Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #57771057

Tender For Restoration Of Pwd Road From Teela Mode To Banthla Fly Over Damage Due To Laying Trunk Sewer In Indraprasth Scheme.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
11.81 Crore
Estimated cost
Bid Submission
27 Oct 2026
0 days left
EMD
23.62 Lakhs
Bank guarantee accepted
Document Fee
18054
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 Restoration Of Pwd Road From Teela Mode To Banthla Fly Over Damage Due To Laying Trunk Sewer In Indraprasth Scheme.

BOQ

Name of Work:- RESTORATION OF PWD ROAD FROM TEELA MODE TO BANTHLA FLY OVER DAMAGE DUE TO LAYING TRUNK SEWER IN INDRAPRASTH SCHEME.
Sl. No. Item Description
1Banking excavated earth by mechanical I manual means in layers notexceeding 20 cm in depth, breaking clods, watering, roling each layerwith 'h tonne roler, or or steel rammers, and rdling every 3rdand top-most layer With power roller Of minimum 8 tonnes and dressing up, embankments for roads, flood banks, marginal banks, and guidebanks etc., lead upto 50 m and for a' lift All kinds Of soil. DSR 2023/2.3.1
2Cartage of earth upto 8.00 KM cartage SOR 2022
3Preparation 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. DSR/23 16.1
4Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan induding getting out and disposal of earth upto 50 m and lift upto 1.5 m, as by Engineer-in- Charge: unit All kinds of soil DSR/23 2.1.1
5Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (GDA SANCTIONED RATE)
6Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) 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 paver finisher 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 (GDA SANCTIONED RATE)
7Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with 3.5% Emulsion & 1 % OPC 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 excluding Labour Cess and GST.
8Providing 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 W.B.M. @ 0.60 Kg / sqm (GDA SANCTIONED RATE)
9Providing and laying Dence graded bituminous macadam with 100-120 TPH batch type Hot Mix Plant producing an avrege output of 75 MT per hour using crushed agregated of specified grading-1 premixed with (VG-40 bitumenous @4.25 % by weight of total mix and filler @2 % by weight of total mix , transporting the hot mix material to work site laying with a hydrostatic Paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled vibratory (8-100 roller for initial brake down rolling ,finish rolling by smooth wheeled tondom roller (8-10tonnes) to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. including supply of all the material labour T&P required for proper completion of work as per clause 507 Grade-II (19mm nomonal size of MORT &H specification sand as per direction of the Engineer-in- charge (AR)
10Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.30kg/sqm (GDA SANCTIONED RATE)
11Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-40 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (GDA SANCTIONED RATE)
12Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(DSR/23 16.62) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57771057
AUTHORITY Local Bodies
TENDER VALUE 11.81 Crore
LAST DATE 27-10-2026
Authority
Authority Name Ghaziabad Development Authority
Work Description Tender for Restoration Of Pwd Road From Teela Mode To Banthla Fly Over Damage Due To Laying Trunk Sewer In Indraprasth Scheme.
Basic Detail
Tender No 692/4/PA-T/2026-27 Dt. 26.09.2026 (S.no-2)
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 29 Sep 2026
Submission Date 27 Oct 2026
Open Date 29 Oct 2026
Finance
Tender Value 11.81 Crore
Tender Fee 18054
EMD 23.62 Lakhs
Exemption Not Available
Document List
21895f1c-eecf-438d-af06-5040384b2bc4.html
692_2.pdf
BOQ_2245863.xls
Tendernotice_1 (79).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Oct 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

21895f1c-eecf-438d-af06-5040384b2bc4.html

pdf

692_2.pdf

xls

BOQ_2245863.xls

pdf

Tendernotice_1 (79).pdf

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