. and finishing complete as per direction of Engineer-in charge.
14Providing and Fixing porta cabin with the following specification 1.Dimension 1800 mmx2100 mm (6' * 7') * OD (Ht.8' from centre & 7' from side.2. Door: Flush door with peep window. 6' * 7' cabin- door size (2.5 ft. X 6.5 ft) 3. Floor: MS Tubular pipes.4. Floor material: Flooring will be prepared with MS tubular hollow pipes size 50 * 50 mm and Bison board 16 mm thick and PVC sheet on top.5. Wall material: MS frame with ms tubular hollow pipes 50 * 50 mm & both sides 8 mm thick cement fibre board in between glas wool 50 mm thicj.6. Type of roof: Fouble slant 7. Roof material: The roof shall be made out of hollow pipes grid of 2 Ft x 4Ft with insultion glasswool, covered by 8 mm thick bison board underneath and pre-painted glavanized steel sheets on top off white.8. Windows: Three powder coated off white aluminium frame windows with 5 mm thick plain glass with locking arrangements. S/W size (3Ft * 3Ft) -2 Nos.SMV(2.5 Ft*3 Ft)- 1No.9. Counter: Made out of ms frame with waterproof board with vinyl sheets on top. 10. Paint: Texture coating, off white/ivory/grey. 11. Water proof: Yes. 12. Floor resting on : Wheels/MS legs. 13. Delivery period: Within 10-12 days. 14. Electrical points: 5 Amp-4 Nos, 15 Amps-1 No Size of Cabin 6' * 7' (with door). 15. Height 08'-07' (OD) (Double slope). D - 1 = Door size 2.5' * 6.5' (Flush) S / W = Sliding window size 3' * 3' (Aluminium) SM - 1 = Sliding Window size 2.5' * 3' (Aluminium) complete as per direction of Engineer in charge
15Less GST correction factor @ 0.027 except item no. 14 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58097957
AUTHORITY Local Bodies
TENDER VALUE 28.17 Lakhs
LAST DATE 23-10-2026
Authority
Authority Name Delhi Development Authority
Work Description Tender for Maintenance Of Various Sports Complexes/Golf Courses (A/R & maintenance of Of The Works At Rohini Sports Complex, Sector-23 (Now Sector-33) For The Year 2026-27).Sub Head : Providing Gi Profile Sheet, Concertina Coil On The Boundary Wall, Porta Cabins For Security Guards And Grouting Of The Joints Etc At Dda Rohini Sports Complex Sec-33.Estimated Cost : Rs. 28,17,107/-
Basic Detail
Tender No 36/EE/Sports Divn.-1/DDA/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 16 Oct 2026
Submission Date 23 Oct 2026
Open Date 24 Oct 2026
Finance
Tender Value 28.17 Lakhs
Tender Fee Ref. Documents
EMD 56342
Exemption Available
Document List
BOQ_978168.xls
fee1db88-9d72-4a59-9154-7803b258add9.html
Tendernotice_1.pdf

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Tender Timeline

Oct 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Oct 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_978168.xls

html

fee1db88-9d72-4a59-9154-7803b258add9.html

pdf

Tendernotice_1.pdf

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