Housing Urban and Rular Development Local Bodies Closing in 13 days TDR #56735608

Tender For Development Of Park Construction of Pathway & Gazebo Hut In B-Block Park, Sector- 153) Noida.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
98.14 Lakhs
Estimated cost
Bid Submission
13 Aug 2026
13 days left
EMD
2.32 Lakhs
Bank guarantee accepted
Document Fee
2832
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Development Of Park Construction of Pathway & Gazebo Hut In B-Block Park, Sector- 153) Noida.

BOQ

Name of Work:- D/o Park (C/o Pathway & Gazebo hut in B-Block Park, Sector- 153) Noida.
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5m width or 10 Sqm on plan) including dressing of sides and ramming of bottums lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kined of soil.
2Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size).
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
5Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
6Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
7Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
8Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers.
9Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts.
10Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand).
11Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm.
12Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work.
13S/F Gemtrack cast Iron bench made up of 13 MS square tubes (50mm×25mm) in lenth of 1500 MM size plain stand /Legs Gemtrack, Thickness of stand/Leg-22mm, Bench Type -Integrated seat and back, weight bearing capacity in Kg-170, Minimum weight of cast iron -22 Minimum weight of square tubes (in Kg) -12, total Height +10mm-600 mm from ground level, width +10 Mm-400 mm, Seat height +10 mm -355 mm from ground level, Total Area required 10mm-1410mm×710mm, Colour of Stand, Black Colour, Cast iron support finish coated with a rust high bidding paint, 01 year warranty (GST Extra Payble)
14P/F Floral and ornate decorative design cast iron base pannels of thickness 20 mm as per design copy enclosed having height of 760 mm and length of 2700 mm (approx) and each cast iron pannel having mild steel flat of size 40x25mm on top in framing and hold fast 150mm length embedded in to the column, pillar at either and with proper grinding of welded marks. Electric supply for welding work to the arranged by the contractor complete. Sparandal, spray primer and painted with enamel paint of approved brand, quality, colour, complete as per the direction of engineer in charge. Total weight of one panel shall be 85.00 kg. Approx.
15Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. two or more coats on new work
16Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately).
17Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge. 15 mm wide and 15 mm deep groove.
1840 mm thick fine dressed stone flooring over 20 mm (average) thic base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone.
19Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
20Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
21Steel 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.
22Providing corrugated G.S. Sheet roofing include vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bituman and G.1. limpet washers or with G.I. limpet washers filled with white lead including a coat of approved steel primer and two coats of approved paints on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to sizeand shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m2
23Earth Work in Embankment in ordinary soil embankment to be in 20cm layers including ramming Dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and including 1.50mtr,Lift and all lead(earth shall be brought from a placewhich including cartage of earth by mechanically transport and T & P. Labour etc.required for proper completion.Earth shall be arranged by the contractor at his owm cost.
24Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.In cement mortar
25Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56735608
AUTHORITY Local Bodies
TENDER VALUE 98.14 Lakhs
LAST DATE 13-08-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for Development Of Park Construction of Pathway & Gazebo Hut In B-Block Park, Sector- 153) Noida.
Basic Detail
Tender No 13/D(H)/DD(H)-III/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 30 Jul 2026
Submission Date 13 Aug 2026
Open Date 14 Aug 2026
Finance
Tender Value 98.14 Lakhs
Tender Fee 2832
EMD 2.32 Lakhs
Exemption Not Available
Document List
BOQ_2201964.xls
Capability.xls
f59a9774-2ec2-465b-9a9a-f79e01527a59.html
TD13.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 30, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2201964.xls

xls

Capability.xls

html

f59a9774-2ec2-465b-9a9a-f79e01527a59.html

pdf

TD13.pdf

pdf

Tendernotice_1.pdf

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