Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #56949395

Tender For maintenance of Road (Raising Of Road Water Logging Areas And Maintenance Of Footpath At Phase-Ii) Noida

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
7.89 Crore
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
15.78 Lakhs
Bank guarantee accepted
Document Fee
8260
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 (Raising Of Road Water Logging Areas And Maintenance Of Footpath At Phase-Ii) Noida

BOQ

Name of Work:- M/o Road (Raising of Road water logging areas and Maintenance of Footpath at Phase-II) Noida
Sl. No. Item Description
1Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge : Bituminous road
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. . DSR-18/I.No-15.60
3Providing 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). (DSR-18/I- 16.69/P-274)
4Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1
512 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222)
6Neat cement punning ( DSR- 18/ I- 13.18 )
7Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 18/I.No.5.9.2
8Providing 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) DAR Code:4.1.3
9Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
10Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30kg per sqm on the prepared bituminous surface cleaned with meachanical broom. ( as per Morth Specification 503 )
11Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per Morth specification clause no505 complete in all respects. 50mm compacted thickness with bitumen penetration of 60/70 @ 4.50% by weight of total mix.
12Providing and laying Bituminous Concrete with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 percent by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction as per Morth specification clause no507 complete in all respects 40mm compacted thickness with bitumen penetration of CRMB-55 @ 5.40% by weight of total mix
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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
15Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. DSR 2018/I.No. 16.68/P-277
16Providing wall putty on new surfacewith approved quality material of Berger/J.K./Birla or similar make 2 coats.
17Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227)
18Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials labour Tools & plant etc required for proper completion of the work SOR I.NO. 15.20 660 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56949395
AUTHORITY Local Bodies
TENDER VALUE 7.89 Crore
LAST DATE 24-08-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for maintenance of Road (Raising Of Road Water Logging Areas And Maintenance Of Footpath At Phase-Ii) Noida
Basic Detail
Tender No 30/GM/SM/WC-7/ET/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 11 Aug 2026
Submission Date 24 Aug 2026
Open Date 25 Aug 2026
Finance
Tender Value 7.89 Crore
Tender Fee 8260
EMD 15.78 Lakhs
Exemption Not Available
Document List
BOQ_2210160.xls
Capability.xls
dd7d4c80-9600-493d-b943-95e71c243d46.html
TD.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Aug 25, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2210160.xls

xls

Capability.xls

html

dd7d4c80-9600-493d-b943-95e71c243d46.html

pdf

TD.pdf

pdf

Tendernotice_1.pdf

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