Housing Urban and Rular Development Local Bodies Closing in 13 days TDR #58228333

Tender For maintenance of Road (Reconstruction Of Reinforced Cement Concrete Footpath And Painting Work 45.00M Wide Road Infront Of Village Gejha In Sector-93) Noida

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
1.63 Crore
Estimated cost
Bid Submission
12 Nov 2026
13 days left
EMD
3.28 Lakhs
Bank guarantee accepted
Document Fee
5310
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 maintenance of Road (Reconstruction Of Reinforced Cement Concrete Footpath And Painting Work 45.00M Wide Road Infront Of Village Gejha In Sector-93) Noida

BOQ

Name of Work:- M/o Road (Reconstruction of RCC Footpath and Painting Work 45.00M wide Road infront of Village Gejha in Sector-93) Noida
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 in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, 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 kinds of soil.
2Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
3Providing 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): 10 graded stone aggregate 40 mm nominal size)
4Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
5Steel 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
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.
8Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
9delineator supply & fixing of M S Delineator made of mild steel with pure polyestar powder coatin with the mininum thickness of powder coating of not less than 40 micron of protection against corrosion. the surface should be conceated so that there should not be any exposed surface without powder coating Altematively these matel guide poles can be concealed with thermoplastic body, the posts shall have lan ellipsoldal or circular design with the higher of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. MILD Steel guide poles shall conform to type Xl sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The retro reflective sheeting shall be tested for A certifiecate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impect resistance, specular gloss and fungus resistance, 3 year outdoor weathering ann its having passed these tests shall be obtained from international/ Government laboratory/ Institute by manufacture of the sheeting and in case the certificate is obtained form international condition.it should also be obtained from indian condition within 3 year of launching of product by the manufacture in abroad alternatively. a certificate conforming to ASTM SPecification (D4956-09) on artficial accelerated weathering requirments from a reputed laboratory in india can be accepted provisionally. in such a situation the employer/ client, if so desires,could seek for a perfomance guarantee which would be reslessed after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012& proof of the same report shall be uploaded which quoting tender. the rate shall include all metertial, labour, t&p transprotation, installation and incidentals all complete as per dircetion of the engineer-in charge.
10Providing 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)
11Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
12Chequerred precast cement concrete tiles 22 mm thick in footpath & 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). Dark shade pigment using ordinary cement
13Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
14Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
15Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per anufacturer's specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern.
16Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
17Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
18Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand andmanufacture
19Providing 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)
20Earth work embankment in ordinary soil embankment to be in 20 cm layers incluiding 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 to10 tonne capacity and including 1.50mtr, lift and all lead ( earth shall be brought from a place which including cartage of earth be machanically transport and T & P. labour etc. required for proper completion. (earth shall be arranged by the contractor at his own cost (CR)
21Brick 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)
2212 mm cement plaster :1:4 (1 cement : 4 coarse sand)
23Neat cement punning
24Providing and Laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-inn-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58228333
AUTHORITY Local Bodies
TENDER VALUE 1.63 Crore
LAST DATE 12-11-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for maintenance of Road (Reconstruction Of Reinforced Cement Concrete Footpath And Painting Work 45.00M Wide Road Infront Of Village Gejha In Sector-93) Noida
Basic Detail
Tender No 69/GM(C)/ SM (WC-8)/ET/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 27 Oct 2026
Submission Date 12 Nov 2026
Open Date 13 Nov 2026
Finance
Tender Value 1.63 Crore
Tender Fee 5310
EMD 3.28 Lakhs
Exemption Not Available
Document List
636dc988-d06e-4ab7-9a9e-caaf66d53e64.html
BOQ_2273288.xls
Capability.xls
TD69.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Nov 13, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
html

636dc988-d06e-4ab7-9a9e-caaf66d53e64.html

xls

BOQ_2273288.xls

xls

Capability.xls

pdf

TD69.pdf

pdf

Tendernotice_1.pdf

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