Housing Urban and Rular Development Local Bodies Closing in 8 days TDR #57062628

Tender For Development Of Sector-160 (Construction Of 45.00 Mtr. Wide Road From Sector-159, 160, T-Point To Sector-160 Pusta Parallel To Railway Corridor In Sector-160), Noida.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
11.37 Crore
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
26.84 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 Development Of Sector-160 (Construction Of 45.00 Mtr. Wide Road From Sector-159, 160, T-Point To Sector-160 Pusta Parallel To Railway Corridor In Sector-160), Noida.

BOQ

Name of Work:- D/o Sector-160 (Construction of 45.00 mtr. Wide road from Sector-159, 160, T-Point to Sector-160 Pusta Parallel to Railway Corridor in Sector-160), Noida.
Sl. No. Item Description
1Earth work in embankment in ordinary soil embankment to be in 20cm layer 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 place with 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 own cost.
2Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
3Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (4.1) 400-1) B By Mix in Place Method
4Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. 406(4.12)
5Water Bound Macadam (Grading-II) Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber appliying and brooming requisite type of screening/binding materials to fill upth interstices of coarse aggregate, watering and compacting to the required density.
6Water Bound Macadam (Grading-III) Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber appliying and brooming requisite type of screening/binding materials to fill upth interstices of coarse aggregate, watering and compacting to the required density.
7Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 as directed by the Engineer-In-Charge.
8Prime Coat over WMM/WBMProviding 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. 502 (5.1)
9Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bituminous surface @ 0.50 Kg / sqm
10Dense Graded Bituminous Macadam Grading 2Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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.
11Bituminous Concrete Grading 2Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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. 507 complete in all respects
12Earth work in excavation by Mecanical means ( Hydraulic Excavator ) Manual means over Areas Exclooding 30cm in Depth , 1.5m in With as well as 10 Sqm on Plan including getting out and disposal of Excavated earth load upto 50 m and Lift upto 1.5m as direction by engineer in Charge . The Contractor has defect different utilities like Sever line, water supply line, electric cable , Telephone Cable , Gas Pipe line Etc. using Utility Detecting Machine Before Start of Excavation and Shall atart Excavated only After Getting Permission on E/I.
13Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
14Providing 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 20 mm nominal size)
15Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
16Steel 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.
17Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
18Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the 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
19Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
20Clearing jungle including up rooting of rank, vegetation grass, push, wood trees and samplings of girth up to 30 cms, measured at a height of 1M. above ground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. as per SOR No.-259 (i) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57062628
AUTHORITY Local Bodies
TENDER VALUE 11.37 Crore
LAST DATE 31-08-2026
Authority
Authority Name New Okhla Industrial Development Authority
Work Description Tender for Development Of Sector-160 (Construction Of 45.00 Mtr. Wide Road From Sector-159, 160, T-Point To Sector-160 Pusta Parallel To Railway Corridor In Sector-160), Noida.
Basic Detail
Tender No 68/GM/SM-WC-10/ET/2026-27
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 18 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Sep 2026
Finance
Tender Value 11.37 Crore
Tender Fee 8260
EMD 26.84 Lakhs
Exemption Not Available
Document List
22a5037e-a2e3-451a-9ab3-6734a5b27f02.html
68TD.pdf
BOQ_2212971.xls
C.xls
Tendernotice_1 (49).pdf

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Tender Timeline

Aug 18, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Sep 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

22a5037e-a2e3-451a-9ab3-6734a5b27f02.html

pdf

68TD.pdf

xls

BOQ_2212971.xls

xls

C.xls

pdf

Tendernotice_1 (49).pdf

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