Housing Urban and Rular Development Local Bodies Closing in 13 days TDR #56610708

Tender For Strengthening Of Road (P/L Dbm And Bc Work, Raising Of Culverts On Nepz Road Sector-81 To Irrigation Drain In Sector-81) Noida

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
1.05 Crore
Estimated cost
Bid Submission
05 Aug 2026
13 days left
EMD
2.10 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 Strengthening Of Road (P/L Dbm And Bc Work, Raising Of Culverts On Nepz Road Sector-81 To Irrigation Drain In Sector-81) Noida

BOQ

Name of Work:- Strengthening of Road (P/L DBM and BC work, Raising of Culverts on NEPZ Road Sector-81 to Irrigation drain in Sector-81) Noida
Sl. No. Item Description
1Demolishing 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)
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as directed by engineer-in-charge. The Contractor has defect different utilities like sewer line, water supply line, electric cable, telephone cable , gas pipe line etc, using utility decteting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge.
3Disposal 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 loads including all lifts involved.
4Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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.
8Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
9Providing 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 up to plinth level.
10Construction of Granular Sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause-401.
11Providing and laying factory made coloured chamfered edge cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc 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 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 sand and cutting of paver blocks as per required size and pattern. finising and sweeping extra sand. Complete all as per direction of Engineer-in- Charge 16.91.1, 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
12Providing 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)
13Supplying & stacking at site: 90 mm to 45mm to size stone aggregate
14Supplying & stacking at site: 63mm to 45mm to size stone aggregate
15Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate
16Supplying and stacking at site.Moorum
17Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
18Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
19Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
20Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Morth specification clause No 505 complete in all respects.
21Providing and laying Bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per Morth specification clause No 507 complete in all respects. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56610708
AUTHORITY Local Bodies
TENDER VALUE 1.05 Crore
LAST DATE 05-08-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for Strengthening Of Road (P/L Dbm And Bc Work, Raising Of Culverts On Nepz Road Sector-81 To Irrigation Drain In Sector-81) Noida
Basic Detail
Tender No 25/GM/SM/WC-7/ET/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 22 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 1.05 Crore
Tender Fee 5310
EMD 2.10 Lakhs
Exemption Not Available
Document List
BOQ_2199762.xls
c63ed849-c182-40d3-8c8c-63f833aa015a.html
Capability.xls
TD.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 22, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_2199762.xls

html

c63ed849-c182-40d3-8c8c-63f833aa015a.html

xls

Capability.xls

pdf

TD.pdf

pdf

Tendernotice_1.pdf

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