Public Administrative Department Local Bodies Closing in 9 days TDR #56150013

Tender For Preparation Of Subgrade By Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidation With Road Roller Of 8-12 Tonne Capacity Including Making Good The Undulation Etc. And Disposal Of Surplus Earth Upto 50 Meter

Issued by Local Bodies · Jammu, Jammu and Kashmir
Tender Value
49.75 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
9 days left
EMD
99500
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Preparation Of Subgrade By Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidation With Road Roller Of 8-12 Tonne Capacity Including Making Good The Undulation Etc. And Disposal Of Surplus Earth Upto 50 Meters. , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desiredcompaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Providing, 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 Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, 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 Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, 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 Bitumen Surface @ 0.50Kg/Sqm. , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-30 With No Solvent , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, 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 Wbm Surface @ 0.75Kg/Sqm. , Providing And Fixing Of Inaugration Of Name Plate Including Pedstal All Complete Job , Engaging Labours Of Clearance Of Site, Sewers, Bush Cutting Etc. , Removal Of Mulba From Site Of Work To Beyond Muncipal Muncipal Limits Including Loading Unloading Complete

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 03-Jul-2026 change of work completion time and other conditions Other 15-Jul-2026

BOQ

Name of Work:-
Sl. No. Item Description
1Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
2Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desiredcompaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
3Providing, 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 mechanical mix plant, carriage of mixed material by tipper to site, 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge
4Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 bitumen surface @ 0.50Kg/sqm.
52.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent
6Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete
7Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 WBM surface @ 0.75Kg/sqm.
8providing and fixing of Inaugration of Name Plate including Pedstal all complete job
9Engaging Labours of Clearance of Site, Sewers, Bush cutting etc.
10Removal of mulba from site of work to beyond muncipal Muncipal limits including loading unloading complete Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56150013
AUTHORITY Local Bodies
TENDER VALUE 49.75 Lakhs
LAST DATE 15-07-2026
Authority
Authority Name Jammu Municipal Corporation
Work Description Tender for Preparation Of Subgrade By Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidation With Road Roller Of 8-12 Tonne Capacity Including Making Good The Undulation Etc. And Disposal Of Surplus Earth Upto 50 Meters. , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desiredcompaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Providing, 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 Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, 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 Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, 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 Bitumen Surface @ 0.50Kg/Sqm. , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately).With Paving Asphalt Grade Vg-30 With No Solvent , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, 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 Wbm Surface @ 0.75Kg/Sqm. , Providing And Fixing Of Inaugration Of Name Plate Including Pedstal All Complete Job , Engaging Labours Of Clearance Of Site, Sewers, Bush Cutting Etc. , Removal Of Mulba From Site Of Work To Beyond Muncipal Muncipal Limits Including Loading Unloading Complete
Basic Detail
Tender No PWD(RB)DIV/JMC/21 of 2026-27 Dated 24-06-2026
Bidding Type Tender
Location
City Jammu
State Jammu and Kashmir
Key Dates
Publish Date 03 Jul 2026
Submission Date 15 Jul 2026
Open Date 01 Jan 0001
Finance
Tender Value 49.75 Lakhs
Tender Fee 1500
EMD 99500
Exemption Not Available
Document List
5b316260-b8e4-4dc2-bbd4-6b2d1a52ba2e.html
BOQ_1014777.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 15, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 9 days
Jul 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days

Tender Documents

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