Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 9 days TDR #57543665

Tender For Strengthening Of Roads Of F-32 Type Flats Constructed At Sector-4 In Jagriti Vihar (Extension) Scheme No. 11, Meerut, Under The Infrastructure Fund.

Issued by Boards / Undertakings / PSU · Meerut, Uttar Pradesh
Tender Value
69.09 Lakhs
Estimated cost
Bid Submission
30 Sep 2026
9 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Strengthening Of Roads Of F-32 Type Flats Constructed At Sector-4 In Jagriti Vihar (Extension) Scheme No. 11, Meerut, Under The Infrastructure Fund.

BOQ

Name of Work:- Strengthening of roads of F-32 Type Flats constructed at Sector-4 in Jagriti Vihar (Extension) Scheme No. 11, Meerut, under the infrastructure Fund.
Sl. No. Item Description
1Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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. MoRTH 406+B4:B8B11B4:B11
2Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.MoRTH 502
3Providing and applying tack coat with bitumen VG-10, using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.MoRTH-503
4Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. 507 complete in all respects.
5Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects
6Providing 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 applicatormachine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoeheater, 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 No 16.62
7Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS havingelectronically welded micro- prismatic lens with abrasion resistant coating as approved byEngineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as describedin ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to theRoad surface using the adhesive conforming to IS, as per procedure recommended by themanufacturer complete and as per direction of Engineer-in-charge DSRNo 16.50
8disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.DSR No 1.1.18 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57543665
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 69.09 Lakhs
LAST DATE 30-09-2026
Authority
Authority Name Uttar Pradesh Housing And Development Board
Work Description Tender for Strengthening Of Roads Of F-32 Type Flats Constructed At Sector-4 In Jagriti Vihar (Extension) Scheme No. 11, Meerut, Under The Infrastructure Fund.
Basic Detail
Tender No NIT No 2720/S.E Meerut/G-12/74 dt 08-09-2026 Sr. No 4
Bidding Type Tender
Location
City Meerut
State Uttar Pradesh
Key Dates
Publish Date 16 Sep 2026
Submission Date 30 Sep 2026
Open Date 30 Sep 2026
Finance
Tender Value 69.09 Lakhs
Tender Fee 3540
EMD 1.38 Lakhs
Exemption Not Available
Document List
99b8b908-986b-4528-a576-e0e38e07855a.html
BOQ_2232386.xls
F32ROAD1.pdf
Tendernotice_1.pdf

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Tender Timeline

Sep 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Sep 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

99b8b908-986b-4528-a576-e0e38e07855a.html

xls

BOQ_2232386.xls

pdf

F32ROAD1.pdf

pdf

Tendernotice_1.pdf

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