Housing Urban and Rular Development Local Bodies Closing in 7 days TDR #57752046

Tender For Maintenance Of Completed Scheme Under Nazul A/C - Ii (Hz).Sub Head: Redevelopment Of maintenance of Satya Niketan Park In Accordence With 30 Model Parks Policy And Guard Hut In Nanakpura Park Under The Territorial Jurisdiction Of Horticult

Issued by Local Bodies · Delhi, Delhi
Tender Value
20.26 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
7 days left
EMD
40534
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
Not Available
Quantity
Not Available

Project Description

Tender for Maintenance Of Completed Scheme Under Nazul A/C - Ii (Hz).Sub Head: Redevelopment Of maintenance of Satya Niketan Park In Accordence With 30 Model Parks Policy And Guard Hut In Nanakpura Park Under The Territorial Jurisdiction Of Horticulture Division-Iv/Hz/Dda.

BOQ

Name of Work:- Maintenance of completed scheme under Nazul A/C - II (HZ).Sub Head: Redevelopment of M/o Satya Niketan park in accordence with 30 model parks policy and guard hut in nanakpura park under the territorial jurisdiction of Horticulture Division-IV/HZ/DDA.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 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).
3centering and shuttering - All work up to plinth level :Centering and shuttering including strutting, propping etc. and removal of form for(a) Suspended floors, roofs, landings, balconies and access platform.
4Reinforced 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 five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:4 (1 cement : 4 coarse sand).
7Cement 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.(a) 40 mm thick with 20 mm nominal size stone aggregate.
8Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.(a)12 mm cement plaster
9Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. (a) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality (a) LD- 2.5 (i) Rectangular shape 600x450 mm internal dimensions
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a)1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
12Random 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 : (a) Cement mortar 1:6 (1 cement : 6 coarse sand)
13Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :(a) Raised and cut pointing.
14Providing and fixing G.I. pipes complete with G.I. fittings including welding etc. External work (a) 20 mm dia nominal bore
15Providing and fixing G.I. pipes complete with G.I. fittings including welding etc. External work (a) 40 mm dia nominal bore
16Steel 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. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
17steel 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.
18Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. hollow tube frame or as decided by Engineer-in-Charge (Payment of M.S. frame shall be paid separetely). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
19Kota 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.
20Kota 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.
2115 mm cement plaster on rough side of single or half brick wall of mix:(a) 1:6 (1 cement: 6 coarse sand).
22Providing 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 Engineer-incharge. (a) Made of G.I. wire of dia 4 mm
23Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
24Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.(a)13.83.2 Two coats
25Demolishing stone rubble masonry 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 :(a) In cement mortar.
26Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
27Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
28Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.
29Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
30Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.(a) All kinds of soil
31Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.(a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
32Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :(a) 250x10 mm
33Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screwsetc. complete :(a) 250x16 mm
34Providing and fixing bright finished brass handles with screws etc. complete:(a) 125 mm
35Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :(a) For fixed portion(i) Powder coated aluminium (minimum thickness of powder coating 50 micron)
36Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):(a) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
37Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free,straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)(a) Powder coated aluminium (minimum thickness of powder coating 50 micron)
38Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS:15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge.
39Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineerin- Charge.
40Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo Mat board (595x595mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI slotted Tee having powder coating onbottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in-charge.
41Providing and fixing at Bamboo Mat board conforming to IS:13958- 1994 for partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)(a) 4mm thickness
42Providing and fixing at Bamboo Mat board conforming to IS:13958- 1994 for Flooring partition to frame by bucking or studding with screws etc. complete (Frames, backing or studding to be paid separately)(a) 12mm thickness
43Modified estimate cost after using correction factor on DSR 2023 on Account of GST @ 0.973
44Add Cost Index @ 4.03% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57752046
AUTHORITY Local Bodies
TENDER VALUE 20.26 Lakhs
LAST DATE 05-10-2026
Authority
Authority Name Delhi Development Authority
Work Description Tender for Maintenance Of Completed Scheme Under Nazul A/C - Ii (Hz).Sub Head: Redevelopment Of maintenance of Satya Niketan Park In Accordence With 30 Model Parks Policy And Guard Hut In Nanakpura Park Under The Territorial Jurisdiction Of Horticulture Division-Iv/Hz/Dda.
Basic Detail
Tender No 22/EE/HCD-4/DDA/2026-27
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 28 Sep 2026
Submission Date 05 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 20.26 Lakhs
Tender Fee Ref. Documents
EMD 40534
Exemption Not Available
Document List
3d67f72f-fe31-4193-ad2d-8ab72c7fe07e.html
BOQ_975174.xls
NIT-22.pdf
Tendernotice_1.pdf

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Tender Timeline

Sep 28, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Oct 05, 2026
17:00 IST

Bid Submission Deadline

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Upcoming · 7 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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html

3d67f72f-fe31-4193-ad2d-8ab72c7fe07e.html

xls

BOQ_975174.xls

pdf

NIT-22.pdf

pdf

Tendernotice_1.pdf

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